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25361 RAILROAD CANYON RD_ 05-00001360 05-00001361 (2)
0 I N I A I N N O O Rev — AA n n uTA R L UBE BUILDING CONCRETE TILE ROOF BY OTHERS: FRAMING (DECKING & HATS) BY FMS CONCRETE TILE ROOF BY OTHERS: Al - EXTERIOR ELEVATIONS MODULE SPLIT LINE (TYP.) FRAMING (DECKING &HATS) BY FMS A2 EXTERIOR ELEVATIONS I II I III I I II I I II I I I I -L_ IIII II 11 IIII II I I I ill II I I IIII II l l FASCIA, EFIS W/ I I FRAZEE PAINT 8173M I I LLILLLLLLLLL E3 FLOOR PLAN I II II I I II I II I I II I I I I HERBIVORE # LLL.LI_LLL LLLLLLL LLLLLLLL E4 - FLOOR FRAMING PLAN LLLLLLLL LLLLLLLL LL EFIS W/ LL LLLLLLLL LLLLLLLL LLLIL FRAZEE PAINT LLLL LLLLLLL LLLLLLLL LL LL E5 — ROOF FRAMING PLAN SEPTEMBER LEAF #7744M ILL L, LLLLLLLILLLLLLLLLLLLL LL LL 1 ..::. LLLL LLLLLLLLLLLLLLLLLLLL LL LL E 6 - STEEL DETAILS I. LLLL LLLLLLLLLLLLLLLLLLLL LLLLL LLL LL LLL LLI ILL E - BUILDING SECTION SIGNAGE FURNISHED AND L L L L _L L1 SIGNAGE FURNISHED AND LLL L L U L L INSTALLED BY FMS L L L L L L INST LLED BY FMS LLL L U U L L io I' FlEID':JOINT• L L L I - BUILDING SECTION LLLL LLLLLLLL L I—I LIGHT FIXTURE E8 1•: ( - : I LLLL LLLLLLLLLLLLLLLLLLLL LLL}L LL BY E9 - BUILDING SECTIONLLL LL LLLL " 77.. L L L E10 - BUILDING SECTION 1. LLLL LLLLL LLLL LLL — SECTIONLLLILLE11STAIR 1 . LLLL LLLL LL LL UPPER FRAMING PLAN LLLL L-I E 12 s -off EL1 - ELECTRICAL PLAN L L L L j ILL ILL SPLIT -FA BLOCK "69- ELECTRICAL SCHEDULESLLLLL .. I • - • • ' . • • • . . :. L L L L • . L L L L COL 0 FOLLOW LLL LULL P1 - PLUMBING PLAN 1 " LLLL LL 1-1— L LLL LLLL LLB L P 2 - PLUMBING RISER S LLL L LL LL L LLL LLLL . LLL L LL LLLLL LLLL I ..:.HAN6CAP LL LLL t ULL L LL LL L LLL LLLL S :: LLLILL N M 1 MECHANICAL PLAN ULL L LL LL L LLL LLLL LL LL GRADE LALL L _ M2 - MECHANICAL SCHEDULES FRONT ELEVATION SCALE: 1/4" = 1' -0" 26' -0 1/16' 25' -1 11/16" 7' -2" 13' -0" CONCRETE TILE ROOF BY OTHERS: FRAMING (DECKING &HATS) BY FMS 11 11 lh l II II III' 11 11 III' 11 11 IIII II MODULE SPLIT LINE (TV.) 11 LLL L FASCIA EFIS W/ 1 1 1 111 11 I1 I i I I 1 11 I I 1 1 Ill I I I O FRAZEE PAINT LLLLLL L I 11, 111 LLLLLLLLL ALL I I HERBIVORE #8173M I I I ' I' III ' III I' I I 1I I LLLLLLL LLLLLL LLLLLLLL LLLLLLL EFIS W/ LLL LLLLLLLL _ LLLLLLLLL LL FRAZEE PAINT LLILLL LLLLLLLL LLLLLLLLL LLL SEPTEMBER LEAF #7744M LLILLL LLLLLLLL L)LLLLLLL LLL LLILLL LLLLLLLLLLLLLLLLLLLL LLL LLILLL LLLLLLLL LLLLLLL LLL .' : L L LIL L L LLL LLL SIGNAGE FURNISHED AND L LIL L L L L L'I SIGNAGE FURNISHED NND LLL LLL _ INSTALLED BY FMS I SPLIT -F ED BLOCK L L L L L LLL', INSTALLED BY FMS LLL LLL I LL LL LLL 20 cA. GUTTER CO TO FOLLOW LL L L LLL ' L LLL _I. :3 "4t -PVC OVERFLt3W (TYP) I. LILLL LLLLLLLLLLLLLLLLLLL LL LLL LLLLLLLLLLLL LLLLLLL LLL I° L LLL - ; • • .. LLILLL LLL N _ LL rj. LLB ____ _ - -_ _L L PLANT TRELLIS = - - --i ' : ' : • .I I I - : I • i FURNISHED AND L LIL Lr II . - I.- 1 -'_ L. - ': _ _ -1- L. L STALLED BY OTHERS LLL I - • l • • . •' '.•• l J• • .- ' • .... I I : I ' L LIL L '...:• II: `LI..: '. f....•, • I, • I.. 1— -4 . = I :• — L L_I L L , :.:. • . I .I . : •.•, ::.I .I.. • :. •• I•,I • • 1 I IIFLLLLLLIaI: I I : I: :.I' •4 " —LULL , . k.. 1.1 I. I N Lj LLILI LL' 1.1.. I I' I : I .' I, ' I. I: 'I•.' ' I' ' II LL L J. ... I:'I T. L. 4 x 3 DOWNSPOUTS IL I L :Ir -1— ,. -.-r. T:- :. I— '. —.1 L L L INSIDE PILASTER L L1L Lr I _ I . _I . .. I J :: I 1- 1. y' L L L L L L LIL LLILLLIr ,. iT ''.1. T • I I. I `. ..1 .:' 14 LL L LLLL L I IL LLL L _LI L LIL L! IL :L° -tom' TI 1 -'L' - 'L1' - - -_ J:- L L L L L L L 111E L ILI L L W L IL LLILLLL — — — LL1L LLL LLLIL LIUL L UL GRADE L L L L U L L L L StV46- q 0- ml- These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved 4' -4' 13,_1011 4' -0" I 13 -11 1 2' I 3--o- 10,-10" 3'-0" I 11' -7" 3' -0" REAR ELEVATION SCALE: 1/4" = 1' -0 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366.6385 Fax: (770) 483 -6037 www.freymoss.com fms @freymoss.com M3 - ROOF EQUIPMENT PLAN APPROVED M4 - MECHANICAL SPECIFICATIONS FOR PERMIT ISSUANCE ASSOCIATES, INC F 1 - FOUNDATION PSCOTTFAZEKAS >3< BYL'.- ATE q / F2 - FOUNDATION DETAILS These plan have been reviewed for adh rence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedto permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. CONCRETE TILE ROOF BY OTHERS: FRAMING (DECKING & HATS) BY FMS MODULAR CONTRUCTION CALIFORNIA ofI N I A 1 N IIo n N 0 0 0 NOTE: THESE PLANS ARE DESIGNED TO BE USED FOR THE CONSTRUCTION OF COMMERCIAL. MODULAR UNITS IN ACCORDANCE WITH CA HEALTH AND SAFETY CODE SECTION 18028, 1991 UBC, 1991 UPC, 1991 UMC, 1993 NEC, ff Cl"''L^Y':LSINORE ITEMS TO BE INSTALLED IN FIELD, SUBJECT TO LOCAL CODE EXTERIOR LIGHTING & SIGNAGE C.T. CAN, METER AND DISCONNECT WATER METER ALL SITE WORK INCLUDING FOUNDATION HVAC UNIT ON ROOF, EXHAUST FAN PARAPET WALL, TOP OF TOWERS NOTES : 1. THIS BUILDING WILL NOT BE LOCATED IN A FLOOD PRONE AREA. 2. THE SITE CONTRACTOR IS TO PROVIDE HANDICAPPED ACCESSIBLITY TO DOOR OF THE BUILDING. SEE SITE DRAWINGS. 3. ALL ITEMS REQUIRED UNDER PART III 28CFR36 TO BE PROVIDED ON SITE BY THE OWNER 4. STATE LABEL, 3RD PARTY INSPECTION LABEL, & MFG PERMI/ 9L- DATA PLATE ARE LOCATEDT# AS SHOWN ON SHEET E3. ZL Z Z BUILDING DESIGN CRITERIA 11-11 F LS UNITS USED FOR THE CONSTRUCTION OF COMMERC AMODU R N ACCORDANCE W FOLLOWING CODES: UNIFORM BUILDING CODE - 1997 EDITION UNIFORM MECHANICAL CODE - 2000 EDITION LOAD D TABLE UNIFORM PLUMBING CODE - 2000 EDITION OCCUPANCY L NATIONAL ELECTRICAL CODE - 1999 EDITION CA TITLE 25 MODEL ENERGY CODE - 2001 EDITION WAITING AREA 34 = 11 ANSI Al 7.1 0 ADA OFFICE 103 = 2 OCCUPANCY : GROUP "B" 100 OCCUPANCY LOAD: E - 045 SQUARE FEET CONSTRUCTION TYPE : II - N, BASEMENT ONLY SPRINKLERED RESTROOMS 56 = 1 100 HEIGHT OF BUILDING: 25' -6" FROM GRADE Q UTILITY ROOM 300 1 NUMBER OF STORIES: 1 2338 = DESIGN LOADS : THIS BUILDING IS CONSTRUCTED LUBE AREAS 100 23 TO WITHSTAND THE FOLLOWING LOADS: BASEMENT 1588 = 5 ROOF- LIVE LOAD -20 PSF 300 DEAD LOAD -12 PSF TOTAL (NET): 4633 43 OCCUPANTS WALLS - WIND LOAD -80 MPH (EXP "C") SEISMIC ZONE 4 FLOOR- LIVE LOAD - 100 PSF DEAD LOAD - 30 PSF PROHAS ENTERPRISES, INC. 3 -Bay Lube Building EXTERIOR ELEVATIONS DRAWN BY: A6 DATE: 314105 CHECKED BY: OG/ DATE: P.E. QRpF ESSI04, a HAR010 41 LAJ n n Ci 04 45 va ' 1E'p / */ AUG 2 $ 2005 JOB # , r S51910007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - 85365 -05 Al 1 OF 22 REVISIONSDATEBYCHK 81912005 MTH 00 1. REVISED PER LOCAL REQUIREMENTS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366.6385 Fax: (770) 483 -6037 www.freymoss.com fms @freymoss.com M3 - ROOF EQUIPMENT PLAN APPROVED M4 - MECHANICAL SPECIFICATIONS FOR PERMIT ISSUANCE ASSOCIATES, INC F 1 - FOUNDATION PSCOTTFAZEKAS >3< BYL'.- ATE q / F2 - FOUNDATION DETAILS These plan have been reviewed for adh rence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedto permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. CONCRETE TILE ROOF BY OTHERS: FRAMING (DECKING & HATS) BY FMS MODULAR CONTRUCTION CALIFORNIA ofI N I A 1 N IIo n N 0 0 0 NOTE: THESE PLANS ARE DESIGNED TO BE USED FOR THE CONSTRUCTION OF COMMERCIAL. MODULAR UNITS IN ACCORDANCE WITH CA HEALTH AND SAFETY CODE SECTION 18028, 1991 UBC, 1991 UPC, 1991 UMC, 1993 NEC, ff Cl"''L^Y':LSINORE ITEMS TO BE INSTALLED IN FIELD, SUBJECT TO LOCAL CODE EXTERIOR LIGHTING & SIGNAGE C.T. CAN, METER AND DISCONNECT WATER METER ALL SITE WORK INCLUDING FOUNDATION HVAC UNIT ON ROOF, EXHAUST FAN PARAPET WALL, TOP OF TOWERS NOTES : 1. THIS BUILDING WILL NOT BE LOCATED IN A FLOOD PRONE AREA. 2. THE SITE CONTRACTOR IS TO PROVIDE HANDICAPPED ACCESSIBLITY TO DOOR OF THE BUILDING. SEE SITE DRAWINGS. 3. ALL ITEMS REQUIRED UNDER PART III 28CFR36 TO BE PROVIDED ON SITE BY THE OWNER 4. STATE LABEL, 3RD PARTY INSPECTION LABEL, & MFG PERMI/ 9L- DATA PLATE ARE LOCATEDT# AS SHOWN ON SHEET E3. ZL Z Z BUILDING DESIGN CRITERIA 11-11 F LS UNITS USED FOR THE CONSTRUCTION OF COMMERC AMODU R N ACCORDANCE W FOLLOWING CODES: UNIFORM BUILDING CODE - 1997 EDITION UNIFORM MECHANICAL CODE - 2000 EDITION LOADD TABLE UNIFORM PLUMBING CODE - 2000 EDITION OCCUPANCY L NATIONAL ELECTRICAL CODE - 1999 EDITION CA TITLE 25 MODEL ENERGY CODE - 2001 EDITION WAITING AREA 34 = 11 ANSI Al 7.1 0 ADA OFFICE 103 = 2 OCCUPANCY : GROUP "B" 100 OCCUPANCY LOAD: E - 045 SQUARE FEET CONSTRUCTION TYPE : II - N, BASEMENT ONLY SPRINKLERED RESTROOMS 56 = 1 100 HEIGHT OF BUILDING: 25' -6" FROM GRADE Q UTILITY ROOM 300 1 NUMBER OF STORIES: 1 2338 = DESIGN LOADS : THIS BUILDING IS CONSTRUCTED LUBE AREAS 100 23 TO WITHSTAND THE FOLLOWING LOADS: BASEMENT 1588 = 5 ROOF- LIVE LOAD -20 PSF 300 DEAD LOAD -12 PSF TOTAL (NET): 4633 43 OCCUPANTS WALLS - WIND LOAD -80 MPH (EXP "C") SEISMIC ZONE 4 FLOOR- LIVE LOAD - 100 PSF DEAD LOAD - 30 PSF PROHAS ENTERPRISES, INC. 3 -Bay Lube Building EXTERIOR ELEVATIONS DRAWN BY: A6 DATE: 314105 CHECKED BY: OG/ DATE: P.E. QRpF ESSI04, a HAR010 41 LAJ n n Ci 04 45 va ' 1E'p / */ AUG 2 $ 2005 JOB # , r S51910007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - 85365 -05 Al 1 OF 22 DATE I BY ICHKI REVISIONS hese drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Mass Structures, Inc. is strictly prohibited. 2005 Frey-Moss Structures, Inc. All rights reserved I 0 N co I I 0 6 t Ico I N 0 CONCRETE TILE ROOF BY OTHERS: FRAMING (DECKING & HATS) BY FMS I Mllll I III Illl I Lake Elsinore, CA IlI pull I III MIDI I III Ml il I IlI IIIIII I II pull I III pull I III IIIIII I II I,Illl I III IIIIII I III IIIIII I II IIIIII I IF.•. II I' I '• 1 I ; _• I II1' - - I,' : I I r--- , - - ri-- t = =C == =__ '• III pull I III IIIIII I II IIIIII I II I, I II1 II IIIIII I I II 1, 11 I I III I III III I I I 1 III I II I Ill I II I Ill l Il I III I II I III ll II I III I I I III I II I III 1 Il I III l II I III l II I III I II I III I II I III I Il I III I Il I III I II I III l) II I III I I L LL I III I II I L LL I' Ill L L I' 1 111 II Ill I' I II II 1 III I' I III III Ill LLL III 1 111 III I III I' 1 111 III I lI III I III III I 11 III Ill III I III X11 I III I' I III I' Ill III l I I I III l I I I III l I l I III II I I III II I 11 I I I III I l I III l I I I III 1 I I III 1 I I I III l I I I III I I I I I lI ) I I I II1,1111111 I I I I I I 11 II I I I I I I I II I II I I I I II I I LLEL LLLLLLLLLLLLLLI_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL LL4LL LULL LLLLLLLLLLLLLLI_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL LL4LL LULL LLLLLLLLLLLLLLL_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL LLULL LULL LLLLLLLLLLLLLLL_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL LLUIL SPLIT -F BLOCKSLULLLLLLLLLLLLLLLLI_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL LL I LI I LL LLLLLLLLLLLLLLI_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL L 1 L COL TO FOLLOW LULL LLLLLLLLLLLLLLI_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL LL 1L LULL LLLLLLLLLLLLLLI_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL LLUL LULL LLLLLLLLLLLLLLI_LLLLL LLLLL LLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLL LLL LLI LL LLLLL LL LL L LOLL LLLLL LL LLLI LULL LLLLL LL LLLLL LLFLL LLLLL r r _i =- -T -_ -_- =-i' L• I I I I 1 LL r = = = =r. -i - -- '. 11 .' I I LLL}LL L LT L L LLLLL LLLLL I I , • :{: I ,' I I PLANT TRELLIS FURNISHED AND L U L L L L L L L I I, I I I'" I 'I'• 'I. :'I• •I•.' '•I ..I L L I. I. I.' r J I I .. I I iLLU L L INSTALLED BY OTHERS LULL L L L L L r -- ; . -. -- ., - - -- L L it ; L L L 1L L TYP) LL' LL LOLL LLLLL LLLLL I ..:. , ,• , ." I . r'.' LL LL I °' ' I I I I LLLrLL LL LL LULL LULL LLLLL LLLLL iI :. I i .' i i :i ` ii : Ir - -. i-= `r-- _I - -• -rt- -ter -- 1 '' LL LL I ' I' I I ' l r r r 'r r r ., r =- i-- its - -I- :- t. -.,. -r - r.'. .. LLULL EFIS W/ LULL LOLL LLLLL LLLLL I.'. .. II I, I I• I .' I.'i III : ,•. I I IIit 4- II , I I :I Lrr: . LL LL I II I. . .•Ir X I•. 4•. !I •. I - __1_•4_1_;_1__';1- 1_ -_ ' I 1 I . r r r rl ILLLLt LLLTLL FRAZEE PAINT SEPTEMBER LEAF #7744M LULL LLLLL II :. , I '' 'I I II LL- II' I. I . I, J. LLLI_LL LULL LLLLL 4- -_i - -_ - _ - LL LLFLL LLLLL LL LIL LL LLLFLL LL! LLH LLLLL LL LLLL LL GRADE 3' -0" 1' -10" 12' -0' SIDE ELEVATION SCALE: 1/4" = V -0" 48' -0" V -10" 111I®E®MI®M®E 1 M11MIM111IMMIMMEMEMEM1111111 umnl m unln>u Iln mem Mill CIA = AI t II Ilf ll Inl In MENEMISSION FASCIA, EFIS W/ — FRAZEE PAINT HERBIVORE #8173M EFTS W/ FRAZEE PAINT SEPTEMBER LEAF #7744M io n 0 i 6 I N 0 I N CONCRETE TILE ROOF BY OTHERS: FRAMING (DECKING & HATS) BY FMS 3' -0' 1 12' -41/2' l 3' -0" I 14' -0" I 3' -0" I 12' -41/2" l 3' -0" SIDE ELEVATION SCALE: , /a• _ ,• -o. 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey- moss.com fms @fret'- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building EXTERIOR ELEVATIONS v FOR PERMIT APPROVED ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsOfsuchcodesshallbevalid. DRAWN BY: A4U41y6 DATE: 314105 CHECKED BY: cc DATE: G 2 6 2005 JOB # I S560007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1'•0" DRAWING # - 85365 -05 r_= = -_ ----------- - - _- - -. -'ir .1 T•_. -I- `^T r- 11 L r'-------------------------- _ "'' Ir 7 { - T -. :.•1`. -I' r ------------ - - = 17.777 l l .. • • I. I I ' I I I II I • .. I• 1 J' I :T.I {I1-- r.+ - =F-- -=• - I •• I. •. •II I I I'' . I I . I'•.' I I I •• I I II I ... •I .'i I I. ,.. I If II- ='+--= -- '- .-= -- '=-- t- '- :- I - - ==, 1 I•• I I .. I .•,I - '•'I r' 'll I I I' I, I I _ I .. I• '. .l II { i ! :'. f. I I II If---•- f-- }- _._- 1--- ---- i- -- + -II II I ., I .I .• •.I •,I', IF.•. II I' I '• 1 I ; _• I II1' - - I,' : I I r--- , - - ri-- t = =C == =__ '• Ir ;• 11 :I I . I :'I I I I I -• I - I'' "I. '• I• . I • •. I . • :. I • . I . • . . ., • : II'•: Ir I I• 1 •.. I, .. . •I I II I • 'I • • ' • I• "I • ' I ... I .. ' •I PLANT TRELLIS FURNISHED AND I. i' I I' I IL -- J - - -1' - -- `, ` II I I, ...• I' I Il il. L ••• r'.; I I I. II Ir--•- 1•--- L-- -J--- L-- J_'__L•- J____JI' I I I I r I ..: 111I `.' I ''.I :I. II IL-- 1-' •_-L'-- -I=-- J-- r- '-- 1--- i- - -J1 .. INSTALLED BY OTHERS I I•. - I •: 1 I I I .. I t I \ I 1 I 1 'I Ir= •- --= ;:-- r• -• ='y ` II. I I I _ ,I•'.. •I •• I I'•. II. I I. I • r• I. I H• I. I I •' ••I •J •I `I '•J 'I I .' ••I Ir--- .- t--- tr-- rtT-- r-- . -; -T •r4-- 1 - - --I II' •:' I 1. I .• I I. I• II I J. I. L . k k {{ I I L I' I' I' :' I I Ir- •-t=== r-= t-=- r= y--- •t- - --11 •: 1.. ..,.. , .. , , 1 •.,,.• -.I .:r f J r'. II I „I I I :I II I•• '•.:I•. .•_:I •.., 'I I'• '• I '•• I ': II; •• 1__i _ i_s_L -- i___.i ___I'___I II.., I. 1. I' r. I'•.'. j II .'•I 'r•. L•... •I''`• I. •_ I II T _ 1 ^_ -ti_._ l.___L__J•__1•__ i SPLIT -F LOCKS TO FOLLOW L L Li; LL LL LLIi i i i i i i ii L LL LLi i i 1 1 1 ii L LL L LL L- L-- J--- 1-- -L- - -J L LL L LL L LPL —d -- L-- 1 --- L-- --- L- - -I - -- L L LL L L- —1 =_ -- - - -L -- -- -1 - -J L L L CORN PAINTED To M TCH LL L ZLLCLZL LL LL LLLLLLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLLL LL LLL LLLLLLLLL L_L L_L LLLLLLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLLL LL GRADE 3' -0' 1 12' -41/2' l 3' -0" I 14' -0" I 3' -0" I 12' -41/2" l 3' -0" SIDE ELEVATION SCALE: , /a• _ ,• -o. 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey- moss.com fms @fret'- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building EXTERIOR ELEVATIONS v FOR PERMIT APPROVED ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsOfsuchcodesshallbevalid. DRAWN BY: A4U41y6 DATE: 314105 CHECKED BY: cc DATE: G 2 6 2005 JOB # I S560007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1'•0" DRAWING # - 85365 -05 A2- 20F22 FLOOR PLAN O - 2 O These drawings and al information hereon are of a confidential nature and remain the propert of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of th se drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Fro -Moss Structures, Inc. All rights reserved DATE BY CHKI REVISIONS QTY. REMARKS DRAWING # - B5365 -05 HEIGHT WHITE ACOUSTICAL CEILING TILES 91_0p) G 3' -10" 6' -6" 1" THICK INSULATED CLEAR GLASS W/ 2" x 4" 2 81912005 MTH 00 2. REVISED PER LOCAL REQUIREMENTS 7 -25.05 ED DETERMINED, W/ MATCHING COVE BASE 1. ADDED DATA LABELS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eske Way Silverton, Oregon 97381 STATE LABEL LOCATION Q MFG. DATA PLATE LOCATION 3rd PARTY INSPECTION LABEL LOCATION Voice: (800) 366.6385 Fax: (770) 483 -6037 www.frey-moss.com fms @frey- moss.com 12 x 3/4" TEK- SCREWS x 14 GA. X- BRACING ROVED TIT ISSUANCE ASSOCIATES, INC. DATE viewed for adherence to the rdinance. Authorization is a building permit pending 30ity agencies. ng of a permit based on shall not be construed to violation of the applicable permit presumed to give ncel the provisions of such 2 x 3/4" TEK- SCREWS x 14 GA. X- BRACING MM- 1120A.2.5.1 (FOR HCD 1 /AC & DSA /AC] HAND — ACTIVATED DOOR HARDWARE HAND - ACTIVATED DORR- OPEING HARDWARE SHALL BE CENTERED BETWEEN 30 inches (762 mm) AND 44 inches (1118 mm ) ABOVE THE FLOOR, LATCHING A LOCKING DOORS THAT ARE HAND-ACTIVATED AND THAT ARE IN A PATH OF TRAVLE SHALL BE OPRABLE WITH A SINGLE EFFORT BY LEVER -TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPEING HARDWARE. LOCKED EXDOOR SHALL OPERATE CONSISTENT WITH SECTION 1120A.2.5, IN EGREES DIRECTION. 11338.2.5.1 DOOR CLOSER. IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE A LEAST 3 SECONDS TO MOVE TO A POINT 3 inches (75 mm) FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. IM-. 11276.3 SIGNS AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITHE THE REQUIREMENTS FOUND IN SECTIONS 111713.5 THROUGH 111713.5.9. NOTE. 1003.3.1.8 REGARDLESS OF THE OCCUPANCY LOAD SERVED,`XIT DOOk SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECTIAL KNOWLEDGE OR EFFORT. EXCEPTION: IN GROUPS A, DIVISION 3; B; F; M AND S OCCUPANCIES AND IN ALL CHURCHES, KEY - LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHERE THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS WHERE THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." [FOR SFM] THIS DOOR TO REMAIN UNLOCKED WHENEVER TTHHE BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAT 1 inch (25 mm) HIGH ON A CONTRASTING BACKGROUND, WHEN UNLOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. GLASS SCHEDULE MARK SIZE DESCRIPTION QTY. REMARKS DRAWING # - B5365 -05 HEIGHT WHITE ACOUSTICAL CEILING TILES 91_0p) G 3' -10" 6' -6" 1" THICK INSULATED CLEAR GLASS W/ 2" x 4" 2 ANODIZED ALUMINUM FRAME — DARK BRONZE FINISH 20 GA. PRE— FINISHED EMBOSSED WHITE ACOUSTICAL CEILING TILES 91 - 0" 1" THICK INSULATED CLEAR GLASS W/ 2" x 4" DETERMINED, W/ MATCHING COVE BASE G2 3' -4" 1' -8" ANODIZED ALUMINUM FRAME DARK BRONZE FINISH 1 8 "X8" CERAMIC TILE — COLOR TO BE 20 GA. PRE — FINISHED EMBOSSED 20 GA. EMBOSSED WHITE ACRYLIC 1" THICK INSULATED CLEAR GLASS W/ 2" x 4" 1G312' -0" 6' -6" ANODIZED ALUMINUM FRAME — DARK BRONZE FINISH 1 UTILITY ROOM FINISHED CONCRETE 1/4" THICK CLEAR WIRE GLASS W/ 2" x 4" 1G413' -0" 6' -0" ANODIZED ALUMINUM FRAME — DARK BRONZE FINISH WHITE ACRYLIC PANELS DOOR SCHEDULE MARK SIZE DESCRIPTION QTY. CEILING HEIGHT REMARKS DRAWING # - B5365 -05 WIDTH HEIGHT WHITE ACOUSTICAL CEILING TILES 91_0p) D 1 10' -0" 10' -0" WHITE OVERHEAD DOORS W/ HARDWARE & TRACK. ATLAS OR EQUAL MANUAL DOOR OPERATOR 6ALLSECTIONSCLEAR1/8 SAFETY GLASS. PERIMETER SEALS. 20 GA. PRE— FINISHED EMBOSSED WHITE ACOUSTICAL CEILING TILES 91 - 0" STANDARD FULL STOREFRONT TEMPERED GLASS ENTRANCE DOORS, CLEAR ANOD. ALUM. FRAME DETERMINED, W/ MATCHING COVE BASE D2 3' -0" 6' -8" PUSH /PULL HANDLES. CLOSURE, DEADBOLT, ALUM. THRESHOLD, WEATHER STRIPPING, 2 8 "X8" CERAMIC TILE — COLOR TO BE 20 GA. PRE — FINISHED EMBOSSED 20 GA. EMBOSSED WHITE ACRYLIC DOOR SWEEP, 1/4" CLEAR GLASS W /ANOD. ALUM. SASH. (RIGHT HAND SWING) D3 3' -0" 6'_8" HOLLOW METAL DOOR PAINTED TO MATCH WALLS, PARKER STORAGE LOCK LEVER, 1 UTILITY ROOM FINISHED CONCRETE DOOR STOP, CLOSURE, 1/4" WIRE GLASS (RIGHT HAND SWING) 20 GA. EMBOSSED WHITE ACRYLIC VARIES 1011' HOLLOW METAL DOOR PAINTED TO MATCH WALLS, PARKER STORAGE LOCK LEVER, WHITE ACRYLIC PANELS D4 3' -0" 6' -8" DOOR STOP, 10" KICK PLATE (RIGHT HAND SWING) 1 D5 3' -0" 6' -8" HOLLOW METAL DOOR PAINTED TO MATCH WALLS, PARKER STORAGE LOCK LEVER, DOOR STOP, (LEFT HAND SWING) 1 BLACK RUBBER COVE BASE WHITE ACRYLIC PANELS CEILING DECK PANELS 11 —3 t-3to STRUCTURAL STEEL HOLLOW METAL DOOR PAINTED TO MATCH WALLS, EMERGENCY EXIT HARDWARE, ALUM 1 D6 31- 0" O 6 _8 THRESHOLD, WEATHER STRIPPING (LEFT HAND SWING) ROOM FINISHED SCHEDULE ROOM FLOORING INTERIOR WALLSIO CEILING CEILING HEIGHT REMARKS DRAWING # - B5365 -05 8 "X8" CERAMIC TILE — COLOR TO BE 20 GA. PRE — FINISHED EMBOSSED WHITE ACOUSTICAL CEILING TILES 91_0p) WAITING AREA DETERMINED, W/ MATCHING COVE BASE WHITE ACRYLIC PANELS 2' x 4' LAY —IN W /WHITE GRID ARMSTRONG VCT — COLOR TO BE 20 GA. PRE— FINISHED EMBOSSED WHITE ACOUSTICAL CEILING TILES 91 - 0" OFFICE DETERMINED, W/ MATCHING COVE BASE WHITE ACRYLIC PANELS 2' x 4' LAY —IN W /WHITE GRID UNISEX 8 "X8" CERAMIC TILE — COLOR TO BE 20 GA. PRE — FINISHED EMBOSSED 20 GA. EMBOSSED WHITE ACRYLIC 8' -0" RESTROOM DETERMINED, W/ MATCHING COVE BASE WHITE ACRYLIC PANELS CEILING DECK PANELS UTILITY ROOM FINISHED CONCRETE 20 GA. PRE — FINISHED EMBOSSED 20 GA. EMBOSSED WHITE ACRYLIC VARIES 1011' WHITE ACRYLIC PANELS CEILING DECK PANELS 3" 11'-3" 3 BAY FINISHED CONCRETE — 20 GA. PRE- FINISHED EMBOSSED 20 GA. EMBOSSED WHITE ACRYLIC VARIES 10 — PAINTED EXPOSED LUBE AREA BLACK RUBBER COVE BASE WHITE ACRYLIC PANELS CEILING DECK PANELS 11 —3 t-3to STRUCTURAL STEEL PROHAS ENTERPRISES, INC. 3 -Bay Lube Building FLOOR PLAN DRAWN BY: A6 DATE: 61612005 CHECKED BY: or DATE: P QRCFESSIO HAR'o c C 049450 c," z v U4p LP AUG 2 6 206 JOB # S560007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - B5365 -05 J E 3 3 OF 22 3112'-6 1/2" • 10' -0' 2' -r 37 10'_0' 2' -7' 10 -0 7 11' -4 1/2' 10' -8' 20' -OV4' 23'-2W 33' -10Y4 37' -04'4' BLOCKOUT FOR L 4' x 3' x 1/4" L 4" x 3' x 1/4' L 4' x x 1/4" L 4" x 3" x 1/4" L 4' x 3" x 1/4" ELECTRICAL PANELS OVER C6 x X8.2 0 C6 x 8.2 OVER x 8.2 OVER C6 x 8.2 OVER C6 x 8.2 ninn o QC'4 W6x15 S4x7.7 S4x7.7 S4x7.1 S4x7.7 S4x7.7 S4x7,7 1 0 I W6x9 CIO x15.3 x9 W6x9 R cc - E6I W6x15 S4x7.7 S4x7.7 S4x7.7 S4x7.7 - - -- S4x7.7 S4x1_7- \ °' I R° o W6 \ /" x9 W6x9 j C lV I X00 CIO x15.3 S4x77 / \ oW6x1554x7,7 CIO x15.3 S4x7.7 S4x7.7 - - -- - W6x / x9 W6x9 R- - - - - - - - - - - C10 x 15.3 W6x15 54x7.7 I I S4x7.7 S4x7.7 I S4x7.7 I I I R R IC6 I E I W6x9 W6x9 W6x9 Es I I °' a I W6x15 S4x7.7 S4x7.7 S4x7.7 I I S4x7.7 c o I - -- - - - - - -- -- I c c I IRAII W6x9 W6x9 W6x9 M - - - - - - - - - - - - - - - - - - - - - - - - E6 W6x15 S4x7.7 I I S4x7.7 S4x7.7 54x7.7 o II - -- - - - - - -- II -- Q L. N ° o W6x9 W6x9 W6x9 aI - - - - - - - - - - -- ------ - - - - -- N O Q o W6 x15 S4x7.7 II S4 x7.7 S4x7.7 I S4x7.7 0 iD I - - - - - - - - - - - - - - - - - - - - - - - - - I W6x9 W6x9 W6x9 II II M ° t2 RM W6x15 S4x7.7 S4x7.7 S4x7.7 I I S4 7.7 x o I I - -- - - - - - -- -- -- ° 2-_g °5 3'- 101/2" 5' -4' W6x9 W6x9 W6x9 - -- W6x9 610 x 3 W6x15 S4x7.7 I I S4x7.7 S4x7.7 - - -- I S4x7.7 Q c T;=W6x W6 9 W6x 9 R ' \ /\ R S4x7.7 S4x7.7 C10x15.3 S4 x 7.7W6x15S4x7.7 -- CIO IX 15.3 - -- - - - - - -- -- X R O I Sri c W6 x / \ x 9 W6 x 9 ` V 0 o - - - - - - - - - - - - - - - - - I / U R RM W6x15 S4x7.7 S4x77 S4x7.7 S4x7.7 -- S4x7.7 S4x7.7 o C10 x 15.3 Ef) N7 M M M d C L - W6x9 W6x9 W6x9 X x - - o co x x x O E6 x x o O ° x - - - - - -- - - - -- ---- - - - - -- O U V U V V U W6x15 S4x7.7 S4x7.7 S4x7.7 S4x7.7 S4x7.7 S4x7.7- i i n Ui R X X X X X a rn 0 0 0 0 _o C4 O U U U U U N L4'x3'xl /4' L4 ' x3'x1 /4' L4'x3'x1 /4' L4 "x3 "x1/4" L4'x3 "x1/4" OVER C6 x 1 / OVER C6 x 8.2 OVER C6 x 8.2 OVER C6 x 8.2 OVER C6 x 8.2 j 2' -61/2" 5 10' -0" 2' -r 10' -o' 12' -10' 6' -01/2" 12' 3' -10" j 7#-8" 2 2' -10" 64' -0' 0/0 BASE FRAME f 64' -6" o% STEEL. COLUMNS These drawings and II information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Fry -Moss Structures, Inc. All rights reserved FLOOR FRAMING PLAN- SCALE: 1/4•• 1•_0•• DATE BY CHK REVISIONS 81912005 1 MTH 00 11. REVISED PER LOCAL REQUIREMENTS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eske Way Silverton, Oregon 97381 Y STRUCTURES Voice: (800) 366.6385 Fax: (770) 483 -6037 www.frey- moss.com fms @fret'- moss.com NOTE: ALL PULL DIMENSIONS ARE TAKEN FROM OUTSIDE OF THE STEEL BASE FRAME OF EACH MODULE. PROHAS ENTERPRISES, INC. 3-Bay Lube Building FLOOR FRAMING PLAN BEAM WEB PENETRATIONS DENOTES T.S. 6" x 6" x 3/16" MAT'L. ALLOWED HOLE SIZE +/- 1/2 " 2" 0 3" 0 3„ 0 4" 0 4 "0 T.S. 3 5 "0 1/2" TO 1" EMT SLOT 4" x 2" MAX. COPPER WATER LINES 1" TO 2" 0 PLUMBING AND /OR ELECTRICAL HOLE(S) WILL NOT BE LOCATED ANY CLOSER THAN 6" FROM COLUMN OR JOIST TO BASE FRAME CONNECTION. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. By DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. DRAWN BY: W DATE: 314105 CHECKED BY: coo DATE: DENOTES T.S. 6" x 6" x 3/16" COLUMN DENOTES T.S. 3" x 3" x 3/16" LIFTING COLUMN DENOTES T.S. 3 X 3 X 14 GA. COLUMN DENOTES T.S. 3 X 2 X 14 GA. COLUMN DENOTES BASE LIFTING POINT F] DENOTES WHEEL LOCATIONS P.E Q?,oEESS /,A/ S "ARp` C 04945 1 * Exp. I AUG 2 6 2005 JOB # S5B0007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - 85365 -05 E4 40F22 i 1 RM RM I N M M I 11114ti M RM t It M O I RM M I CV M RM I rn I RM M I CV M) 13' -10' 0/0 STEEL FRAME 2' -10' 113' 10' -0" 13' -10' 0/0 STEEL FRAME 2' -7" I IT 10' -0' 64' -6' 0/0 STEEL BUILDING 13' -10' 0/0 STEEL FRAME 2' -7' 3' 10' -0" de n t" 11' -10" 0/0 STEEL FRAME 11' -4" 10' -11" 0/0 STEEL FRAME 10' -8" 1d' -11" 7" 71 '7" i" These drawings anli all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS)- Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 !tIrey -Moss Structures, Inc. All rights reserved ROOF FRAMING PLAN. SCALE: 1/4 $ 1, = 1' -0" DATE I BY I CHK I REVISIONS 81912005 MTH1 00 11. ADDED DIMS AND CALLOUS FOR COLUMNS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366 -6385 Fax: (770) 483.6037 www.frey- moss.com fms @frey- moss.com 1 t I M M1 iN I R! M O t r7 I b T.S. 6" RM x 3/16" COLUMN 01 R T.S. 3" x 3" f M I 0 DENOTES I lV w Oz_ s a 9 14 GA. COLUMN M M M M JW N rn I O O Co WHEEL Mz w p LOCATIONS o QJ M W J W WW O 3 O O R M t It M O I RM M I CV M R M I rn I R M M I CV M) 13' -10' 0/0 STEEL FRAME 2' -10' 113' 10' -0" 13' -10' 0/0 STEEL FRAME 2' -7" I IT 10' -0' 64' -6' 0/0 STEEL BUILDING 13' -10' 0/0 STEEL FRAME 2' -7' 3' 10' -0" de n t" 11' -10" 0/0 STEEL FRAME 11' -4" 10' -11" 0/0 STEEL FRAME 10' -8" 1d' -11" 7" 71 '7" i" These drawings anli all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS)- Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 !tIrey -Moss Structures, Inc. All rights reserved ROOF FRAMING PLAN. SCALE: 1/4 $ 1, = 1' -0" DATE I BY I CHK I REVISIONS 81912005 MTH1 00 11. ADDED DIMS AND CALLOUS FOR COLUMNS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366 -6385 Fax: (770) 483.6037 www.frey- moss.com fms @frey- moss.com 1 t I M M1 iN I R! M O t r7 I b T.S. 6" x 6" x 3/16" COLUMN 01 DENOTES T.S. 3" x 3" f LIFTING COLUMN 0 DENOTES I X 3 X w Oz_ 0 DENOTES a 9 14 GA. COLUMN M DENOTES BASE LIFTING M JW N JW N O O Co WHEEL O p LOCATIONS i ep I n I C M RM I CV M R0 I M tM R I N Rn M ° r 41) L 3' x 3' x 3/16" (TYP.) _\ LA ST R? ETAIL SCALE: 1" 10" NOTE: ALL PULL DIMENSIONS ARE TAKEN FROM OUTSIDE OF THE STEEL BASE FRAME OF EACH MODULE. PROHAS ENTERPRISES, INC. 3-Bay Lube Building ROOF FRAMING PLAN DRAWN BY: ng DATE: 314105 CHECKED BY: 009 DATE: APPROVED FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. DENOTES T.S. 6" x 6" x 3/16" COLUMN 01 DENOTES T.S. 3" x 3" x 3/16" LIFTING COLUMN 0 DENOTES T.S. 3 X 3 X 14 GA. COLUMN 0 DENOTES T.S. 3 X 2 X 14 GA. COLUMN DENOTES BASE LIFTING POINT F1 DENOTES WHEEL LOCATIONS P. QROEESS /0 . S HAR- ofa 2 1 c Exp. s AUG 2 6 2005 JOB # I S5130007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" — 1' -0" DRAWING # - B5365 -05 E5- 50F22 These drawings and all information hereon are of a confidential Mature and remain the property Of Frey -Mass Structures, Inc. (FMS). Any use or reproduction of theta drawings for any purpose, except by written permission of Frey-Mass Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved DATE BY CHK REVISIONS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Slverton, Oregon 97381 O FREY moss STRUCTURES Voice: (800) 366.6385 Fax: (770) 483 -6037 www.frey - moss.com fms @fret'- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building STEEL DETAILS DATE: 314105 CHECKED BY: cc DATE: c UP n JOB # I S5B0007 Railroad Canyon Road Lake Elsinore, CA SCALE: 1 112" a 1' -0" DRAWING # - B5365 -05 E6 60F22 AUG 2 6 2005 s 55-5" 0/0 FASCIA These drawings and all information hereon are of a confidential nature and remain the property of Frey -Mass Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frdy -Mass Structures, Inc. is strictly prohibited. 2005 FreylMoss Structures, Inc. All rights reserved SEE SHEE "FOR DETAILS FIEqBYCHKREVISIONS 819120055 1 MTH1 00 11. REVISED PER LOCAL REQUIREMENTS I 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 BUILDING SECTION SCALE: 1/2 )) = 1' -0" 00, 1: STRUCTURES Voice: 18001366 -6385 Fax: (770) 483 -6037 www.frey- moss.com fms @frey- moss.com PROHAS ENTERPRISES, INC. 3-Bay Lube Building SECTION FOR PERMIT ISSUANCE SCOTT FAZEKAS $ ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. DRAWN BY: A0___ DATE: 61612005 CHECKED BY: DATE: P.E. of ESS /O ARp`OF2 o W z Ca C 04945 c) x' Up. s lr . TF C ifi AUG 2 6 2005 11) JOINT TER JOB # I S5B0007 Railroad Canyon Road Lake Elsinore, CA SCALE: 1 " = 1%0" DRAWING # - B5365 -05 E7 70F22 I a V. V. a c CLC R I C" These drawings and all Jormation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved AQ'-Q• n /n CTCCI WAI I C DATE I BY CHK I REVISIONS 81912005 MTH 00 1. REVISED PER LOCAL REQUIREMENTS BUILDING SECTION SCALE: 1/2 = 1' -0" 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way v MOSS Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey- moss.com Silverton, Oregon 97381 R C T U R E S fms @fret'- moss.com I t 43 I 00 I N n FIELD JOINT DRYVIT FINISH OVER 1" POLYSTYRENE OVER 1/2" DENS GOLD BOARD R I i>o JJ 3 La. O d OI- RO 1 iV SPLIT FACED BLOCK PANELS R I K' 20 GA TRIM These drawings and all Jormation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved AQ'-Q• n /n CTCCI WAI I C DATE I BY CHK I REVISIONS 81912005 MTH 00 1. REVISED PER LOCAL REQUIREMENTS BUILDING SECTION SCALE: 1/2 = 1' -0" 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way I S5B0007 MOSS Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey- moss.com Silverton, Oregon 97381 S T R U C T U R E S fms @fret'- moss.com PROHAS ENTERPRISES, INC. 3-Bay Lube Building SECTION DRAWN BY: 4 X60 e- DATE: 311712005 CHECKED BY: cc DATE: P. E- QROFESS /p H AR C 049458 Exp. it I I r, o f r--"' A. FASCIA R0 I R0 I 00 Rap I is A. TRIM M 00 UTTER 1 FINISH OVER 1" YRENE OVER 1/2" OLD BOARD In I iV TING & PIT WALLS SHEET F1 FOR DETAILS ORYVIT FINISH OVER 1" POLYSTYRENE OVER 1/2' DENS GOLD BOARD APPROVED R PERMIT ISSUANCE kZEKAS & ASSOCIATES, INC. DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. JOB # I S5B0007 Railroad Canyon Road Lake Elsinore, CA SCALE: 1" = 1' -0" DRAWING # - B5365 -05 0 E8 8OF22 IX 2 0 I L^- BUILDING SECTION 3 SCALE: 3/8" = 1' -0" E3 These drawings and all i formation hereon are of a confidential nature and remain the property of Frey-Mass Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Fre •Moss Structures, Inc. is strictly prohibited. 2005 Frey ass Structures, Inc. All rights reserved DATE BY CHK REVISIONS 81912005 IMTHI00 11. REVISED PER CALCS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way I MOM Voice: 1800 366.6385 Fax: 17701483 -6037 www.froy- moss.com Slverton, Oregon 97381 S T R U C T U R E S fms @fret'- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building SECTION DRAWN BY: amdray6e_ DATE: 3 -4 -05 CHECKED BY: cc DATE: BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevaii P.E. QR0FESS11) o' C 04945 'S: 611 k Exp. / Cr TF .,t1L O c AUG 2 6 20 JOB # I MOM Railroad Canyon Road Lake Elsinore, CA SCALE: 318" = 1' -0" DRAWING # - B5365 -05 E9 90F22 DATE BY CHK REVISIONS These drawings and all information hereon are at a contiaentiai nature ana remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way FREY IUJO Mass Voice: (800) 366.6385 Fax: (770) 483 -6037 www.frey- moss.com finernlfrou.mnee rnm PROHAS ENTERPRISES, INC. 3-Bay Lube Building VN BY: 8191200 KED BY: JOB # S5B0007 Railroad Canyon Road Lake Elsinore, CA SCALE: 1" = 1' -0" B5365 -05DRAWING # - AUG 2 6 2005 These drawings and all idformation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. IFMSI. Any use or reproduction of these) drawings for any purpose, except by written permission of fray- IlMoss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved DATE BY CHK REVISIONS 1t3U1 rsocKaale mousmal uiva. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 01 F STFUCTUPES voice: IV= snn -DJUD Fax: (770) 483 -6037 www.froy- moss.com fms @fret'- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building STAIR SECTION DATE: 3 -4 -05 CHECKED BY- 606 DATE: LU C 04 458 c,) t Exp. JOB # S560007 Railroad Canyon Road Lake Elsinore, CA SCALE : 8" = 1%0" DRAWING # - B5365 -05 E11 11 OF 22 0 1c 3" 2'-3" 3" O%0 STEEL FRAME 10' -C 41 LY 2'- 3" 37' 1 1 2' -3' 1 13„ r ;-EEL Q;-`1_D1NG 13' -10" 0/0 '-EEL FRAME t FRAME 10'- " 3 I - 0 ll 3** 3' 14' -22„ 11'-10" 0/0 STEEL FRAME 3 11 11' -4" 3"1 1 3'- 3 1 13" II C5 X 6.7 W6 x 95X6.7 J X 6.7 7' -1 1/2' 3" 3/4' FACE/F, DENOTES L X X 1/8" TEMP. Al XE x 3/16" L 2 X 2_ X 1/8" TEMP. ANGLE i i L /9 TFYP. AN(ILE 00 x 3" x 3/16" 0 DENOTES I oo DENOTES T.S. 3 X 2 X W5 x 9 COLUMN 2 X 1/8" TEMP. ANGLE I DENOTES BASE LIFTING POINT Z') X 2 X 1/8" TEMP. ANGLE r ] j L 2) X 2 X 1/8" TEMP. ANGLE t II i L 2 X 2 i 1 TEMP. ANGLE V) L 2 X 2 X 1/8" MP. ANGLE a- 1 LLJ W6 X 9 C) U-) CD CY) L 2 X 2 X 1/8" TEMP ANGLE X E M A N C, E Q0 00 CD co X X X STUB COLUMN (TYl Q0 I 00 00 W6 X 9 111,11) 1c 3" 2'-3" 3" O%0 STEEL FRAME 10' -C 41 LY 2'- 3" 37' 1 1 2' -3' 1 13„ r ;-EEL Q;-`1_D1NG 13' -10" 0/0 '-EEL FRAME t FRAME 10'- " 3 I - 0 ll 3** 3' 14' -22„ 11'-10" 0/0 STEEL FRAME 3 11 11' -4" 3"1 1 3'- 3 1 13" II C5 X 6.7 W6 x 95X6.7 J X 6.7 7' -1 1/2' 3" 3/4' FACE/F, 3" DENOTES L X X 1/8" TEMP. Al XE x 3/16" L 2 X 2_ X 1/8" TEMP. ANGLE i i L /9 TFYP. AN(ILE 00 x 3" x 3/16" 0 DENOTES I oo DENOTES T.S. 3 X 2 X W5 x 9 COLUMN 2 X 1/8" TEMP. ANGLE I DENOTES BASE LIFTING POINT Z') X 2 X 1/8" TEMP. ANGLE r ] j L 2) X 2 X 1/8" TEMP. ANGLE t II i L 2 X 2 i 1 TEMP. ANGLE V) L 2 X 2 X 1/8" MP. ANGLE a- 1 W6 X 9 C) L 2 X 2 X 1 IS" TEMP. Af CY) L 2 X 2 X 1/8" TEMP ANGLE X E M A N C, E Q0 00 L 2 X 2 X1 /8" _MP. ANGLE co X X X STUB COLUMN (TYl Y X 3" X 3/16" X v W6 X 9 111,11) F W6 x 9 TIEL COLUMNS (TYP.) X STEEL COLUMNS (TYP.) J p; 3" X J/16" STEEL COLUMNS (TYP.) 7 00 11 x 3 160J w L3* x 3'x3/16 X- st V) Jim— W6 x 9 CL BRACING (TYP.) T LO STUB COLUMNS (TYP.) 0 MODULE LINES 00 3" DENOTES L X X 1/8" TEMP. Al XE x 3/16" L 2 X 2_ X 1/8" TEMP. ANGLE i i L /9 TFYP. AN(ILE 00 x 3" x 3/16" 0 DENOTES I oo DENOTES T.S. 3 X 2 X W5 x 9 COLUMN 2 X 1/8" TEMP. ANGLE I DENOTES BASE LIFTING POINT r ] j II j III a- D W6 X 9 C) L 2 X 2 X 1 IS" TEMP. Af 1 L 2 X 2 X 1/8" TEMP ANGLE X E M A N C, E 00 L 2 X 2 X1 /8" _MP. ANGLE co X X X STUB COLUMN (TYl Y X 3" X 3/16" X v W6 X 9 111,11) Ct 3" 306 STEEL COLUMNS k TYP TIEL COLUMNS (TYP.) X STEEL COLUMNS (TYP.) J 3" X J/16" STEEL COLUMNS (TYP.) 3" X 2 X I TEMP. ANGLE Cl- V) At,- F1 L 2 X 2 X 1 TEMP. ANGLE L IF 2 X 2 X 1/8" TEMP. ANGLEJ.i I - - --I------ - r- - ------- - - - - -- r_ C) V) 1LO, CD CD Iuli I ELI 100 II T-) U .[ I li=== — — — - __ — __r — -1-iUIriUU C X 6 These drawings and all iLmetion hereon are of a confidential nature and remain the property of Frey-Mass Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. @ 2005 Frey -Moss Structures, Inc. All rights reserved W6 x 9 3" 2' 3" 3" 3' 14-2 1 3" 3 " 3" 2 3" 3'-3" 3" 0" 3" 2' -10» L 1 1 1' _7" ; 3" 7 1 1 r 1-01, 3" 3- L3- 10-0" D)" 3'- 10" I T01C, STEFi- FRAME 13'- 10" 0/0 EEL FRAVE FRAME 11' -10" 0/0 STEEL FRAME D", UPPER FRAMING PLAN SCALE: 1/4" = V-0" DATE BY CHK REVISIONS 81912005 MTH 00 1. ADDED DIMS AND CALLOUS FOR COLUMNS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 FREV 0 S T R U C T U R E S 10'-11" 0/0 STEEL FRAME 14'-12 3 „u- j -7” 3" T S 9--1 3/4- FACE/FACE COLUMNS 10" 3" L 2 X 2 X 1/8" TEMP. ANGLE w/ L3 " x 3* x 3S/16" X-BRACING (TYP.) U — — — — — — — — — — SIN T 3" X 3" X 3/16" STEEL COLUMNS (TYP.) L3" x 3* X 3/16' COLUMNS (T Cn 17 Zj L 2 X 2 X 1/8" TEMP. ANGLE C5 X 6.7 CD (43 7- C5 X 6.7 C:D C5 X 6.7 C5 X 6.7 CD II C5 x 6.7 CID MANSARD FRAMING (TYI, II LF) C5 X 6.7 Lc-) 11 - - - - - - 1' -10" 3" Ln CD 00 00 14' -112 3" 3'- 7" 3" 2" 2' -10" 10'-11" 0/0 STEEL FRAME 3" Voice: (800) 366-6385 Fax: (770) 483-6037 www.frey-moss.com fms@frey-moss.com DENOTES T.S. 6 x 6" x 3/16" COLUMN i DENOTES 00 x 3" x 3/16" II 0 DENOTES X 3 X oo COLUMN 0 DENOTES T.S. 3 X 2 X W5 x 9 COLUMN I DENOTES BASE LIFTING POINT r ] j II j III a- D C) L 2 X 2 X 1 IS" TEMP. Af 1 L 2 X 2 X 1/8" TEMP ANGLE X E M A N C, E 00 L 2 X 2 X1 /8" _MP. ANGLE X STUB COLUMN (TYl Y X 3" X 3/16" X v W6 X 9 111,11) Ct TIEL COLUMNS (TYP.) 7 00 11 x 3 160J w L3* x 3'x3/16 X- V) Jim— W6 x 9 BRACING (TYP.) X 2 X I TEMP. ANGLE Cl- V) At,- F1 L 2 X 2 X 1 TEMP. ANGLE L IF 2 X 2 X 1/8" TEMP. ANGLEJ.i I - - --I------ - r- - ------- - - - - -- r_ C) V) 1LO, CD CD Iuli I ELI 100 II T-) U .[ I li=== — — — - __ — __r — -1-iUIriUU C X 6 These drawings and all iLmetion hereon are of a confidential nature and remain the property of Frey-Mass Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. @ 2005 Frey -Moss Structures, Inc. All rights reserved W6 x 9 3" 2' 3" 3" 3' 14-2 1 3" 3 " 3" 2 3" 3'-3" 3" 0" 3" 2' -10» L 1 1 1' _7" ; 3" 7 1 1 r 1-01, 3" 3- L3- 10-0" D)" 3'- 10" I T01C, STEFi- FRAME 13'- 10" 0/0 EEL FRAVE FRAME 11' -10" 0/0 STEEL FRAME D", UPPER FRAMING PLAN SCALE: 1/4" = V-0" DATE BY CHK REVISIONS 81912005 MTH 00 1. ADDED DIMS AND CALLOUS FOR COLUMNS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 FREV 0 S T R U C T U R E S 10'-11" 0/0 STEEL FRAME 14'-12 3 „u- j -7” 3" T S 9--1 3/4- FACE/FACE COLUMNS 10" 3" L 2 X 2 X 1/8" TEMP. ANGLE w/ L3 " x 3* x 3S/16" X-BRACING (TYP.) U — — — — — — — — — — SIN T 3" X 3" X 3/16" STEEL COLUMNS (TYP.) L3" x 3* X 3/16' COLUMNS (T Cn 17 Zj L 2 X 2 X 1/8" TEMP. ANGLE C5 X 6.7 CD (43 7- C5 X 6.7 C:D C5 X 6.7 C5 X 6.7 CD II C5 x 6.7 CID MANSARD FRAMING (TYI, II LF) C5 X 6.7 Lc-) 11 - - - - - - 1' -10" 3" Ln CD 00 00 14' -112 3" 3'- 7" 3" 2" 2' -10" 10'-11" 0/0 STEEL FRAME 3" Voice: (800) 366-6385 Fax: (770) 483-6037 www.frey-moss.com fms@frey-moss.com CD 7 NOTE: ALL PULL DIMENSIONS ARE TAKEN FROM OUTSIDE OF THE STEEL BASE FRAME OF EACH MODULE. PROHAS ENTERPRISES, INC. 3-Bay Lube Building UPPER FRAMING PLAN DRAWN BY: rAs&- DATE: 314105 CHECKED BY: DATE: APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed toauthoritytoviolate give or cancel the provisions of suchcodesshallbevalid. F] DENOTES T.S. 6 x 6" x 3/16" COLUMN Li DENOTES T.S. 3 x 3" x 3/16" LIFTING COLUMN 0 DENOTES X 3 X 14 GA. COLUMN 0 DENOTES T.S. 3 X 2 X 14 GA. COLUMN I DENOTES BASE LIFTING POINT r ] j LLJ j LOCATIONS U-) D C) 00 00 CD 7 NOTE: ALL PULL DIMENSIONS ARE TAKEN FROM OUTSIDE OF THE STEEL BASE FRAME OF EACH MODULE. PROHAS ENTERPRISES, INC. 3-Bay Lube Building UPPER FRAMING PLAN DRAWN BY: rAs&- DATE: 314105 CHECKED BY: DATE: APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed toauthoritytoviolate give or cancel the provisions of suchcodesshallbevalid. F] DENOTES T.S. 6 x 6" x 3/16" COLUMN 0 DENOTES T.S. 3 x 3" x 3/16" LIFTING COLUMN 0 DENOTES T.S. 3 X 3 X 14 GA. COLUMN 0 DENOTES T.S. 3 X 2 X 14 GA. COLUMN I DENOTES BASE LIFTING POINT r ] DENOTES WHEEL LOCATIONS P.E. of ES S /0/ AR 0 c--l' LU C 04 45 Cn M Exp. JOB # S5130007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" l'-O" DRAWING # - B5365-05 E12 12 OF 22 urawings ano an mtormation nereon are of a connaennal nai ain the property of Frey -Moss Structures, Inc. (FMS). Any us iroduction of these drawings for any purpose, except by writ ermission of Frey -Moss Structures, Inc. is strictly prohibited 2005 Frey -Moss Structures, Inc. All rights reserved DATE BY CHK REVISIONS IV +48 I I L -2 I II I L— t (1) L— t (k) r L -4 — — — I I n. I I I I I I I 48 L_2 I I I I I I I I II II I II II I I I I< I I I I I I I I I I I I I I jl I II II I J v 681912005 MTH 001 2. REVISED PER LOCAL REDUIREMNTS ED 00 1. MOVED SWITCHES AND ADDED CIRCUIT FOR OF 1 Vu 1 31wUnuala inwu.aanu. v.- Conyers, Georgia 30012 1302 Eska Way n' - - -., n7701 101 FREY UM MOSS Voice: (800) 366.6385 Fax: (770) 483 -6037 www.froy- moss.com 4menn 4rn.. -mnee rnm oRnwn sr: PROHAS ENTERPRISES, INC. GATE: 6 -7 -05 3 -Bay Lube Building CHECKED BY: cc ELECTRICAL PLAN DATE: JOB # Railroad Canyon Road IV +48 I I L -2 I II I L— t (1) L— t (k) r L -4 — — — I I n. I I I I I I I 48 L_2 I I I I I I I I II II I II II I I I I< I I I I I I I I I I I I I I jl I II II I J v I I I I I I I I yl I I I I I I I I I I I II II I II II I I I I I L -4 I I I I I I j I I II SY IDOLS LIST KEYED NOTE DESIGNATOR ZM MECHANICAL DESIGNATOR EQUIPMENT DESIGNATOR 20 FLUORESCENT LIGHT FIXTURE 20 FLUORESCENT LIGHT FIXTURE WITH BATTERY 13ACKUP o) (b) INDICATES DUAL BALLAST SWITCHING 4' FLUORESCENT LIGHT FIXTURE EMERGENCY LIGHT RECESSED DOWNLIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE POLE MOUNTED LIGHT FIXTURE SPECIFICATION GRADE 277 VOLT 20 AMP SINGLE POLE SWITCH SPECIFICATION GRADE 277 VOLT 20 AMP TWO POLE SWITCH 3 SPECIFICATION GRADE 277 VOLT 20 AMP THREE WAY SWITCH r SPECIFICATION GRADE 277 VOLT 20 AMP TIMER OVERRIDE SWITCH INDICATES FIXTURE TYPE INDICATES MOUNTING TYPE R INDICATES RECESSED S INDICATES CEILING MOUNTED WITH 1 -1/2" SPACERS C INDICATES CEILING MOUNT P INDICATES PENDANT MOUNT W INDICATES WALL MOUNT D SEE DETAIL CH INDICATES CHAIN HUNG PL INDICATES POLE MOUNT SPECIFICATION GRADE 120 VOLT 20 AMP DUPLEX RECEPTACLE WP - WEATHERPROOF GFI - GROUND FAULT INTERRUPTING SPECIFICATION GRADE 120 VOLT 20 AMP QUAD RECEPTACLE ISOLATED GROUND DUPLEX RECEPTACLE L SPECIAL RECEPTACLE AS INDICATED ON PLANS DIRECT CONNECTION TO EQUIPMENT JUNCTION BOX HP HORSEPOWER RATED SWITCH Fp FUSED DISCONNECT SWITCH FUSED PER MANUFACTURER'S RECOMMENDATIONS) EP SAFETY SWITCH CONTACTOR ZP L COMBINATION STARTER ELECTRICAL PANEL T -STAT (BY MECHANICAL) T TAMPER SWITCH F FLOW SWITCH 6 BELL SECURITY CAMERA EMERGENCY SHUT OFF SWITCH (ESOS) v DATA OUTLET V TELEPHONE OUTLET N CAN OUTLET CODE SIZE GROUND, NEUTRAL, AND HOT CONDUCTORS IN CODE SIZE CONDUIT UNLESS OTHERWISE INDICATED HOMERUN TO INDICATED PANEL CONDUIT BREAK OR CONTINUATION CONDUIT STUBBED UP CONDUIT STUBBED DOWN UNDERFLOOR OR UNDERGROUND CONDUIT These drawings and all nformatlon hereon are of a confidential nature and remain the property f Frey-Moss Structures, Inc. (FMS). Any use or reproduction of the *@ drawings for any purpose, except by written permission of FreIV•Moss Structures, Inc. is strictly prohibited. 2005 Frey-Moss Structures, Inc. All rights reserved DATE I BY I CHK I REVISIONS GENERAL NOTES 1. COLOR CODE WIRES AS FOLLOWS: CONDUCTORS -120.1208 VOLTS PHASE A BLACK PHASE B RED PHASE C BLUE NEUTRAL WHITE GROUND GREEN 2. ALL SWITCHES TO BE 20 AMP 277 VOLT SPECIFICATION GRADE. 3. ALL POWER JUNCTION BOXES TO BE MARKED WITH PANEL NAME AND CIRCUIT NUMBER WITH PERMANENT BLACK INK MARKER. 4. ALL WIRE SHALL BE STRANDED TYPE THHN/THWN, MINIMUM SIZE #12 UNLESS OTHERWISE INDICATED. 5. ALL HOMERUN JUNCTION BOXES SHALL BE MINIMUM OF 4" SO. 2 -1/8" DEEP. 6. COORDINATE WORK WITH ALL TRADES PRIOR TO INSTALLATION. 7. PROVIDE ACCURATE AS -BUILT DRAWINGS TO ENGINEER UPON PROJECT COMPLETION. 8. FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS. COMPLETE AS NOTED OR IMPLIED, NOT LIMITED TO WHAT IS SHOWN. 9. ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED IN THE CONTRACTOR'S BID. 10. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTANCIES WITH DESIGN OR INTENT, OR NEED FOR CLARIFICATIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF THE CONTRACTOR FAILS TO CLARIFY ANY QUESTIONS OR INCONSISTANCY, HE ACCEPTS RESPONSIBILITY TO CORRECT AT HIS COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY THE ENGINEER. 11. ALL MOUNTING HEIGHTS OF EQUIPMENT SHALL MEET ADA REQUIREMENTS UNLESS OTHERWISE INDICATED. 12. WHERE A GROUND WIRE IS NOT SPECIFIED, CONDUIT AND CONNECTIONS SHALL BE U.L. APPROVED AS GROUNDING CONDUCTORS OR N.E.C. SIZE GROUNDING CONDUCTOR SHALL BE INSTALLED. INCREASE CONDUIT SIZE IF REQUIRED. 13. ALL CONDUIT IN WALLS TO BE RUN VERTICAL, MINIMUM SIZE 3/4 14. ALL PENETRATIONS THROUGH WALL AND /OR CEILING SHALL BE SEALED USING AN APPROVED SEALANT AND HAVE THE SAME FIRE RATING AS ADJOINING WALL AND /OR CEILING. 15. MAINTAIN WIRE SIZE THROUGHOUT CIRCUIT. 16. CONDUIT AND WIRE FOR FEEDER BRANCH CIRCUITS SHALL NOT BE RUN ON OR ABOVE THE ROOF. ELECTRICAL SERVICES FOR ROOF MOUNTED EQUIPMENT ARE TO BE RUN IN A STRAIGHT LINE FROM THE ROOF PENETRATION AND TO THE EQUIPMENT CONNECTION OF THE UNIT SERVED. 17. ELECTRICAL FOR EQUIPMENT ON ROOF SHALL BE: A. THROUGH LEAD ROOF JACK. B. THROUGH EQUIPMENT PIPING CURB. C. THROUGH EQUIPMENT BASE. 18. ALL HVAC CONTROL CONDUIT, CONDUCTORS, AND TERMINATIONS BY DIVISION 15. 19. COORDINATE ALL DEVICE /FIXTURE LOCATIONS AND SPECIFIC REQUIREMENTS WITH OWNER /ARCHITECT PRIOR TO ROUGH -IN. 20. SEE MECHANICAL PLANS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT. 21. ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH LATEST AND ALL APPLICABLE LOCAL ORDINANCES. 22. ALL TRENCHING, BACKFILL, COMPACTION AND REPLACEMENT OF ASPHALT OR CONCRETE REQUIRED TO COMPLETE THIS CONTRACT SHALL BE INCLUDED IN THIS CONTRACTOR'S BID. IT SHALL BE REPLACED TO A CONDITION EQUAL TO THAT OF EXISTING CONDITIONS PRIOR TO INITIATION OF THIS CONTRACT. 23. ALL CONDUIT RUNS USING PVC CONDUIT SHALL USE RGS OR IMC FOR ANY BEND OVER 45' AND ALL 90' ELBOWS. 24. EACH LIGHT POLE SHALL HAVE A MINIMUM WIND WITHSTANDING RATING OF 100 MPH AND A 1.3 GUST FACTOR. IF LOCAL JURISDICTION HAS A HIGHER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL BE MET. PROVIDE A WELDED GROUNDING STUD WITH LOCKING NUT INSIDE THE POLE NEAR THE WIRING HAND HOLE. 25. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE PVC). MINIMUM 1" CONDUIT THROUGHOUT UNDERGROUND SYSTEM UNLESS OTHERWISE INDICATED. INSTALL NEW 3" WIDE NON - ADHESIVE HAZARD TAPE 18" ABOVE ALL CONDUIT RUNS. PANDUIT NO. HTU3Y -E OR APPROVED EQUAL. 26. EXPOSED CONDUIT TO A POINT 24" BELOW GRADE AND UNDERGROUND BENDS SHALL BE GALVANIZED RIGID STEEL CONDUIT. MINIMUM BURIAL DEPTH OF CONDUITS IS 24" BELOW GRADE. 27. ALL CONDUITS PENETRATING SLAB IN EXPOSED LOCATIONS SHALL BE RIGID STEEL. 28. CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE TO EXISTING SYSTEMS AT NO COST TO OWNER. 29. SEAL CONDUITS WHERE PASSING THROUGH WALLS OR CEILING OF COOLERS. SEAL BOTH EXTERIOR AND INTERIOR OF CONDUIT PENETRATION TO PREVENT CONDENSATION ACCUMULATION INSIDE CONDUIT OR LIGHT FIXTURES. 30. BRANCH CIRCUITS ARE INDICATED AS ONE CIRCUIT HOME RUNS FOR CLARITY ONLY. ELECTRICAL CONTRACTOR MAY GROUP SINGLE POLE BRANCH CIRCUITS IN MULTIPLE CIRCUIT HOME RUNS. (3 CIRCUITS MAXIMUM 0 120 /208V AND /OR 277/480, 3- PHASE. 2 CIRCUITS MAXIMUM 0 120/240 V 1- PHASE.) A GROUND CONDUCTOR SIZED PER N.E.C. ARTICLE 250 IS REQUIRED IN ALL POWER, RECEPTACLE AND LIGHTING CONDUITS. 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 CLIP PER NEC 410 -16(C) TYPICAL OF 4 12 SLACK SAFETY WIRE MIN OR AS PER - LOCAL JURISDICTION TO ACHIEVE REQUIRED SEISMIC RATING, ATTACHED TO THE GRID MEMBERS WITHIN 3 INCHES OF EACH CORNER OF THE FIXTURE. O O O O LAY -IN CEILING LAY -IN LIGHT FIXTURE SYSTEM NUMBER OF LAMPS AS INDICATED ON PLANS AND LIGHT FIXTURE SCHEDULE LAY -IN FIXTURE MOUNTING DETAIL N.T.S. iM 24" I FINISH WHERE APPLICABLE GRADE I 18" 24" 1 48" FLUSH HANDHOLE AND COVER FOR FUSES AND SPLICES GROUND STUD BASE COVER BOLT CIRCLE PER MANUFACTURER'S SPECS ANCHOR BOLTS (TYPICAL OF 4) BASE OF 3500LB CONCRETE EXPOSED PORTIONS TO HAVE SACK FINISH A R ND(6)H00 SVT ED TOGETHER UNDISTURBED EARTH HAZARD TAPE 1" CONDUIT OR SIZE AS INDICATED ON PLANS STEEL 90' ELBOW 10' -0" MINIMUM #6 BARE CU WIRE COILED BELOW BASE POLE BASE DETAIL N. T. S. NOTES: PROVIDE SHRINK RESISTANT GROUT UNDER BASE PLATE AND BASE COVER AFTER POLE IS SET TRUE VERTICAL. BRANCH PANELBOARD 78" 3$4V 66" 1 48" r Q-- @- -00 18" J FINISH FLOOR NOTES: 1. TYPICAL MOUNTING HEIGHTS UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 2. DIMENSIONS INDICATED ARE TO THE CENTER OF THE OUTLET BOX. nA MOUNTING DETAIL N.T.S. Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey- moss.com fms @fray- moss.com PANEL CONTROL CIRCUIT L -16 EXTERIOR SITE LIGHTING CONTROL DETAIL VOLTAGE: TORK #2101 PHOTO CONTROL 3 10 2 -50 f /c) MOUNT ON 1/2 "C 1 EXTERIOR BLDG. LTS 12" ABOVE ROOF - 12 LIGHT FIXTURE FACE NORTH, ADJUST TO 10 f/c TORK 7109L TIME BLOCK WITH RESERVE VERIFY # 'ON / OFF TIMES WITH OWNER. 7 1/2 "C - 3 #12 L TYPE DESCRIPTION MANUFACTURER 1) 30A 6P MAGNETICALLY HELD O LIGHTING CONTACTOR 'Cl' IN SURFACE AMPS NOTES ENCLOSURE 8 FOOT STRIP NQ PARKING LOT NIGHT LIGHTING ELECTRONIC 124 L -22,24 1.03 CASHIER COMPUTER /PRINTER 30A 8P MAGNETICALLY HELD TEJA -4 -32- MVOLT- GE8101S 0'= LIGHTING CONTACTOR 'C2' IN SURFACE 17 ENCLOSURE 20 SC) PARKING LOT LIGHTING, BLDG SIGNAGE, BLDG EXT LIGHTS ELECTRONIC L- 3,17,19,21,23 120 0.52 30A 8P MAGNETICALLY HELD 4 FOOT O LIGHTING CONTACTOR 'C3' IN SURFACE 23 ENCLOSURE 6 SIGNS) MONUMENT SIGN DMW- 2- 32- AR- MVOLT- GEB101S 27 L- 25,27,29 20 PANEL CONTROL CIRCUIT L -16 EXTERIOR SITE LIGHTING CONTROL DETAIL PANEL: L VOLTAGE: N.T.S. 3 10 20 1 EXTERIOR BLDG. LTS 5 12 LIGHT FIXTURE SCHEDULE SERVICE BAY LTS 7 12 20 TYPE DESCRIPTION MANUFACTURER LAMPS BALLAST WATTS VOLTS AMPS NOTES A 8 FOOT STRIP LITHONIA 4)F32 T8 ELECTRONIC 124 120 1.03 CASHIER COMPUTER /PRINTER 4 LAMP W/ TEJA -4 -32- MVOLT- GE8101S 20 1 1 REC - TELEPHONE BOARD 17 12 20 REFLECTOR EXTERIOR BLDG. SIGN 2)F32 T8 ELECTRONIC 62 120 0.52 B 4 FOOT LITHONIA 2 SITE LIGHTS 23 25 6 20 DAMP LOCATION DMW- 2- 32- AR- MVOLT- GEB101S 27 6 20 1 MONUMENT SIGN L ENCLOSED 2X4 ACRYLIC LITHONIA 3)F32 T8 ELECTRONIC 94 120 0.78 2 3 LAMP, LAY -IN 2SP- G- 3- MVOLT- GEB101S 35 12 20 2 SMOG EQUIPMENT D DUAL BALLAST 4' STRIPLIGHT LITHONIA 2)F32 T8 ELECTRONIC 62 120 0.52 2 2 LAMP EJA- 2- 32- MVOLT- GEB101S SPACE 1000 8.3 R M F SINGLE BALLAST DECORATIVE WALL LIGHT ABOLITE RD 150 26/32/42 CFL UE GAL LDS96 150W MH MAGNETIC 190 120 1.58 3.0 L PG3 WL LL WMB 26/32/42 CFL UE GWT 4.5 540 1 P1 POLE LIGHT GARDCO #G18- 2- 3XL- 1000MH- 208- BRP- LF -RPA2 t000MH MAGNETIC 1200 208 5.77 1 SINGLE HEAD GARDCO GULLWING #SRS- 30 -5.0 2 600 5.0 L L 11.5 LSI CHH 5 1000MHR F MT BRZ RPP WITH RTPBO 2 2 1384.8 11.5 S11G 30 S BRZ 30SRTBC 1384.8 11.5 L L 11.5 X1 COMBINATION EMERGENCY LITHONIA LED N/A 4.9 120 0.04 AND EXIT SIGN LHOM- S -W -3 -G -120 AND 2 600 5.0 L A 25.8 INCAN 2 AP ROV 600 5.0 NOTE A 25.8 VUH F, MIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, R 1 ORDER POLE MOUNTING CONFIGURATION PER SITE PLAN SHEET E1. INC. EF2 1320 11.0 A BY 11.0 A M 28.8 3462 WH 1 These Ian 1500 TAYLOR ENGINEERS, INC. 3 BAY LURE BUILDING LAKE ELSINORE, CA M applicable codes anrt r,,, ___ r adherence to the PANEL: L VOLTAGE: MANUFACTURER: NEMA: FEED: UTILITY SERVICE AIC: POLE WIRE CKT BKR NO. SIZE AMP POLE LOAD DESCRIPTION 1 12 20 1 PIT LIGHTING 3 10 20 1 EXTERIOR BLDG. LTS 5 12 20 1 SERVICE BAY LTS 7 12 20 1 EMERGENCY LTS EXIT SIGNS 9 12 20 1 OFFICE COMPUTER PRINTER 11 12 20 1 OFFICE COMPUTER /PRINTER 13 12 20 1 CASHIER COMPUTER /PRINTER 15 12 20 1 1 REC - TELEPHONE BOARD 17 12 20 1 EXTERIOR BLDG. SIGN 19 12 20 1 EXTERIOR BLDG. SIGN 21 6 20 2 SITE LIGHTS 23 25 6 20 1 MONUMENT SIGN 27 6 20 1 MONUMENT SIGN 29 6 20 1 MONUMENT SIGN 31 12 20 2 EXHAUST FAN 2 33 35 12 20 2 SMOG EQUIPMENT 37 1000 8.3 R 39 1 12 1 20 2 SMOG EQUIPMENT 41 SPACE 1000 8.3 R PANEL SCHEDULE Hereby granted to issue a buildin mulnorization is approval by all applicable City agencies. pending The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolatenr . _ cones shall be v N-uvisions 208 BUS RATING: 225 AMP MAIN CIRCUIT BREAKER PANEL SHALL BE UL LISTED k LABELED FOR USE 42 AS SERVICE RATED EQUIPMENT. LOAD SUMMARY SIZE. MOUNTING: SURFACE FACTOR ATE REF LOAD VA LOAD AMP TYPE AMPS TYPE LOAD AMP LOAD VA REF NOTE 49.5 TYPE R RECEPTACLES (OVER 1OkVA) A B C 0 1 564 4.7 L 13.7 15.8 L 15.7 15.7 16.6 16.6 8.3 4.5 9.5 9.5 23.1 23.1 30.8 30.8 30.8 12.5 39.8 41.2 12.5 12.5 12.5 R 9.0 1080 100% 1 1 R 7.5 900 0 1 LARGEST MOTOR LOADS 2 25% 996 8.3 L L 6.3 756 1 20 12 16 REC - SERVICE AREA 1128 9.4 L R 10.5 1260 20 12 20 SITE NIGHT LIGHTS 2 624 5.2 L R 8.3 1000 25 10 26 28 30 1000 8.3 R R 8.3 1000 2 40 8 34 36 1000 8.3 R 38 0 40 SPACE 1000 8.3 R M 1.5 1803603.0 L R 4.5 540 1 2 600 5.0 L R 4.5 540 1 2 600 5.0 L L 11.5 1385 2 2 1384.8 11.5 L 1384.8 11.5 L L 11.5 1385 A 25.8 3101 AC1 2 600 5.0 L 2 600 5.0 L A 25.8 3101 2 600 5.0 L A 25.8 3101 R 1.5 180EF2132011.0 A 1320 11.0 A M 28.8 3462 WH 1 1500 12.5 M M 28.8 3462 0150012.5 M 0150012.5 1 M 01500-1 12.5 1 M CONNECTED LOAD PER PHASE 103.0 142.8 149.5 PANEL NOTES 1 PROVIDE GFI TYPE CIRCUIT BREAKER CONN. DEMAND DEMAND LOAD SUMMARY VA FACTOR VA 2. ROUTE THUR LIGHTING CONTROLS. TYPE L CONTINUOUS LOADS 12967.2 125% 16209 DEMAND KVA TYPE R RECEPTACLES (FIRST 1OkVA) 8240 100% 8240 1 49.5 TYPE R RECEPTACLES (OVER 1OkVA) 0 50% 0 1 DEMAND AMPS TYPE M MISCELLANEOUS LOADS 13104 100% 13104 1 138 TYPE A AC LOADS 11942.4 100% 11942.4 1 TYPE K KITCHEN LOADS 0 65% 0 1 LARGEST MOTOR LOADS 0 25% 0 TOTAL 46253.6 14 49495.4 1 PROHAS ENTERPRISES, INC. 3 -Bay Lube Building ELECTRICAL SCHEDULES DRAWN BY: day R616- DATE: 6 -7 -05 CHECKED BY: r0 DATE: LOAD DESCRIPTION CKT BKR WIRE SIZE POLE NO. POLE AMP REC -PIT 1 20 12 2 REC -PIT 1 20 12 4 WAITING & OFFICE LTS 1 20 12 6 REC - WAITING AREA 1 20 12 8 SMOG COMPUTER PRINTER 1 20 12 10 SMOG COMPUTER /PRINTER 1 20 12 12 SPACE 14 LIGHTING CONTROLS 1 20 12 16 REC - SERVICE AREA 1 20 12 18 REC - SERVICE AREA 1 20 12 20 SITE NIGHT LIGHTS 2 20 6 22 24 AC UNIT 1 3 25 10 26 28 30 AC UNIT 1 RECP 1 20 12 32 HOT WATER HEATER HOT WATER HEATER 2 40 8 34 36 SPACE 38 SPACEI 40 SPACE 1 42 P.E. QROFESS/0 HAR01 F2 CD w C ©4 4 j Exp. 6 F C 1F AUG 2 6 2005 JOB # I S5B0007 Railroad Canyon Road Lake Elsinore, CA SCALE: N.T.S. - 1' -0" DRAWING # - B5365 -05 Iralm MEP CONSULTING ENGINEERS 7213 W. FRANKLIN RD. BOISE, IDAHO 83709 PHONE: (208 ) 377 -0033 FAX: (208) 377 -0055 EL2, 140F22 These drawings and all inforilniltion hereon are of a confidential nature and remain the property of fray -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Frey- MossiStructures, Inc. All rights reserved DATE BY CHK REVISIONS COLD WATER 0-- (HW) HOT WATER 0— (FW) FILTERED WATER (COLD WATER ONLY) TW) TEMPERED WATER SS SANITARY SEWER GT GREASE TRAP 0 HUB DRAIN HD -1 FLOOR SINK (FS -1) IM 81912005 MTH 00 2. REVISED PER LOCAL REQUIREMNTS 7 -25 -05 ED 00 1. REMOVED GAS AND ADDED TRAP PRIMER SLEEVE FOR CW TO PIT ACCESS PANEL SHUT -OFF IN ATTIC) i DETAIL 'A' DETAIL 'B' G.C. CONNECTION (TYP.) 1 /2 "0 CW HOSE BIBB PVC 2-0. 3-0, OR 4-0 BY G.C. 2' MIN. PVC BY FMP. D ETAI L "A" BY FMP BY G.C. TO S. DETAIL "B" APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be con5rued to permit or approve any violation of the appocable codes or ordinance. N:, permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. ALL VENTS ARE 2" UN0 ALL DRAIN LINES ARE 3" UN0 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way EQUIPMENT PLUMBING LEGEND CW) COLD WATER 0-- (HW) HOT WATER 0— (FW) FILTERED WATER (COLD WATER ONLY) TW) TEMPERED WATER SS SANITARY SEWER GT GREASE TRAP 0 HUB DRAIN HD -1 FLOOR SINK (FS -1) IM FLOOR DRAIN (FD -1) 12' HEIGHT OF ROUGH -IN ABOVE FINISHED FLOOR AFF ABOVE FINISHED FLOOR BD BUILDING DRAIN HIS HAND SINK DWV DRAIN, WASTE & VENT PIPES - SCH. 40 PVC FMP FREY -MOSS PLUMBER GC GENERAL CONTRACTOR (SITE CONTRACTOR) U.N.O. UNLESS NOTED OTHERWISE 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way FREY Voice: (800) 366.6385 Fax: (770) 483 -6037 www.froy- moss.com Silverton, Oregon 97381 S T R U C T U R E S fms @fret'- moss.com GENERAL NOTES: 1. ALL PLUMBING TO BE PER CODE REFERENCES ON SHT. Al. 2. REFERENCE SHEET P2 FOR WASTE RISERS,HOT AND COLD WATER RISERS. 3. ALL PLUMBING VENTS TO BE REVENTED AND POSITIONED AS NECESSARY TO MAINTAIN 10' -0" CLEARANCE BETWEEN VENT AND MAKE UP AIR (IF NECESSARY). 4. ALL DWV MATERIAL IS SCH. 40 PVC U.N.O. 5. ALL 1 1/4" 0 & SMALLER COPPER VERTICAL PIPING INSIDE BUILDING TO BE SUPPORTED BY HANGERS AT 6' -0" O.C. 6. ALL CPVC VERTICAL PIPING INSIDE BUILDING TO BE SUPPORTED AT NOT MORE THAN 6' -0" INTERVALS. 7. ALL 1 1/4" OR LESS - COPPER HORIZONTAL PIPING INSIDE BUILDING TO BE SUPPORTED BY HANGERS AT 6' -0" O.C. 8. OPEN 9. ALL 1 1/4" OR LESS CPVC HORIZONTAL PIPING INSIDE BUILDING TO BE SUPPORTED IN 6' -0' INTERVALS OR LESS. 10. REFERENCE THIS SHEET WITH SHEET F1 & P2. 11. ALL FLOOR DRAINS TO HAVE A SEAL TRAP. 12. ALL VENTS THRU ROOF SHALL BE A MINIMUM OF 3" 0 TO PREVENT FROST CLOSURE. 12" BELOW ROOF TO 12" ABOVE ROOF MINIMUM. 13. ALL P -TRAPS FOR EQUIPMENT INSIDE THE BUILDING BY FMS. 14. ALL P -TRAPS FOR FLOOR DRAINS UNDER BUILDING ARE PVC AND SUPPLIED BY FMS. (INSTALLED BY G.C.) 15. ALL SANITARY SEWER CONNECTIONS TO POINTS INDICATED ARE PVC OR PER LOCAL CODE AND ARE SUPPLIED BY G.C. 16. ADD INSULATION TO H.W. LINE & P -TRAP AT LAVATORIES HANDSINKS W/ EXPOSED PIPING. 17. ALL VENT AND DRAIN PIPING IN BUILDING IS PVC SCHEDULE 40 AND SUPPLIED BY FMS. 18. POTABLE WATER LINES ARE CPVC. FIELD NOTES: 1. BUILDING CUSTOMER TO FURNISH SITE PLAN SHOWING LOCATION OF SEWER, AND WATER MAINS, DUMPSTER PAD, AND STORM DRAINS WITH PLUMBING TIE INS TO BUILDING SEWER SYSTEM. 2. SITE CONTRACTOR TO SUPPLY AND INSTALL ALL PLUMBING REQ'D. ON SITE AND MAKE FIELD JOINT CONNECTIONS TO BUILDING AT LOCATIONS SHOWN ON SHEET F1, P1, & P2. 3. DRAINAGE AND VENT SYSTEM SHALL BE TESTED WITH 10' HEAD OF WATER AFTER BUILDING INSTALLATION. 4. WATER SUPPLY SYSTEM SHALL BE TESTED WITH NOT LESS THAN 25 PSI ABOVE WORKING PRESSURE BOTH IN SHOP AND ON SITE. NOTE: ALL PLUMBING FIXTURES TO BE AS SPECIFIED OR EQUAL PLUMBING FIXTURE SCHEDULE I S5130007 WATER Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - B5365 -05 ITEM FIXTURE DRAIN DESCRIPTION AND REMARKS SUPPLIED INSTALLED H C P -1 WATER 2" 3" TANK— MANSFIELD #137 FMP FMP CLOSET BOWL— MANSFIELD #160 w/ OPEN SEAT — SEAT — 17" TO 19" A.F.F. TO TOP OF SEAT P -2 LAVATORY w/ CLEAR FLOOR 2" 2" 1' /z" GERBER — #12 -314 FMP FMP SPACE OF 30 "W X 48" P -3 WATER FOUNTAIN 2" 1'h" OASIS REFRIG. WATER FOUNTAIN FMP FMP P -4 WATER HEATER 1 A.O. SMITH — #ELSF -10 ON A STAND FMP FMP HOLD 4" OFF WALLS P -5 SERVICE MOP Y2 2 2" MUSTEE UTILITUB 16 — 34" MAX. A.F.F. FMP FMPSINKROMIM P -6 4" FLOOR DRAIN 4" 4" DRAIN W /TRAP PRIMER FMP FMP PROHAS ENTERPRISES, INC. 3 -Bay Lube Building PLUMBING PLAN DRAWN BY: DATE: 61912005 CHECKED BY: car DATE: P. oRROFESS / o4,9 c HARP` ®Ffi C 04.43 c Exp. AUG 2 6 2005 D JOB # I S5130007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - B5365 -05 Pi 15 OF 22 I oil These drawings and all infolation hereon are of a confidential nature and remain the property of Frey-Mass Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Mass Structures, Inc. is strictly prohibited. 2005 Frey -Mos Structures, Inc. All rights reserved DATE BY CHK REVISIONS Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - B5365 -05 81912005 MTH 00 2. REVISED PER LOCAL REGUIREMNTS 7.25 -05 1 ED 00 1 1. ADDED TRAP PRIMER 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 I:Pry 0 STRUCTURES Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.froy- moss.com fms @frey- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building PLUMBING RISERS DRAWN BY: DATE: 61912005 CHECKED BY: cc DATE: GO c Q LU U E P Af30'Fy MAr,S2 cA? JOB # I S5130007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - B5365 -05 P2 160F22 fit' AUG--2,6 206' a These drawings and aA information hereon are of a confidential nature and remain the propert of FreyMoss Structures, Inc. (FMS). Any use or reproduction of th se drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Fr4Moss Structures, Inc. All rights reserved DATE BY CHK REVISIONS 81912005 MTH 00 1. REVISED PER LOCAL REQUIREMNTS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 O t. STRUCTURES Voice: (800) 366.6385 Fax: (770) 483 -6037 www.froy- moss.com fms @frey- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building MECHANICAL PLAN uniAVVIY DI-. A ga*_ DATE: 6 -7 -05 CHECKED BY: Coco DATE: of ESS /ov HARp F c C.D Cn C 04 445 ` Exp. JVIJ T/ aJNUVYV/ Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - B5365 -05 G 2 6 Z005 M 1 170F22 PACKP,GED AIR CONDITIONER UNITS REFERENCE OUTSIDE AIR SUPPLY FAN COOLING HEATING MARK MFGR MODEL DISCHARGE SERVICE OAT AIRFLOW AIRFLOW, EXT. S.P. MOTOR NOMINAL TOTAL CAP, SENS. CAP, EER/ TYPE F (CFM) (CFM) (IN. W.C.) (HP) (TONS) (MBH) (MBH) SEER 1,200 1 0.33 3 38.1 36.0 —/10.2 HEAT PUMP AC -1 TRANE WSCO36A3ROA * *E VERTICAL OFF LOBBY 97.9 120 REMARKS: 1 PROVIDE UNIT WITH HINGED ACCESS DOORS, 2' PLEATED FILTERS, LOW AMBIENT CONTROL TO 35F, DISCONNECT WITH SINGLE POINT WIRING. 2 PROVIDE UNIT WITH SUPPLY AIR DUCT – MOUNTED SMOKE DETECTOR INTERLOCKED WITH UNIT POWER SUPPLY FOR AUTOMATIC SHUTDOWN. 3 PROVIDE POWERED CONVENIENCE OUTLET 4 PROVIDE PROGRAMMABLE 7 DAY THERMOST AND WIRE BETWEEN UNIT AND THERMOSTAT 5 PROVIDE WITH 25% OSA HOOD ECONOMIZER FULLY INTEGRATED WITH ENTHALPY CONTROLS. 6 FMS TO PROVIDE AN INSULATED ROOF CURB. RE: ARCHITECTURAL ROOF PLANS FOR ROOF SLOPE ALTERNATE MANUFACTURERS ALLOWED. RE: SPECIFICATIONS ELECTRICAL INPUT OUTPUT HEATER VOLTAGE PHASE MCA MOCP, OPP. WEIGHT UNIT HEIGHT REMARKS MBH) (MBH) (KW /FLA) (AMPS) (AMPS) (LBS) W/ CURB (IN.) 35.0 1 208 3 19.1 1 30 442 36" f,3,4,6 MARK POWER MFGR MODEL AREA SERVED TYPE VENTILATORS SCHEDULE DRIVE CFM ESP RPM HP ELECT WEIGHT (LBS.) REMARKS EF -1 COOK GC -140 RESTROOMS CEILING DIRECT 100 0.125 1,374 62 WATTS 115 / 1 41 1,5, 6,9',8, 9, f 0 EF -2 GREENHECK GB -180 -5 PIT AREA ROOF BELT 2728 0.5 875 1/2 HP 208/1 1 5 1,2,3,4, f f REMARKS: TYPE DIFFUSER BORDER f ROOF CURB BY FMS FOR SLOPED ROOF. 7 PROVIDE WITH RUBBER –IN –SHEAR ISOLATOR 2 PROVIDE WITH BACKDRAFT DAMPER. 1 8 PROVIDE WITH ROOF CAP. 24X24 9 PROVIDE WITH ROOF JACK WITH BIRD SCREEN AND BACK DRAFT DAMPER. 3 PROVIDE WITH WEATHER PROOF DISCONNECT SWITCH. 81912005 1 MTH 10 PROVIDE WITH PLASTIC INTAKE GRILL. 4 PROVIDE WITH BIRD SCREEN, CD -2 5 INTERLOCK WITH TOILET ROOM LIGHT SWITCHES. ft INTERLOCK WITH LUBE BAY LIGHTING 6 PROVIDE WITH SOLID STATE SPEED CONTROLLER. 24X24 SYMBOLS LIST XX AIR DEVICE EQUIPMENT DESIGNATION X CFM XX" TS N THERMOSTAT SENSOR SMOKE DETECTOR FLEXIBLE DUCT, 14' -0' LONG MAX. T CEILING DIFFUSER (FLOW ARROWS SHOWN OO ® ONLY IF AIR FLOW NOT SYMMETRICAL) CEILING RETURN /EXHAUST GRILLE These drawings aid all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. TMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005I1'rey -Moss Structures, Inc. All rights reserved GENERAL NOTES 1. LOCATE, CUT AND FRAME ROOF OPENINGS AS SHOWN FOR ALL HVAC EQUIPMENT AND EXHAUST FANS. 2. PROVIDE ANY FRAMING REQUIRED FOR DIFFUSER INSTALLATION IN HARD CEILING. 3. INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL STANDARDS FOR NEW NON– RESIDENTIAL BUILDINGS, IF REQUIRED. 4. ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES. SAFETY ORDERS AND REGULATIONS. 5. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. 6. PROVIDE CONDUIT FOR LINE AND LOW VOLTAGE WIRING, LINE VOLTAGE WIRING SWITCHES, AND FINAL CONNECTIONS. 7. ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED WITH ADEQUATE ROOM FOR SERVICING, INCLUDING SUBSTITUTE EQUIPMENT NAMED IN THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A 1/4- SCALE DRAWING OF ALL EQUIPMENT SUBSTITUTED FOR APPROVAL PRIOR TO INSTALLATION, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL AND ARCHITECTURAL IMPACT, CLEARANCE REQUIREMENTS AND UTILITY REQUIREMENTS. 8.HVAC UNITS SHALL BE MOUNTED LEVEL ON ROOF CURBS. 9. ALL DUCTWORK SHALL BE EXTERNALLY INSULATED. 10. ALL ROUND SUPPLY /RETURN DUCTS SHALL BE RIGID, WITH THE EXCEPTION OF THE LAST 14' -0 ", WHICH MAY BE FLEX. 11. SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AIR DUCT AND SHALL DEACTIVATE ROOFTOP UNIT UPON SENSING SMOKE. SMOKE DETECTOR SHALL BE INSTALLED IN RETURN AIR DUCT ONLY WHERE REQUIRED BY CODE. CONTRACTOR TO PROVIDE AND INSTALL DUCT SMOKE DETECTOR. 12. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10' -0' FROM EXHAUST FANS AND /OR VENTS. DATE BY CHK REVISIONS SCHEDULE- MARK MFGR MODEL TYPE DIFFUSER BORDER FACE SIZE MOUNTING REMARKS o I g W V) 24X24 6X6 X 81912005 1 MTH 00 1. REVISED PER LOCAL REQUIREMENTS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 PIT EXHAUST CALCULATIONS PER UBC 1202.2.7 33' -6 1/2" x 47' -4" = 1588 SQ. FT. X 1.5 CFM /SQ.FT. = 2382 CFM EXHAUST FAN = 2728 CFM X 60 MINUTES PER HOUR = 58,380 CUBIC FEET PER HOUR STATIC MAKE —UP AIR USES 3) 12" ROUND DUCTS USING DUCTULATOR, 3) 12" ROUND @ 0.2 FRICTION HAS A 2925 CFM CAPACITY OK Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey - moss.com fms @frey- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building MECHANICAL SCHEDULES APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. gY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. DRAWN BY: 4 R616- DATE: 6.7.05 CHECKED BY: CPO DATE: P.E. Q pFESSIpN 5 HAR6,O w C.0 45 U' Exp. AUG 2 6 2005 JOB # I S5130007 Railroad Canyon Road Lake Elsinore, CA SCALE : N.T.S. — 1' -0" DRAWING # - B5365 -05 M 2 18 OF 22 AIR DEVICE SCHEDULE- MARK MFGR MODEL TYPE DIFFUSER BORDER FACE SIZE MOUNTING REMARKS o I g W V) 24X24 6X6 X FURNISH SQUARE TO ROUND ADAPTER. CD -1 TITUS TDC SUPPLY CD -2 TITUS TDC SUPPLY 24X24 18X18 X FURNISH SQUARE TO ROUND ADAPTER. 24X24 16X16 X EGG CRATE — 1/2 "X1/2 "X1/2" CORE RG -1 TITUS 5OF —NT RETURN 350RL RETURN 6X6 18X10 X X EG -1 TITUS REMARKS: 1 2 3 . 4 DIFFUSERS IN SURFACE MOUNTED CEILINGS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPERS. SEE CEILING PLAN FOR CEILING TYPES. PROVIDE DIFFUSERS AS 4 —WAY UNLESS SHOWN OTHERWISE ON FLOOR PLAN. NECK SIZE SHALL MATCH DUCT CONNECTION SIZE, SEE FLOOR PLAN FOR SIZES. PROVIDE WITH VERTICAL ADJUSTABLE FRONT BLADES, HORIZONTAL ADJUSTABLE BACK BLADES AND OPPOSED BLADE DAMPER, PIT EXHAUST CALCULATIONS PER UBC 1202.2.7 33' -6 1/2" x 47' -4" = 1588 SQ. FT. X 1.5 CFM /SQ.FT. = 2382 CFM EXHAUST FAN = 2728 CFM X 60 MINUTES PER HOUR = 58,380 CUBIC FEET PER HOUR STATIC MAKE —UP AIR USES 3) 12" ROUND DUCTS USING DUCTULATOR, 3) 12" ROUND @ 0.2 FRICTION HAS A 2925 CFM CAPACITY OK Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey - moss.com fms @frey- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building MECHANICAL SCHEDULES APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. gY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. DRAWN BY: 4 R616- DATE: 6.7.05 CHECKED BY: CPO DATE: P.E. Q pFESSIpN 5 HAR6,O w C.0 45 U' Exp. AUG 2 6 2005 JOB # I S5130007 Railroad Canyon Road Lake Elsinore, CA SCALE : N.T.S. — 1' -0" DRAWING # - B5365 -05 M 2 18 OF 22 These drawings anil all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction olthese drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved DATE BY CH K REVISIONS I 7 -25 -05 ED 1. ADDED OUTLET FOR HVAC AUG 2 2i U 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way C ;I -ar+nn nrannn 071121 FREY MOISS Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey- moss.com fms @fret'- moss.com PROHAS ENTERPRISES, INC. 3 -Bay Lube Building nnnr rr11IIn11 III r111T 1'11 AAI AR P` ®'F\ E: 314105 ' ? Railroad Canyon Road M 3 CKED BY: " C 04 = Lake Elsinore, CA Exp. 4 E: TF C ,xP SCALE: 114" = 1' -0" 19 OF 2 DRAWING # - B5365 05 f SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS PART 1 - GENERAL 1.1 SUMMARY A. Labor, materials, tools, and services for a complete installation of equipment and system contained in the Contrail Documents. B. Principal features of the work included are: 1. Heating, ventilating, air conditioning systems, controls, and mechanical system insulation. 2. Roof curbs for HVAC systems, intake hoods, lowers, supply fans, and relief vents furnished and set under this Division. 3. Plumbing system and related piping insulation. 4. Domestic water piping, valves, connections and related piping insulation. 5. Limited area fire protection (sprinkler system). 6. Refrigerant piping, connections, refrigerant and refrigerant charges. 7. Excavating and backfilling for mechanical work; coordinate with Section 02300. 8. Anchor bolts, sleeves, supports and similar items to be built into concrete or masonry. 9. Preparation for testing and balance of mechanical systems and correcting deficiencies. 10. Preparation and submittal of shop drawings and product data. 11. Maintaining a record set of blueline pdrds and marking them to indicate locations of concealed items, and deviations made to suit conditions and production of mechanical as -built (record) drawings. 1.2 JOB CONDITIONS A. Submittal of bid implies bidder has read applicable paragraphs of the specifications and will be bound by their conditions. 1.3 LOCAL CONDITIONS A. Conform with local conditions. Coordinate with local utilities on size of uthTdy services. 1.4 INTENT A. The contract documents (drawings and specifications) describe the mechanical work of this project. Any item mentioned in one part shall be as binding as though mentioned in both. B. The contract documents form a guide for a complete mechanical installation. Where an item is reasonably necessary but not specifically mentioned, such as duct hangers or transitions. piping offsets, drains, etc., for a complete system, provide same. C. Mechanical layouts indicated on drawings are diagrammatic only. Exact locations of duds, pipes, and equipment shall be governed by the drawings of related trades and /or site specific conditions. 1.5 DEVIATIONS A. No deviations from specifications and drawings shall be made without full knowledge and written consent of Construction Manager. B. Should Contractor find, during progress of work conditions which dictate a modification of any particular requirements, report such item promptly for decision or instructions. Modifications made without the Owner's approval will be at the Contractor's expense. 1.6 QUALITY ASSURANCE A. Comply with all applicable local, state and federal codes. B. Comply with all applicable requirements of recognized industry associations which promulgate standards for the various trades. C. Employ only qualified journeymen for this work. Employ competent, qualified mechanics to supervise the work. 1.7 CODES AND STANDARDS A Perform work specified in Division 15 in accordance with all applicable codes and standards listed below, and such standards that may be specified in other sections. When these specifications are more stringent, they take precedence. In case of conflict, obtain a decision from the Construction Manager. 1. NFPA 54: National Fuel and Gas Code. 2. NFPA 90A: Air Conditioning and Ventilation Systems. 3. NFPA 101: Life Safety Code. 4. Applicable State or City Building Code. 5. Applicable State Mechanical Code. 6. National Standard Plumbing Code (or Applicable State Plumbing Code). 7. Handicapped Code ANSI Al hed wall.917.1 and ADA 8. Applicable State Energy Code. 9. AGA: American Gas Association. 10. ANSI: American National Standards Institute. 11. ARI: American Refrigeration Institute. 12. ASHRAE: American Society of Heating, Refrigeration and Air Conditioning Engineers. 13. ASME: American Society for Mechanical Engineers. 14. ASTM: American Society for Testing and Materials. 15. MSS: Manufacturer's Standardization Society of the Valve and Fitting Industry. 16. NEMA: National Electrical Manufacturers' Association. 17. NFPA: National Fire Protection Association. 18. SMACNA: Sheet Metal and Air Conditioning Contractors' National Association. 19. UL: Underwriters' Laboratories, Inc. 1.8 COORDINATION A. Carefully examine specifications and drawings to be thoroughly familiar with items `Which require plumbing or HVAC connections and coordination. B. Coordinate with other Divisions to leave proper chases and openings. Place outlets, anchors, sleeves, and supports prior to pouring concrete or installation of masonry work. 1.9 SUBMITTALS A. Submittals are only required for specific items of equipment or material fisted in individual sections of these specifications. B. Within 15 days after award of contract for this work, submit a fist of proposed manufacturers (of equipment or material to be used) for approval. Submit this list before submittal of shop drawings and product data, and obtain approval before submitting required items. C. Shop Drawings (Not required for Owner furnished equipment, if any). 1.10 DELIVERY AND STORAGE A. Insofar as possible, deliver items in manufacturer's original unopened packaging. Where that is not practical, cover items with protective materials to keep them from being damaged. Use care in loading, transport, unloading, and storage to keep items from being damaged. Damage caused by a failure to protect items may require damage to be corrected at Contractor's expense as determined by the Construction Manager. B. Store items in a clean, dry place, and protect from damage. 1.11 FIRE RATINGS A. Materials used anywhere in the work must have NFPA ratings as follows: 1. Flame Spread - Not over 25. 2. Smoke Developed - Not over 50. 3. Fuel Contributed - Not over 25. B. Materials shall be "Self Extinguishing." 1.12 PERMITS AND FEES A. Obtain, pay for, and deliver permits, certification of inspection, and other such items required by the authorities having jurisdiction. Deliver certifications to the Construction Manager prior to Final Acceptance of the work. An inspection certificate for each class of work requiring inspection must be submitted prior to or with the final payment invoice. The responsible Trade Contractor must make application for the inspection, coordinate same and pay the required inspection fee. 1.13 EXTENDED WARRANTIES A. Work furnished under the Contract shah be warranted against defects in workmanship and (Contractor furnished) materials for a period of not less than one (1) year, or as otherwise specified, from the date of Final Acceptance of the installation. Defects of workmanship developing during this period shall be remedied. and defective material replaced, without additional cost to Owner. When defectsTradeContractor's work causes damage to the work of other Trade Contractors, such damage shall be repaired by the Trade causing damage and work restored to its original condition, at the expense of the Trade Contractor that caused the damage. PART 2 - PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Within the Contract Documents relating to mechanical work manufacturers' names, catalog numbers, and other proprietary references to materials and equipment are made. Such references are made to establish the standards of quality and type required, and not to limit competition. Acceptable manufacturers of competitive Products are listed in applicable sections as ,approved equals". Reasonable requests for substitution or additions to "approved equals' will be considered, but the Construction Manager will be the sole judge of acceptability of items proposed as substitutes. Failure to obtain Construction Manager's approval shall be at Contractor's expense. B. Materials and equipment used in carrying out these specifications shall bear UL or other recognized testing laboratory label when such labels are available. PART 3 - EXECUTION 3.1 LOCATIONS A. Mechanical layouts indicated on drawings are diagrammatic. Exact locations of ducts, pipes, and equipment may vary because of conflicts with work of other trades. Work out conflicts where relocations will not affect operation or appearance of systems. These drawings and all Lormation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Frey1moss Structures, Inc. All rights reserved DATE I BY CHK I REVISIONS B. Locate equipment requiring periodic servicing so that 4 is readily accessible. Do not back up service sides to walls, nor place it too close to other equipment to make service impractical. Equipment service clearances shall meet minimum acceptable distances as recommended by equipment manufacturer. 3.2 UTILITIES EXCAVATING AND BACKFILLING A. Perform trenching, excavating, badkfilling for mechanical work in accordance with Section 02300 and as set forth below. 1. Perform work necessary for installation of mechanical/pluinbing utilities. 2. Depth of excavation to provide a minimum of 3' above top of pipe. Excavation to be carried to a depth of at least 6" below bottom of pipe elevation. Fill below pipe (6'), around pipe, and a minimum of 12" above pipe with sand or Class "B" crushed stone tamped firm and even. Separate topsoil during excavation. Final layer of dirt (12" minimum) to be topsoil. Trenches to be at least 18" wider than pipe with batterboards placed every 25'. Backfilling shall be done to exclude use of rock or stone above sand or crushed stone. 3.3 CUTTING AND PATCHING A Repair or replace routine damage caused by cutting in performance of contract. B. Correct unnecessary damage caused due to installation of mechanical work. C. Perform repairs with materials which match existing and install in accordance with the appropriate section of these specifications. 3.4 CONNECTION TO EQUIPMENT A Connect or install equipment shown on mechanical drawings that requires plumbing and /or mechanical hookups. 1. Rough -in piping and conned equipment. 2. Provide piping, shutoff vales, and unions required for a complete installation. 3.5 SERVICE OF SYSTEMS A If equipment is placed in service prior to acceptance of the project by Construction Manager, operate equipment strictly in accordance with manufacturer's instructions. B. Employ competent, qualified personnel in operation of the equipment. C. Provide for proper operation and cleanliness. D. Open up equipment for inspection as directed by the Construction Manager. E. Lubricate equipment and perform such other maintenance as required to place it in new, defect free, operating condition. END OF SECTION SECTION 15500 HEATING, VENTILATION AND AIR CONDITIONING PART 1 - GENERAL 1.1 SUMMARY OF WORK Furnishing of all labor, materials, tools, transportation, services, and related items necessary to complete the installation of the HVAC system as illustrated on the drawings, together with all necessary auxiliaries and appurtenances. A Items include but are not limited to the following: 1. Packaged rooftop unit. 2. Heat exchanger. 3. Refrigeration components. 4. Unit operating controls. 5. Air filters. 6. Roof curb. 7. Electrical power connections. 8. Operation and maintenance service. 9. Ductwork. 10. Ductwork specialties. 11. Access panels and doors. 12. Ductwork insulation. B. Submit Product Data. C. Submit Shop Drawings, including mounting and installation details for roof curbs and coordination with roofing system. D. References 1. ASHRAE 90.1 -2001 - Energy Standard for Buildings. Establishes minimum efficiencies for equipment. 2. NFPA 90 A & B - Installation of Air Conditioning and Ventilation Systems and Installation of Warm Air Heating and Air Conditioning Systems. 3. ANSI / ASHRAE 15 - Safety Code for Mechanical Refrigeration. 4. ARI 360 - Commercial and Industrial Unitary Air Conditioning Equipment testing and rating standard. Applies to Gas/Electric Units above 135,000 BTU. 5. ANSI / ASHRAE 37 - Testing Unitary Air Conditioning arxi Heat Pump Equipment. 6. ANSI Z21.47/UL1995 - Unitary Air Conditioning Standard for safety requirements. 7. ARI 210240 - Unitary Air Conditioning Equipment and Air- Source Heat Pump Equipment. Applies to all units below 135,000 BTU. 8. ARI 270 - Sound Rating of Outdoor Unitary Equipment. 9. ARI 370 - Sound Rating of Large Outdoor Refrigerating and Air Conditioning Equipment. 10. ANSI/NFPA 70 -1995 - National Electric Code. E. EER: Equal to or greater than prescribed by ASHRAE 90.1, "Energy Efficient Design of New Building, except Low -Rise Residential Buildings' 1.3 QUALITY ASSURANCE A Manufacturer's Qualifications: Install packaged units. as indicated in the Drawings, in accordance with the Manufacturer's instructions and requirements. Provide related products and accessories from one manufacturer. Store materials in accordance with manufacturer recommendation protecting from dirt, moisture, contaminants and weather. B. Codes and Standards: Perform all installations in accordance with the latest standards as recognized by ASHRAE, SMACNA and all applicable state and local codes and ordinances. C. Workmanship: Experienced, well- trained worlaers competent to complete the work as specified shall perform Labor in conformance with generally accepted trade standards. Install all equipment square and plumb allowing access for proper operation, adjustment and service. 1.4 STRUCTURAL AND SPACE CONDITIONS A AA work shall avoid obstructions and interference with other trades, preserve headroom and keep openings and passageways clear and free. 1.5 VIBRATION AND NOISE A install each of the various pieces of equipment to operate without objectionable vibration or noise. 1.6 BALANCING AND TESTING . A Test and Balance shall be performed by a nationally qualified Test and Balance Company contracted directly by contractor. B. Contractor shall coordinate testing with the Testing and Balance Company. All systems shall be fully operational prior to commencement of testing. Correct all deficiencies noted in the Test and Balance Report within three days or prior to store opening. C. Assume responsibility for correcting all items determined to be the result of improper or incomplete installation. D. Contractor shall be responsible for providing test reports to the local jurisdiction as required for Certificate of Occupancy. 1.7 CLEAN -UP A At the completion of the work, dean the area of alt debris such that the Project is left in a neat and clean manner as deemed acceptable by the Owner. 1.8 WARRANTY A In addition to honoring all Contractor supplied equipment manufacturers' warranties, the Contractor shall warrant and correct all defects in Contractor supplied material and all workmanship for a period of one (1) year after acceptance of Project by the Owner. Warranty costs shall include all labor and material associated with the correction of work covered under this Contract. PART 2 - PRODUCTS 2.1 ROOF TOP AIR CONDITIONING UNITS, FANS AND Alp OUTLETS A Equipment shall be as indicated on the Drawings. Air Conditioning unit shall include hard -start kit for low ambient temperature operation. 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 F,REY UWM,OS STRUCTURES O S B. The manufacturer shall include the following items: 1. 5 -year compressor warranty - parts only. 2. 10 -year heat exchanger warranty - parts only. 3. Factory installed two- position motorized damper. 4. Factory installed hard start kit for low ambient to zero degree operation. 5. Factory installed hinged access panels. 6. Through the base gas and electrical connections to minimize roof penetrations. 7. Factory installed circuit breaker. 8. Factory installed unpowered convenience outlet. 9. Factory supplied / field installed supply air smoke detector. C. The contractor shall furnish manufacturer complete submittal wiring diagrams of the packaged unit as applicable for field maintenance and service. 2.2 DUCTWORK A. Rectangular Ducts Fabrication, General: Except as otherwise indicated, fabricate rectangular ducts with galvanized sheet steel, in accordance with SMACNA - HVAC Duct Construction Standards, Tables 1 -3 through 1 -19, including their associated details. Conform to the requirements in the referenced standard for metal thickness, reinforcing types and intervals, tie rod applications, and joint types and intervals. C. Flexible Ductwork Fabrication, General: 1. Factory preinsulated, spiral helix steel spring permanently bonded to an interior liner, and sheathed in an exterior reinforced laminated vapor barrier jacket. 2. Precut lengths of flexible duct with continuous inner liner, factory installed female collars and fastening devices at each end. 3. Provide spin -in extractor/ balancing damper assembly complete with a level position indicator and positive locking device, as indicated on the Drawings, round duct takeoffs from rectangular main ducts. D. Label entire assembly in accordance with UL 181 Class 1 air duct requirements and not have a flame and smoke spread rating in excess of 25/50 respectively. 2.3 DUCT ACCESS PANELS AND DOORS A. In sheet metal work, hollow core double construction of same or heavier gage material as duct in which installed, products by CESCO, Vent Products, Air Balance, or equivalent. 1. Provide Ventlok or approved hinges and latches on all doors; 100 Series hinges and latches on low pressure system doors up to 18- inches maximum dimension, 200 Series on larger low pressure system doors and 333 Series on high pressure systems. 2. Construct doors up to 18- inches maximum dimension with one inch overlap fit and gasket with 3/4 -inch by 1/8 -inch sponge rubber, fit larger doors against 1 -1/2 inches by 1/8 -inch flat stock or angle frame and gasket with 3/4 -inch by 1/8 -inch sponge rubber or felt. 3. Door swing to be opposite airflow direction. 2.4 DUCTWORK SPECIALTIES A. Volume and Splitter Dampers 1. Galvanized sheetmetal blade and frame with Ventfabrics Inc., Ventlok operating hardware. 2. For accessible dampers, provide #641 self - locking dial regulators and #644 self - locking dial regulators for insulated ductwork, 637 square end bearing, and #635 spring end bearing, as applicable. 3. For inaccessible dampers, provide #666 or #677 concealed locking damper regulator with bearings as above. For static pressures above 3 -inch W.G., provide #640 HiVel dial regulator and #609 HiVel end bearing for accessible dampers. B. Multi- Louver Volume Dampers 1. 16 -gauge galvanized steel frame. Opposed, 6 -inch wide, 16 -gauge galvanized steel blades. Concealed linkage in frame. 2. Titus #AG -35 -B, Ruskin #CD35 /OBD or equal. C. Flexible Connections 1. Provide flexible connectors at the discharge and inlet of fans, air handlers, rotating mechanical equipment, and where shown on the Drawings for proper vibration isolation. 2. Neoprene impregnated glass cloth with 24 -gauge galvanized metal frame. Minimum dimensions: 3 -inch metal, 3 -inch fabric, 3 -inch metal. 3. Duro Dyne #MFN4, Ventfabrics "Ventglas ", Q Industries, Consolidated Kinetics, Elgen, or equal. D. Backdraft Dampers 1. Provide counterweight type complete with frame, end bearings, counterbalance assembly, blades, and linkage. 2. Install at outside air intakes, exhaust outlets, and where shown on Drawings. 3. Pacific Air Products #PRD- 100AL, Ruskin #CBS -7 or equal by Swartwout, American Warming, or Vent Products. 2.5 DUCT INSULATION A. Acceptable Manufacturers: Provide products of the following manufacturers, complying with specified requirements. Equivalent products of other manufacturers will be considered in accordance with the "or equal" provision specified in Section 01000 - Supplemental General Requirements, and the Construction Contract. 1. Owens- Corning Fiberglas Corp. 2. Johns Manville Corp. 3. Certainteed Corp. B. Al insulation material shall comply with applicable energy conservation regulations for Project location. C. Provide composite mechanical insulation (insulation, jackets, coverings, sealers, mastics and adhesives) with flame- spread index of 25 or less, and smoke - developed index of 50 or less, as tested by ASTM E84 (NFPA 255) method. D. Provide staples, bands, wires, tape, anchors, corner angles and similar accessories as recommended by insulation manufacturer for applications indicated. E. Provide cements, adhesives, coatings, sealers, protective finishes and similar compounds as recommended by insulation manufacturer for applications indicated. 2.6 HVAC CONTROLS A. Shall be as indicated on the Drawings. B. Electric and electronic HVAC Controls: Components and operating features as indicated on the Drawings. 2.7 ROOF CURB A. Manufacturer's standard corrosive- resistant- coated, insulated curb with nailer strip, flashing and counterflashing and cadmium- plated hardware. PART 3 - EXECUTION 3.1 HVAC SYSTEM INSTALLATION, GENERAL A. Sequence, coordinate, and integrate the various elements of mechanical systems, materials, and equipment. Comply with the following requirements 1. Coordinate mechanical systems, equipment, and materials installation with other building components. 2. Verify all dimensions by field measurements. 3. Arrange for chases, slots, and openings in other building components during progress of, to allow for mechanical installations. 4. Coordinate the installation of required supporting devices and sleeves to be set in poured -in -place concrete and other structural components, as they are constructed. 5. Sequence, coordinate, and integrate installations of mechanical materials and equipment for efficient flow of the Work. Give particular attention to large equipment requiring positioning prior to closing in the building. 6. Where mounting heights are not detailed or dimensioned, install systems, materials, and equipment to provide the maximum headroom possible. 7. Coordinate connection of mechanical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. Provide required connection for each service. 8. Install systems, materials, and equipment to conform with drawings and specs, to greatest extent possible. Conform to arrangements indicated by the Contract Documents, recognizing that portions of the Work are shown only in diagrammatic form. Where coordination requirements conflict with individual system requirements, refer conflict to the Construction Manager for resolution prior to installation. 9. Install systems, materials, and equipment level and plumb, parallel and perpendicular to other building systems and components, where installed exposed in finished spaces. 10. Install mechanical equipment to facilitate servicing, maintenance, and repair or replacement of equipment components. As much as practical, connect equipment for ease of disconnecting, with minimum of interference with other installations. Extend grease fittings to an accessible location. 11. Install systems, materials, and equipment giving right -of -way priority to systems required to be installed at a specified slope. 3.2 AIR CONDITIONING UNIT INSTALLATION A. Install in accordance with manufacturers instructions and comply with the following requirements: 1. Provide layout drawings of units, locations and power requirements to electrical installer. 2. Install minimum 30 percent efficiency air filters in unit during installation phase. Do not operate the unit without filters in place. 3. Mount rooftop unit on factory built roof - mounting frame. Install roof mounting frame level. Secure frame to structural framing and rooftop unit on frame as indicated on the Drawings. 4. Install 3 -inch long flexible duct connection at inlets and outlets of units. 5. Install condensate drain piping and traps in accordance with manufacturer's instructions and as shown on the Drawings. All metal piping and supports shall be of same material to prevent electrolysis. 6. Install thermostat and all wiring associated with control signals into the units. All thermostats & remote sensors shall be located as shown on plans. 7. Install all line voltage power wiring and conduit as indicated on the Drawings and as specified in Division 16 - Electrical. 8. Coordinate with Electrical Contractor to install a new set of filters three days prior to Substantial Completion review. Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.froy- moss.com fms@frey- moss.com 3.4 EXHAUST /SUPPLY FAN INSTALLATION, GENERAL A. Install fans level and plumb, in accordance with manufacturer's written instructions. Secure roof - mounted fans to roof curbs with cadmium - plated hardware. B. Provide access space around fans for service and maintenance, as indicated on the Drawings and in compliance with applicable Mechanical Code. C. Clean unit cabinet interiors to remove foreign material and construction dirt and dust. D. Coordinate with Electrical Contractor to provide electrical power wiring as specified in Division 16 - Electrical. 3.4 DUCTWORK INSTALLATION A. Ductwork Installation, General: 1. Ductwork is generally diagrammatically indicated on the Drawings and shall be generally installed as indicated. Do not scale Drawings for exact location of ducts. 2. Install ducts to best suit field conditions and to coordinate with other building components. Do not cut Structural members without consent of Construction Manager. Check with Structural Drawings prior to locating penetrations. 3. Duct sizes are indicated as net inside dimensions on the Drawings. The indicated dimensions shall be altered at the job site for the purpose of avoiding interference and clearance difficulties to other dimensions producing the same air handling characteristics, provided such altered dimensions are approved by the Construction Manager. B. Hangers and Supports 1. Securely fasten all ducts to building construction by means of hangers, supports, guides, anchors, and sway braces to maintain duct alignment, to prevent sagging, and to prevent noise and excessive strain on ducts due to movement under operating conditions. 2. Adequately mount and anchor all material and equipment as required. Include lateral bracing as required to prevent horizontal, seismic movement. Refer to applicable Mechanical Code requirements and details on Drawings for seismic requirements. 3. Do not support ducts from fans or other equipment. 4. Power- driven fasteners shall not be used to support ducts. 5. Support round duct, 30 -inch and larger, with two hangers at each support point. 6. Hangers and supports shall conform to SMACNA section, "Hangers and Supports ". Support horizontal ducts with in 2 feet of each elbow and within 4 feet of each branch intersection using double strap hangers on each side of fitting. 7. Support vertical ducts, passing through roofs with two continuous angles screwed to the duct and bearing to the roof structure, and conforming to SMACNA section "Riser Support-From Floor." C. Seismic Supports and Bracing 1. Where required, all ductwork and equipment shall be seismically supported and braced per the SMACNA "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems ", including Appendix E. D. Joints Sealing, General 1. Duct tape shall not be used on duct joints. 2. Transverse joints: All transverse joints including Ductmate type joints on all supply, return, exhaust and outside air intake ducts, sealed using Hardcast Arabol. 3. Interior exposed joints: Seal using water based sealer, Hardcast Iron Grip. 4. Interior concealed joints (above 1 -inch W.G. pressure ductwork): Seal using gypsum impregnated tape and adhesive. 5. Interior concealed joints (to 1 -inch W.G. pressure ductwork): Seal using water based sealer, Hardcast Iron Grip. 6. Exterior joints (above 1 -inch W.G. pressure ductwork): Seal using gypsum impregnated tape and adhesive. 7. Exterior joints (to 1 -inch W.G. pressure ductwork): Seal using oil based sealer, Hardcast Galva Grip or equal. S. Exterior joints: Seal water and to air -tight condition with sealant. E. Ductwork Painting, General - Where the interior surfaces of ductwork are visible through the blades of supply outlets, return inlets, and exhaust inlets, paint interior visible surfaces with one coat of flat black paint. See Section 09905 - Painting. F. Cleaning - Clean the inside of plenums, casings, enclosures, fans, and accessible ductwork before starting fans. 3.5 DUCTWORK ACCESSORIES, INSTALLATION A. Provide duct - mounted balancing dampers or attached opposed blade dampers so that each diffuser, grille and register may be individually balanced. B. Provide unit opposed blade damper where individual duct mounted balancing dampers are not provided. C. Provide turning vanes in all mitered elbows in all ducts, so that tips are parallel with the sides of the ducts. Vanes shall be single thickness type with extended trailing edge. Tips of acoustical turning vanes on outside radius shall be flush with acoustical lining. D. Provide flexible connections to completely isolate fans from direct contact with all sheet metal work. E. Provide access panels or doors, as required, for access to valves, controllers, fire dampers. 3.6 DUCT INSULATION, INSTALLATION A. Wrapped Ductwork Insulation 1. Application Requirements: Insulate the following ductwork as follows: a. HVAC supply ductwork between fan discharge, or HVAC unit discharge, and room terminal outlet. b. HVAC return ductwork between room terminal inlet and return fan inlet, or HVAC unit inlet. 2. Insulate each ductwork system specified above with 1 -1/2 inches thick insulation and vapor barrier jacket, application limited to concealed locations. B. Lined Ductwork Insulation - Line all supply and return air ductwork, as well as mixed entering air and outdoor air intake ductwork, in exposed areas, outdoors, shafts and plenums, and where indicated on Drawings, with 1 -inch thick semi -rigid fiberglass liner board. C. Install insulation products in accordance with manufacturer's written instructions, and in accordance with recognized industry practices to ensure that insulation serves its intended purpose and as follows: 1. Install insulation on pipe and ductwork systems subsequent to painting, testing, and acceptance of tests. 2. Install insulation materials with smooth and even surfaces. Insulate each continuous run of piping with full - length units of insulation, with a single cut piece to complete run. Do not use cut pieces or scraps abutting each other. 3. Clean and dry pipe or duct surfaces prior to insulating. Butt insulation joints firmly together to ensure a complete and tight fit over surfaces to be covered. 4. Maintain integrity of vapor- barrier jackets on pipe and ductwork insulation, and protect to prevent puncture or other damage. 5. Extend pipe and ductwork insulation without interruption through walls, floors and similar piping penetrations, except where otherwise indicated. 6. Protect outdoor insulation from weather by installing outdoor protective finish or jacketing as recommended by manufacturer. 7. Replace damaged insulation that cannot be repaired satisfactorily, including units with vapor barrier damage and moisture saturated units. 8. Insulation installer shall advise Contractor of required protection for insulation work during remainder of construction period, to avoid damage and deterioration. 3.7 CONTROL SYSTEMS, INSTALLATION A. Installation 1. Install systems and materials in accordance with manufacturer's instructions and recommendations, rough -in drawings, and details indicated on the Drawings. 2. Coordinate with Electrical Contractor to install electrical components and use electrical products complying with requirements of applicable requirements specified in Division 16 - Electrical. 3. Mount controllers at convenient locations and heights. B. Control Wiring - The term "control wiring" shall be defined to include providing of wire, conduit and miscellaneous materials as required for mounting and connecting electric control devices. APPROVED FOR C. Wiring System SCOTT FAAZEKAS & ASSOCIATES, INC. 1. Install complete control wiring system for electric control systems. 2. Conceal wiring except in mechanical rooms ar@ areas where other conduit and piping are exposed. 3. Provide multi- conductor instrument harness Idle) n p ac re number of conductors can be run along common path. 'ies)e PI -ins have been revje ed 4. Fasten flexible conductors bridging cabinets i l &I,4t3a*Wag hjjgtIsi6 Cf i Rr f r gt" i tifc m IlCrmnd support conductors neatly. re Y granted to issue a building thoit peon is approval by all applicable City a e g Permit pending D. Start-Up - Start, test and adjust electric contra tems in presence of manufacturer s uil %§d representative. Replace damaged or malfunctioning controls and equipm e Issuance Or granting Of aprovaloftheseplansshllno tpermit based on E. Cleaning - Clean factory- finished surfaces. R er 4rri%o lf0%1V sair4cepi{iF uf8PJg "riY I01$abl. s or ordinance. applicable a „+ 0, , No permipF. Final Adjustment -After completion of installa .r I't t omiti q(ohn @l ' WIN111 iii Ia fJeaQiP specified in this Section. Final adjustment shall be performe y s e t1 hWAsonnel in direct em RA9 §cAfeFbi"mary temperature control system. G. Control Sequences 1. Rooftop Packaged Units a. Occupied: Energize rooftop units during occupied cycle via manufacturer supplied thermostat. Modulate outside air and return air dampers in sequence and in conjunction with unit's mechanical refrigeration to maintain desired room temperature via manufacturer supplied thermostat. b. Unoccupied: Maintain outside air damper closed. Cycle unit fan and unit's heating to maintain reduced room temperature of 60 degrees F with unoccupied thermostat. 2. Power Ventilators a. Energize exhaust fans during occupied cycle and de- energize during unoccupied cycle via electronic time clock control. END OF SECTION PROHAS ENTERPRISES, INC. 3 -Bay Lube Building MECHANICAL SPECIFICATIONS DRAWN BY: DATE: 611412005 CHECKED BY: IG/ DATE: P. QR)FESS10 V co NAR / 1 ;?11 C. J eL i CD D C0 .5 'o Up_ * Sir ' ;+ FC AUG 2 6 2005 r CW MEP CONSULTING ENGINEERS 7213 W. FRANKLIN RD. BOISE, IDAHO 83709 PHONE: (208) 377 -0033 FAX: (208) 377 -0055 JOB # I 0007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" = 1' -0" DRAWING # - B5365 -05 M4 20 OF 22 a r These drawings and all infonJation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved FOOTING 2' -6' x 2'- NU Z I= OOL U O N FOOTING 'C i 3' -6' x V -6" SQUARH z o U 0 I cNa z 0 0 U 0 I CND z O 0 U 0 I C2 z O 0 U 0 4 I FOOTING 'C 3' -6' x 3' -6" SQUA I FOOTING 'C 3' -6' x 3' -6" SQUARE. I FOOTING 'B 2' -6' x 2' -6" SQUAR 13' -2 1/2' 34' -10 1/2' 0/0 PIT WALLS 8's 33' -6 1/2" INSIDE PIT WALLS 4" 1' -tY" (16) WELD PLATES ® 2' -0" = 32' -0" 6' -4' I 3' -6' I _ 4' -0' _ 1 6' -4" 1 d O O I 33 n a 0 0 o z ° 00 C4 I O _ v i 0 I I FOUNDATION PLAN. SCALE: 1/4" = 1' -0" DATE BY CHK REVISIONS 11 81912005 MTHj 00 11. REVISED PER LOCAL REQUIREMENTS 15' -8 1/2- 8" 5' -0" 10' -11" C/C FOOTINGS 1Y4" 4" 4' -0" OUTSIDE OF BUILDI ( BASE FRAME 1 17 1 1 1 A WELD PLATE (TV.) - PIT AREA F2 PIT AREA I I I I I I A - OU OF PIT OM ING OUTLINE OF PIT OPEIN ING IF2 — I I _ r_ Ir - -- , - - -- -------- IF_ - - -— --- - -I --, I tj I I I I I I I I------------- -I - - -- -- - - - -- I I I I I I I I I I OUTSIDE BU I DING I I I I BASE FRAME Ij jl I Ij jl I L I I I I I I I I - I I T.S. 4" x 4" x 3/16" I I I w/ 10" x 4" x 1/4" SE PLATE II_ — — — _ I (' ®45 PLACES) L_ — ---- I------------- -I - - -- --- - - ---J I I I I A I I NOTE: TOP OF FINISH F2 I I FLOOR AND FOOTING I TO BE 8' -0" BELOW FINISH II II I FLOOR OF MODULAR BUILDING II I - I I I I I I – I I I I I I I I I I II II I II II I I I - - - -! -- - - - -- I I I - I I I I I II - 3' -6' - PIT AREA PIT AREA WELD PLATE (TV.) _ r"To FIRM WWA ERM Mm Mm Fl. 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 A F2 NOTE- 1. GREASE CLARIFIER FURNISHED do INSTALLED BY G.C. 2. SPRINKLER SYSTEM IN PIT FURNISHED &INSTALLED BY OTHERS. FREY Moss STRUCTURES t, / Q Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey- moss.com fms@frey- moss.com F OTING "C" FOOTING "B" 3 -6" x 3' -6" SQUARE 2' -6" x 2' -6" SQUAR I :I — — 1 m- Z p Ol. U U 0 I I N T OTING "D" 4 -0" x 4' -0" SQUARE FOOTING "C 3' -6" x 3' -6" SQUAR T11" i m": z F 0 0 U F TING "D" FOOTING "C N 4 —0" x 4' -0" SQUARE 3' -6" x 3' -6" SQUARE.l 1 NUz o O U I I g I I rF OTING "D" FOOTING "C ° 4 -0" x 4' -0" SQUARE I 3'-6* x 3'-6" SQUARE.N I I z o U iv F OTING "C" FOOTING "B 3-6* x 3' -6" SQUARE 2' -6" x 2' -6" SQUAR ACA GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION AND BACKFILL OPERATION. WALL SHALL BE SECURELY BRACED UNTIL BUILDING IN PLACE AND ATTACHED TO WALL WELD ANCHIRS. 2. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE BEARING. CAPACITY OF 2500 P.S.F 3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P.S.I. WITH A 4" MAXIMUM SLUMP. DETAILS NOT SHOWN SHALL BE ACCORDING TO ACI 318 AND ACI 301 SPECIFICATIONS FOR CONCRETE CONSTRUCTION. REINFORCING STEEL SHALL BE ASTM A -615 GRADE 60 TIES MAY BE GRADE 40) W.W.F. SHALL BE ASTM A -185 4. CONCRETE MASONRY SHALL CONFORM TO ACI 530.1- 99 /ASCE 6 -99 WITH MASONRY UNITS ASTM C90 AND f'm COMPRESSIVE STRENGTH OF 1500 P.S.I. MINIMUM. STANDARD DUR -O -WALL SHALL BE USED IN ALL MASONRY WALL S AT 16" O.C. UNLESS NOTED OTHERWISE WITH "T" AND "L" SHAPES AT CORNERS. TYPE "S" MORTAR SHALL BE USED. FILL CELL WITH GROUT AND PROVIDE (2) #5 BARS EACH SIDE OF EACH OPENING AND THREE CORNER CELLS IN MASONRY WALLS. GROUT SHALL BE ASTM 476 WITH MINIMUM 2500 PSI, 28 DAY COMPRESSIVE STRENGTH WITH 9" TO 11" SLUMP PLACED IN MAXIMUM 4' -0" LIFTS. NOTE: ALL PULL DIMENSIONS ARE TAKEN FROM OUTSIDE OF THE STEEL BASE FRAME OF EACH MODULE. FIELD NOTES: 1. SECURE BUILDING BY WELDING BASE CHANNEL TO WELD PLATES. 2. ALL P -TRAPS FOR EQUIPMENT INSIDE THE BUILDING BY FMS. 3. ALL P -TRAPS FOR FLOOR DRAINS AND FLOOR SINKS UNDER BUILDING ARE PVC AND SUPPLIED BY FMS. 4. ALL GREASE TRAPS AND SANITARY SEWER CONNECTIONS TO POINTS INDICATED ARE PVC OR PER LOCAL CODE AND SUPPLIED BY G.C. 5. ALL CONCRETE SHALL BE A MINIMUM OF 2500 PSI AT 28 DAYS. 6. TOP OF FOOTINGS TO BE LEVEL WITHIN f1/4" TOL. APPROVED 7. REFERENCE OWNER - ENGINEERED SITE PLANS FOR LOCATIONS OF GREASE FOR PERMIT ISSUANCE SEWER, WATER MAIN, SITE LIGHTING AND ELECTRICAL SERVICE. 9FT FAZEKAS & ASSOCIATES, INC. 8. SOIL BENEATH FOOTINGS TO BE WELL COMPACTED AND BE CAP4W OF SUPPORTING DATEALOADOF2500PSF. SOIL CONDITIONS ARE THE CONTRACTOR' POI BILI 9. SETTLING OF THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBILe tS ns have been reviewed for adherence to thephcablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit r authority THE FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT BY co es shall IPACIFICSOILSENGINEERING, INC., WORK ORDER #400923, DATED MAY 2003 PROHAS ENTERPRISES, INC. 3 -Bay Lube Building FLOOR PLAN DRAWN BY: d &&jr"W4' DATE: 314105 CHECKED BY: 0/J DATE: G 2 6 2005 violate or cancel the provisprovisions of sulchevalid. Do not use this drawing for construction unless approved by FMS in space below. DATE - NAME SIGNED JOB # I S5130007 Railroad Canyon Road Lake Elsinore, CA SCALE: 114" – 1' -0" DRAWING # - B5365 -05 F1 21 OF 22 1. i y I T.S. 4 X 4 X 3/16 " -- 2) 1/2-0 RED HEAD ANCHOR BOLTS (BY F.M.S.) INSTALL MIRAbRI 8601 WATERPROOFING MEMBRANE SYSTEM UNDER SLAB & FOOTING AND OUTSIDE BASEMENT WALLS UP TO TOP OF FOUNDATION WALL OVERLAP JOINTS 4' AND INSTALL IN STRICT ACCORD W/ MANUFACTURER'S PRINTED RECOMMENDATIONS. (TYP.) 6n 3" 3" N 00 1/2 "0 ROD N TO_P VIEW N I 1/2- PLATE a WELDED OD 1 /2 "0 ROD W/ SID 2" HOOK WELD PLATE DETAIL SCALE: 1 1/2 of 1'+0" FURNISHED AND INSTALLED BY G.C.) 99 REQUIRED BY G.C.) These drawings and II information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved DATE BY I CHK I REVISIONS SEE PLAN SEE PLAN FOOTING DETAIL "C" SCALE: 3/4 = 1' -0" 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 THE FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT BY PACIFIC SOILS ENGINEERING, INC., WORK ORDER #400923, DATED MAY 2003 SECTION C" e It e INSTALL MIRAbRI 8601 WATERPROOFING MEMBRANE SYSTEM UNDER SLAB & FOOTING AND OUTSIDE BASEMENT WALLS UP TO TOP OF FOUNDATION WALL OVERLAP JOINTS 4' AND INSTALL IN STRICT ACCORD W/ MANUFACTURER'S PRINTED RECOMMENDATIONS. (TYP.) 6n 3" 3" N 00 1/2 "0 ROD N TO_P VIEW N I 1/2- PLATE a WELDED OD 1 /2 "0 ROD W/ SID 2" HOOK WELD PLATE DETAIL SCALE: 1 1/2 of 1'+0" FURNISHED AND INSTALLED BY G.C.) 99 REQUIRED BY G.C.) These drawings and II information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2005 Frey -Moss Structures, Inc. All rights reserved DATE BY I CHK I REVISIONS SEE PLAN SEE PLAN FOOTING DETAIL "C" SCALE: 3/4 = 1' -0" 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 THE FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT BY PACIFIC SOILS ENGINEERING, INC., WORK ORDER #400923, DATED MAY 2003 NORMAL WALL REINFORCEMENT 10k CAPACITY WALL BRACE 0 4' -0" O.C. FOR BACKFILL PRIOR TO BLDG. PLACEMENT IL COLUMN 3 TIE ro 8" 0/C 2) #5 EXTRA IN THREE CELLS COLUMN DETAIL 99199 SCALE: 1 1/ 29$ = 1' -0" Voice: (800) 366.6385 Fax: (770) 483 -6037 www.fray- moss.com fms @fret'- moss.com J J 00 4" FLASHING BY OTHERS II II I III I 2 II u 6" x 4" x 3/8" PLATE w/ (2) 1 /')"01 x 6" LG BASE FRAME WELD PLATE 0 OF FOOTING - SEE DETAIL E! co `` 4 REBAR EA. WAY \/\ \ N \ \ / 2' -6" SQUARE S5130007 FOOTING "B" 3' -6" SQUARE Lake Elsinore, CA FOOTING "C' 4' -0" SQUARE DRAWING # - B5365 -05 FOOTING "D" SECTION C" SCALE: 1 1 /2" = 1' -0" SWELL SEAL GASKET @ JOINT BEFORE BUILDING IS INSTALLED. (TYP.) 1/4" V 2" ANCHORS 24" 0/C # 5 CONTINUOUS TOP WELD BUILDING CHANNEL TO PLATE INSTALL MIRADRI 860 WATERPROOFING MEMBRANE SYSTEM UNDER SLAB & FOOTING AND OUTSIDE BASEMENT WALLS UP TO TOP OF FOUNDATION WALL OVERLAP JOINTS 4" AND INSTALL IN STRICT ACCORD W/ MANUFACTURER'S PRINTED RECOMMMENDATIONS. (TYP.) — 5 @ 24" DOWEL - 0 I CV f 8" CMU GROUT ALL CELLS SOLID HORIZONTAL JOINT RENF. @ 16" 0/C 5 @ 8" VERTICAL 2" CLEAR INSIDE) APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE 8. These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. 5 @ 8" DOWEL The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. 6X6X1O/10 WWF (ASTM A -185) FLOOR ZIA I Ilu 6 n v c d `, vd a d a a L a a a a • a d d SECTION A 3) — #5 CONT. SCALE: 1 1/2 = 1' -0" 2' -0" PROHAS ENTERPRISES, INC. 3-Bay Lube Building FOUNDATION DETAILS DRAWN BY: DATE: 314105 CHECKED BY: coo DATE: AUG 2 6 2066 JOB # S5130007 Railroad Canyon Road Lake Elsinore, CA SCALE: 1 112" = 1' -0" DRAWING # - B5365 -05 ti FROST LINE I N I Irf F2 22 OF 22 1 I 1- L,J LTJ W m 0 a 1 :2 Z Uj r O C ) m U _ A ! W U LLl I W Z Ld U C) V O Z W O CL Z w D L.LL t1Ux0 N Z - J J NU W I j 2 x - I y. y, -.. a , , , ,, y.,. ... TIED: aefa O h a ". v:.., 3,.._ ;:: ^:,;t ,. .,: _:. ..mss... ,: .....: ... -,re. ,. a °. e.,:'. `o ..+, 4 x C--) <z; ii]ww p w 08pW FF9 $ z-= 310 a Y11 HrZysceNO Z rEJ) -< 60°WSWWU Wo U 3 O0W T 0 °x7 o °a O wa aipoa° t- TM9 NWRi6 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR 1 A01 TITLE SHEET, SHEET INDEX, wo NOTES Z oWtzra<, 992P-Oh 208 - 0 988 EE77 CANOPY ' FAMILIAR WITH AND ENSURING THAT ALL WORKMANSHIP AND /OR MATERIALS ME U.B.C. ABA, SYMBOLS, AND GENERAL ( ° ooh IF-HUH1.4 via AND CJ' ARCHITECTURAL' STANDARDS OF THE LATEST ADOPTED EDITION, AS WELL AS, CODES, ORDINANCES, AND a '- ° L ANGLE o AT FRPF. FIREPRIX)F s SOUTH STANDARDS OF THE LOCAL BUILDING DEPARTMENT OR OTHER GOVERNING AGENCIES. CIVIL E-1 FRAMING PLAN ''' ' < °oa wm ~O DIAMETER(OR ROUND) F.R. FIRE RESISTIVE S.& P. SHELF AND POLE 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING BUILDING PEI IItITS AS p; F.S. AOR SAG SUPPLY MR GNJ- P RC H AS ENTERPRISES INC. c -1 Trr E SHEET E-2 MANSARD FRAMING wz ° ma d PENN REQUIRED BY THE LOCAL BUILDING DEPT. ( wwz w-c`i-www ° OW o ziN< a a 1 PElPENDCULAR FT nU DR I= S.C. SOLID CORE DETAIL REFERENCE (i DETAIL NUMBER 3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FILING NECESSARY APPLICATIONS FOR C-2 DETAILS E-3 ELEVATIONS S $°i ° POU") FIG. FOOnNG SCHED. SCHEDULE FURRING SOUP. SCUPPER D_4 DRAWING NUMBER ON WHICH DETAIL APPEARS RURR. PERMITS AFFECTING THE TRADES REQUIRED BY THE RESPONSIBLE JURISDICTIOW AGENCY. PRECISE GRADING A , FUTURE S.D. SMOKE DETECTOR 2 S4 'S CENTURY STREET EACH SUBCONTRACTOR SHALL PROVIDE ANY ADDITIONAL DRAWINGS, SKETCHES, $CHEDULES, C-2 E-4 LIGHTING LAYOUT SECT. SECTION A.B. ANCHOR BOLT G SELSIR. (S.S.) SELECT smUCTURAL r CALCULATIONS, ETC. AS REQUIRED BY SUCH AGENCIES. tv -4 EROSION CONTROL PLAN Aft ,E S.F. SQUARE FEET SECTION DETAIL B SECTION LETTER H A YWAR D CA 94545 4. ALL DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE BY EACH SUBCONTRACTOR AND /OR A/C AIR CONDITIONING GA GAUGE SK SHELF A_ DRAWING NUMBER ON WHICH DETAIL APPEARS IL.Et E-5 SECTION Ac AsPHVN.nc CONCRETE GAL. cMiDH sHWR. slROwLR SUPPLIER WHICH AFFECTS THE WORK. EACH SUBCONTRACTOR SHALL BE RESPONSI B FOR LANDSCAPE: ASPEN A GAL. MLONZED SIT SHEET BEING FAMILIAR AND COMPLYING WITH FOR CORRECT INSTALLATION AND USE OF E-6 SECTION ACC. ACCESS, GAR. GARAGE SHT. SHEET DOOR REFERENCE DOOR BY NUMBER Q MATERIALS. AA MATERIALS SHALL BE NEW AND OR FIRST QUALITY. NO USED MA L1 PLANTING PLAN, LEGEND AC.T. ACOUSNC TILE G.8 GRAB BAR SIM. SIMILAR O TEL' (510) 293 -91 50 MATERIALS OR SECONDS WILL BE PERMITTED. A.D. AREA DRAIN G.D. GARBAGE DISPOSAL SL SLOPE L2 PLANTING DETAILS AND SPECIFICATIONS F-1 FOUNDATION PLAN ADJ. ADJUSTABLE DUN G.F.I. . O: GROUND FAULT INTERRUPTER SL a SLOPE L WINDOW REFERENCE WINDOW BY LETTER 5. NO CHANGES OR VARIATIONS FROM THESE PLANS MAY BE MADE EXCEPT UPON WRITTEN AtIM FINISHED FLOOR GL cuss SLPG. SLOPING c APPROVAL BY THE ARCHITECT OR OWNER. , IRRIGATION PLAN AF.F. r AGM AGGREGATE GI. GALVANIZED IRON SPEC. SPECIFICATION O AA AMERICAN INSTITUTE of ARCHITECTS cw. LAM. /s.L.e. GLUED PRESSURE LAMINATED BEAM sPR. A 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CAR WASH EQUIPMENT' CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING, AND GUYS DURING CONSTRUCTION. 4 IRRIGATION DETAILS, A Y 4.f AM AMERICAN INSTITUTE OF STEEL GND. GROUND So. SQUARE WALL IDENTIFICATION LETTER CONSWAXXION OR. GRADE SO. FL SQUARE FOOT INTERIOR ELEVATION REFERENCE 2 ELEVATION IDENTIFICATION NUMBER SAFETY AND BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH ALL NATIONAL. STATE. N AL ALUMINUM cs, GALVANIZED STEEL s . SINGLE sTIRENCTH D DRAWING NUMBER ON WHICH ELEVATIONS) APPEAR AND LOCAL SAFETY ORDINANCES. C A BUILDING +EQUIPMENT LAYOUT ALT• ALTERNATE G.S.M. GALVANIZED SHEET METAL S.SK. SERVICE SINK A -4 eDAIO sTSn. swNLFSS srm. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES ON Q ' ANOO. ANODIZED sr. AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO ATTENTION ' E-1 ELECTRICAL NOTES LAYOUTS + USAGE `t ANA AMERICAN NATIONAL STANDARDS ' ' ® y INSTRUIE INCOPJIM70 STA. STATION ROOM SPACE NUMBER OF THE ARCHITECT AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. tA11 SITE PLAN' t C` D F-1 CONVEYOR TRENCH LAYOUT `, y10 0 AP ACCESS P STD. STANDARD ROOM /SPACE REFERENCE 101 APPD srcR. 8. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO STANDARD At2 SITE DETAIL, PPROK APPROXIMATE R SIL San STORAGE TYPICAL NOTE REFERENCE O REFERENCE NOTE NUMBER (SEE LEGEND) DETAILS FOR RESPECTIVE MATERIALS ALL DIMENSIONS SHALL BE VERIFIED ON THE JOB AM. 'P'°N OR ARCHITECrurAL STOP° STRUCTURE SITE BY EACH SUBCONTRACTOR AND /OR SUPPLIER WHICH AFFECTS THE SIMILAR CONDITIONS '3? SITE DIMENSION PLAN SITE DETAILS F-2 CORRELATOR PIT LAYOUT ARCH. ARCHITECTURE 9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN 1 - G F-3 RECLAIM TANK LAYOUT A.S.F. ASPHALT SATURATED FELT SUSP• SUSPENDED REVISION REFERENCE REVISION NUMBER OWNER , ` P ASPH. ASPHALT u S.W.R. SIDE WALL REGISTER R Q AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ,A2.1 AsITN MR n s SYMMETRICAL A(`TI AI (`nNnlTlnNC rONFI IrT WITH TI-IF nRAWINGS THEY SNAI I RF RF-PnRTE:n T(1 TNF - - -- -- - PLAN MATERIALS SOCIETY H B. NOSE LIB SYM SY - EQUIPMENT PLAN F-4 EQUIPMENT DRAIN, CHASEWAY, + CONDUIT LAYOUT I $ I 0, H.C. HOLLOW CORE sm_ SYSTEM SHEAR PANEL REFERENCE 2 SHEAR PANEL NUMBER {KEYED To PANEL SCHEDULE) ARCHITECT SO THAT THE PROPER REVISIONS CAN BE MADE. MODIFICATIONS OF DETAILS A2.2 AVE. AVM oR AVERAGE H.D. HOLD „N ss SLWACm RM SILIES WIDTH OF SHEAR WALL OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. AZT; FLOOR FINS PLAN P -1,P-2 PLUMBING NOTES, LAYOUT, + USAGE HDBD. HARDBOARD 10. THESE PLANS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ANY HOW. HARDWARE REPRODUCTION T RIOR ELEVATIONS B HDR. HEADER OR USE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT IS PROHIBITED. ; 1 BuC ANY H.M. HOLLOW METAL BUILDING GRID REFERENCE 1 GRID NUMBER THE ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS. - BATH BATHROOM HNGR. HANGER 11. ALL GRADING WORK, WHEN APPLICABLE, SHALL BE DONE IN ACCORDANCE WITH LATEST A3.2 EXTERIOR ELEVATIONS FUEL SYSTEM BD. BOARD HOLIZ. HORIZONTAL HIGH POINT T. TOILET EDITION OF THE UNIFORM BUILDING CODE ANY VARIATIONS OR EXCEPTIONS MUST BE ' ' BEL BELOW H.P. H APPROVED BY THE CITY ENGINEER. 3.3 CANOPY ELEVATIONS F0,0 FUEL TITLE SHEET J a o BRILL BITUMINOUS HR. HOUR T. & B. TOP AND BOTTOM B BUILDING, Hr. HEIGHT T. & G. TONGUE Iwo GROOVE 12. STRUCTURAL CALCULATIONS AND ENERGY CALCULATIONS BOUND SEPARATELY, ARE A PART A3A BUILDING SECTIONS FS1.O (9 coILK, BLOCK HTR HEATER T.B. TOWEL BAR A GRID LETTER x OF THESE PLANS. BLOCK HUD DEPARTMENT OF NOISING T.C. TIME CLUCK k FUEL PIPING LAYOUT PLAN V 00 8 _, AND URBAN DEYELOPMEWr TEL TELEPHONE Williams Ch iao Architects, LLP ,3. CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND BOUNOVNr RILING HWAC HEALING, YENILA,ION, TEMP. TELI,ERm MONITORING OF ALL SHORING CRIBBING AND SHEATHING REQUIRED TO SAFELY RETAIN A3.5 WALL 'SECTIONS FLO EQUIPMENT SCHEDULE . ' > 00 Ba AIR CONDITIONING THK. THICK OR THK ss TEMPORARY EXCAVATIONS AND SUPPORT OF STRUCTURE. ALL WORK, INCLUDING BUT NOT 1 S WALL, SECTIONS r BOT. , BOTTOM EXTERIOR ELEVATION REFERENCE 5 ELEVATION UMBER 11fECTS BR. /SOUL BEDROOM H.W. HOT WATER UNITES. THRESHOLD DRAWING NUMBER ON WHICH ELEVATION APPEARS :- ,:, O LIMITED TO THE AFOREMENTIONED TEEMS WEARING OF SAFETY WIRES, HARD HATS. ETC. . Ft1 EQUIPMENT SCHEDULE -a rn BRM. BROOM I T= TOP OF CURB / A -5 SRC. BEARING EDP of CONCRETE SHALL BE IN COMPLIANCE WITH THE LAT ST EDITION OF CALIFORNIA CONSTRUCTION SAFELY TES BETH SIDES T.O.P. TOP OF PLATE ORDERS OF CAL -OSHA. THESE DRAWINGS AND SPECIFICATIONS DO NOT ADDRESS THESE : ?` WALL `SECTIONS K o IMFRNATIONAL coNNFERENCE T.P. TOP OF KATE NT p REQUIREMENTS. F2.0 TANK SLAB +SECTIONS a o • LL BBMG BASEMENT OF BUILDING MATCH LINE REFERENCE SHADED PORTION IS SIDE CONSIDERE 276 North Second AvenueB.T.U. BRITISH THERMAL LuNns T.R.D. TOILET PAPER DRIPENSER INTERIOR ELEVATION B. T.U. I.D. INSIDE DIAMETER TR L TRANSOM 14. ALL BUILDING PADS SHALL BE TREATED BEFORE CONCRETE IS PLACED WITH AN e_uP RaoFlNS IN. INCH OR INCHES W. TREAD _ APPROVED TERMITE CONTROL AGENT APPLIED AT LABEL RATE BY A STATE F2.1 TANK TYPICAL DETAILS a o BMA Upland, California 91786 6002 i A6.1 REFLECTED CEILJNG PLAN - -"= °° INCL. INCLUDE T.S. TOP OF SHEATHING FUEL PIPING DETAILS W •- INSUL INSULATION OR INSULATE T -STAT THERMOSTAT MATCH LINE REFERENCE SHADED PORTION IS SIDE CONSIDERED LICENSED INDIVIDUAL/FIRM. A CERTIFICATE VERIFYING COMPLIANCE MUST BE C Y -T F3•C V V LOCLNGINTERIORT.V. TELEVISION C CHANNEL INV. EL INVERT ELEVATION T.W. TOP OF WALL 909 -981 -5188 Fax 909 - 981 -7207 SUBMITTED TO THE CITY OF BRENTWOOD BUILDING DIVISION BEFORE A8 to -- F3.1 FUEL PIPING DETAILS GIB CABINET TYP. TYPICAL FOUNDATION INSPECTION (BMC 15.04.130). A8•29 DETAILS E Z 00 C.B. CATCH BASIN REQUIRED FOR ALL CONTRACTORS AND 1 R SUMP DETAILS C.o. CEILING DIFFUSER J 15. CITY BUSINESS LICENSES ARE REQU ED GEM. CEMENT . JANITOR U ROOF PLAN F4.0 DISPENSE CERAMIC JAN. , IOST u.ec UNIFORM BUILDING CODE SUBCONTRACTORS PROVIDING WORK ON THE BUILDING SITE. , -. -A ROOF DETAILS CL 0 CER. T. CERAMIC TILE Jr. .Iola UNFIN. UNFINISHED P MI TIE U B. C. UNLESS NOW ors A8.4 F5.0 VACUUM SENSOR INSTALL DETAIL CV 0 CH. IMF ` K URINAL A91 DOOR AND WINDOW SCHEDULE CA. CIRCULAR/ K.D. KILN DRIED F51 VACUUM SENSOR INSTALL DETAIL W G GENmlERIINE ° °° . v VENT SYMBOLS ARCHITECT GENERAL NOTES A9.2 ADA DETAILS 1 6.L OWN L, VAR ARIES F6.0 HEALY VAPOR BLADDER SYSTEM , CLG CEILING V.C.P. VITRIFIED CLAY PIPE A9.3 INTERIOR CEILING DETAILS CIKG. CAULKING L VEN. VENEER 01•.J-LSP EL.D HSP INSTALLATION CLOS. CLOSET LAB. LABORATORY VENT. VENTILATE OR VENNATaT DESCRIPTION: NEW GAS STATION, CAR WASH, GONVENEINCE SP-1 SPECIFICATIONS CLFt CLEAR CLEAR WIRE GLASS LAM. LAM`MIiNAIE VEST. VESneuLE STORE, AND RETAIL SPACE STRUCTURAL ENGINEER CIVIL ENGINEER C.M.U. CONCRETE MASOM UNIT LA?a LAUNORY VTOL. VOLUME J.C. LIAN 4 ASSOCIATES 14P ENGINEERING CN, COUNTER LAV. LAVATORY V.TA VENT THROUGH ROOF LAND USE: COMMERCIAL /RETAIL SP-2 SPECIFICATIONS C.O. CLEAN OUT LBS. V.T.W. VENT THROUGH WALL 10052 LYNROSE STREET 1465 CRE5T VIEW ROAD S -3 SPECIFICATIONS W ppp j Q R EQUIPMENT C. OPNG. CASED OPENING A, TEMPLE CITY, CA C117W REDLANDS, CA 012374 Co. COMPANY OLv LEVEL 11r ADJACENT LAND USE: NORTH - VACANT COL COLUMN LIN. LINEN CLOSET 626 -446 -5585 CI0q- 7CR -67g7 SP -4 SPECIFICATIONS K-'1 TITLE SHEET Cott. COMMON uN.Fr. LINEAR no W WEST WEST - VACANT COMB, comsusnON UNO. LINOLEUM W. WASHER SOUTH - VACANT 626 /821 -0468 FAX qOq -7qq -1508 FAX COMM. COMBINATION IJKRM. LIVING ROOM W/ OR W/0 WITH OR wrITNOUr SP -5 SPECIFICATIONS By: N K-2 EQUIPMENT SCHEDULES COMBO. COMBIN TION UV.R LOCKER WARD. WARDROBE EAST - COMMERCIAL ELECTRICAL PLANS COMBO. COMPARTMENT' L.P. LOW PR WA WATER OLosEr MECHANICAL /PLUMBING /ELECTRICAL ENGINEERS PARCEL NINE (9) OF TRACT NO. 30496 BEING A SUBDIVISION OF ` -F) 'SPECIFICATIONS K -3 CONC. CONCRETE LT. LAUI M PAY WD. WOOD TAYLOR ENGINEERING A PORTION OF SECTION 11, TOWNSHIP 6 SOUTH, RANGE 4 WEST, - COND. CORD" LT. M VYD1"' WIDE F TYPE OF CONSTRUCTION: TYPE V - NR Q W.F. IDE FLANGE DRIVE SAN BERNARDINO MERIDIAN. SP 7 SPECIFICATIONS K-4 DETAILS, SECTIONS, + ELEVATIONS v CONK. CONNECTION LUM. LUMINOUS 8222 WEST BARNES DR CONST CONSTRUCTION u/R. LOUVER W.H. WATER HEATER FOR 53 TYPE V NON- COMBU5TABLE - 6,134 S.F. CONT. CONTINUOUS /CONnNUE W.I. WROUGHT IRON BOISE, IDAHO 83706 '''"' 1 HOOD DETAIL PLAN 2 Ili CONITL CONTRACTOR 208 -377 -0033 1TWO• + M- CONVENIENCE STORE STRUCTURAL DOOR. comm M W.P. WEATHERPROOF C.o.T.G. CLEAN OUT TO GRADE MAS. MASONRY W.R. WATER RESISTANT 53 - CANOPY 208- 377 -0055 FAX 2 HOOD DETAIL PLAN LOV.PL COVER PLATE MATL MATERIAL WSCT. WAINSCOT GENERAL NOTES CPL XICARPETMAXMAXIMUM W.S. WOOD SCREW Sj C.S.B. CONCRETE SPLASH BLACK M.B. MACHINE BOLT WT. wow J C51 CONSTRUCTION SPECIFICATION M.C. MEDICINE CABINET OCCUPANCY GROUPS: M- CONVENIENCE STORE CAR WASH EQUIPMENT S2 FIRST FLOOR + FOUNDATION PLAN Z w C, ED. MM EDIU` 53 - CANOPY KLEAN PLUS SYSTEMS INC. `' ROOF FRAMING PLAN crsK, 0OUNIERSUNK Mae. MEMBRANE 15191 INDUSTRIAL AVE., SUITE A ` } CU. FT. CUM FEET OR CUBIC FOOT Mn. MEAL LUBE CENTER DRAWING INDEX R z CU. m. CUBIC YARD MEZZ. MEZZANINE FIRE SPRINKLERS: REQUIRED BY LOCAL ORDINANCE ESCONDIDO/ CA g202q SD1 TYPICAL DETAILS C.W. COLA WATER MM MANLFACNRER 800- 9152 -1851 C.C. >a ON M.H. MANHOLE SD.2 TYPICAL DETAILS APPROVED J FOR PERMIT ISSUANCE MINIMUM TOTAL GROSS SITE AREA: 651374 S.F. = 1.547 ACRES , D MISC. MIRROR NEW6 = 1 SF SDI TYPICAL DETAILS SCOTT FAZEKAS a ASSOCIATES, INC. IN 3 'BAY -TUBE BUILDING D. o M.L. METAL uTH TOTAL BUILDING AREA: CONVENIENCE STORE /CAR WASH b, 34 CONSULTANTS, LEGAL DESCRIPTION SD4 DErA S + 1ON Y - E > A1_ EXTERIOR ELEVATIONS 0DBLDOUBLEMLO. MOLDING CONS Y co DECOR. DECORATIVE N.O. MASONRY OPENING DEG. TOR ^) DEGREE MOD. MODIFIED q.10 SITE COVERAGE L• N_ . J Q ZTheseplanhavebeenreviewedordherncetotheA2EXTERIORELEVATIONS V U OiPI: DWARTAffM MPS MINIMUM F'ROPERIY SE40ARD6 applicable codes and ordinance. Autho ization is_- = W QOFT. DETAIL MID. MOUNTED D.F. DRINKING FOUNTMN NIL. YW1L9N D.E/1 DOUGLAS E+Tt/LARGN TOTAL LANDSCAPING: 22.024 S.F = 32.7% SITE COVERAGE MECHANICAL hereby granted pl issue it building perm t pending A DISTRICT 9151 674 -3144. CONVENIENCE STORE: approval b all applicable City agencies. / E3 FLOOR PLAN Co a DI' MEU N TOTAL PAVING: 391 216 S.F. 58.2 SITE COVERAGE WATER: EL INORE VALLEY MUNICIPAL W TER ( ) (yj -j M AL. COVERTSHEE / 1- \ E4) FLOOR FRAMING PLAN V DIA DWAETER s % N e Issuance or granting of a permit a n, DIMM ER°SWITCH NAT. NORTH M-2 HVAC PLAN approval of these plans shall not be co 'strued toi EC ROOF FRAMING PLAN CL DIN.RM. DINING ROOM NAT. GR. NATURAL GRADE permit or approve y CL .q DISPENSER N.I.C. NOT IN CONTRACT PARKING PROVIDED: TYPE OF CONSTRUCTION: TYPE V - NR M-3 ROOF HVAC PLAIN odes or ordinance. No violation p esum d to give ES STEEL DETAILS U a N T U Dlsr DISTANCE No. TOR p NUMBER SEWER: CITY OF'LAKE EL51NORE Dn DIVISION NON. NOMINAL USABLE FLOOR AREA = 17gb S.F. ON. DOWN N.T.S. NOT 70 SCALE M-4 ENERGY COMPUANCthority to violate or cancel the provisio of suct>wE7 t BUILDING SECTION D. DO tom') DID0ORROPE G 0 CONVIENGE STORE: 12 TYPE V - NR = 17916 / 30 = 5g PEOPLE M-5 CONSTRUCTION 1 ' o DOORR oFwNC 0/ OVER I I I n GAS: SOUTHERN OALIFORNI, GAS GO. (800) 427 -2000 1 ' E$' BUILDING `SEC'''TION s_°RESSINC o.A. OVERALL HANDICAPPED: 1 SPACE PROVIDED (g x Ig WITH 8 -0 ACCESS AISLE) DS DOWNSPOUT OBSC. OBSCURE r 2 D.S.P. DRY sDAFE O.C. ON cERrER RESTAURANT DINING AREA: BUILDING SECTION D.W. DISHWASHER O.D. OUTSIDE OIAYEIER PLUMBING' E10 STAIR SECTION o° m: °R D EASEMENTS: ELECTRIC: SOUTHERN CALIFORNIA EDISON 626) 302 -2083 OPP. OPENING TYPE OF CONSTRUCTION: TYPE V - NR P-O PLUMBING COVER SHEET' ELI' ELECTRICAL PLAN E O" our" " AN EASEMENT FOR THE PASSAGE OF PEDESTRIAN AND VEHICLE TRAFFIC, P1 PLUMBING SCHEDULES EL2 ELECTRICAL SCHEDULES E EAST p PARKING, UTILITIES, SURFACE DRAINAGE, ETC. AS DESCRIBED IN THE FLOOR AREA =446 S.F. B" EAST rl ` - „ ate DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND TYPE V - NR = 446/ 15 = 2q PEOPLE P11 PLUMBING DETAIL SHEET EVAPORATIVE COOLER P.A. PUBLIC TELEPHONE: GTE (800) ,6483 -5000 P1 t PLUMBING PLAN i EG EXISTING GRADE PAN. PANTRY RECIPROCAL EASEMENTS FOR THE CANYON HILLS CENTER. EXPANSION JOINT PAR. PARALLEL P -2 WASTE + VENT PLAN 1 `P2 _ PLUMBING RISERS El./ELEV. ELEVATION P.G. PAINT GRADE am DAM EL /,,° AL PANEL, "" RESTAURANT KITCHEN: P,3 WATER +GAS PLAN APPLICABLE CODES: ; M1 MECHANICAL PLAN EDGE ENCL s, Puy G j S P -4 ROOF PLUMBING PLAN i t M2 ' MECHANICAL SCHEDULES air. P<sT P 2001 CALIFORNIA BUILDING CODE (C.B.C.) UTILITIES Ea: EAECTRICTP" PLST. PLASTIC 2001 CALIFORNIA PLUMBING CODE (U.P.C.) TYPE OF CONSTRUCTION: TYPE V - NR P -5 T `SP ATIONS , M3 ROOF EQUIPMENT PLAN M4 MECHANICAL SPECIFICAM NS E.W. EACH AY Pp- PRCST• PRECAST 1 2001 CALIFORNIA MECHANICAL CODE (U.M.C.) FLOOR AREA - 523 S.F. MO NS WARE MESH PREFAB PREFABRICATED L GTRIG CODE N.E.G. - ' E.W.WAL ELECTRICALLY _ 2000` : NATIONAL E E ( ) M °°' EwAl,,r PROP' PROPERTY 2001 CALIFORNIA ELECTRIC GODS (G.E.G.) TYPE V - NR - 523 / 200 = 3 PEOPLE 1 Lr1. w FOUNDATION PLAIN r- EXIST. E]OSTIIG P.S.F. mums PER SQUARE F00T EXP. DFANSION P.&L POUNDS Ps SQUARE INCH STATE OF CALIFORNIA BUILDING CODE TITLE 24 j ELECTRICAL- F2 FOUNDATION DETAILS W pip Daum P.T. POINT IRE 7RF/ITED HANDICAPPED ACCESS AND TITLE 24 EXT. PLANT E-0 ELECTRICAL COVER SHEET F PRA TRFe,m DOUGLAS FR ENERGY STANDARDS j NOTE: I . THE OCCUPANT LOAD SHALL BE POSTED I N THE ASSEMBLY AREA. >.' r ', - 0 Z F ALL GOVERNING LOCAL CODES AND ORDINANCES, FA FIRE ALARM E-1 SITE ELECTRICAL PLAN y FAU. FORCED AIt INNIT • TILE _ .. -.,. , _.. E 1-A F.B. FIAT BAR Q.T. aLwuLY ri F N4 kf S PHOTOI'r... +"' W Z F.G. FURRED CE UNd I ifF'i7ltT RD I- F.D. FLOOR DRAIN ELSINOr%L.- R SUMMARY OF LAKE W F.E. FIRE EXTINGUISHER PROJECT DATA + CODE SUMM p E -2 POWER PLAN CITY W FAM FIRE EXTINGUISHER CABINET R. RISER F.F. FINISHED FLOOR RA RETURN AIR PLANE -3 ON Cn JU=3 F.G. FUEL GAS R & 0 RANGE AND OMEN D W' F.H. FIAT HEAD . OCCUPANT LOAD BUILDING YSTE MS PLAN W FHA FEDERAL HOUSING RAFT. RAFTER SPECIAL S ADMINISTRATION RAG. RETURN MR GRILL 3 61TY AO O F.H.C. FIRE LOUSE CABARET R.D. ROOF DRAIN L'i7/. E-5 DRAWN BY DATE U FDLGL FIXED GLASS RDWD REDWOOD Y (SYIr: C -- ROOF ELECTRICAL PLAN FIBRE REC. RECESSED w1C EL FLOW LANE REF. REFERENCE FIRE SPRINKLERS SHALL BE REQUIRED FOR THIS PROJECT PER SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING S ONE UI AND PANEL SCHEDULE SG 12 21 04 Q FL- " REG. RREa srER NFPA -13 OR UBC STANDARD q -1. DESIGN, PERMITS AND is PERMIT CHECKED BY DATE Z FL.LT. FLUSH LIGHT FLASH, FLASHING REINF. REINFORCED INSTALLATION SHALL BE BY A DESIGN -BUILD FIRE SPRINKLER FIR FLOOR RaO. REQUIRED RESILIENT :: I A. CONCRETE E-7 ELECTRICAL !DETAILS GAB 4/7/05 FLUOR l FLUORESCENT CONTRACTOR AND SHALL BE SUBMITTED TO CITY FOR JOB NO. n F.N. FIELD NAILING REL RUM ' B. WELDING E-8 ELECTRICAL- DETAILS 3-02-04-- U FND. FOUNDATION REV. REVISION APPROVAL UNDER SEPARATE SUBMITTAL AND PERMIT. F.O.B. FACE OF BEAM PA ROOM CONTRACTOR SHALL BE RESPONSIBLE FOR CITY APPROVAL AND RD. ROUGH C. SOILS ENGINEER ENERGY DRAWING NUMBER In F. FACE OF CONCRETE ROUGH OPENING j F.O.F. FACE OF FINISH R•O• ALL CITY FEES. FO•M. FACE OF MASONRY R.O.W. RIGHT OF AY ` `•('1/ P. F.OSL FACE OF;SR D R.R. ROOF WIRER MK; K I J MAP AOwlNOTTOSCALE O R/S _.. _ C: RUB. RUBBER _ ._....... _ . ,,::' ,.._ _ RVS. REVERSEO DRAWING INDEX CON VICINITY MAP "SPECIAL INSPECTIONS 0 DRAW K ri LNG INDEX OF DRAWINGS ABBREVIATIONS SPECIAL NOTES 1 - r: Y GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C., CHAPTER 70. 2 ELSINORE, PRIOR BE 0 ANY OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE J. U. S. ADEVELOPER ALERT (1 8000 O 2CONTRACTOR 4 3 48R HOURS PRIOR TO ALL GRADING COMPANIES AND 4. IN THE ANRE OF BEGINNING NOTIFyT THE PENGINEERING D DEPARTMENT AT LEAST 24 HOURS 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOPES NO STEEPER THAT 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLANS. UNLESS OTHERWISE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTALDSHALLNOT HAVE LESS THAN 90q RELATIVEAPPROVED, SHALL BE SHOWN ON THE PLAN COMPACTION OUT TO THE FINISHED SURFACE. 8. MIL AREAS THREE LAYERCOMPACTED - THROUGHOUT T90 O DENSITY AS DETERMINED BY THE 9. FILL AREAS DINGLINSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOT PTO AND PLACING INSPECTED BY THE GRADING OF FILL. 10, OF GROUND MATERIAL IS APPROVEDAPPROVED BE BY THE SOILS ENGINEER- 11. SHALL BE PLACED UNTIL PREPARATION 11 PER FOOT FOR AA MINIMUM OF SLOPED ) THEN FROM 90 (MINIMUM) EXTERIOR To FLOWLINE OFOEARTH SWALE. 1/2" 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1Z IF CUT OR FILL SLOPE IS LESS THAN 10, AND 29 IF CUT OR FILL IS GREATER THAN 10. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.50' DEEP AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 13. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 14. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 -YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTIONREPORTBYASOILSENGINEERSHALLBESUBMITTEDTOTHEBUILDINGANDENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 18. THE SOILS HALL ENGINEERING CONSIDERED CONSIDERED PART OF2THIS GRADING PLAN, AND SHALL SOILS COMPANY SHALL BE COMPLIED WITH. 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BULDING PAD ELEVATION. WHERE SPICIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN 20 COMMENCEMENT CORNERS SHALL CONSTRICTION /GRAD NGf DELINEATED IN THE FIELD PRIOR TO 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILSENGINEERTOTHEBUILDINGANDENGINEERINGDEPARTMENTSFORCUTANDFILLSLOPES OVER 30' IN VERTICAL HEIGHT. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO A FIRM NATURAL SOIL FOR FULL SUPPORT. OFEFILL MATERIAL. SLOPES GREATER THAN 5G1 ARE REQUIRED TO BE KEYED AND BENCHED. NT 7.1 TLJC coif CAJ1"JAJCCO Cl.lnJ 11 n /A CD Y`T T1.J1= % 1A1CTQ11r'T1f'1A( IN/ THE Fn1 I nbtllNG CTd(ESF LT. JIir JVlL Ll1YLLl .//lVVLL / LV/ ///L vv/.v//.vv/.v/e A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVNAL AND TERRACED AREAS AND ANY STRUCTURES, B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE - COMPACTION, BENCHING AND FILLING OPERATIONS. C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB -DRAINS AND FILTER MATERIAL. ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY STRUCTURES. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 3' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. CHAPTER 70. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BEUSEDTOPROTECTADJOININGPROPERTIESDURINGTHEGRADINGPROJECT. 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINEDDURINGTHERAINYSEASONANDSHALLBEINPLACEATTHEENDOFEACHDAY'S WORK. 28. ALL WORK ' SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE, 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 31, SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL WITH ORDINANCE NO. 8820 PRIORIOTO OF THEROUGHGRADINGANDSHALLBEINAC APPROVAL OF FINAL INSPECTION. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE ORDINDIRECTLY FROM REPONSIBLE IONS, WHETHER OR XNOT SUCH FACILITIES FACILITIES ARE RESULTING SHOWN ON THESE PLANS. 34. THE DESIGN RIOR TO ENGINEER ROUCH SHALL RADE APPROVAL. MINIMUM OF ONE BLUE TOP PER FINISHED 35. APPROXIMATE DATE OF : BEGINNING OPERATION. MAY 15, 2005 COMPLETION: JUNE 1, 2005 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSIONS GREATER THAN 3" WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' OF FINISH GRADES, UNLESS THE s' LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL, 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. EARTHWORK UNDERGROUND SERVICE ALERT CUT= 120 C. Y, FILL = 3,800 C. Y. CALL :TOLL FREE IMPORT = 3, 680 C. Y. 1 -800 AAA OF DISTURBANCE 432 Ac. 227 -2600 Y o "ry' TWO WORKING DAYS BEFORE YOU DIG C w2 i w 3 u.i MARK REVISIONS, IfIf :, : i i• a \t i F RI SEE SHEET 314 i G e NOTE= QUANTITIES SHOWN HEREON ARE PROVIDED RBONDING A QU'ANOT IES PRL CONTRACTORS SHALL BE RESPONSIBLE TO BIDDING FOR CONSTRUCTION. PROPERTY ADDRESS 25371 RAILROAD CANYON ROAD, LAKE ELSINORE i 15 0 KEITH RD. ENGINEER'S NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. HENRY C. POQUIZ, R.C.E. No. 37037 LEGEND: EROSION CONTROL NOTES CONSTRUCTION NOTES= ESTIMATED QUANTITIES 01 CONSTRUCT 3" A.C. PAVING OVER 6.5" A.B.(FINAL SECTION PER SOILS ENGINEER'S REPORT) 15,200 S.F. Q CONSTRUCT 6' P. C. C. PAVING 4,430 S.F. 3U CONSTRUCT 6" PCC CURB AND GUTTER PER RIV. CO. STD. NO. 200 170 L.F. CONSTRUCT 6" PCC CURB ONLY PER RIV. CO. STD. NO. 204 1,593 L.F. CONSTRUCT 3' WIDE PCC SWALE PER DETAIL HEREON 480 L_ F. Q CONSTRUCT 4" THICK PCC WALKWAY 4,330 S.F. 7, CONSTRUCT 12"X18" CATCH BASIN WITH TRAFFIC GRATE, BROOKS PRODUCT 1218 1 EACH CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. 300, H =4', W =4' 1 EACH CONSTRUCT 6.85' HIGH (MAX.) RETAINING WALL WITH RAILINGS PER STRUCTURAL ENG'R. DETAILS 430 L. F. 10 CONSTRUCT 3' HIGH (MAX.) RETAINING WALL PER DETAIL ON SHEEET 1 114 L.F. 11 CONSTRUCT CAR WASH CLARIFIER WITH SAMPLE BOX PER BUILDING PLUMBING PLAN. 3 EACH 12 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S DRAWING. 1 EACH 1 CONSTRUCT 6" SOR 35 SEWER LATERAL 260 L. F. 14 CONSTRUCT 8" SDR 35 STORM DRAIN LINE 213 L. F. 15 CONSTRUCT 36 "X36" BOLT DOWN TRAFFIC GRATE PER BROOKS PRODUCT 3636 1 EACH MODIFY EXIST. MANHOLE TO RECEIVE GRATE COVER) D. 16 CONSTRUCT WHEEL STOP L.S. CONSTRUCT PARKING STRIPING L.S. 1 CONSTRUCT HANDICAPPED RAMP PER ADA STANDARDS 5 EACH 19 ADJUST MANHOLE COVER TO GRADE 2 EACH 0 CONSTRUCT SEWER CLEANOUT PER RIV. CO. STD. NO. 603 4 EACH CONSTRUCT STORM DRAIN CLEANOUT PER CITY STANDARDS 2 EACH CONSTRUCT 1 -1/2" COPPER WATER SERVICE LINE 2 EACH CONSTRUCT 12" PVC (SCH. 40) DRAIN LINE 24 k. F. E7J CONSTRUCT MANHOLE NO. 1 PER RCFCWCD STD. NO. 251 1 EACH REMOVE EXISTING DRAINAGE INLET RISER 1 EACH NOTE= QUANTITIES SHOWN HEREON ARE PROVIDED RBONDING A QU'ANOT IES PRL CONTRACTORS SHALL BE RESPONSIBLE TO BIDDING FOR CONSTRUCTION. PROPERTY ADDRESS 25371 RAILROAD CANYON ROAD, LAKE ELSINORE i 15 0 KEITH RD. ENGINEER'S NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. HENRY C. POQUIZ, R.C.E. No. 37037 APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS 8 ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a budding permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. CONTRACTOR'S RESPONSIBILITY FOR SAFETY IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF UPLAND HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK OF THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY. OF UPLAND. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT THE EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH "CONSTRUCTION SAFETY ORDERS ". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTACTOR AND SUBCONTRACTOR'S COMPLIANC WITH SAID REGULATION AND ORDERS. i SOILS ENGINEER'S CERTIFICATE: THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOTECHNICAL REPORT PREPARED FOR THIS DEVELOPMENT. WDID# 8 330334550 DATE P R . DATE THESE PLANS CONDITIONS OF DEVELOPMENT AND /OR Clll' AND E .PREPARED BY: AP APPROPRIATE HP ENGINEERING, INC. STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE SURVEYING ROBERT MOEHLING, RCE 63056 CITY ENGINEER CITY OF LAKE ELSINORE CIVIL ENGINEERING • LAND 1465 CRESTVIEW ROAD, REDLANDS, CA. 92374 Tel., (909) 799 -6797 Fax (909) 799 -1508 DATE HENRY C. POQUIZ, RCE 37037 DATE SEAL QgpFESSI O c• r'Ki Plo. 37037 Uj Exp. 6 -30-06 CIVIL P q COL PLANS PREPARED FOR: CITY OF LAKE ELSINORE SHEET 1 SHELL GAS STATION PRECISE GRADING PLAN 4 BENCH SCALE: R V CO. OT ' B.M. B M. E -14 -70 10 TR. 30496 OF SHEETS BRASS DISC IN CONC. POST FILE No. 1 __ 20 ' ALONG R.R. CANYON ROAD DATE: MARCH 29, 2005 2.7 MI. NE HWY 71 M.B. 367/17 -25 ELEVATION= 1400.873 _ LEGEND: EROSION CONTROL NOTES FF = FINISHED FLOOR A. IN CASE OF EMERGENCY, CALL PROHAS ENTERPRISES, INC. AT (510)293 -9150 FL = FLOWLINE B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL HP = HIGH POINT AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. FG = FINISHED GRADE C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES NG = NATURAL GROUND DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL 15. NECESSARY FS = FINISHED SURFACE MATERIALS SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT CONVENIENT FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO WM = WATER METER LOCATIONS TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. TW = TOP OF RETAINING WALL D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE TF = S = TOP OF FOOTING SEWER LINE E. APPROVAL OF THE CITY ENGINEER. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE INFIVEDAYRAINPROBABILITY W = INV WATERLINE INVERT ELEVATIONPLACEATTHEENDOFEACHWORKINGDAYWHENTHE FORECAST EXCEEDS 40 PERCENT. TMH TOP OF MANHOLE F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DF = DEEPENED FOOTING BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION PCC PORTLAND CONCRETE CEMENT MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. TG = TOP OF GRATE G. FILL SLOPES HE PROJECT IN AWAY FROM THE TOP OF THE PROPERTY LINE SLOPE CONCLUSION EEACH WORMUST DAY H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO CENTERLINE PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER BLOCK WALLTHEDEPTHEXCEEDSTWOFEETORCREATESAHAZARDOUSCONDITION. FLOW LINE HENRY C. POQUIZ RCE 37037, EXP. 6 -30 -06 DATE GRATE INLET CATCH BASIN GRATE INLET MANHOLE APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS 8 ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a budding permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. CONTRACTOR'S RESPONSIBILITY FOR SAFETY IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF UPLAND HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK OF THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY. OF UPLAND. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT THE EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH "CONSTRUCTION SAFETY ORDERS ". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTACTOR AND SUBCONTRACTOR'S COMPLIANC WITH SAID REGULATION AND ORDERS. i SOILS ENGINEER'S CERTIFICATE: THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOTECHNICAL REPORT PREPARED FOR THIS DEVELOPMENT. WDID# 8 330334550 DATE P R . DATE THESE PLANS CONDITIONS OF DEVELOPMENT AND /OR Clll' AND E .PREPARED BY: AP APPROPRIATE HP ENGINEERING, INC. STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE SURVEYING ROBERT MOEHLING, RCE 63056 CITY ENGINEER CITY OF LAKE ELSINORE CIVIL ENGINEERING • LAND 1465 CRESTVIEW ROAD, REDLANDS, CA. 92374 Tel., (909) 799 -6797 Fax (909) 799 -1508 DATE HENRY C. POQUIZ, RCE 37037 DATE SEAL QgpFESSI O c• r'Ki Plo. 37037 Uj Exp. 6 -30-06 CIVIL P q COL PLANS PREPARED FOR: CITY OF LAKE ELSINORE SHEET 1 SHELL GAS STATION PRECISE GRADING PLAN 4 BENCH SCALE: R V CO. OT ' B.M. B M. E -14 -70 10 TR. 30496 OF SHEETS BRASS DISC IN CONC. POST FILE No. 1 __ 20 ' ALONG R.R. CANYON ROAD DATE: MARCH 29, 2005 2.7 MI. NE HWY 71 M.B. 367/17 -25 ELEVATION= 1400.873 _ Q) 2 Z 14 ; SILT /DEBRIS BASKET ABSORBENT— FILLED POUCH • f • . 4 f T : a © QTR ' q r• f Ti; - I f i DRAIN i . * N.G. N. G. A T PIPE f - o MIN. SECTION 'E' —'E" TYPICAL CATCH BASIN INSERT N. T. S FLOGUARD BRAND) NTS SECTION "A'-A' N. T. S. WOODEN STAKE 6" DEEP, 1" DIA. AGGREGATE BASE MATERIAL J J Q m FILTER FABRIC NATIVE Q 1 STABILIZED CONSTRUCTION ENTRANCE /EXIT'' TOP OF SLOPE FLOW NOT TO SCALE Q Z1X A T Z ® QE I ( I I 6 "X6" TRENCH WITH TAMPED r BACKFIL 2• SECTION "F-917" F" TYPICAL SILT FENCE SECTION N.T.S. NOT TO SCALE SECTION "B " - "B" N.T.S. WOODEN STAKE 2, _ 5' N Ft J C V Z fFam. W v FLOW IL 1i \ \i \i SECTION "C'= C' I I TOE OF SLOPE N.T. S I I 6 "X6" TRENCH eXx WITH TAMPED 1 BACKFILL MIN. L'j -• V SECTION "G "= G" TYPICAL SILT FENCE SECTION N IIT.S. NOT TO SCALE APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS 8 ASSOCIATES, INC. 4k) BY DATE P These plans have been reviewed for adherence to the applicable codes and ordnance. Authorization is j0 hereby granted to issue a building permit pending, BMP DETAILS 9 Q approval by all applicable City agencies. O 6 1.5' The issuance or granting of a permit based on H H O Q approval of these plans shall riot be construed to 1" permit or approve any violation of the applicable 6" THICKcodesorordnance. No permit presumed to give3' .off authority to violate or cancel the provisions of such .......... RADIUS / A 9 codes shall be valid. O # 10X 10, 6X6 WIRE MESH PCC SWALE DETAILUNDERGROUNDSERVICEALERTMIN. r 5SECTIONH " , H " `. N. T S. CALLJOLL FREE N. T.S. soa SECTION "D' -D' WDID 3 330334550 227 -2600 GRAVEL BAGS AROUND AREA DRAINS N.T.S. NOT TO SCALE I o TWO WORKING DAYS BEFORE YOU DIG LO THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL PLANS PREPARED FOR: N AP PR. R. DATE CITY OF LAKE ELSINORE SHEET 2 M" 4 MARK R E V I S I O N S APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND o STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE HP ENGINEERING, IN C . Qa ESS SHELL GAS STATION CIVIL ENGINEERING* LAND SURVEYING PRECISE GRADING PLAN 4 W 1465 CRESTVIEW ROAD, REDLANDS, CA. 92374 y BENCH MARK: OF No. 37037 r'+ SHEETS Tel. (909) 799 -6797 Fax (909) 799 -1508 a SCALE: RIV. CO. B.M. E -14 -70 LOT 9 + 10, TR. 30496 E"p' 30-06 * 1" =20' BRASS DISC IN CONC. POST FILE No. ROBERT MOEHLING, RCE 63056 DATE c! v P ALONG R.R. CANYON ROAD CITY ENGINEER CF M 5 2.7 MI. NE HWY 71 M.B. 367/17 -25 DATE: MARCH 29 200 CITY OF LAKE ELSINORE HENRY C. POQUIZ, RCE 37037 DATE ELEVATION= 1400.873 W i I Y tit` \ \ - \ .-..- -- \ \. 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"''" -- -- - -- - -- - - - "- ~ - a_, =' ( -- -- - -- - - -- - -T - - - - -- ------------ °--- - - - - -- -- - - -- _f - -- - - - -- - - -- -- - -/ - -- - - -- i-- In - -- •- - - -_ -- ,- _ _ I - T - - -- ; - - -_" 67 F / i I fEx nNSS1oEwACK 1 ) I , / O 3 /' -- ` -- I - - - -- - --_ f -o- t- - - - -- - " _ - - - - - 3- --• - - '' -'- -- - -- - - \ .\ \ __" , ` -, EX1Sr iuC;- a GUTTER -- \. `` 1-1 \ \ \ N ,,, \ `\` \ -. _. - -' -- - - - - _. _.... - - - \ i\ \ \ \ \ ^ \ \. \ \ \ \ \ \ \ \ N, \\ \ \ \ \' \ \\ \ \\ `. \\ ```\ \\ \ V \\ \\ \ \\ \ \ , 0 `\ \ \ \ ti, l` Fix 11\ 11 \\ ' \ 1 \' ` \\ ` \`\ \ \\ \\ \\ \\ \ \ \ \ \\ APPROVED \ \ RAML RC A CAN4ON ROAD \ \ \ FOR ERMIT ISSUANCE ' I \ \ t % \ \ \ t \ \ SCOTT FAZEK AS & ASS \ t \ j - OCIATES .'INC. I 4 t ! t1 ( i) s \ I '' tt \. I j \ \ \ BY t \ -' -- \ DATE i 1 I I I \ I \ I I I These liii ns have been 4Viewed for adherence to the oIt ! I i 1 E I' i I { i hereby g a tedes and ordinance. Authorization is OLIJ ' f to issue a building permit pendin 0II 4 \ / 4 # f j / fl ' \ t ' / ! I \ \ I . 1 a royal tjy all applicable City agencies. i I 1 ! / ; i T e issuance or ranti : i r t c= { 9 I I 1 ! , 9 rig of a permit based on so ? R i U J ; / f a roval of these plans, shall not be construed toI * pUNDERGROUNDSERVICEALERT ' f I 1 I I 1 i' l I j 1 / i / co es ,or ordinance. ny'violation of the applicable -' o y o permit presumed to give ms's i II I / t j 1 I }I I i / % / / / // au ec shall beviolate or 6ancei the provisions of suchCALL -TOLL FREE I ! I I 1 1 i ( F I / l r l i / I / 1 -800 1 I I / 1 I / / i lr / I I / t / / / / ! / 227 -2600 / i t 1 / ; 1 / / // / / l / f / f / / 1 t i . I l / I / / / / / I J t WDID # 8 330334550 o TWO WORKING DAYS BEFORE YOU DIG 7r 0 M A R K R EV I S I 0 N S AP P R DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL PLANS PREPARED FOR: CITY, OF LAKE ELSINORE SHEET 3 DEVELOPMENT CITY AND HP ENGINE ERIN G INC. o' E 1 SHELL GAS STATION o STATE f.AWSEANDNHAVENBEEN FOUND ACCEPTABLEOR CIVIL ENGINEERING* LAND SURVEYING UNDERGROUND SERVICE ALERT CALL -TOLL FREE 1 -800 227 -2600 T1Y0 WORKING DAYS BEFORE YOiI DIG ski MARK a W zwx: g t. i w REVISIONS N28'59 '337E 78.55' 145d1 . N15•11'32oE .. L/fIJ!!/YV —VIIVU LXfV.J IV !U_j%VfWe• RAILROAD CANYON ROAD CONSTRUCTION NOTES: QO CONSTRUCT 26X36X 1 " GRAVEL MIN., 6" DEEP ON FILTER FABRIC FOR CONSTRUCTION ENTRANCE. REMOVE PRIOR TO CONCRETE POUR 31 INSTALL 2— LAYERS OF SAND HAGS AS SHOWN A P P R . DATE APPROPRIATE CONDITIONS OFV E DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ROBERT MOEHLING, RCE 63056 CITY ENGINEER CITY OF LAKE ELSINORE DATE PREPARED BY: HP ENGINEERING, INC. CIVIL ENGINEERING • LAND SURVEYING 1465 CRESTVIEW ROAD, REDLANDS, CA. 92374 Tel. (909) 799 -6797 Fax (909) 799 -1508 HENRY C. POQUIZ, RCE 37037 DATE SEAL F U # j BMP NOTES. APPROVED THE FOLLOWING BMP'S ARE TAKEN FROM CONSTR F PPR ISSUANCEBESTMANAGEMENTPRACTICESMANUAL, DATED MA 1, AssocIATES, INC. O SO -10: LANDSCAPE PLANNING DATE ese plans have been reviewed for adherence to the2SD -12. EFFICIENT IRRIGATI' PI b able Codes and ordinance. A t izy- {j , 3 SD -13: STORM DRAIN SIG I pr I/%tc_ #u 3&AOF Ngn o G",EAN' r 'ca ble City agencies. P nding 0 SD -32: TRASH ENCLOSURSe issuance or grantingapprovalofthesePlansSall notpbe construed based onO5TC -31: VEGETATED BUFFEtbr RlBr approve any violation of the a ii tocodesorordinance. PP cableMP52: DRAW INSERT authority to vio +ate or cancelPermit Presumed to givecopesshallbevalid. Provisions of such0PARKINGLOTSSWEEPINGf PLANS PREPARED FOR: SHELL GAS STATION BENCH MARK: SCALE: RIV. CO. B.M. E -14 -70 1 " =20' BRASS DISC IN CONC. POST ALONG R.R. CANYON ROAD DATE: MARCH 29, 2005 2.7 MI. NE HWY 71 ELEVATION= 1400.873 WDID R 330-33451950 CITY OF LAKE ELSINORE EROSION CONTROL PLAN LQT 9 -I-10 , TR. 30496 M.6.367/17 -25 SHEET 4 OF 4 SHEETS FILE No. PLANTING NOTES 1. THE PLANTING PLAN 15 DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTIWG OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL COWORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IF SUBSTANDARD IN SIZE, QUALITY OR HEATH. 3. PLANT COUNTS ARE FOR THE CONVENIENCE OF CONTRACTOR ONLY. CONTRACTOR IS IRESPM15LE FOR ALL PLANTS SHOWN ON PLAN. 4, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS T140ROUC44LY SOAKED PRIOR TO PLANTING 5. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF r. DRAINAGE AWAY FROM ALL BUILDINGS AND FINISH GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION 6. REMOVE ALL EXISTING VEGETATION (EXCEPT INDIVIDUAL PLANTS TO REMAIN PER PLAN AND AS IDENTIFIED BY LANDSCAPE ARCHITECT) TRASH, CLIP PINGS AND OTHER DEBRIS IN PLANTING AREAS ERADICATE BERMUDA GRASS AND NOXIOUS WEEDS AS FOLLOWS: A. UPON INSTALLATION OF IRRIGATION SYSTEM, CUT WEEDS AND APPLY AN ALL PURPOSE FERTILIZER, SUCH AS 250 LB5 /AC OF 164-8 AND IRRIGATE FOR TWO TO FOUR WEEKS. WHEN WEEDS AND GRASSES ARE APPROXIMATELY ONE TO TWO INCHES IN HEIGHT, SPRAY WITH A NON SELECTIVE HERBICIDE. C. PLANT AS SPECIFIED. 1. PROVIDE SOIL TEST OF CHEMICAL AND AGRICULTURAL ANALYSIS FROM 2 LOCATIONS (LAND. ARRCW SHALL APPROVE TESTING LAB PRIOR TO TEST) PRIOR TO APPLYING SOIL AMENDMENTS. ADJUST AMENDMENT SPECIFICATIONS THEREAFTER PER LA'5 DIRECTION AND CITY REVIEW AND APPROVAL. FOR BIDDING PURPOSES ASSUME THE APPLICATION OF THE FOLLOWING AMENDMENTS AND FINISH GRADING: 60 LB6JIW0 SF. AGRICULTURAL GYPSUM 25 LBS/IOW SF. 12 -12 -12 FERTILIZER 150 LBS11000 SF. 'GROWPOUER PLUS W/ SULFER' FOR AREAS OF 3:1 SLOPE GRADIENT OR STEEPER: RAKE INTO TOP ONE INCH OF THE SOIL. FOR PLANTING AREAS LESS THAN 3:1 IN SLOPE: 4 CU. YD6J1000 SF. NITROLIZED TOPSOIL MIX ROTOTILL IN THE TOP 6' OF SOIL: THEREAFTER FOR ALL AREAS: RAKE AND FINE GRADE ALL PLANTING AREAS MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES, AND 5% WITHIN FIVE FEET OF BUILDING OR STRUCTURE. SMOOTH FINISH GRADES TO ELIMINATE PUDDLING AND STANDING WATER COORDINATE WITH OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. APPLY SOIL LEACHING AT LA'S DIRECTION AND CITY INSPECTOR APPROVAL. 8 VERIFY TREE PIT DRAINAGE WITH 24 HOUR WATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO NAVE A 4' DIAMETER AUGER HOLE DRILLED THIROUGW ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE. 9. PLANTING PITS SHALL BE TWICE THE CONTAINER WIDTH AND OF EQUAL. DEPTH. 10. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED WITH EXISTINKs SITE SOIL AND 1/3 (BY VOLLI E) NITRIFIED SOIL CONDITIONER MIX 11. FERTILIZE TREES, SHR Ia AND GROUND COVERS AT TIME OF PLANTING WITH AGRFORM TABLET(S) PER SPECIFICATIONS AT THE FOLLOWING RATES: FLAT MATERIAL -1(5 GRAM) TABLET LINERS - 2 (5 GRAM) TABLETS I GAL SIZE - I TABLET 15 GAL - 5 TABLETS 5 GAL SIZE - 3 TABLETS 24' BOX - 8 TABLETS 36' BOX SIZE - 10 TABLETS 48' BOX -12 TABLETS 12. DOUBLE' STAKE 15 GALLON AND 24' BOX TREES GUY LARGER TREES AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY FOR THE LENGTH OF THE GUARANTEE: 13, LOCATE STREET TREES 6 INCHES INSIDE RIGHT OF WAY, ALIGNED WITH ADJACENT PR.^PERTIES .ERALLY Ens SALLY £,PACED Ah,D IN A.i !r IENT tl1ITH E C OPPOSITE SIDE OF STREET (EXCEPT AS ADJUSTED FOR UTILITY CONFLICTS). 14. NOTE RELATIONSHIP TO PLANTINGS TO IRRIGATION, PARTICULARLY IN LINEAR COWIGURATIONS COORDINATE WHERE PLANTING AND IRRIGATION HEAD SPACING CORRESPOND TO MAINTAIN UNIFORM SPACING BETWEEN PLANTS AS WELL AS PLANTINGS AND IRRIGATION. 15 CONTAINER PLANTS SHALL NOT BE PLACED WITHIN 2 FT. OF SPRAY HEAD, 4 FT. OF LARGE RADIUS RROTOR, UNLESS OT14ERRWISE INDICATED ON PLAN. 16. SHRUBS 4 TREES SHALL BE UNDER PLANTED WITH GROUND COVER OR HYDROSEED AS SHOWN BY ADJACENT SYMBOL. 11. PROVIDE POST PLANTING FERTILIZATION 3@ AND 15 DAYS AFTER PLANTING. 18. PROVIDE TWO (29 INN, DEPTH SHREDDED BARK MULCH (NO RECYCLED GREEN OR CONSTRUCTION WASTE- SEE SPECIFICATION) IN ALL NON -TURF PLANTING AREAS LESS THAN 3:1 IN SLOPE. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR° APPROVAL PRIOR TO BULK DELIVERY. 19 MAINTAIN ALL PLANTINGS FOR NINETY (90) DAYS AFTER COMPLETION. KEEP ALL AREAS CLEAN, WATERED AND WEED -FREE. ALL DEAD OR DYINj PLANTS SHALL BE REPLACED DURING THE MAINTENANCE PERIOD. 20. CONTRACTOR SHALL GUARANTEE PLANT LOAGxEVRTY FOR ONE YEAR ROOT BARRIER REQUIREMENT PROVIDE DEEP ROOT BARRIERS AT PERIMETER PAVINCs, CURB, STRUCTURE OR FOUNDATION OF ALL PLANTING AREAS CONTAINING TREES WITHIN 6 FEET OF SIDEWALK, STRUCTURE, CURB OR FOUNDATION, BARRIERS SHALL BE 24 INCHES IN DEPTH. LENGTH SHALL EQUAL 12 FEET PER PROTECTED EDGE. DO NOT WRAP INDIVIDUAL ROOTBALLS. PALM TREES ARE EXCEPTED. (SEE DETAIL) EROSION CONTROL FABRIC REQUIREMENT PROVIDE SOIL STABILIZATION FABRIC, PER MANUFACTURER'S SPECIFICATION, ON ALL L ANDSCAPED SLOPE S OF 3:1 ORSTEEPER GRADIENT. SEE CITY LANDSCAPE REQUIREMENTS AND COMPLY. PLANT LEGEND r4$6 PL,&7$ OR SPECIES QIM9 SIMILAR PROPOSED. SrMBoL BOUVIC4 IMME COM'VV NAME S /14F; OAVr/rr COrVr.4/NER/IIEIGNrX NIMN QUERGU6 ILEX HOLLY OAK 9 24 IN. BOX- STANDARD 9 -11 X 4 -5 FT. ROBINIA X AMBIGUA LOCUST 14 24 IN. BOX 0P. LA . T.0 , u ESTER N COT1ONlD O0 1 I GALLONLwN 1 -8 X 2 -3 Ft. SN IBS HEMERRCALLIS 'STE" D. ORO' DAYLILLY 111 i GALLON Q CISTUS PURPURENUS ROCKROSE 52 5 GALLON O GREVILLEA ROSMARINIFOLIA ROSEMARY GREVILLEA 11 5 GALLON 0 LIGUSTRUM J. TEXANUM' PRIVET 163 5 GALLON 0 PHORRIMUM 'SUNDOWNER' NEW ZEALAND FLAX 45 5 GALLON A 'ICEBERG' ROSE 104 5 GALLON 0 SOLLYA HETEROPHYLLA BLUE BELL CREEPER 111 5 GALLON 1 lNES CELSEMIUM SE7MPERRVIRENS CAROLINA JESSAMINE 3 15 GALLON STAKED eauNVCOyERS DELOSPERMWM ALBA ICEPLANT V IN, OL FLATS COPR05MA 'VERDE VISTA' COPROSMA V IN. O.C. FLATS i l rhJ J Z- Canyon Hills Marketplace LANDSCAPE PLAN DRAWING INDEX sqeT COMM L-I PLANTING PLAN. LEGEND L-2 PLANTING DETAILS, SPECIFICATIONS L-3 IRRIGATION PLAN L-4 IRRR16ATION DETAILS, SPECIFICATIONS PLANTING PLAN i + NORTH 5GALE r t 4 ! f j` PAD #10 I; t r ii s it I ar PAD #9 < F` L U B E CENTER C —STORE w/ QSR 3B BE E FT i ARLES LANDSCAPE ARCHITECTURE iNc P.O. Box 682 Cardiff by the Sea, Califomia 92007 760.632.0288 7606320289 fax 01.111111111/1® STEVEN M. AHLES CA # 2538 z 1 Ri 1, o RENEWAL DATE 9 -30 -05 rrllla +I a0 CA# 2538 PROJECT NO: 0 j0(p LANDSCAPE PLANS FOR Vintners Distributors CANYON HILLS MARKETPLACE Lake Elsinor, California M III ED 19 F-1 APPR ED fSCt PER IF UAN EW ~ z L— ` ® , EKAS & AS Cl3I E INC. DATE r O l ns have been revra`b reviewedNcd fyyos .. O" des r dherencej , 9 anted toassuerdinance Authonzatr. 'x!'+ fir,'/ c ! fir t therr1 t' • :• • ter- j . } 9. Y all) a buiidi ' n is ai -i + r• pplicable,City a e ermit Pendingr =i. ce or 9 ncr si g gr - • -, these ranting of a ermity prove )Inns shall not Construed based on A . _ i l + :.:•" r Y violation to ee d ble r JR` v 11d: or c e 1h Pr v s ons of Suce S"' SO S SD SD i vl. J m W it n SOIL PREPARATION AND FNISN GRADING PART I - GENERAL U DESCRIPTION A WORK INCLUDED: PREPARATION OF SURFACE STRATA OF SOU. FOR PLANTING INCLUDING BUT NOT NECESSARILY LIMITED TO: L TOPSOIL PLACOW, 2. SOILS TESTNG, 3 PLACEW AND INCORPORATION OF SOIL Al IDOMEWS, 4. FINISH GRADING, 5. ANY INCIDENTAL WLIC NOT S CM OR SPECIFIED 040 CAN f"WNABL.Y BE INFERRED AS PART OF WORK B RELATED WORK: PLANTING TREES, SAS AND GROUND COVER 12 SUBMITTALS TEST RESULTS DELIVERY STATEMENTS 13 aIALITY ASSURANCE A WOW, S 4ALL. BE PERFORMED PER BEST STANDARDS OF PRACTICE RELATING To VARIOUS TRADES UNDER CONTINUOUS aff' - mAstON OF COMI'ETEtdT FOREMAN, CAPABLE OF INTERPRETING: DRAWINGS AND SPECIFICATIONS. B AERBICiDE APPLICATOR SHALL BE LICENSED BY STATE OF CALFOR" t4 DELIVERY, STOR46E AND HANDLING A CONTA HERS SHALL BE UNOPENED AT DELIVERY AND RESPECTIVE LABELS SNAG- SHOW CONTENTS B STORE CONTAINERS OW TWINE GROUND AND PROTECT FROM TIE QEATIER 5 PROACT SITE CONDITIONS A. WAIN EXISTING (STOCKPILED) SOIL IS AVAILABLE CONTRACTOR SMALL VERIFY TIE QUANTITY, LOCATION AND WHEN SOL CAN BE MOVED INTO THE PLANTING, AREA STOCKPILED SOiL 18 TO MEET CONDITIONS DESCRIBED N SECTION ON MATERIAL. STANDARDS B NO SOIL SHALL BE MOVED INTO AWEAS 00 EM 9R TIE SOU. OR EXISTING GRADE IS TOO WET OR DRY, OR wWEN DELETERIOUS MATERIALS ARE PRESENT. PART 2 - PRODUCTS 21 TOPSOIL A 501I2C.E: OFF -SITE BORROW TAKEN FROM SOURCE ACCEPTABLE TO LANDSCAPE ARCHITECT B ACiD- ALKALINE RANGE: pH 60 TO 10 C FREE OF PESTS, PEST LARVAE AND MATTER TOXIC TO PLANTS D PERCENT OF ORGANIC MATTE=R: 2% MN"Jt E MAXIMIM 5% BY VOLUME SLAG, CINDERS, STONES OR OTHER EXTRANEOUS MATERIAL OVER 10' DIAMETER. P FREE OF NOXIOUS WEED SEED, PAT90GENIC VIRUSES, W MICIDES, OR CIEMICAL TIAT NOT GROWTI. G. TESTS AND SAMPLING OF TOPSOIL: L PROVIDE SOIL SAMPLING FROM TWEE LOCATIONS AND StIBMiT TO CERTIFIED AGRONOMIC SOIL TESTING LABORATORY. WIT LABORATORY TO PROVIDE TESTING TO CITY FOR APPROVAL PRiOR TO TESTING. 2. TESTS: ORGANIC MATTER, NUTRIENT ANALYSIS, TEXNRAL ANALYSIS AND SALINITY TEST PROVIDE 'TEST RESULTS AND AENIDIwE NT RECOMMENDATIONS BY TESTING LAB TO LANDSCAPE ARCHITECT AND CiTY PRIOR TO AMENDMENT DELIVERY CITY SHALL APPROVE TESTING LAB AND RECatt RATIONS PRIOR TO AMENDI**1ENT DELIVERY. 22 SOiL CONDITIONERS A PEAT. CANADIAN PEAT MOSS B IERBICDES: AS REC,TIRED LM LANDSCAPE ARGNITECT'S APPROVAL C FERTILIZER L PRE PLANTING, FE=RTILIZER SHALL BE LONG LASTING, CONTROLLED RELEASE, UNIFORM, FREE FLOWING SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALL CONTAIN TEE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WE=K*IT OF PLANT FOOD: FOR LAWN AREAS: N -P -K RATIO AS REQUIRED FROM SOIL REPORT FOR SIB AREAS: N -P -K RATIO AS REQUIRED FROM SOIL REPORT I POST PLANTING, FERTILIZER SHALL BE ORGANIC BASE, NON MNG, SLOW RELEASE FREE FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT iIT14 TWINE FOLLOWING MINIMUM AVAILABLE PERCENTAGES OF WEiG IT OF PLANT FOOD WITH TRACE MINERALS OF 3% IRON AND 3% SIB -FUR: FOR L AUN AND S14W AREAS: N -P-K RATIO OF 14 -1 -3 3 PLANTING TABLETS SHAD. BE TIGWWiLY COMPRESSED CWWIP TYPE C01ME11iCIAL PLANT TABLETS WITI T1$ FOLLOWING AVAILABLE PERCENTAGES OF WIEAWt OF PLANT FOOD: FOR 21 GRAM TABLETS: N -P-K RATIO OF 20 -10 -5 FOR 5 OR 1 GRAM TABLETS: N -PAC RATIO OF 12 -8 -8 D ORGANIC SOIL AMO ENTS. DERIVED FROM REDWOOD OR FIR BAWL, UAT14 SEVERAL GRADIENT DEGREES OF BREAKDOWN, NON IONIC WETTING AGENT, STABILIZED WITH NITROGEN (05%) AS FOLLOWS: L SA I -NiTY: SATURATiON EXTRACT CONDUCTIVITY (eCE) NOT TO EXCEED L15 AT 25 DEGREES CENTIGRADE 2. ORGGANIC CONTENT: MINIMUM 9096 BY WEIGWWT. 3 (14- 55 TO 60. 4. CONTAINING NO 3L M OR ANIMAL. MANURE. E MWERA.S: L SOIL SULFUR (5) SHALL BE ELEMENTAL SULFUR (3950 MINIMIK 2. FERROUS SULFATE SHALL BE PELTED OR GRANULAR FORM CONTAINING NOT LESS TARN Its METALLIC IRON. MATERIAL SHALL CONFORM TO TIE AGRICULTURAL CODE OF TiE STATE OF CALFORNA. 3. AGRICULTUI;M GYPSUM (CaSO4 -21 10) SEWALL BE CO lIXIALLY PROCESSED WI114 MNIMLIM WS GRADE CONiANNG 14% MINIMUM COMBINED SULK 4. LIME (CaCO3) SHALL BE CALCIUM CA W4ATES LIME. F. SOIL PENETRANT: 'SARVON' BRAND. ca WATER: t SOURCE: IRRIGATION SYSTEM PDiC I QUALITY: POTABLE IF UTIM E RECLAIMED) PART 3 - EXECUTION 3J INSPECTION A EXAM1* GRADE TO RECEIVE SOiL PREPARATION TO ASSURE WOW OF OTTER TRADES IA5 BEEN COMPL.EMI) B VERIFY GRADE WIN LANDSCAPE AWWITECT PRIOR TO BEGINNING SOIL PERPETRATION. C. NO SOIL PREPARATION VAL.L BE PERFORMED UNTIL ALL SMICTI11RES AND WALLS AND CONSTRUCTION iTEMS, (WNCL6DWNG MAINS AND DRAINAGE LINES) HAVE BEEN INSTALLED. D. TFE SITE SHALL BE FREE OF WEEDS, TRASH AND DELETERIOUS MATERIALS PRIOR TO SOIL PREPARATION. E. VERIFY TWAT PLANTS TO REMAIN HAVE BM UNDISTURBED. P DO NOT PROCEED WITH SOIL. PREPARATION UNTIL UNSATISFACTORY CONDITIONS ARE CORF ECTED. 32 SOILS TEST RESULTS PROVIDE TEST RESULTS TO LANDSCAPE ARCHITECt AND CITY LANDSCAPE INSPECTOR CONFIRM SOU. AI IS, PRIOR TO APPLICATION AND BACIMLL. (SEE PLANTING NOTES 9 412, SWEET 2) 33 PERFORMANCE A SUBSOIL: t SCALY SUBSOIL IN ALL AREAS (EXCEPT SLOPES 3 :1 OR GREATER) TO BE PLANTED TO DEPTH OF 6 INCFES PRIOR TO PL ACE TENT OF 0WW6 AND TOPSOIL_ TIE SOIL SPACE SHALL BE MADE LOOSE AND FRIABLE 2. REMOVE ROCKS AND OTTER OBJECTS OVER 2 INCW 0 N DIAMETER. B TOPSOIL: MOT APPLICABLE C. INCORPORATION OF SOIL Arm -aNT5 L PLACE ADDITIVES UINFORMILY N ACCORDANCE WITH SPECIFICATION AND SOU- TEST RESULTS, INCORPORATE TO DEPTI OF 6 INCIES BY ROTOTILLNGs OR OTIeR APPROVED METHOD. 2. RAKE, DRAG, ROLL AND SMOOTH TWINE SURFACE UNTIL FREE OF HOLLOWS AND RIDGES AND IT COMFOWMS TO ESTABLISIM GRADE PLUS OR MINIMUM 1 INCH N 10 FEET. 3 APPLY PRE -EMEW T HERBICIDE N ACCORDANCE WITH MANI FACTIM S AND AGENCY RE WF EWS D FINISH GRADE: L UPON COMPLETION OF ROTOTIL.LING AND TOPSOIL. PLACEMENT, ALL AREAS SHALL BE WATERED TO SETTLE SOiL. 2. W10 11 E 601L HAS DRIED &PICIENTLY TO BE READILY WORKED, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO PREVIOUSLY ESTABL16WWED GRADES. 3 GRADES NOT OTMM16E INDICATED SHAD. BE UNIFORMLY LEVEL OR SLOPING BETUEEN GIVEN ELEVATIONS FNISH GRADE SHALL BE SMOOTi4, EVEN, INFORM PLANES WITHOUT ,ABRUPT CHANGE OF ELEVATION, 4. SOIL AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM BUILDING TO ALLOW FOR A NATURAL RUN OFF OF WATER, AND WACE WATER SHALL BE DIRECTED AS INDICATED ON 'IT E DRAWINGS BY REMODELING, SURFACES TO FACILITATE NATURAL RN OFF OF WATER 5. LOW SPOTS AND POCKETS SHALL SE GRADED TO DRAIN PROPERLY, MAINTAIN 2% MINMUM SLOPE. 6. FIN154 GRADE OF ALL PLANTING, AREAS SHALL. BE BROUGHT FLUSI4 WITH CURBS AND PAVNG TO ASSURE POSITIVE Ot K4 E OVER T1 4E SUIRFACE. 1. MAKE MINOR ADJUSTMENTS TO FINISH GRADE AS DIRECTED BY TIE LANDSCAPE ARGWITECT 34 CLEAN' A IhMIEDiATELY CLEAN U° SPILLS, SOIL, CONDITIONERS ON PAVED AND FINSW SURFACE AREAS B REMOVE DEBRIS AND EXCESS MATERIALS FROM PROJECT SITE. END OF SECTION A it .r it a- ti DESCRIPTION FDa OR WALL A WORK INCLUDED: PROVIDE ALL LABOR MATERIALS AND EQUIPMENT REWIRED TO COMPLEX WORK ON DRAWWNGS, COMPLETE IN M TO AND PLACE AND APPROVED, INCLUDING BY NOT NECESSARILY LIMITED TO: ° ADJACENT SURFACE L PURCHASE OF PLANTS SET ROOTBA L 1. ALL PLANTING, INCLUDING GROUND COVER TIGHT TO FOOTNG 3 INSPECTION AND CERTIFICATION SIREDDED NI1ROLIZED BARK MLC, 1-111 T01' Dom', 12 aJAWLITY ASSURANCE MOISTEN AFTER PLACEMNT PERFORM N ACCORDANCE WIN BEST STANDARDS OF PRACTICE RELATING TO VARIOUS TRADES WDER CONTINUOUS FIriSWW GRADESUPERVISIONOFCO1VENTFOREMAN, CAPABLE OF INTERPRETING DRAWINGS AND SPECIFICATIONS 13 EXWS "ZING SITE e00lTitN 1— FFR11LIZB2TA8L.ET PERNO'TES A PRIOR TO EXCAVATION OR PLACING OF STAKES, LOCATE ALL ELECTRIC CAiBLES, CONDUITS, SPRINKLER VALVES, UTILITY LINES SO NAT C 4CRET I HOLE PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMI'ROVBMENTS IN EVENT OF CONFLICT BETWEEN SUCI LINES AND PLANT LOCATIONS, CONCRETE fWROV13ETWT NOTIFY LANDSCAPE ARCHITECT. FAILLE To FOLLOW TITS PROCEDURE PLACES UPON CONTRACTOR TINE RESPONSIBILITY FOR MAKING 1' TYPIGAN ANY AND ALL MEPARS FOR DAMAGE RESULTNG FROM WORK WWEREU DER _ B. VERIFICATION OF DiPENSiONS. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCIWNG, CAREFULLY CWCK AND = _ 11 i F9VERIFYALLDIMENSIONSANDatwirFESANDIMMEDIATELYIWORMMLANDSCAPEARCATEGTOFANYDISCREPANCYBETWEENDRAWLS, _ — AhDIDE SOIL BACIMLL SPECIFICATION AND ACTUAL CONDITIONS. PERFORM NO WORK N AWRY AREA UfA TIERS iS SUCFI A DISCREPANCi' UNTIL APPROVAL I I I I Ro0184LL PLANTING HOLE- SIZEIPER FOR SALE HAS BEEN GIVEN BY LANDSCAPE ARCI41W. = - 1 SET i IN, ABOVE FN&I GRADE SPECIFICATION L4 SCWWEDlU.ING, r SEQUENCING PLANTING HOLI` A° DEEP AND A AFTER SOL HAS BEEN PREPA R D PER SOIL PREPARATION SPEC, IRRIGATION SYSTEM IS INSTALLED AND CONDITION$ ARE FAVORABLE T I —i I i I P( F TYNCE as W1fIDE ANUS coNTal Nrs PLANTINGTO B IRMGATION PL MAYAY BY PLANT ' CONQII NTLY, NOIiEVER PLANTING WORK MAY NOT START N ANY SECTION PRIOR TO F VINE PLANTING ()CONTAINER INSPECTION AND APPROVAL OF IRRIGATION WORK. 15 SMSTITUTIONS aa,, 0 NO SUBSTITUTIONS FROM SPECIFIED PLANT MATERIALS WILL BE PI3QMITTED UNLESS SUBSTnUM MATERIALS ART: APPROVED W ° e ADVANCE BY LANDSCAPE ARCHITECT AND TIE CITY, AND SttBSTWTUTIONS ARE MADE AT NO ADDITIONAL CHARGE TO OWNER IF T 1 PER 1Rff r 1_ --, WITH PROVISIONS OF CONTRACT. fNiS1W GRADE 16 SUBMITTALS VERIFY ALL DIMENSIONS AND atwirFES AND IMMEDIATELY IWORMM LANDSCAPE ARCATEGT OF ANY DISCREPANCY BETWEEN DRAWLS, _ — AhDIDE SOIL BACIMLL SPECIFICATION AND ACTUAL CONDITIONS. PERFORM NO WORK N AWRY AREA UfA TIERS iS SUCFI A DISCREPANCi' UNTIL APPROVAL I I I I Ro0184LL PLANTING HOLE- SIZEIPER FOR SALE HAS BEEN GIVEN BY LANDSCAPE ARCI41W. = - 1 SET i IN, ABOVE FN&I GRADE SPECIFICATION L4 SCWWEDlU.ING, r SEQUENCING PLANTING HOLI` A° DEEP AND A AFTER SOL HAS BEEN PREPA R D PER SOIL PREPARATION SPEC, IRRIGATION SYSTEM IS INSTALLED AND CONDITION$ ARE FAVORABLE T I —i I i I P( F TYNCE as W1fIDE ANUS coNTal Nrs PLANTINGTO B IRMGATION PL MAYAY BY PLANT ' CONQII NTLY, NOIiEVER PLANTING WORK MAY NOT START N ANY SECTION PRIOR TO F VINE PLANTING ()CONTAINER INSPECTION AND APPROVAL OF IRRIGATION WORK. 15 SMSTITUTIONS aa,, 0 NO SUBSTITUTIONS FROM SPECIFIED PLANT MATERIALS WILL BE PI3QMITTED UNLESS SUBSTnUM MATERIALS ART: APPROVED W ° e ADVANCE BY LANDSCAPE ARCHITECT AND TIE CITY, AND SttBSTWTUTIONS ARE MADE AT NO ADDITIONAL CHARGE TO OWNER IF T 1 PER 1RffSUBSTITUTESAREOFLESSVALVETHANTHOSEINDICATEDORSPECIFIED, CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH PROVISIONS OF CONTRACT. fNiS1W GRADE 16 SUBMITTALS A FIM61.1 SOURCE OF MATERIALS F REQUESTED BY OWR R OR LANDSCAPE ARCHITECT B N ADDITION TO ANY OTTER CERTIFICATES SPECIFIED, F WSW A CERTIFICATE UT14 EACH DELIVERY OF BULK MATERIAL _ STATING 6olz E, QUANTITY, TYPE OF MATERIAL, AND THAT MATERIAL. CONFORMS TO SPECIFICATION. SUBMIT CERTIFICATES PRIOR TO START OF MAINTENANCE PERIOD. L1 CLIARATITEE AND REPLACEMENT IIRRIGATM LATERAL Lt ALL PLANTS SHALL BE GUARANTEED FOR PERIOD SPECIFIED iN PLANTING NOTES ANY PLANT NOT GROWLING PROPERLY DURING, THIS PERIOD SHALL BE REPLACED WITHIN SEVEN (1) DAYS CF WRITTEN NOTICE. GUARANTEE MAY BE EXTEND M CASES iF PLANTS PPER DETAIL ARE SLOW TO ESTABLISH. F CONTRACTOR PAiLO TO MAKE REPLACEMENTS WITHIN TiME LIMIT, OWNER MAY REPLACE UO AT FFILL ILA GRAVEL — CONTRACTOR'S EXPENSE. BaCwLL PFR PLANTING DET!! 1 p ® PAR? 2 - PlmDUCrs B 11 p EXISTING 60L Y 1.1 PLANT aIANTITiES AND TYPES Y ZOMBI PLANT MATERIALS N QUANTITIES AND SPACING STOWING OR NOTED FOR EACH LOCATION, OF SPECIES, KiND, SIZE, ETC AS SYMBOLIZED AND DESCRIBED N PLANT LEGEND. 22 PLANT MATERiX STANDARDS BBUBBLER TREE A NOMRC ATU Ie PLANT NAMES LISTED IN PLANT LEGEND CONFORM TO 'STANDARD PLANT NAh'IES' ESTABLISIWED BY AMEMCAN T Ia VERTICAL STAND PPE, 3' D1A, PVC, 2 PER TREE AT OPFCISITE SDFS GROUND COVER TO BE PLANTED FRM FLATS, CUTTINGS, LINEiZS OR ONE GALLON CONTAINERS PER PLAN PREPARED SOIL- SEE PLANTING NOTES REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS lilli l = 111U SQFT PLANTS WILL COVER S ` ® 4 RAXTS 0 0 0 0 0 4' 1 Sa Ft IL BE FT 4' DIA FE FORATED PVC 0 0 6' 16 25 FILL W ITN GRRAVEL L 0 O e 0 00 8' 28 44 0 0 0 0 0 12' 64 100 i— 0 0 0 e P,' 100 ft S -- 1 -- 24,' 256 4 GREATER DEF°TI P RECJIfIRED 5BY24WtFILLDRAINAGETEST G>IfARE SPACING, TRIANGULAR SPACING NTS BQGROUND COVER PLANTING COMMITTEE ON IORTICULTLI?A. N A WM..LATU rW. FOR NAMES NOT COVERED T1 REIN FOLLOW LOCAL NURSERY PVC CAP. BANGUI TOP to CALIFORNIA NATIVE PLANT SPECIES PER 'JEPSON MANUAL' AL IM FOR SURFACE FLOODING B CONDITION: SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, WAVY VIGOROUS, FREE OF DISEASE, INSECT DO NOT CBENT CAP TO DRAIN PiPE PESTS OR EGGS, NAVNG IEALTWWY, NORMAL ROOT SYSM MS, WELL FITTING CONTAINERS BUT NOT TO POINT OF BEING: ROOT BOUND. DO NOT PM PRIOR TO DELIVERY. N NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. C D0- =k1Q10N5: IEASUZE WEIGAT AND SPREAD OF PLANT MATERIAL IUITI BRANCIES N NORMAL POSITION MEASI1E TREE CALIPER FNISFW GRADE 2'-0' ABOVE GRADE. PROVIDE ALL PLANTS AT MINIMUM DIMENSIONS INDICATED ON PLANS, WWERE CALIPER OR OTHER DIMENSIONS . OF ANY PLANT MATERIALS ARE OMITTED FROM PLANT LEGEND, IT SHALL BE AVERAGE STOCK FOR TYPE LISTED. D. INSPECTIONS: A.L. PLANT MATERIALS ARE StIMCT TO INSPECTION AND APPROVAL allORE PLANTING. ALL KAM SUPPLIES 7 NOTE- ALL. 5 GAL 4 24' BOX TREES 01 SHALL BE STAKED y, t+— PREVAILING WIND NOTE: c HEATHER UMS T DIAL PINE LODGE POLE STAKE 4 N. PET- PIPE WRAP UT14 CNGW TIE W/GALV. NAIL (BY AT) TO PROJECT IWMIMM PLANTED OR NOT) ARE Stv ECT To REJECTION. BUBBI ER: PLANT LiST: AS INDICATED ON PLANTING PLAN n \ NERD FILTER FABRIC `Q 2d' FOR 5 GAt,f 31' FOR 14' BOX AND 5 GALLON) %4AL-E NAVE BEEN GROWN W CONTAINERS 1 FM 5 GAL TREE -F 4 PER TREEi : SIZES OF PIANIST PER PLANT LEGEND. CONTAINER STOCK (I, 5, , FOR TIME SUFFICIEINT TO DEVELOP ROOT GRIM Slf ICILNT To HOLD SOIL BALL TOGEDER To SIDE AND 50TTOM OF + W WA W N 12 MR 2, E DRAIN 2' NITROLIZE:D BAWL hULCI4 CONTAINER M WHICH IT WAS DELIVERED. - 4' WATERING E 4SNPVCELLGRATECAP G. PLANTS NOT APPROVED: REMOVE FROM SITE PMIATELY AND REPLACE WiT14 SUITABLE PLANTS LANDSCAPE AWAMCT MAY REJECT ENTIRE LOT OF PLANTS REPRESENTED BY DEFECTIVE~ 64M KS S - PVC LATERAL (COVER AS NOTED N LEGEND) - GRADE 23 SOIL CONDITIONS - SEE SECTIONS ON GRADING, DRAINAGE AND SOU. PREPARATION STANDARDS x °' 6' PERFVR4TED PVC DRAN PIPE. FILL WITH _ FERTILIZER TABLET PER NOTES PART 3 - EXECUTION - PEA GRAVEL INSTALL INSIDE WATERING —III Ii BASH- uPWWFU. SDE OF TRW ON SLOPr -6 — O II= DLPr1W of HOLE BACK rill MIX PER NOTES 31 PLANTING - GENERAL A REL.ATiVE POSITION OF ALL TREES AND PLANTS IS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND SHALL, IF NECESSARY, BE RELOCATED A$ DIRECTED AS PART OF CONTRACT B PLANT PITS SNAG. BE MINIMUM WIDTH 2X LARGER TWAIN ROOT BAG.. P WATER WILL NOT DRAW FROM TOLE OVER NIGHT, TAKE CAIITION NOT TO OVER WATER PLANTS. H TREE BUBBLER C. SET 60 TWAT, USN SETTLED, PLANTS ARE I K IKGWER TTWAN FINISH GRADE T" THEY BORE TO CONTAINER PLANT N CENTER OF PiT, BACK FILL UT14 MiX PER PLANTING NOTES NO SOIL N MUDDY CONDITION STALL BE U=n ON BACKFII.I.ING. NO 011044 WILL BE PEWMITTE:D AROUND TRAINCS OR STEMS ALL BROKEN OR FRAYED ROOTS SHALL. BE PRDI'ERL.Y CUT. FNFSI GRADE N GROUND COVER AREA TO D. DO NOT ALLOW PLANTS TO DRY BEFORE OR WHILE PLANTING. KEEP EXPOSED IRTS MOIST BY MEANS OF WE=T BE AT LEAST I' BELOW MOW STRW Fk GRADE SAWDUST, PEAT MOSS, OR BURLAP AT ALL TIES DURING PLANTINICa Do NOT EXPOSE TO AIR WHILE BEING, PLACED N GROUND. 6' x 6' CONCRETE MOW STRW WILTED KANTS, iN PLACE OR NOT, WILL NOT BE ACCEPTED AND SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 3J4' CHAi1FER E LANDSCAPE ARCHITECT SHALL MAKE PERIODIC INSPECTIONS DURING, PLANTING. PLANTS NOT PRDPERL.Y HANDLED, SPOTTED OR PLANTED SHALL BE SUBJECT TO REMOVAL, AND REPLACMT FINN GRADE IN LAWN AREA TO BE NEARLY F . IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED ALTERNATIVE LOCATIONS _ __ .... III = WTI MOW Std' WILL BE SELECTED BY LANDSCAPE Al Z4MCT LOCATION OPERATION WiLL BE DONE AT NO EXTRA COST TO OWNER = =-= `- = = - _ =_: 32 PLANTING OF TREES 6' IIII =11111 83 F 43W CO a NUOUS (LAP Tr AT SPLICES) A SPECEN TREES SHALL BE APPROVED BY LANDSCAPE ARCIITECT WITHIN 30 DAYS OF TIE AWARD OF CONTRACT OR I (III = => = =" "= = =; = == I'- -- St 01VACTED SUB -GR" 48 WWOURS BEFORE DELIVERY, WHICHEVER COMES FIRST: SPECIMEN, TREES DELIVERED T14AT AR DAMAGED OR CHANGED FROM TIE WRITTEN APPROVAL ARE SUBJECT TO REJECTION. 111 -1) i= ! 1111 = I III B NO TREES B GALLONS AND OVER SHALL BE PLANTED N A HOLE TIAT WILL NOT NATURALLY DRAIN IN 24 HOURS AFTER =1110 =111U NOMS BEING FILLED WITH WATER CONDUCT TEST TO MAKE NIS DETE;HINATION, AND NOTIFY LANDSCAPE ARCW WiT'EGT OF WALT T PRIOR TO PLANTING FINISIW SW4ALL BE 5MMOOTI WOOD FLOAT C. PLANT ALL SKCIENS OCC JMWG IN SODDED OR GROUND COVER AREAS BEFa; E FNAL PREPARATION OF THOSE AREAS. PROVIDE EXPANSM JOINT AT 20' 0fl MAX D. STAKE AND GUY ALL TREES INDICATED ON PLANS AND AS REQUIRED TO PROVIDE OPTIMUM STABILITY. COLOR PER PLOW CALL OUT 33 PLANTING SWRtBS AND GAD COVE A REMOVE ALL VINES FROM STAKES, UNTIE, AND SECURELY FASTEN IN AN APPROVED MANNER TO WALL, FENCE, OR 04W StWFACE NEAR TO WWICH TTEY ARE PLANTED. a It VERTICAL `AER A , ` '" °FoBALLIS1KABOVE POSITION, > G TO PREr WTA CaIMUUL O CONCRETE MOW STRIP 3.4 INSTALLATION OF GROUND COVER A PLANT GROUND COVE=R N AREAS DESIGNATED ON PLANS B KEEP GROUND COVER STORED ON T1•E SITE MOIST AND FREE OF INSECTS AND WEDS C DO NOT PLANT GROUND COVER UNTIL INSPECTED BY LANDSCAPE ARC44ITECT. 39 CLEAN WPD. PLANT FLATTED GROUND COVER WATT FLAT SOT. INTACT WITWW ROOTS UPON COMPLETION OF WOK REMOVE MM15K TRASK AiND DEBRIS RESUL.TNG FROM OPERATION. REMOVE EQUIR'1BWi 35 FERTILIZER AND iMPLEMENTS OF SERVICE AND LEAVE ENTIRE AREA MIVIOL.VED N A NEAT, ACCEPTABLE CONDITION SUCH AS INSTALL CHIP TYPE FERTILIZER TABLETS PER TiE PLANTING NOTES TO MEET APPROVAL OF LANDSCAPE ARCWTEGT 36 WATER BASINS PREPARE RAISED WATER BASIN AS WIDE AS PLANT BALL AT EACH PLANT WATER TNOROUGWWLY, BACK FILLING ANY VOIDS UITI 3100 M ANT04ANCE ADDITIONAL. PREPARED PLANTING MIX DO NOT BASIN FLAT SIZED PLANTS REMOVE ALL BASINS PRIOR TO PLANTING OF A MAINTAIN AL PLANING AF EAS IN VIGOROUS, 7MV16 CONDITION BY WATERING, CULTIVATING, SPRAYING, WWASNING OFF LAWN AND GROUNDCOVER WALKS, AND ANY OTIW£R NECES W OPERATIONS DURING TiWE ENTIRE PERIOD OF INSTALLATION AND ESTABL04MM MANTE14MCE UNTIL FINAL ACCEPTANCE. 31 WATERING, B CALENDAR MAINTENANCE PERIOD SHALL BE CALCULATED FROM INITIAL ACCEPTANCE BY LANDSCAPE ARCHITECT: A APPLY WATER, H- EDiATELY METER PLANTNG, TO EACH TREE, $R0, ViNE AND GROUND COVER AREA BY LOSE APPLY WATER C IMPROPER MAINTENANCE U 41CW MAY CAUSE THE POOR CONDITION OF PLANTED MATERIAL AT MilMI NATION OF SCIB>A.ED N A MODERATE STREAM N PLANTING TOLES UNTIL TIE MATERIAL ABOUT M ROOTS B MOIST FROM BOTTOM OF WWOLE CONTRACT PERIOD WILL CAUSE POSTPONE10IT OF FINAI. ACCEPTANCE OF WOW, TO TOP OF THE GROUND. CONTINUE MAINTENANCE OF SUCH ,AREAS AT NO ADDITIONAL COST To OWNER UNTIL WORK IS ACCEPTED. B FOLLOWING TIE PLANTING OF GROUND COVER PLANTS, MMEDIATELY AND THOROUGHLY WATER EACH PLANT D. KEEP AL AREAS FREE OF DEBRIS, LEEDED AND CULTIVAT® AT NiERVA.S OF NOT GREATER THAN TEN (0) DAYS C WATER PLANTS NOT MCIENTLY WATERED WfM EXISTING IRRIGATION SYSTEM WITH 1405E. AFTER INITIAL ACCEPTANCE OF ANY AREA D. APPLY WATER IN SUFFICIENT QUANTITIES, AS OFTEN AS SEASONAL.. CONDITIONS REQUIRE TO KEEP TIE GROUND E. MAINTAIN ADEQUATE PROTECTION OF ALL AREAS DAMAGED A F E45 5"1 BE N EPAIRED 111 EDIATELY. MOIST AT ALL TIMES TO TIE DEPTI OF TIE ROOT SYSTEM OF GRASS AND PLANTS F. POST FERTILIZE ALL AREAS AFTER WY (30) DAYS AND EACH SIXTY (60) DAYS 71,18 rAFiER OF MAINITENANCE 3B PROTECTION WIT14 TWENTY (20) POUNDS PER iOW swR£ FEET OF POST PLANTING FERTILIZER 3.b P LY AND CONTINUOUSLY PROTECT AREAS WJCLlD1 =•D IN CONTRACT, INCLUDING PLANT MATERIAL, B REMOVE ALL WEEDS BY HAND, AFTER U4TERING, AT THIRTY (30) DAYS AFTER INITIAL ACCEPTANCE. APPLICATION OF OF DYMID OR TTELAN OR APFR vOM PRE 813%ENWCE WEED CONTROL SHALL BE MADE WIWM, N LANDSCAPE ARGWITECTS OPINION, FENCE SUPPORTS, ETC, UNTIL FINAL ACCEPTANCE. PROJECT iS INFESTED UT14 WISED eEED AND FURTHER WEEDING WILL BECOME AN INrECIMARr BUIM TO OAR K CALL FOR INSPECTION AFTER EACW THIRTY (30) DAYS OF MAINTENANCE. L MAINTENANCE SHALL CONTINUE FOR PERIOD SPECIFIED N PLANING, NOTE& END OF SECTION NITS WS, II111 I IIII II I I Ofa(*AL Boor BALL Ii I II PLANT PiT -2x WIDTH, EQDEPTH ROOTBALL NTS CDOUBLE STAKED TREE NTs AH LES LANDSCAPE ARCHITECTURE we P.O. Box 682 Cardiff by the Sea, Califomia 92007 760.632.0288 7606320289 fax STEVEN M. AHLES '® CA ( 2538 _ i i RENEWAL 30-05 Q tiiii,` CA# 2538 PROJECT NO: 050(0 LANDSCAPE PLANS FOR Vintners Distributors CANYON HILLS MARKETPLACE Lake Elshor, Califomia 20 JUN 05 NOTE- GUYING OPTIONAL ISSUE. 10 MAR 05 Iry TREE STABILITY 15 CONTRACTOR RESPONSIIBiLITY OAK TREE TRANSPLANTS PLANTED PER SHEET. CONTRACTOR'S ARBgRIST RECOtETWDATION o RUBM WE W' OD. WHITE POLY TUBING GALVANIZED TURNBUCKLE N0 GALVANIZED WIRE SLEDDED NITROLI BRK MULCH, 2' DEEP MR COVER MOISTEN ATE R PL.ACEMENNT 45d 4' WATERING BASIN FNISWW GRADE III - FERTILIZER TABLET PER NOTES, PLACE N SOIL 111 IIII III 1f AT V3 OF PIT DEEM AENDED SOiL BACK FiLL PER NOTES IIII IIiiI =II I= PLANT PTT -2x WIDTH, EoDEPTI R L.L VIII = {IIII =IIII ORfGMAt ROOT BALL FOR PER ROVED CESCOTTFAIEIGq NTs D SPECIMEN TREE GUYING 13Y $ASSOCIATES, INC. O —_ Nt5 These I DATE PP cable n r viewed foror adherence to theNOTE: INSTALL ia00TT o dinance. Authnrization isSPECIFICATIONSR146tWRIL'r tee a building permit pendingtYagencies. 9CODESTheissuancrTREEPE-W" 0o D ETTA' ILLS 'i,ll. Plans r shall otpbem t based on BAGCFILLMM*;:1wI ,- nceany violation construed toOftheo ° or t to violate No Permit presumed toy or cancel the giveLOCATEaARRW`LtT,gL S, provisions of suchWALKS, WALLS OR STRUCTURES DO NOT WRAP NpIVOUAL ROOTBALLS i FINISH GRADE fl= o 11111 ROOT BARRIER PER PLANTING PLAN AND NOTES, III MINIMUM PIT DEPTH EQUAL TO BARRIER DEPTH FOR TREES REQUIRING ROOT BARRIER; COMPACT BACK mill BELOW TREE ROOT BARRIER NT6 L -2 GREATER DEF°TI P RECJIfIRED 5BY24WtFILLDRAINAGETEST G>IfARE SPACING, TRIANGULAR SPACING NTS BQGROUND COVER PLANTING COMMITTEE ON IORTICULTLI?A. N A WM..LATU rW. FOR NAMES NOT COVERED T1 REIN FOLLOW LOCAL NURSERY PVC CAP. BANGUI TOP to CALIFORNIA NATIVE PLANT SPECIES PER 'JEPSON MANUAL' AL IM FOR SURFACE FLOODING B CONDITION: SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, WAVY VIGOROUS, FREE OF DISEASE, INSECT DO NOT CBENT CAP TO DRAIN PiPE PESTS OR EGGS, NAVNG IEALTWWY, NORMAL ROOT SYSM MS, WELL FITTING CONTAINERS BUT NOT TO POINT OF BEING: ROOT BOUND. DO NOT PM PRIOR TO DELIVERY. N NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. C D0- =k1Q10N5: IEASUZE WEIGAT AND SPREAD OF PLANT MATERIAL IUITI BRANCIES N NORMAL POSITION MEASI1E TREE CALIPER FNISFW GRADE 2'-0' ABOVE GRADE. PROVIDE ALL PLANTS AT MINIMUM DIMENSIONS INDICATED ON PLANS, WWERE CALIPER OR OTHER DIMENSIONS . OF ANY PLANT MATERIALS ARE OMITTED FROM PLANT LEGEND, IT SHALL BE AVERAGE STOCK FOR TYPE LISTED. D. INSPECTIONS: A.L. PLANT MATERIALS ARE StIMCT TO INSPECTION AND APPROVAL allORE PLANTING. ALL KAM SUPPLIES 7 NOTE- ALL. 5 GAL 4 24' BOX TREES 01 SHALL BE STAKED y, t+— PREVAILING WIND NOTE: c HEATHER UMS T DIAL PINE LODGE POLE STAKE 4 N. PET- PIPE WRAP UT14 CNGW TIE W/GALV. NAIL (BY AT) TO PROJECT IWMIMM PLANTED OR NOT) ARE Stv ECT To REJECTION. BUBBI ER: PLANT LiST: AS INDICATED ON PLANTING PLAN n \ NERD FILTER FABRIC `Q 2d' FOR 5 GAt,f 31' FOR 14' BOX AND 5 GALLON) %4AL-E NAVE BEEN GROWN W CONTAINERS 1 FM 5 GAL TREE -F 4 PER TREEi : SIZES OF PIANIST PER PLANT LEGEND. CONTAINER STOCK (I, 5, , FOR TIME SUFFICIEINT TO DEVELOP ROOT GRIM Slf ICILNT To HOLD SOIL BALL TOGEDER To SIDE AND 50TTOM OF + W WA W N 12 MR 2, E DRAIN 2' NITROLIZE:D BAWL hULCI4 CONTAINER M WHICH IT WAS DELIVERED. - 4' WATERING E 4SNPVCELLGRATECAP G. PLANTS NOT APPROVED: REMOVE FROM SITE PMIATELY AND REPLACE WiT14 SUITABLE PLANTS LANDSCAPE AWAMCT MAY REJECT ENTIRE LOT OF PLANTS REPRESENTED BY DEFECTIVE~ 64M KSS - PVC LATERAL (COVER AS NOTED N LEGEND) - GRADE 23 SOIL CONDITIONS - SEE SECTIONS ON GRADING, DRAINAGE AND SOU. PREPARATION STANDARDS x °' 6' PERFVR4TED PVC DRAN PIPE. FILL WITH _ FERTILIZER TABLET PER NOTES PART 3 - EXECUTION - PEA GRAVEL INSTALL INSIDE WATERING —III Ii BASH- uPWWFU. SDE OF TRW ON SLOPr -6 — O II= DLPr1W of HOLE BACK rill MIX PER NOTES 31 PLANTING - GENERAL A REL.ATiVE POSITION OF ALL TREES AND PLANTS IS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND SHALL, IF NECESSARY, BE RELOCATED A$ DIRECTED AS PART OF CONTRACT B PLANT PITS SNAG. BE MINIMUM WIDTH 2X LARGER TWAIN ROOT BAG.. P WATER WILL NOT DRAW FROM TOLE OVER NIGHT, TAKE CAIITION NOT TO OVER WATER PLANTS. H TREE BUBBLER C. SET 60 TWAT, USN SETTLED, PLANTS ARE I K IKGWER TTWAN FINISH GRADE T" THEY BORE TO CONTAINER PLANT N CENTER OF PiT, BACK FILL UT14 MiX PER PLANTING NOTES NO SOIL N MUDDY CONDITION STALL BE U=n ON BACKFII.I.ING. NO 011044 WILL BE PEWMITTE:D AROUND TRAINCS OR STEMS ALL BROKEN OR FRAYED ROOTS SHALL. BE PRDI'ERL.Y CUT. FNFSI GRADE N GROUND COVER AREA TO D. DO NOT ALLOW PLANTS TO DRY BEFORE OR WHILE PLANTING. KEEP EXPOSED IRTS MOIST BY MEANS OF WE=T BE AT LEAST I' BELOW MOW STRW Fk GRADE SAWDUST, PEAT MOSS, OR BURLAP AT ALL TIES DURING PLANTINICa Do NOT EXPOSE TO AIR WHILE BEING, PLACED N GROUND. 6' x 6' CONCRETE MOW STRW WILTED KANTS, iN PLACE OR NOT, WILL NOT BE ACCEPTED AND SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 3J4' CHAi1FER E LANDSCAPE ARCHITECT SHALL MAKE PERIODIC INSPECTIONS DURING, PLANTING. PLANTS NOT PRDPERL.Y HANDLED, SPOTTED OR PLANTED SHALL BE SUBJECT TO REMOVAL, AND REPLACMT FINN GRADE IN LAWN AREA TO BE NEARLY F . IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED ALTERNATIVE LOCATIONS _ __ .... III = WTI MOW Std' WILL BE SELECTED BY LANDSCAPE Al Z4MCT LOCATION OPERATION WiLL BE DONE AT NO EXTRA COST TO OWNER = =-= `- = = - _ =_: 32 PLANTING OF TREES 6' IIII =11111 83 F 43W CO a NUOUS (LAP Tr AT SPLICES) A SPECEN TREES SHALL BE APPROVED BY LANDSCAPE ARCIITECT WITHIN 30 DAYS OF TIE AWARD OF CONTRACT OR I (III = => = =" "= = =; = == I'- -- St 01VACTED SUB -GR" 48 WWOURS BEFORE DELIVERY, WHICHEVER COMES FIRST: SPECIMEN, TREES DELIVERED T14AT AR DAMAGED OR CHANGED FROM TIE WRITTEN APPROVAL ARE SUBJECT TO REJECTION. 111 -1) i= ! 1111 = I III B NO TREES B GALLONS AND OVER SHALL BE PLANTED N A HOLE TIAT WILL NOT NATURALLY DRAIN IN 24 HOURS AFTER =1110 =111U NOMS BEING FILLED WITH WATER CONDUCT TEST TO MAKE NIS DETE;HINATION, AND NOTIFY LANDSCAPE ARCW WiT'EGT OF WALTT PRIOR TO PLANTING FINISIW SW4ALL BE 5MMOOTI WOOD FLOAT C. PLANT ALL SKCIENS OCC JMWG IN SODDED OR GROUND COVER AREAS BEFa; E FNAL PREPARATION OF THOSE AREAS. PROVIDE EXPANSM JOINT AT 20' 0fl MAX D. STAKE AND GUY ALL TREES INDICATED ON PLANS AND AS REQUIRED TO PROVIDE OPTIMUM STABILITY. COLOR PER PLOW CALL OUT 33 PLANTING SWRtBS AND GAD COVE A REMOVE ALL VINES FROM STAKES, UNTIE, AND SECURELY FASTEN IN AN APPROVED MANNER TO WALL, FENCE, OR 04W StWFACE NEAR TO WWICH TTEY ARE PLANTED. a It VERTICAL `AER A , ` '" °FoBALLIS1KABOVE POSITION, > G TO PREr WTA CaIMUUL O CONCRETE MOW STRIP 3.4 INSTALLATION OF GROUND COVER A PLANT GROUND COVE=R N AREAS DESIGNATED ON PLANS B KEEP GROUND COVER STORED ON T1•E SITE MOIST AND FREE OF INSECTS AND WEDS C DO NOT PLANT GROUND COVER UNTIL INSPECTED BY LANDSCAPE ARC44ITECT. 39 CLEAN WPD. PLANT FLATTED GROUND COVER WATT FLAT SOT. INTACT WITWW ROOTS UPON COMPLETION OF WOK REMOVE MM15K TRASK AiND DEBRIS RESUL.TNG FROM OPERATION. REMOVE EQUIR'1BWi 35 FERTILIZER AND iMPLEMENTS OF SERVICE AND LEAVE ENTIRE AREA MIVIOL.VED N A NEAT, ACCEPTABLE CONDITION SUCH AS INSTALL CHIP TYPE FERTILIZER TABLETS PER TiE PLANTING NOTES TO MEET APPROVAL OF LANDSCAPE ARCWTEGT 36 WATER BASINS PREPARE RAISED WATER BASIN AS WIDE AS PLANT BALL AT EACH PLANT WATER TNOROUGWWLY, BACK FILLING ANY VOIDS UITI 3100 M ANT04ANCE ADDITIONAL. PREPARED PLANTING MIX DO NOT BASIN FLAT SIZED PLANTS REMOVE ALL BASINS PRIOR TO PLANTING OF A MAINTAIN AL PLANING AF EAS IN VIGOROUS, 7MV16 CONDITION BY WATERING, CULTIVATING, SPRAYING, WWASNING OFF LAWN AND GROUNDCOVER WALKS, AND ANY OTIW£R NECES W OPERATIONS DURING TiWE ENTIRE PERIOD OF INSTALLATION AND ESTABL04MM MANTE14MCE UNTIL FINAL ACCEPTANCE. 31 WATERING, B CALENDAR MAINTENANCE PERIOD SHALL BE CALCULATED FROM INITIAL ACCEPTANCE BY LANDSCAPE ARCHITECT: A APPLY WATER, H- EDiATELY METER PLANTNG, TO EACH TREE, $R0, ViNE AND GROUND COVER AREA BY LOSE APPLY WATER C IMPROPER MAINTENANCE U 41CW MAY CAUSE THE POOR CONDITION OF PLANTED MATERIAL AT MilMI NATION OF SCIB>A.ED N A MODERATE STREAM N PLANTING TOLES UNTIL TIE MATERIAL ABOUT M ROOTS B MOIST FROM BOTTOM OF WWOLE CONTRACT PERIOD WILL CAUSE POSTPONE10IT OF FINAI. ACCEPTANCE OF WOW, TO TOP OF THE GROUND. CONTINUE MAINTENANCE OF SUCH ,AREAS AT NO ADDITIONAL COST To OWNER UNTIL WORK IS ACCEPTED. B FOLLOWING TIE PLANTING OF GROUND COVER PLANTS, MMEDIATELY AND THOROUGHLY WATER EACH PLANT D. KEEP AL AREAS FREE OF DEBRIS, LEEDED AND CULTIVAT® AT NiERVA.S OF NOT GREATER THAN TEN (0) DAYS C WATER PLANTS NOT MCIENTLY WATERED WfM EXISTING IRRIGATION SYSTEM WITH 1405E. AFTER INITIAL ACCEPTANCE OF ANY AREA D. APPLY WATER IN SUFFICIENT QUANTITIES, AS OFTEN AS SEASONAL.. CONDITIONS REQUIRE TO KEEP TIE GROUND E. MAINTAIN ADEQUATE PROTECTION OF ALL AREAS DAMAGED A F E45 5"1 BE N EPAIRED 111 EDIATELY. MOIST AT ALL TIMES TO TIE DEPTI OF TIE ROOT SYSTEM OF GRASS AND PLANTS F. POST FERTILIZE ALL AREAS AFTER WY (30) DAYS AND EACH SIXTY (60) DAYS 71,18 rAFiER OF MAINITENANCE 3B PROTECTION WIT14 TWENTY (20) POUNDS PER iOW swR£ FEET OF POST PLANTING FERTILIZER 3.b P LY AND CONTINUOUSLY PROTECT AREAS WJCLlD1 =•D IN CONTRACT, INCLUDING PLANT MATERIAL, B REMOVE ALL WEEDS BY HAND, AFTER U4TERING, AT THIRTY (30) DAYS AFTER INITIAL ACCEPTANCE. APPLICATION OF OF DYMID OR TTELAN OR APFR vOM PRE 813%ENWCE WEED CONTROL SHALL BE MADE WIWM, N LANDSCAPE ARGWITECTS OPINION, FENCE SUPPORTS, ETC, UNTIL FINAL ACCEPTANCE. PROJECT iS INFESTED UT14 WISED eEED AND FURTHER WEEDING WILL BECOME AN INrECIMARr BUIM TO OAR K CALL FOR INSPECTION AFTER EACW THIRTY (30) DAYS OF MAINTENANCE. L MAINTENANCE SHALL CONTINUE FOR PERIOD SPECIFIED N PLANING, NOTE& END OF SECTION NITS WS, II111 I IIII II I I Ofa(*AL Boor BALL Ii I II PLANT PiT -2x WIDTH, EQDEPTH ROOTBALL NTS CDOUBLE STAKED TREE NTs AH LES LANDSCAPE ARCHITECTURE we P.O. Box 682 Cardiff by the Sea, Califomia 92007 760.632.0288 7606320289 fax STEVEN M. AHLES '® CA ( 2538 _ i i RENEWAL 30-05 Q tiiii,` CA# 2538 PROJECT NO: 050(0 LANDSCAPE PLANS FOR Vintners Distributors CANYON HILLS MARKETPLACE Lake Elshor, Califomia 20 JUN 05 NOTE- GUYING OPTIONAL ISSUE. 10 MAR 05 Iry TREE STABILITY 15 CONTRACTOR RESPONSIIBiLITY OAK TREE TRANSPLANTS PLANTED PER SHEET. CONTRACTOR'S ARBgRIST RECOtETWDATION o RUBM WE W' OD. WHITE POLY TUBING GALVANIZED TURNBUCKLE N0 GALVANIZED WIRE SLEDDED NITROLI BRK MULCH, 2' DEEP MR COVER MOISTEN ATE R PL.ACEMENNT 45d 4' WATERING BASIN FNISWW GRADE III - FERTILIZER TABLET PER NOTES, PLACE N SOIL 111 IIII III 1f AT V3 OF PIT DEEM AENDED SOiL BACK FiLL PER NOTES IIII IIiiI =II I= PLANT PTT -2x WIDTH, EoDEPTI R L.L VIII = {IIII =IIII ORfGMAt ROOT BALL FOR PER ROVED CESCOTTFAIEIGq NTs D SPECIMEN TREE GUYING 13Y $ASSOCIATES, INC. O —_ Nt5 These I DATE PP cable n r viewed foror adherence to theNOTE: INSTALL ia00TT o dinance. Authnrization isSPECIFICATIONSR146tWRIL'r tee a building permit pendingtYagencies. 9CODESTheissuancrTREEPE-W" 0o D ETTA' ILLS 'i,ll. Plans r shall otpbem t based on BAGCFILLMM*;:1wI ,- nceany violation construed toOftheo ° or t to violate No Permit presumed toy or cancel the giveLOCATEaARRW`LtT,gL S, provisions of suchWALKS, WALLS OR STRUCTURES DO NOT WRAP NpIVOUAL ROOTBALLS i FINISH GRADE fl= o 11111 ROOT BARRIER PER PLANTING PLAN AND NOTES, III MINIMUM PIT DEPTH EQUAL TO BARRIER DEPTH FOR TREES REQUIRING ROOT BARRIER; COMPACT BACK mill BELOW TREE ROOT BARRIER NT6 L -2 31 PLANTING - GENERAL A REL.ATiVE POSITION OF ALL TREES AND PLANTS IS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND SHALL, IF NECESSARY, BE RELOCATED A$ DIRECTED AS PART OF CONTRACT B PLANT PITS SNAG. BE MINIMUM WIDTH 2X LARGER TWAIN ROOT BAG.. P WATER WILL NOT DRAW FROM TOLE OVER NIGHT, TAKE CAIITION NOT TO OVER WATER PLANTS. H TREE BUBBLER C. SET 60 TWAT, USN SETTLED, PLANTS ARE I K IKGWER TTWAN FINISH GRADE T" THEY BORE TO CONTAINER PLANT N CENTER OF PiT, BACK FILL UT14 MiX PER PLANTING NOTES NO SOIL N MUDDY CONDITION STALL BE U=n ON BACKFII.I.ING. NO 011044 WILL BE PEWMITTE:D AROUND TRAINCS OR STEMS ALL BROKEN OR FRAYED ROOTS SHALL. BE PRDI'ERL.Y CUT. FNFSI GRADE N GROUND COVER AREA TO D. DO NOT ALLOW PLANTS TO DRY BEFORE OR WHILE PLANTING. KEEP EXPOSED IRTS MOIST BY MEANS OF WE=T BE AT LEAST I' BELOW MOW STRW Fk GRADE SAWDUST, PEAT MOSS, OR BURLAP AT ALL TIES DURING PLANTINICa Do NOT EXPOSE TO AIR WHILE BEING, PLACED N GROUND. 6' x 6' CONCRETE MOW STRW WILTED KANTS, iN PLACE OR NOT, WILL NOT BE ACCEPTED AND SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 3J4' CHAi1FER E LANDSCAPE ARCHITECT SHALL MAKE PERIODIC INSPECTIONS DURING, PLANTING. PLANTS NOT PRDPERL.Y HANDLED, SPOTTED OR PLANTED SHALL BE SUBJECT TO REMOVAL, AND REPLACMT FINN GRADE IN LAWN AREA TO BE NEARLY F . IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED ALTERNATIVE LOCATIONS _ __ .... III = WTI MOW Std' WILL BE SELECTED BY LANDSCAPE Al Z4MCT LOCATION OPERATION WiLL BE DONE AT NO EXTRA COST TO OWNER = =-= `- = = - _ =_: 32 PLANTING OF TREES 6' IIII =11111 83 F 43W CO a NUOUS (LAP Tr AT SPLICES) A SPECEN TREES SHALL BE APPROVED BY LANDSCAPE ARCIITECT WITHIN 30 DAYS OF TIE AWARD OF CONTRACT OR I (III = => = =" "= = =; = == I'- -- St 01VACTED SUB -GR" 48 WWOURS BEFORE DELIVERY, WHICHEVER COMES FIRST: SPECIMEN, TREES DELIVERED T14AT AR DAMAGED OR CHANGED FROM TIE WRITTEN APPROVAL ARE SUBJECT TO REJECTION. 111 -1) i= ! 1111 = I III B NO TREES B GALLONS AND OVER SHALL BE PLANTED N A HOLE TIAT WILL NOT NATURALLY DRAIN IN 24 HOURS AFTER =1110 =111U NOMS BEING FILLED WITH WATER CONDUCT TEST TO MAKE NIS DETE;HINATION, AND NOTIFY LANDSCAPE ARCW WiT'EGT OF WALTT PRIOR TO PLANTING FINISIW SW4ALL BE 5MMOOTI WOOD FLOAT C. PLANT ALL SKCIENS OCC JMWG IN SODDED OR GROUND COVER AREAS BEFa; E FNAL PREPARATION OF THOSE AREAS. PROVIDE EXPANSM JOINT AT 20' 0fl MAX D. STAKE AND GUY ALL TREES INDICATED ON PLANS AND AS REQUIRED TO PROVIDE OPTIMUM STABILITY. COLOR PER PLOW CALL OUT 33 PLANTING SWRtBS AND GAD COVE A REMOVE ALL VINES FROM STAKES, UNTIE, AND SECURELY FASTEN IN AN APPROVED MANNER TO WALL, FENCE, OR 04W StWFACE NEAR TO WWICH TTEY ARE PLANTED. a It VERTICAL `AER A , ` '" °FoBALLIS1KABOVE POSITION, > G TO PREr WTA CaIMUUL O CONCRETE MOW STRIP 3.4 INSTALLATION OF GROUND COVER A PLANT GROUND COVE=R N AREAS DESIGNATED ON PLANS B KEEP GROUND COVER STORED ON T1•E SITE MOIST AND FREE OF INSECTS AND WEDS C DO NOT PLANT GROUND COVER UNTIL INSPECTED BY LANDSCAPE ARC44ITECT. 39 CLEAN WPD. PLANT FLATTED GROUND COVER WATT FLAT SOT. INTACT WITWW ROOTS UPON COMPLETION OF WOK REMOVE MM15K TRASK AiND DEBRIS RESUL.TNG FROM OPERATION. REMOVE EQUIR'1BWi 35 FERTILIZER AND iMPLEMENTS OF SERVICE AND LEAVE ENTIRE AREA MIVIOL.VED N A NEAT, ACCEPTABLE CONDITION SUCH AS INSTALL CHIP TYPE FERTILIZER TABLETS PER TiE PLANTING NOTES TO MEET APPROVAL OF LANDSCAPE ARCWTEGT 36 WATER BASINS PREPARE RAISED WATER BASIN AS WIDE AS PLANT BALL AT EACH PLANT WATER TNOROUGWWLY, BACK FILLING ANY VOIDS UITI 3100 M ANT04ANCE ADDITIONAL. PREPARED PLANTING MIX DO NOT BASIN FLAT SIZED PLANTS REMOVE ALL BASINS PRIOR TO PLANTING OF A MAINTAIN AL PLANING AF EAS IN VIGOROUS, 7MV16 CONDITION BY WATERING, CULTIVATING, SPRAYING, WWASNING OFF LAWN AND GROUNDCOVER WALKS, AND ANY OTIW£R NECES W OPERATIONS DURING TiWE ENTIRE PERIOD OF INSTALLATION AND ESTABL04MM MANTE14MCE UNTIL FINAL ACCEPTANCE. 31 WATERING, B CALENDAR MAINTENANCE PERIOD SHALL BE CALCULATED FROM INITIAL ACCEPTANCE BY LANDSCAPE ARCHITECT: A APPLY WATER, H- EDiATELY METER PLANTNG, TO EACH TREE, $R0, ViNE AND GROUND COVER AREA BY LOSE APPLY WATER C IMPROPER MAINTENANCE U 41CW MAY CAUSE THE POOR CONDITION OF PLANTED MATERIAL AT MilMI NATION OF SCIB>A.ED N A MODERATE STREAM N PLANTING TOLES UNTIL TIE MATERIAL ABOUT M ROOTS B MOIST FROM BOTTOM OF WWOLE CONTRACT PERIOD WILL CAUSE POSTPONE10IT OF FINAI. ACCEPTANCE OF WOW, TO TOP OF THE GROUND. CONTINUE MAINTENANCE OF SUCH ,AREAS AT NO ADDITIONAL COST To OWNER UNTIL WORK IS ACCEPTED. B FOLLOWING TIE PLANTING OF GROUND COVER PLANTS, MMEDIATELY AND THOROUGHLY WATER EACH PLANT D. KEEP AL AREAS FREE OF DEBRIS, LEEDED AND CULTIVAT® AT NiERVA.S OF NOT GREATER THAN TEN (0) DAYS C WATER PLANTS NOT MCIENTLY WATERED WfM EXISTING IRRIGATION SYSTEM WITH 1405E. AFTER INITIAL ACCEPTANCE OF ANY AREA D. APPLY WATER IN SUFFICIENT QUANTITIES, AS OFTEN AS SEASONAL.. CONDITIONS REQUIRE TO KEEP TIE GROUND E. MAINTAIN ADEQUATE PROTECTION OF ALL AREAS DAMAGED A F E45 5"1 BE N EPAIRED 111 EDIATELY. MOIST AT ALL TIMES TO TIE DEPTI OF TIE ROOT SYSTEM OF GRASS AND PLANTS F. POST FERTILIZE ALL AREAS AFTER WY (30) DAYS AND EACH SIXTY (60) DAYS 71,18 rAFiER OF MAINITENANCE 3B PROTECTION WIT14 TWENTY (20) POUNDS PER iOW swR£ FEET OF POST PLANTING FERTILIZER 3.b P LY AND CONTINUOUSLY PROTECT AREAS WJCLlD1 =•D IN CONTRACT, INCLUDING PLANT MATERIAL, B REMOVE ALL WEEDS BY HAND, AFTER U4TERING, AT THIRTY (30) DAYS AFTER INITIAL ACCEPTANCE. APPLICATION OF OF DYMID OR TTELAN OR APFR vOM PRE 813%ENWCE WEED CONTROL SHALL BE MADE WIWM, N LANDSCAPE ARGWITECTS OPINION, FENCE SUPPORTS, ETC, UNTIL FINAL ACCEPTANCE. PROJECT iS INFESTED UT14 WISED eEED AND FURTHER WEEDING WILL BECOME AN INrECIMARr BUIM TO OAR K CALL FOR INSPECTION AFTER EACW THIRTY (30) DAYS OF MAINTENANCE. L MAINTENANCE SHALL CONTINUE FOR PERIOD SPECIFIED N PLANING, NOTE& END OF SECTION NITS WS, II111 I IIII II I I Ofa(*AL Boor BALL Ii I II PLANT PiT -2x WIDTH, EQDEPTH ROOTBALL NTS CDOUBLE STAKED TREE NTs AH LES LANDSCAPE ARCHITECTURE we P.O. Box 682 Cardiff by the Sea, Califomia 92007 760.632.0288 7606320289 fax STEVEN M. AHLES '® CA ( 2538 _ i i RENEWAL 30-05 Q tiiii,` CA# 2538 PROJECT NO: 050(0 LANDSCAPE PLANS FOR Vintners Distributors CANYON HILLS MARKETPLACE Lake Elshor, Califomia 20 JUN 05 NOTE- GUYING OPTIONAL ISSUE. 10 MAR 05 Iry TREE STABILITY 15 CONTRACTOR RESPONSIIBiLITY OAK TREE TRANSPLANTS PLANTED PER SHEET. CONTRACTOR'S ARBgRIST RECOtETWDATION o RUBM WE W' OD. WHITE POLY TUBING GALVANIZED TURNBUCKLE N0 GALVANIZED WIRE SLEDDED NITROLI BRK MULCH, 2' DEEP MR COVER MOISTEN ATE R PL.ACEMENNT 45d 4' WATERING BASIN FNISWW GRADE III - FERTILIZER TABLET PER NOTES, PLACE N SOIL 111 IIII III 1f AT V3 OF PIT DEEM AENDED SOiL BACK FiLL PER NOTES IIII IIiiI =II I= PLANT PTT -2x WIDTH, EoDEPTI R L.L VIII = {IIII =IIII ORfGMAt ROOT BALL FOR PER ROVED CESCOTTFAIEIGq NTs D SPECIMEN TREE GUYING 13Y $ASSOCIATES, INC. O —_ Nt5 These I DATE PP cable n r viewed foror adherence to theNOTE: INSTALL ia00TT o dinance. Authnrization isSPECIFICATIONSR146tWRIL'r tee a building permit pendingtYagencies. 9CODESTheissuancrTREEPE-W" 0o D ETTA' ILLS 'i,ll. Plans r shall otpbem t based on BAGCFILLMM*;:1wI ,- nceany violation construed toOftheo ° or t to violate No Permit presumed toy or cancel the giveLOCATEaARRW`LtT,gL S, provisions of suchWALKS, WALLS OR STRUCTURES DO NOT WRAP NpIVOUAL ROOTBALLS i FINISH GRADE fl= o 11111 ROOT BARRIER PER PLANTING PLAN AND NOTES, III MINIMUM PIT DEPTH EQUAL TO BARRIER DEPTH FOR TREES REQUIRING ROOT BARRIER; COMPACT BACK mill BELOW TREE ROOT BARRIER NT6 L -2 33 PLANTING SWRtBS AND GAD COVE A REMOVE ALL VINES FROM STAKES, UNTIE, AND SECURELY FASTEN IN AN APPROVED MANNER TO WALL, FENCE, OR 04W StWFACE NEAR TO WWICH TTEY ARE PLANTED. a It VERTICAL `AER A , ` '" °FoBALLIS1KABOVE POSITION, > G TO PREr WTA CaIMUUL O CONCRETE MOW STRIP 3.4 INSTALLATION OF GROUND COVER A PLANT GROUND COVE=R N AREAS DESIGNATED ON PLANS B KEEP GROUND COVER STORED ON T1•E SITE MOIST AND FREE OF INSECTS AND WEDS C DO NOT PLANT GROUND COVER UNTIL INSPECTED BY LANDSCAPE ARC44ITECT. 39 CLEAN WPD. PLANT FLATTED GROUND COVER WATT FLAT SOT. INTACT WITWW ROOTS UPON COMPLETION OF WOK REMOVE MM15K TRASK AiND DEBRIS RESUL.TNG FROM OPERATION. REMOVE EQUIR'1BWi 35 FERTILIZER AND iMPLEMENTS OF SERVICE AND LEAVE ENTIRE AREA MIVIOL.VED N A NEAT, ACCEPTABLE CONDITION SUCH AS INSTALL CHIP TYPE FERTILIZER TABLETS PER TiE PLANTING NOTES TO MEET APPROVAL OF LANDSCAPE ARCWTEGT 36 WATER BASINS PREPARE RAISED WATER BASIN AS WIDE AS PLANT BALL AT EACH PLANT WATER TNOROUGWWLY, BACK FILLING ANY VOIDS UITI 3100 M ANT04ANCE ADDITIONAL. PREPARED PLANTING MIX DO NOT BASIN FLAT SIZED PLANTS REMOVE ALL BASINS PRIOR TO PLANTING OF A MAINTAIN AL PLANING AF EAS IN VIGOROUS, 7MV16 CONDITION BY WATERING, CULTIVATING, SPRAYING, WWASNING OFF LAWN AND GROUNDCOVER WALKS, AND ANY OTIW£R NECES W OPERATIONS DURING TiWE ENTIRE PERIOD OF INSTALLATION AND ESTABL04MM MANTE14MCE UNTIL FINAL ACCEPTANCE. 31 WATERING, B CALENDAR MAINTENANCE PERIOD SHALL BE CALCULATED FROM INITIAL ACCEPTANCE BY LANDSCAPE ARCHITECT: A APPLY WATER, H- EDiATELY METER PLANTNG, TO EACH TREE, $R0, ViNE AND GROUND COVER AREA BY LOSE APPLY WATER C IMPROPER MAINTENANCE U 41CW MAY CAUSE THE POOR CONDITION OF PLANTED MATERIAL AT MilMI NATION OF SCIB>A.ED N A MODERATE STREAM N PLANTING TOLES UNTIL TIE MATERIAL ABOUT M ROOTS B MOIST FROM BOTTOM OF WWOLE CONTRACT PERIOD WILL CAUSE POSTPONE10IT OF FINAI. ACCEPTANCE OF WOW, TO TOP OF THE GROUND. CONTINUE MAINTENANCE OF SUCH ,AREAS AT NO ADDITIONAL COST To OWNER UNTIL WORK IS ACCEPTED. B FOLLOWING TIE PLANTING OF GROUND COVER PLANTS, MMEDIATELY AND THOROUGHLY WATER EACH PLANT D. KEEP AL AREAS FREE OF DEBRIS, LEEDED AND CULTIVAT® AT NiERVA.S OF NOT GREATER THAN TEN (0) DAYS C WATER PLANTS NOT MCIENTLY WATERED WfM EXISTING IRRIGATION SYSTEM WITH 1405E. AFTER INITIAL ACCEPTANCE OF ANY AREA D. APPLY WATER IN SUFFICIENT QUANTITIES, AS OFTEN AS SEASONAL.. CONDITIONS REQUIRE TO KEEP TIE GROUND E. MAINTAIN ADEQUATE PROTECTION OF ALL AREAS DAMAGED A F E45 5"1 BE N EPAIRED 111 EDIATELY. MOIST AT ALL TIMES TO TIE DEPTI OF TIE ROOT SYSTEM OF GRASS AND PLANTS F. POST FERTILIZE ALL AREAS AFTER WY (30) DAYS AND EACH SIXTY (60) DAYS 71,18 rAFiER OF MAINITENANCE 3B PROTECTION WIT14 TWENTY (20) POUNDS PER iOW swR£ FEET OF POST PLANTING FERTILIZER 3.b P LY AND CONTINUOUSLY PROTECT AREAS WJCLlD1 =•D IN CONTRACT, INCLUDING PLANT MATERIAL, B REMOVE ALL WEEDS BY HAND, AFTER U4TERING, AT THIRTY (30) DAYS AFTER INITIAL ACCEPTANCE. APPLICATION OF OF DYMID OR TTELAN OR APFR vOM PRE 813%ENWCE WEED CONTROL SHALL BE MADE WIWM, N LANDSCAPE ARGWITECTS OPINION, FENCE SUPPORTS, ETC, UNTIL FINAL ACCEPTANCE. PROJECT iS INFESTED UT14 WISED eEED AND FURTHER WEEDING WILL BECOME AN INrECIMARr BUIM TO OAR K CALL FOR INSPECTION AFTER EACW THIRTY (30) DAYS OF MAINTENANCE. L MAINTENANCE SHALL CONTINUE FOR PERIOD SPECIFIED N PLANING, NOTE& END OF SECTION NITS WS, II111 I IIII II I I Ofa(*AL Boor BALL Ii I II PLANT PiT -2x WIDTH, EQDEPTH ROOTBALL NTS CDOUBLE STAKED TREE NTs AH LES LANDSCAPE ARCHITECTURE we P.O. Box 682 Cardiff by the Sea, Califomia 92007 760.632.0288 7606320289 fax STEVEN M. AHLES '® CA ( 2538 _ i i RENEWAL 30-05 Q tiiii,` CA# 2538 PROJECT NO: 050(0 LANDSCAPE PLANS FOR Vintners Distributors CANYON HILLS MARKETPLACE Lake Elshor, Califomia 20 JUN 05 NOTE- GUYING OPTIONAL ISSUE. 10 MAR 05 Iry TREE STABILITY 15 CONTRACTOR RESPONSIIBiLITY OAK TREE TRANSPLANTS PLANTED PER SHEET. CONTRACTOR'S ARBgRIST RECOtETWDATION o RUBM WE W' OD. WHITE POLY TUBING GALVANIZED TURNBUCKLE N0 GALVANIZED WIRE SLEDDED NITROLI BRK MULCH, 2' DEEP MR COVER MOISTEN ATE R PL.ACEMENNT 45d 4' WATERING BASIN FNISWW GRADE III - FERTILIZER TABLET PER NOTES, PLACE N SOIL 111 IIII III 1f AT V3 OF PIT DEEM AENDED SOiL BACK FiLL PER NOTES IIII IIiiI =II I= PLANT PTT -2x WIDTH, EoDEPTI R L.L VIII = {IIII =IIII ORfGMAt ROOT BALL FOR PER ROVED CESCOTTFAIEIGq NTs D SPECIMEN TREE GUYING 13Y $ASSOCIATES, INC. O —_ Nt5 These I DATE PP cable n r viewed foror adherence to theNOTE: INSTALL ia00TT o dinance. Authnrization isSPECIFICATIONSR146tWRIL'r tee a building permit pendingtYagencies. 9CODESTheissuancrTREEPE-W" 0o D ETTA' ILLS 'i,ll. Plans r shall otpbem t based on BAGCFILLMM*;:1wI ,- nceany violation construed toOftheo ° or t to violate No Permit presumed toy or cancel the giveLOCATEaARRW`LtT,gL S, provisions of suchWALKS, WALLS OR STRUCTURES DO NOT WRAP NpIVOUAL ROOTBALLS i FINISH GRADE fl= o 11111 ROOT BARRIER PER PLANTING PLAN AND NOTES, III MINIMUM PIT DEPTH EQUAL TO BARRIER DEPTH FOR TREES REQUIRING ROOT BARRIER; COMPACT BACK mill BELOW TREE ROOT BARRIER NT6 L -2 NITS WS, II111 I IIII II I I Ofa(*AL Boor BALL Ii I II PLANT PiT -2x WIDTH, EQDEPTH ROOTBALL NTS CDOUBLE STAKED TREE NTs AH LES LANDSCAPE ARCHITECTURE we P.O. Box 682 Cardiff by the Sea, Califomia 92007 760.632.0288 7606320289 fax STEVEN M. AHLES '® CA ( 2538 _ i i RENEWAL 30-05 Q tiiii,` CA# 2538 PROJECT NO: 050(0 LANDSCAPE PLANS FOR Vintners Distributors CANYON HILLS MARKETPLACE Lake Elshor, Califomia 20 JUN 05 NOTE- GUYING OPTIONAL ISSUE. 10 MAR 05 Iry TREE STABILITY 15 CONTRACTOR RESPONSIIBiLITY OAK TREE TRANSPLANTS PLANTED PER SHEET. CONTRACTOR'S ARBgRIST RECOtETWDATION o RUBM WE W' OD. WHITE POLY TUBING GALVANIZED TURNBUCKLE N0 GALVANIZED WIRE SLEDDED NITROLI BRK MULCH, 2' DEEP MR COVER MOISTEN ATE R PL.ACEMENNT 45d 4' WATERING BASIN FNISWW GRADE III - FERTILIZER TABLET PER NOTES, PLACE N SOIL 111 IIII III 1f AT V3 OF PIT DEEM AENDED SOiL BACK FiLL PER NOTES IIII IIiiI =II I= PLANT PTT -2x WIDTH, EoDEPTI R L.L VIII = {IIII =IIII ORfGMAt ROOT BALL FOR PER ROVED CESCOTTFAIEIGq NTs D SPECIMEN TREE GUYING 13Y $ASSOCIATES, INC. O —_ Nt5 These I DATE PP cable n r viewed foror adherence to theNOTE: INSTALL ia00TT o dinance. Authnrization isSPECIFICATIONSR146tWRIL'r tee a building permit pendingtYagencies. 9CODESTheissuancrTREEPE-W" 0o D ETTA' ILLS 'i,ll. Plans r shall otpbem t based on BAGCFILLMM*;:1wI ,- nceanyviolation construed toOftheo ° or t to violate No Permit presumed toy or cancel the giveLOCATEaARRW`LtT,gL S, provisions of suchWALKS, WALLS OR STRUCTURES DO NOT WRAP NpIVOUAL ROOTBALLS i FINISH GRADE fl= o 11111 ROOT BARRIER PER PLANTING PLAN AND NOTES, III MINIMUM PIT DEPTH EQUAL TO BARRIER DEPTH FOR TREES REQUIRING ROOT BARRIER; COMPACT BACK mill BELOW TREE ROOT BARRIER NT6 L -2 IRRIGATION NOTES 1. IRRIGATION PLANS- PIPING, VALVES, HEADS, ETC. ARE DRAWN DIAGRAMMATICALLY. CONTRACTOR SHALL ADJUST TO PROVIDE ADEQUATE COVERAGE AS REQUIRED DUE TO MINOR SITE DRAWING DISCREPANCIES. 2. IRRIGATION PLAN 15 DIAGRAMMATIC. LOCATE ALL MAINLINES, EQUIPMENT AND APPURTENANCES WITHIN PROPERTY LINES AND OUTSIDE OF PUBLIC RIGHT OF WAY. LOCATE LATERALS WITHIN THE ROIL ONLY WHERE IRRIGATING THE RO.411. LANDSCAPE. 3. CONTRACTOR SHALL GUARANTEE THE ENTIRE SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 4. CONTRACTOR SHALL VERIFY WATER PRESSURE AT PAL PRIOR TO BEGINNING WORK NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 5. CONTRACTOR'S POINT OF CONNECTION SHALL BE DOWNSTREAM OF WATER METER PIPE BETWEEN METER AND BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER 6. ELECTRICAL PAC. SHALL BE SPLICE TO 110 V POWER PROVIDED BY OILER ADJACENT TO CONTROLLER LOCATION. 1. PRESSURE MAINLINES SHALL BE INSTALLED EIGHTEEN (18') INCHES DEEP AND LATERALS TWELVE (29 INCHES DEEP. 8. CONTRACTOR SHALL INSTALL THRUST BLOCKS (I CUBIC FOOT OF CONCRETE) AT EAC44 CHANGE IN DIRECTION OF PRESSURE MAINLINE. PRESSURE TEST MAINLINE FOR 24 HOURS AT 125 P .S.1, NAVE INSPECTED AND APPROVED BY LAND. ARCHITECT, CITY AND WATER DISTRICT INSPECTORS PRIOR TO BACKFILL. 10. LOCATE AUTOMATIC VALVES IN PLASTIC VALVE BOXES. PROVIDE ONE CUBIC FOOL OF PEA GRAVEL UNDER EACH VALVE. PROVIDE WATERPROOF VALVE IDENTIFICATION TAG ON EACH VALVE. 'BRAND' EACH LID BY MELTING STATION NUMBER ONTO EACH LID. ll. PROVIDE TWO EXTRA WIRES PLUS ONE EXTRA COMMON WIRE, CONTINUOUS FROMI CONTROLLER To FURTHEST VALVE IN EACH CLUSTER PROVIDE WATERPROOF IDENTIFICATION TAG ON EXTRA WIRES. 12. PROVIDE BALL VALVE IN SEPARATE PLASTIC BOX TO SEPARATE VALVE CLUSTER FROM MAINLINE (WHETHER SHOWN ON THE PLANS OR NOT) 13. LOCATE VALVE BOXES, ETC. IN SHRUB PLANTING AREAS (NOT LAIrN) WHERE POSSIBLE. 14. PLACE QUICK COUPLERS NEAR VALVES AND SEPARATE FROM MAINLINE WITH BALL VALVE (WHETHER SHOWN ON PLANS OR NOT), 15. LOCATE SPRAY HEADS 3 IN. MIN, FROMR CURBS AND WALKS AND 6 IN. MIN. FROM BUILDINGS AND WALLS. 16. ALL HEADS WITHIN 10 FEET OF PEDESTRIAN USE AREAS AND 5 FT. OF VEHICULAR PAVING SHALL BE POP UPS 11. SPACE SPRAY HEADS OF SAME RADIUS UNIFORMLY ALONG LATERAL LINES NOTE KLAT104WIP TO PLANTINGS, PARTICULARLY IN LINEAR CONFIGURATIONS. COORDINATE WHERE PLANTING AND IRRIGATION 4. M SPACING CORRESPOND TO MAINTAIN UNIFORM SPACING BETWEEN PLANTS AND IRRIGATION. l8 PROVIDE MINIMUM 2 Ft. SPRAY HEAD, 4 FT, LARGE RADIUS ROTOR, SEPARATION FROM CONTAINER PLANT UNLESS OTHERWISE INDICATED ON PLAN. 19. ADJUST HEADS TO PROVIDE EVEN COVERAGE AND AVOID THROWING WATER ON BUILDINGS, WALLS AND PAVEMENT. UTILIZE MATCHING SET VARIABLE ARC NOZZLES AS NECESSARY TO AVOID OVER SPRAY. 20. PROVIDE LINE SIZE CHECK VALVE PER PLAN AND AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 21. FLUSH ALL PIPE PRIOR TO INSTALLING HEADS. 22. SHRUB RISERS TO BE GRAY SCH. 80 PVC., (NO WHITE PVC) SHRUB RISERS TO BE RS IN. ABOVE FINISH GRADE, BUBBLERS 6 IN. UNLESS INDICATED BY DETAIL BELOW GRADE IN WATERING TUBE. 23, OBTAIN AN IRRIGATION COVERAGE APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING CONTACT LANDSCAPE ARCHITECT, CITY AND WATER DISTRICT INSPECTORS AT LEAST 12 HOURS IN ADVANCE OF INSPECTION. 24. PROVIDE WATERPROOF COLOR- CODED CONTROLLER CHART IN CONTROLLER CABINET. REDUCE AS NECESSARY To FIT, AND BE LEGIBLE, PROVIDE ADDITIONAL COPY WITH IRRIGATION RECORD DRAWING AND MANUAL SUBMITTAL. 25. ADJUST CONTROLLER PROGRAMS To WATER AT A MORE CONSERVATIVE RATE AT 30 AND AGAIN AT 90 DAYS AFTER COMPLETION OF PLANTING. 26. OWNER SHALL AGAIN ADJUST WATERING RATE DOWN ONE YEAR FROM COMPLETION DATE. 21. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF NINETY (90) DAYS OR UNTIL FINAL PLANTING ACCEPTANCE (WHICHEVER 15 GREATER) AND OPERATE AS REQUIRED. IRRIGATION LEGEND SYMBOL MAKE MODEL 51ZE DESCRIPTION DETAIL/514EET IRRIGATION HEADS HUNTER ICC - 800 -66 12 STATION WALL MOLNT CONTROLLER A/L-4 W/ WCS RAINGUARD AUTOMATIC RAIN SHUT OFF 5YM50L MAKE MODEL NOZZLE P51 GPM R ARC DETAIL DESCRIPTION RAINBIRD 1800'5 Q1 IRAINBIRD FEB -H%-1D PIER KEY CONTROL VALVE C/L -4 X STATION NUNBER VALVE KEY X VALVE SIZE D RAINBIRD 180b- SAM -PRS 50 30 0.1 5 90 R&L -4 POP -UP SPRAY Z E/1. -4 5H 30 02 5 180 I SC14 40 W'ONLY PVC LATERAL SCH w 2X LINE PC SLEEVE 5C5T -B -PCS -020 3C' 02 5 180 ALL SLEEVES UNDER VEHICLE PAVING- SC 44 80 W/ 36 W. COVER 4 MAINLINE AND UK WEIR PEDESTRAIN PAVING- SCH 40 W/ 18 k COVER 4 VAN 30 0.1- 5 ADJUST. NOTE: EXTEND ALL SLEEVES 125 BEYOND EDGE OF PAVING SEE IRRIGATION NOTES AND DETAILS THIS SYSTEM UTILIZES POTABLE WATER 15 -65T 15 30 30 12 0b 90 180EST Q RAINBIRD 180b- SAM -PRS 8VAN -PC5 -020 30 02 1 t45 F4G/L -4 POP -UP SPRAY 8 8Q 30 03 1 w SH 30 05 1 180 ST 30 04 1 120 STQ -PCS -060 30 0Po 1 210 SF 30 1.0 1 360 10VAN -PCS -020 30 02 10 t45 8 IOQ 30 04 10 90 04 30 08 10 180 l0T 30 05 10 120 Fol IOTQ -KS -130 30 13 10 210 IOF 30 l.6 10 360 0 12VAN -PCS -040 30 04 12 145 12Q 30 01 12 90 12H 30 13 12 180 12T 30 09 12 120 0 12TO 30 20 12 210 i 12F 30 2!0 12 360 12 15VAN -PCS -060 30 0b 15 t45 13 150 30 01 15 90 15H 30 1.9 15 180 t4 15T 30 lb 15 120 16 15TQ 30 2$ 15 210 11 15F 30 31 15 360 UTILIZE MATCHING ADJUSTABLE ARC AS NECESSARY TO PREVENT 0VER59R4Y OF PLANTING AREA OTHER EQUIPMENT SYMBOL MAKE MODEL 51ZE DESCRIPTION DETAIL/514EET HUNTER ICC - 800 -66 12 STATION WALL MOLNT CONTROLLER A/L-4 W/ WCS RAINGUARD AUTOMATIC RAIN SHUT OFF MOM AT NEARBY UN086TRIJGTED SKY LOCATION FEBCO 825Y I -1 1 k BACK FLOW PFEVENTIER B/L-4 WILKENS 510Y 1 -1/2 k PRESURE REGULATER Q1 IRAINBIRD FEB -H%-1D PIER KEY CONTROL VALVE C/L -4 X STATION NUNBER VALVE KEY X VALVE SIZE VALVE GP11 Qi RAINBIRD 44LRC Is QUICK COUPLER VALVE D/L-4 KBI BTU SERIES LINE SIZE 'TRUE UNION' BALI- VALVE E/1. -4 CL 315 2' PVC PRESSURE MAINLINE CL 200 PER PLAN PVC LATERAL SC14 40 W'ONLY PVC LATERAL SCH w 2X LINE PC SLEEVE SCH 40 2' PvIC ELECTRICAL SLEEVE NOTE: SLEEVE TYPE AND DEPTH AS FOLLOWS: ALL SLEEVES UNDER VEHICLE PAVING- SC 44 80 W/ 36 W. COVER MAINLINE AND UK WEIR PEDESTRAIN PAVING- SCH 40 W/ 18 k COVER LATERALS UNDER PEDESTRAIN PAVING- WA 40 W/ 12 W. COVER NOTE: EXTEND ALL SLEEVES 125 BEYOND EDGE OF PAVING SEE IRRIGATION NOTES AND DETAILS THIS SYSTEM UTILIZES POTABLE WATER IRRIGATION PLAN NORTH rmu If y IN CONNECTION . 1 TER 4 1" 3 1" 1 1" / /' DOU IS OF 15 PSI DESIGN SURE --VERRY PRIOR TO STARTINr3 WORK ` Ii PROVIDE REGULATOR R 85 I LOCATE BACKFLOUI IN SHUR PER CODE 314 - - . - •---.. '' -, , 1 I _ III • III `- _ - _ 1/2 _ -- `_ ' - `• b l y. `` ` 1 ` ` 3/4 1/2 -° 3/4 3! I 3/4 1/2 1/2 _. -, 2 III III 11 I -i/1 ` 1„ - X3/4 W In. ;:•_,,: E W4 4 3/4 3/4 3/ 41 Ill - A . - 1/1 2 2 314 7 V2 ' 3 4 I CENTER 3 7 I C -STORE w/ QSR _ L..:.....; :: _ : :: - :.: :I 3 4 3/4 2 I 3 B BE C E 3/4 in 2 2 f in sA, _ _ d1• _ 2 21 . 2 3/4 5 1" 1:1 3/4 6 1" 20.8 8 ' ` ' , . i ..- .. _ 1' ._ ' ~'`mfr !„ ,'• ./ .^''- ! zfT 'g u f' 1n -1+ r yj . Y 1 ' t ' I -J Fr \ ' ` \\ / \ g os 1/2 111 1/2 ir f _ •4z V -f t i. I . .rr'N 4 / 3/4 III 3/4N' CONTROLER 2 .1 I0 112 - .., u j i ' gi I -v2 ` a.. 4 314 1R i s ' 3/44r ° EXTERIOR UJALL MOUNT Q 3/4 3/4 W y 4 3 4 .......- LOCATE RAINGUARD NE j1V U8TR;IGT ,. " la '; SKY LOCATION. t 1 a - - a. I 1 112 i12 FIELD VERIFY LOCATI S W/ OII R = INSTALLATION R t t 13:1 111 I5 •_• v 314 112 3/4 I/2 1 = _ _; cs s III 112 2 i -I I 1 - -`_ 3/4 .. ..• .. 1.4 _ _ _.. 3/4 4. 1 r 3/4 10 la_......... .... 1" t 2 2 2 2 .2 2 2 w. _- 4 - 4 3/ 112 2 2 4 i f m 1f cn AHLES LANDSCAPE ARCHITECTURE ING P.O. Box 682 Cardiff by the Sea, California 92007 760.632.0288 76aW? -0289 fax p1JDS STEVEN M. AHLES CA # 2538 ®_ zC n go EA`l DATER 9-30 -05 O rrr,AoW, ` CA# 2538 PROJECT NO.: 050(0 LANDSCAPE PLANS FOR Vintners Distributors CANYON HILLS MARKETPLACE Lake Elsinor, California 20 JUN 05 ISSUE- 10 MAR 05 SHEET: n i NOTE; SDMWD SPECIFICATIONS TAKE PREP IRRIGATION SYSTEM PARr I GENERAL U DESCRIPTION A WORK INCLUDED: IRRIGATION SYSTEM SHOWN ON DRAWINGS AND SPECIFIED TIN COMPLETE N PLACE, TESTED, APPROVED, INCLUDING BUT NOT NECESSARILY LIMnW TO: i. CONNECTION OF SYSTEM TO EXISTING WATER SUMT 2. REVIEW OF UTILITY PLANS SHOWING OTWR WDEidSIM UTILITIES 3 TR I901% AND BACKFILL 4 DRiP AND SPRAY IRRIGATION SYSTEM 5. AROMATICATIC CONTROLLER AND REMOTE CONTROL VALVES 6. INCIDENTAL WORK NOT SWOON OR SPECIFIED WNIGa CAN REASONABLY BE INFERi0 AS PART OR AND NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. B. RELATED WORK DOO WS AFFECTNG WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO GENERAL CONDITIONS AND OTHER SECTIONS OF 700 SPECIFICATIONS 12 PERMITS, FEES AND CODES A OBTAN ALL PERMITS AND PAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVING JURISDiCTION. ON COMPLETION OF WORK, PRESENT SATISFACTORY EVIDENCE TO LANDSCAPE ARCHITECT THAT WOW IS N ACCORDANCE WITH ORDINANCE AND CODE REQUIREMENTS ARRANGE FOR INSPECTIONS RREQUi>RED BY LOCH. ORDINANCE DURING CONSTRICTION, B CONFORM WITH APPLICABLE CODES, STANDARDS, LAW AND REGULATIONS NOTHING IN DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUITED TO PERMIT NON CONFMIWs WORK SHOULD CONSTRUCTION DOCUMENTS OR INSIRIVION1S VARY FROM AFOREMENTIONED RULES AND REGULATIONS, NOTIFY LANG) ARCHITECT, AWAIT NSTRRUCTUONS BEFORE PROCEEDING WITH AFFECTED WORW, 13 SAFETY ORDERS MAINTAIN WARNKN SIGNS, BARRIERS, SNORING REQUIRED BY LOCAL ORDINANCE OR OTHER AGENCY L4 W&ITY ASSURANCE A USE ADEWATE NUMBER OF SKILLED WORKMEN, THOROOLY TRAINED, EXPERIENCED IN NECESSARY CRAFTS AND COMPLETELY FAMILIAR UTW SPECIFIC REQUIREMENTS AND ME'rN006 NEIM FOR PROPER PERFORMANCE OF WORK B ALL MATERIALS SHALL BE NEW AND N DEAR PERFECT CONDITIONS DECISION OF LANDSCAPE ARCHITECT iS FINAL IN DETERMINATION OF QUALITY OF MATERIALS, EMPMENT, WORIQ'IANSHIP 15 EXiSTNG SITE CONDITIONS A A= Kr SELF WITH ALL SITE CONDITIONS SHOULD UTILITIES NOT SHOWN ON PLANS BE FOUND DURING EXCAVATIONS, PR"T'LY NOTIFY LANDSCAPE ARCHITECT FOR INSTRLCTiON1S FOR FUR ER ACTION, FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE THERETO ARJSING FROM OPERATIONS, SIMUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN ON DRAWINGS B MAKE MINOR ADJUSTMENTS TO SPRINKLER SYSTEM LAYOUT AS MAY BE REQUIRED, AND WORK AROUND EXISTING CONSTRUCTION AT NO INCREASE N CAST TO OWNER Lb DELIVERY, STORAGE AND HANDLING PROTECT WORK AND MATERIALS UNDER 114i6 SECTION FROM DAMAGE DAM CONSTRUCTION AND STORAGE. POLY VINYL GaLORIDE (PVC) PIPE AND FITTINGS SHALL BE ESPECIALLY PROTECTED FROM DIRECT SUNLKHT'. L1 SUBSTITUTIONS NO DEVIATIONS FROM SPECIFIED EQUIPMENT OR INSTALLATION PROCEDURES SHALL BE ALLOWED WITHOUrT UR1194 APPROVAL OF LANDSCAPE ARCHITECT AND CITY INSPECTOR lb SUBMITTALS A RECORD DRAWN_,_,& PREPARE ON BLUELINE PRINri' Wft DEVIATIONS FROM BiD DOCWLi',NTS MADE DURING CONSTRUCTION AFFECTING MAN LINE f fE, CONTROLLER LOCATIONS, VALVES AND SPRINKLER HEADS RECORD DRAWINGS SHALL BE DELIVERED TO LANDSCAPE ARCI•ITF.CT BEFORE FINAL ACCEPTANCE, B SUBMIT FOR REVIEW A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURER'S BROCRIKS, MAINTENANCE MANUALS, WARRANTEES, AND OPERATION 07R VIONS PRIOR TO START OF WORK L9 GUARANTEE A GUARANTEE ALL WORK FOR ONE YEAR FROM ACCEPTANCE DATE AGAINST DEFECTS IN MATERIAL EQUIPE'1ENT AND WOMONS14I? GUARANTEE SHALL. COVER DAMAGE REPAIR TO ANY PART OF PREMISES RESULTING FROM LEAKS OR DEFECTS N MATERIAL, EQUIPMENT, WORKMANSHIP To SATISFACTION OF LANDSCAPE ARCHITECT. B PROMPTLY MAKE REPAIRS UPON NOTIFICATION BY LANDSCAPE ARCHITECT AND AT NO COST TO OWNER PART 2- PRODUCTS 2.1 PIPE A PLASTIC PIPE L USE POLY VNAL CHLORIDE (PVC) TYPE 120 -1220 PiPE UNLESS OTHERWIISE INDICATED ON PLANE. MAINLINE SHALL BE SGWDULE 40 PVC FOR SIZES 1 -10' AND ROLLER CLASS 35 FOR SiZES 2' AND LARGER, LATERAL LINES CLASS 36 PVC FOR Ud' SIZES, CLASS 200 FOR LARGER SIZES, SLEEVING 80140 BENEATH PEDESTRIAN PAYING} SON. 80 BENEATH VEHICULAR PAVING, 2. FITTINGS: SCHEDULE 40 PVC FITTINGS 3. SOLVENT CETIENI: AS RECOMMENDED BY PIPE MbARFACTURER AND OF PROPER CONSISTENCY. MANLNAE CEMiENT SHALL BE A TWO STEP (PRIMER) FROCE86 B RRECLAI'ED WATER SYSS PIPE SHALL BE PURPLE COLOR BY ALERTLINE OR PACIFIC CAL PIPE. 22 RISER A POP UP i•EA?S: USE SCHEDULE SO PVC NIPPLES WITH STREE ELL SWING JOINTS PER DETAIN. B. RISER "St USE GREY SCHEDULE 80 PVC NIPPLES WITH SWANK: JOINTS BELOW GRADE PER DETAILS MEASURE RISER HEIGHT FROM FINISH GRADE TO TOP OF RISER RISER DIA VER SHALT. BE 10', EXCEPT WHERE FEND INLET 15 LARGER IN Wa1CH CASE RISER WILL MATCH 1NLEET SIZE, UNLES6 OTHERWISE NOTED ON DRAWINGS. C SLOPE HEADS: STAKE RISERS OF IMPACT APO GEAR DRIVEN LEADS ON SLOPES WITH No 6 STEEL REINFORCING BAP SECURE WITH ADJUSTABLE STAINLESS STEEL. GEARED CLAMP. D. DRIP EMITTER RISE*. USE GREY SCHEDULE 80 PVC NIPPLES PER DETAILS 23 SPRINKLER HEADS A PROVIDE SPRINKLER HEADS SHOWN ON IRRIGATION LEGEND. B RECLAIMED WATER SYSTEMS: BEADS SHALL BE SPECIFICALLY MADE FOR REC11Uh'ED WATER APPLICATION WITH PURPLE COLOR CODING AND INTEGRAL CHECK VALVE, 2.4 VALVES A BALL VALVESt PROVIDE 0 PSI RATED VALVES (LINE SIZE) PER LEGEND AND DETAILS ON DRAWINGS B QUICK COUPLER VALVES: PROVIDE PER DRAWINGS AND BELIEVER TO OWNER WHEN APPLICABLE: i. TWO KEYS FOR LOCKED CAP 2. TWO COUPLERS 3. TWO HOSE SWIVELS C, AUTOMATIC AND MANUAL CONTROL VALVES: PROVIDE PER LEGEND AND DETAILS ON DRAWINGS D. RECLAIMED WATER SYSTEMS: VALVE SHALL BE SPECIFICALLY MADE FOR RECLAIMED WATER APPLICATION, WINT REVERSED THREADING QUICK COUPLERS, PURPLE COLOR CODING AND DIRTY WATER ' SCRUBBER' CONTROL VALVES 25 DRIP IRRIGATION A TIRING: 0125' I.D. POLYPROPELD E 'SPACiVI' 7UBNG. B EMITTERS. PER IRRIGATION LEGEND ON DRAWINGS. C. STAKES' N POL.YPROPELFNE EMITTER STAKES 2b BACKFLOW PREVENTERPRESSUIE FSGULATOR A PROVIDE BACKFLCW PREVENTER SHOWN ON LEGEND AND INSTALL PER DETAIL ON DRAWINGS B INCORPORATE PRESSURE REGULATOR AND FILTER DEVICE N ASSEMBLY PER DETAILS AND DRAM. 21 AUTOMATIC CONTROLLER A PROVIDE CONTROLLER SHOWN ON LEGEND ON DRAWINGS. PROVIDE ALL MOUNTNG EQUIPMENT' AND HARDWARE REQUIRED FOR PEDESTAL OR WALL. MOUNTING AS INDICATED. B CONTROL WIRES: 24 VOLT SOLID UL. APPROVED FOR DIRECT BURIAL IN GROUND. BLACK 014 DIRECT LEAD AND WHITE M2 OF COhMON GROUND, KE66 OT1 MUSE NOW ON DRAWINGS 28 OT14ER MATERIALS A BAC KFILL: LOCAL SOIL, CLEAN, FREE OF FAMISH AND ROCKS OVER 2 iWAS DIAMETER B PLASTIC VALVE BOXES: PLASTIC VALVE BOXES WITH LIDS FOR BALI. VALVES ROUND) AND AUTOMATIC CONTROL VALVES l2 PER BOX MAXM. PLACE 6' DEPTH PEA PEA GRAVEL. AT BASE OF BOXES FOR RECLAIMED WATER APPLICATION, LIDS SHALL BE PURPLE COLOR C CHECK VALVES: PROVIDE SPRING IN-LINE CHECK VALVES (Lai SIZE) PER PLAN AND AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. D. RECLAIMED WATER SYSTEMS: PROVIDE SITE AND CONTROLLER SIGNAGE AS INDICATED ON DRAWINGS E. PROVIDE OTWR MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE INSTALLATION AS SELECTED BY CONTRACTOR SUBJECT TO APPROVAL. OF LANDSCAPE ARCHITECT: PART 3 - EXECUTION 31 SURFACE CONDITIONS A VERIFY FINISH GRADES AND SIfACE DRAINAGE WITH LANDSCAPE ARCHITECT PRIOR TO SENT OF WORK B EXAMINE ALAS AND CONDITIONS UNDER WHICH WORK WILL BE PERFOR'ED. CORRECT CONDITIONS DETERIMENTAL TO TIMELY, PROPER COMPLETION OF WORK DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS Ali CORRECTED 32 FIELD MEASUREMENTS MAKE NECESSARY MEASULRE MBNTS N FIELD, ENSURE PRECISE FIT OF ITEMS N ACCORDANCE WITH DESIGN. 33 LAYOUT A LAYOUT WORK 45 ACCURATELY AS POSSIBLE TO DRAWINGS. DRAWNGS, THOUGH CAREFULLY DRAWN, ARE GENERALLY DIAGRAMMATIC TO EXTENT THAT SWING JOINTS, OFFS66 AND ALL FITTINGS ARE NOT S 40 MI SITE CONDITIONS WILL NOT ALWAYS PERMIT LOCATING PIPING, VALVES AND HEADS W,RE SHOWN. THIS SITUATION SHALL BE BROUGHT TO IMMEDIATE ATTENTION OF LANDSCAPE ARCHITECT AND RELOCATION DETERMINED N JOINT COFERENCE. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY ITEMiS INSTALLED WITHOUT FIRST OBTANNG LANDSCAPE ARCHITECT'S APPROVALAND SHALL REMOVE AND RELOCATE SUCH ITEMS AT OWN EXPENSE IF 80 DIRECTED BY LANDSCAPE ARCIATEC17 B W I4ERE PIPING IS SIM ON DRAWINGS TO BE UNDER PAVED AREAS BUT RU NNINKs PARALLEL AND ADJACENT TO PLANTING AREAS, THE INTENTION 16 TO INSTALL PIPING IN PLANTED AREA C. MINOR CHANGES W EQUIPMENT LOCATION FROM THAT SHOWN ON DRAWINGS SHALL BE MADE AS DIRECTED BY LANDSCAPE ARCFTECT AT NO ADDITIONAL COST TO OINK PROVDNG SUCH CHANGE IS ORDERED BEFORE COMMENCEMENT OF WOK OR WORK DIRECTLY CORNECTED, AND NO ADDITIONAL MATERIALS ARE REQUIRED. 34 TRENCHING AND BACKFILL A PERFORM ALL EXCAVATIONS AS REQUIRED FOR INSTALLATION OR WORK INCLUDED UNDER THIS SECTION, INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE INS RESTORE ALL SURFACES, EXISTING UNDER3ROUND INSTALLATIONS, ETC. DAMAGED OR CUT AS A RESULT OF EXCAVATIONS TO ORIGINAL CONDITIONS N MIAIM APPROVED BY LANDSCAPE ARCHITECT AT No ADDITIONAL COST TO OUTER B 70306 SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 4 IN. BETiIEEN PARALLEL PiPE LINES AND SHALL BE SUFFICIENT DEPM TO PROVIDE TF, MNIMUl COYER FROM FINISH GRADE AS FOLLOWS: L 18 N. MINIMUM COVER OVER MAINLINES LESS THAN 3 IN. IN SIZE TO REMOTE CONTROL VALVES, 2. 24 iN. MINIMUM COVER OVER MAINLINES 3 IN. OR GREATER IN SIZE TO R8'IOTE CONTROL VALVES, 3.12 IN. MINIMUM COVER OVER LATERAL. LINES TO HEADS, 4. 36 N. MINIMUM COVER UNDER VECHICULAR DRIVES, PARKING AREAS, OR ROADS C EXCAVATE FOR IRRIGATION SYSTEMS BY TREWCHNG, WITH SIDES NEARLY VERTICAL AS POSSIBLE ACCURATELY GRADE THE BOTTOM TO PROVIDE UNIFORM BEARING FOR LINE D. SHORT SECTIONS OF TRIENCH MAY BE TU NNEIM F, IN LANDSCAPE ARCHITECT'S OPINION, LINES CAN BE INSTALLED SAFELY AND BACKFILL CAN BE COMPACTED PROPERLY. E REMOVE BOULDERS AND OT1aER KM*ERRNrs OBJECTS, BAC *IL. VOIDS REliAWNING AFTER REMOVAL OF OBJECTS P, PROTECTION OF PERSONS AND PROPERTY: L BARRICADE AND OPERATE WARMING LIGHTS FROM DUSK TO DAWN AT OPEN HOLES, TR84CWS AND DEPRESSIONS OCCUIRNG AS PART OF WORK ON PROPERTY' ADJACENT TO OR WITHIN PUBLIC ACCESS 2. PROTECT STRICTURES, UTILITIES, Sim PAVEIW AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL. MOVEMENT, WASHOUT, OTWR RAZAiRDS CREATED BY WORK 3. DO NOT TFOU UNDER DRiP LINES OF EXISTING TREES G. Do NOT BACKFILL TRENCIRES UNTIL REQUIRED PRESSURE AND LEAKAGE TESTS NAVE BEEN PAD, AND UNTIL SYSTEMS AS INSTALLED CONFORM TO SPECIFICATIONS R PRIOR TO BACKFIL.ING, REMOVE ALL SR,ETING OR SHORING. I. BAC *ILL FOR ALL TES AND EXCAVATIONS SHALL BE COMPACTED TO W% DENSITY J. BACKFILL TO LEVEL OF ADJACENT ELEVATIONS, ALLOWING FOR SETTLING AND COMPA,CTIOK 33 INSTALLATION OF PIPING A PIPING DEPTI-h INSTALL PING WITH AT LEAST 114E FOLLOWING DEPTH OF COVER PVC MAINLINE 3 IN. DIA OR GREATER- 24 INCHES PVC MAINLINE LESS THAN 3 N DIA-18 NOES PVC LATERAL.- 12 INCiES POLYPROPELENE TUBING- 3 INCI-ES B PIPING UNDER PAVEMENT SLEEVE PIPING UNDER PAVED AREAS AS INDICATED ON DRAWINGS. X"100 S1.CCY=16 u' BE100 EEDGE W` PAYII'Ri, 0.06, w $ IC: C INSPECTION OF MATERIALS: CAiEFUILLY INSPECT PIPE AND FITTINGS BEFORE iSTALLATION, REMOVING ALL DIRT, SCALE AND BURRS, REAMING AS REQUIRED INSTALL PIPE WITH MiARKUIGS UP FOR VISUAL INSPECTION. D PL.ASTiC (PVC) PIPE L EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING PLASTIC PIPE AND FITTiNGS AJ STORE UNDER COYER FROM DIRECT SUNLIGHT UNTIL READY TO INSTALL BJ 7RANfT ONLY ON VEHICLE WITH BED LONG ENOUGH TO ALLOW PIPE TO LAY FLAT, TO AVOID ME BENDING AND CONCENTRATED EXTEI;h& LOAD. 2. REPAIR DENTED AND DAMAGED PIPE BY GUTTING DULY AND DISCARDING DENTED OR DAMAGED SECTIONS, REJOINING WiN A COUPLWI 3 IN JOINING, USE ONLY SPECIFIED SOLVENT. MAKE JOINTS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS PiPE AND FITTINGS SHALL BE TWORO("Y CLEANED OF DIRT, DUST, MOISTURE BEFORE APPLYING SOLVENT CLEAN OFF EXCE65 SOLVENT. ALLOW SOLVENT WELDS AT LEAST 5 MINUTES SET UP TIME VLFOIE MOVING OR HANDLNG AND 24 WOUR5 DING TIME OEM FILLING WITH WATER 4 SNAKE LINES FROM SIDE TO SiDE IN TRENCW TO ALLOW FOR EXPANSION AND CONTRACTION. 5 FOR PLASTIC TO METAL CON ECTIONSt AJ WORK METAL CONNECTIONS FIRST. B) USE NON HARDENING PIPE DOPE ON TWEADED PLASTIC TO METAL CONNECTIONS Ca USE ONLY A LIGHT W NS" PRESSIW. DJ USE JOINT COMPOUND ON (GALVANIZED IRON FITTINGS. E PLUG OR CAP ALL OPENINGS UPON LINE INSTALLATION TO PREVENT ENTRANCE OF MATERIALS THAT MIGHT OBSTRUCT PIPE. LEAVE N PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATIOK F. THOROUGHLY HAS ALL LINES, PERFM HYDROSTATIC TESTING PER PARAGRAPH BELOW. 38 INSTALLATION OF EQUiPEMENT A POP UP SPRAY HEAD6 L INSTALL WIHERE INDICATED ON DRAWINGS N ACCORDANCE WITH DETAILS AND MANUFACTURER RECOMMENDATION AS APPROVED BY LANDSCAPE ARCHITECT: I LOCATE POP LP Y FROM PEDESTRIAN PAVING, V' FROM AUTOMOBILE TRAFFIC WITHOUT CURBS, 6' FROM AUTO TRAFFIC WITH CURBS AND 6' MMl ALL BUILDING AND WLALL. FOOTING'S UNLESS NOTED OTWIRWISE. SET 1,406 FLUSH TO ADJACENT PAVING OR GRADE ELEVATION. 3 UPON LINE TESTING COMIPLETiM COMPLETE ASSEMBLY, Y, ADJUST SPRINKLER WADS FOR PROPER DISTRIBUTION. B. RISER WADS L INSTALL IN PLANTING AREAS WHERE INDICATED ON DRAWINGS 2. LOCATE RISER HEADS NOT WITHIN 10 FEET OF PEDESTRIAN PAVING, AND 12' FROM AUTOMOBILE TRAFFIC WITFIOUT CURBS, b' FROM AUTO. TRAFFIC WITH CURBS AND 6' FROM ALL BUILDING AND WALL FOOTINGS UNLESS NOTED OTHERWISE SET %IRUB WADS EKHTEEN (18') INCHES ABOVE FNi64 GRADE UNLESS N01ED OTWR WISE (SEE DETAILS) 3. UPON LINE TESTING COMPLETION, COMPLETE ASSEMBLY, ADJUST SPRINKLER HEADS FOR PROPER D16TRIBUTION. C VALVES: INSTALL BALL VALVES AND QUICK COUPLER VALVES PER DRAWINGS PROVIDE BALL VALVES TO SEPARATE QUICK COIPLER5 AND CONTOL VALVE CLUSTERS FROM MAINLINE. D CONTROL. VALVES- INSTALL W RE SHOWN ON DRAWINGS, LOCATING IN CLUSTERS IN PLANTING AREAS UM PRACTICAL PLACE NO CLOSER THAN 12' AND PARALLEL TO WALK EDGES, BUILDINGS AND WALLS. HOUSE IN VALVE BOXES WITH TOPS SET FUBH TO GRADE. SEPARATE CLUSTERS FROM MAINLINE UATN BALL VALVE. P BAGKFLOW PREVENTER: INSTALL WOE INDICATED ON DRAWINGS AND N ACCORDANCE WITH ALL PERTENANT CODES, REGULATIONS, AND MANUFACTURER'S RECaI'1ENDATiCNNS AS APPROVED BY THE LANDSCAPE ARCHITECT AND CAW.SBAD MUNICIPAL MATER DISTRICT G. AUTOMATIC CONTROLLER L INSTALL AS SHOWN ON DRAWINGS, UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, 2 CONFECT REMOTE CONTROL. VALVES TO CONTROLLER IN SEQUENCE CORRESPONDING TO THAT INDICATED ON DRAWINGS WWK TWO OR MORE VALVES HAVE SAME W BER, WIRE TOGETHER AT CONTROLLER DO NOT GROUP DRIP AND SPRAY HEADS ON SAME STATION. 3 ELECTRICAL SUPPLY TO POINT OF CONNECTION SHALL BE BY OTWRS. PROVIDE 'HARD WIRE' SPLICE INTO EXISTING JUNCTION BOX NEAR CONTROLLER LOCATION. k AUTOMATIC CONTROL WIRING: L INSTALL CONTROL. WIRES, IF40GATION MANS AND LATERALS IN COM'tON IREI IaES WINNER P0661BL.E. 2. INSTALL CONTROL WIRES AT LEAST 18' BELOW FINISH GRADE AND LAY 70 SIDE OF MANLNE WHERE POSSIBLE WIRES SHALL BE A MNIMIM i' FRAM ANY PIPE OR FMI14G EXCERPT AT TERMINAL POINTS PROVIDE LOOPED SLACK AT VALVES AND SNAKE WIRES IN TRENCH TO ALLOW FOR CONTRACTION OF WIRE. TIE WARE IN BUNDLES AT IV INTERVALS WITH PLASTIC 3 WWWW BE ALLOWED ONLY ON RUNS MORE MAN 500 FEEL: CRI'P WIRES T09TWR WITH APPROVED WIRE CONNECTOR AND SEAT. CONNECTION PLACE IN ABOVE GRADE PULL. BOX PER SAN DIEGO REGIONAL STANDARD DRAWING N -15. 4 PROVIDE SEPARATE SLEE % PROM 1RRGATRON LINES FOR CONTROL. WIRES BENEATH PAVING, WALLS, ETC. 5 WIRES SHALL BE PLACE IN GREY SCHEDULE 80 PVC ELECTRICAL. SLEEVE FROM 18' BELOW GRADE TO CONTROLLER AT CONTROLLER LOCATION, 6. PROVIDE AN EXTRA WIRE FROM CONTROLLER TO FURiHEST VALVE IN EACH DIRECTION FROM EACH CONTROLLER 31 TESTING AND INSPECTION A DO NOT ALLOW OR CAUSE ANY WORK OF 114i6 SECTION TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSTALLED, TESTED, APPROVED BY LANDSCAPE ARCHITECT AND CITY INSPECTOR REALEST INSPECTIONS AT LEAST FORTY -EKHT (48) HOURS N ADVANCE 1,101AS IN ADVANCE OF TESTING. B FLUSH PIPE BEFORE BACKPILLNG MAINLINE, IUTH CONTROL VALVES PLACED BUT BEFORE LATERAL LINES ARE CONNECTED, COMPLETELY FUSH AND TEST MAKNE. L REPAIR LEAKS 2. R A% OUR' EACH SECTION OF LATERAL PiPE OEM ,SPRINKLER WADS ARE ATTACWD. C TESTING: L MAKE NECESSARY PROVISIONS TO THOROUGHLY BLEED LINE OF AIR AND DEBRIS. 2 AFTER VALVES HAVE BEEN INSTALLED, WHEN WELDED PLASTIC JOINTS HAVE (QED FOR 24 HOURS, 'LEST MAIN WATER LIDS FOR LEAKS AT PRESSURE OF 125 PSI FOR PERIOD OF 24 HO R5 WITH COUPLINGS EXPOSED AND FiPE SECTIONS CENTERLOAaDED WITH SUFFICIENT BACKFILL TO PREVENT' ARR ANG OR SLIPPING UNDER PKSSJ;F- LATERAL LINES SHALL BE TESTED, WITH RISERS CAPPED, FOR TWO HO;S UNDER NORMAL STATIC PRESSURE. 3. PROVIDE REQUIRED TESTING EQUIPMENT AND PERSONNEL 4. REPAIR LEAKS, RETEST UNTIL ACCEPTANCE BY LANDSCAPE ARCHITECT AND CITY INSPECTOR D FINAL iNSPPECTION: CLEAN; ADJUST, BALANCE ALL SYSTEMS. VERIFY: L HEADS ARE PROPERLY ADJUSTED FOR RADIUS AND ARC OF COVERAGE. 2. NSTAL.LED SYSTEM IS WORKABLE, CLEAN, EFFICIENT E RECLAIMED WATER SYSTEMS: PROVIDE CROSS CONNECTION, COVERAGE, OTHER TESTING ffMRED BY HEALTH DEPARTMENT OR WATER DISTRICT' ISLE KC LAM NOTES, SHEET' 1.4 38 RECLAIMED WATER SKNAGE INSTALL AS SHOWN ON DRAWINGS OR WOUiRED BY HEALTH DEPARiN AT OR WATER DISTRICT. 39 INSTRUCTIONS A ATTACA TYPEWRITTEN LEGEND INSIDE EACH CONTOLLER DOOR, STATING AREAS COVERED BY EACH VALVE. PROVIDE REDUCED, LAMINATED, COLOR CODED MAP OF AREA IRRIGATED BY CONTOLLER B AFTER SYSTEM HAS BEFa" 1 COMPLETED, TESTED, INSPECTED AND APPROVED, INSTRUCT OWNER OR MAINTENANCE PERRSO #fL IN OPERATION AND MAINTENANCE OF SYSTEM. 3.10 MAINTENANCE MANTAN SYSTEM FOR PERIOD INDICATED IN IRRIGATION NOTES, OR 1367 OF PLANTING MAINTENANCE PERIOD, U40 EVM 15 GREATER END OF SECTION E 6' ROUND PLASTIC VALUE BOX FiNW GRADE BALL VALVE wrm UN NS (66) VALVE BOX EXTENSIONS LENGTH AS REQUIRED PYC MWM4JNlE 11111 =o o - T= 3 4 DUl GRAVEL, Mk 120 DEW 111110 °oR IIIII =111 11111 =111112411 =11M E BALL VALVE PAVMW, WALL, FEINCE OR CURB SEE SPECS. FOR Z OFFSET 1 QUf`EINTS 3' O1)aE NIGH POP -UF` SPRAY NERD KWA IW GRADE r -FINISH GRADE NTS NOTE- ALL W04G MALL BE PER LOCAL CODE 00 U.B.0 CO *W MIRING WITH M TIT E' WATERPROOF CONNECTORS CONTROLLER PER LEGEND. MOUNT TO WALL PER MANUFACTURERS SPECIFICATION V J)UNCTION BOXES 120 V. POWER AND GROW TO 120 V. POWER SUPPLY PVC CONDUIT a _ FLOOR L.iNE FMSµGRADE ti f RVz' SLEEVE THROUGH WALL (INTERIOR APPLICATIONS) 111 uI I I _ DIRECT BURIAL WIRE TO VALVES III =11111 2' DIA PVC Wd SCH W SIMP ELL A WALL MOUNT CONTROLLER NOTE- INSTALL PER LOCAL CODE BRASS ELLS 4 NIPPLES, TYPICAL BACKPLOW PREVENTER PER LEGEND CONCRETE SLAB 4' DEPTH X 18' WIDTH 4-.;a PRESSURE iRll.ATOR PER LEGEND NTS AH LES LANDSCAPE ARCHITECTURE me P.O. Sox 682 Cardiff by the Sea, Califomia 92007 760.632.0288 760.632.0289 fax STEVEN M. AHLES CA # 2538 » 0 I RENEWAL 9-30-05 BIFI &1Ix CA# 2533 PROJECT NO.- 050(0 LANDSCAPE PLANS FOR Vintners Distributors rm Lake Elshor, Califomia 20 JINN 05 ISSUE: i0 MAR 05 SHEET- 1 A L -4 6 IN. DIAMETER PLASTIC VALVE BOX t COVER R IN LIONz 2444' RDW STAKE BR4 QUICK COUPLER VALVE FINISH GRADE FiN U CAGE E 3- i* 90d STREET ELL alK) FPT') MW GRADE C-4 P DfA GRAVEL00 je 0 USE BOTTOM KU FOR SAM HEADSESCW K" 11 111i 11111 Vc L'1ALr.IN1E PVC LATERAL 111 i' SG4 40 PVC Wd ELL (FiPT)FIPT) 11II LATERAL LINE- PVC CLASS 200 (EXCEPT SC 44 40 FOR 1R k SIZE) 1Iit= ffll FLOW w P+C NuPPLE MEN iZ IN, BELOW GRADE, f11r1 >S W BELOW PAYING 11111E VIII SCR-( U FIPtxS 40 M &&T TEE OR ELL I SCH 80 RPvC NIPPLE MAW LiE- PVC CLASS 315.2 K OR LARGER SOH. 40 FOR fl0/C ADAi't o S - I' Wd STREET ELL (MPTxFIPT) COPPER SUPPLY LINE FROM METER 12'X 12'X 12' CONCRETE MOTE: ALL SWING JOINT COMP 4E NTS SNAIL EQUAL HEAD INLET SiZE 11 II NOTE- NO CL06E NIPPLES SHALL BE ALLOWED F POP -UP SHRUB SPRAY wo B BACKFLOW PREVENTER NT6 SCH 40 PVC TEE (SxSx 1' S) FINISH GRADE 10 Fr. MIN, DISTANCE REQ11RED FROM FEDEST" USE ARREA PVC LATERAL TO HEADS SEE SPECFICATIM b K MK 11111 SCN 40 PVC MALE ADAPTER 11111 SHRW3 HEAD OR ROTOR NERD H IRRIGATION 145dV PLASTIC VALVE BOX WITH COVER D QUICK COUPLER VALVE PAYM WALL, FENCE OR ARB REMOTE CONTROL VALVE WATER PROOF WIRE CONNECTIONS SCN 80 PMC RISER, SIZE PER DEAD INLET IIl Wt 1010' UK EXPANSION COILS SCH 80 PVC UNION GRADE iII II I scH 80 PVC NUPPLE 111= SCH 40 PVC 900 ELL III III III III Ir IIIN a 3/4' GRAVEL, MN 12' DEPiW III VIII I I 1 11111E fit I- N -E Wd STREET ELL (M x F) Wd STREET ELL (M x F) COMMON WIRE SM 40 PVC TEE OR 8.L (S x S x F) ll= 0 Q CONTROL WIRE PVC, MAINLINEPVCLATERALLINE SGH 40 PVC TEE OR ELL(SxSxFIPT) G SHRUB RISER C AUTOMATIC CONTROL VALVE NTS NTS AH LES LANDSCAPE ARCHITECTURE me P.O. Sox 682 Cardiff by the Sea, Califomia 92007 760.632.0288 760.632.0289 fax STEVEN M. AHLES CA # 2538 » 0 I RENEWAL 9-30-05 BIFI &1Ix CA# 2533 PROJECT NO.- 050(0 LANDSCAPE PLANS FOR Vintners Distributors r m Lake Elshor, Califomia 20 JINN 05 ISSUE: i0 MAR 05 SHEET- 1 A L -4 6 IN. DIAMETER PLASTIC VALVE BOX t COVER 2444' RDW STAKE QUICK COUPLER VALVE FINISH GRADE E T- MW GRADE C-4 P DfA GRAVEL00 je 0 STAINLESS STEEL HOSE CLAMP (2) K" 11 I' SCH 80 PVC RISER 111 i' SG4 40 PVC Wd ELL (FiPT)FIPT) LATERAL LINE- PVC CLASS 200 (EXCEPT SC 44 40 FOR 1R k SIZE) cz - a ffll I I' 90d STREET ELL (MUPr)FiPT) MEN iZ IN, BELOW GRADE, f11r1 >S W BELOW PAYING 111 0 I SCH 80 RPvC NIPPLE MAW LiE- PVC CLASS 315.2 K OR LARGER SOH. 40 FOR 11- o S - I' Wd STREET ELL (MPTxFIPT) i-V2 K OR SMALLER SIZE 11 II Pvc MAINLINE MIN. 16 IN. BELLOW GRADE, MIK 24 IN, BELOW PAVING 4 SCH 40 PVC TEE (SxSx 1' S) 1111 CONTROLLER UFO 11111 11111 11111 1111) 1' SCH 130 PVC NIPPLES H IRRIGATION TRENCH D QUICK COUPLER VALVE NTS AH LES LANDSCAPE ARCHITECTURE me P.O. Sox 682 Cardiff by the Sea, Califomia 92007 760.632.0288 760.632.0289 fax STEVEN M. AHLES CA # 2538 » 0 I RENEWAL 9-30-05 BIFI &1Ix CA# 2533 PROJECT NO.- 050(0 LANDSCAPE PLANS FOR Vintners Distributors rm Lake Elshor, Califomia 20 JINN 05 ISSUE: i0 MAR 05 SHEET- 1 A L -4 I DATE GAB 2/10 /04 W I N vi JOB NO. 039-003-02-04 DRAWING NUMBER g O U I D NEW CONSTRUCTION KEYNOTES Z z m J Q LL. LU O 1= CO o I 2 SITEWORK cn E 0 W U m z0 W v v W(n 2.1 ASPHAI -TIC CONCRETE PAVING (SEE CIVIL DWG'S FOR BASE DESIGNS) U C-) U 2 o z z w 2.5 TRASH ENCLOSURE. SEE DETAIL 14/A1.2 CL 07 2.6 GA5 METER 0 00 m co m m m 2.7 PLANTER AREA. SEE LANDSCAPE DRAWINGS. O Z 4 U NZpzOm0- 626Osd -o W 5%gaa.. na 1,. OZ h0Q2F -! O 6jtR n-a 2.9 FIRE HYDRANT. SEE CIVIL DRAWINGS. F ZO U)m O{yVj WOC iu a3tAO O 4 p,CCCC tt J N?ZTj z cagao09251171 -big maiT3bl°•a Z, N 2.10 TRA514 ENCLOSURE. SEE DETAIL 12/A1.3 t 2.17 NEW 4' CONCRETE WALK. SEE 18 /Al a2. 2.18 6' CONCRETE CURB. SEE 17/AI.2. 2.19 LOADING AREA. MARK WITH 4" WIDE PAVEMENT STRIPES AT 48" O.C. J / AND 'NO PARKING" IN 30" LETTERS. r 1 -.. PROPERTY LINE 2.22 CANOPY COLUMNS BY CANOPY CONTRACTOR. SEE SHEET A8.1 FOR CANOPY FINISH WORK BY GENERAL CONTRACTOR. 5ETBACK LINE 2.23 RETAINING WALL PER 13/A1.2. SEE CIVIL FOR HEIGHT. 2.25 CAST -IN -PLACE MONUMENT SIGN, J SAD I0 1 ...- EASEMENT LINE J 1 / CENTER LINE 2.28 DOI NOT ENTER SIGN I DEMOLITION ITEM 2.29 UNDERGROUND FUEL TANKS AND GAS PUMPS. SEE FUEL SYSTEM DRAWINGS. HIDDEN FEATURES 2,30 PATH pF FUEL DELIVERY TRUCK. s, ,,.,_-.°'; 2.60 y PAD #q CONTRACT / OR PROJECT LIMIT LINE 2.31 2.32 LIMITS OF CONCRETE PAVING. 4' WIDE STRIPED ACCESSIBLE ROUTE. 4" BLUE STRIPES, BUILDING WALL DIAGONALS AT 4' -0" O.G. 2.34 ELEC. TRANSFORMER ON 6" CONC PAD (PER UTILITY CO. REQMT'S) I F. 2 7 r CONCRETE BLOCK WALL 2.56 PRECAST CONCRETE PARKING BUMPER TYPICAL AT STALL 2.61 d TUBE STEEL (T.S.) FENCE ADJACENT TO BUILDINGS. SEE 61AI.2. 77 ® i \ 1 1- •..... ,,, . - ` - CHAIN LINK FENCE 2.37 ACCE551BLE PARKING STALL. MAXIMUM SURFACE SLOPE SHALL IN ANY DIRECTION, SEE DETAIL 12/AI.2. 1 -y`" NOT EXCEED 2% CONCRETE CURB t GUTTER 2.38 ACCE551BLE LOADING /UNLOADING WIDTH (CAR-5', VAN =B') 2 Y8 2.44 5 5URACE SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION. 2,44 2.59 1,1 GOIVGRETE CURB ONLY 2.39 AGGESaIBLE RAMP (1:12 SLOPE MAX). SEE I6/A1.2 R 2}31 «' 4~i, « ..; s"d ^ 5: Ykt ":.,'"c!n°"p•.f" "'4 ?.r..,.,.n, ..J 1 1 2,40 ACCESSIBLE PARKING SIGN, SEE DETAILS 2 4 11 /A1.2 CONFORMANCE SIGN. SEE DET. 3/A1.2J %J'•[ ay°>• yam/ Z.ZV "'^. i.., 1, Iy2.5 2,60 STANDARD PARKING SPACE 2.44 2.47 PARKING LINE OF COVERED WALKWAY AND /OR CANOPY ABOVE II' -4" fi f 19 p 1 2 9 2.61 I ! NUMBER OF PARKING SPACES IN A ROW 2.52 IIPAINT4 WIDE WHITE PARKING STRIPING PER CITY STANDARD. DRAWINGS2.7 II' -4" 30' -0" 301 -0" o 2.54 GA5 PUMPS PER FUEL SYSTEM 2.65 a7/ p \ \ G COMPACT PARKING SPACE 2.59 START OF PAVING UNDER TH15 SCOPE OF WORK. 1 2.17 w.• 2.60 NEW A514PHALT ROAD AND CONCRETE CURB BY OTHERS. f4 a ;. °,.,.:,. . 2.73 2.99 2.47 C3'® X. - nt 71 _III I / v HANDICAP PARKING 5PAGE 2.6I 2.65 2.73 WATER SUPPLY VALT BY OTHERS. UTILITY VAULT, SEE 1501.0 STEEL PIPE BOLLARD. SEE I /AI.2 L U S 48' I 2.91 L_ w •.: ' 2.80 ACCESSIBLE CURB RAMP SEE DETAIL 22/A1.2 O TYP. 2.54 2.73 P 2.95 m a 2.22 T1,P I. 1 CENTEIz 1 4, 0 WHEEL STOPS 2.91 2.95 2.99 CONSTRUCTION JOINT SEE DET. IS /Al a2. REGULAR PARKING STALL. SEE 12/AI.2 ACCE551BLE RAMP, SEE DETAILS 5 @ 11 A/1.2 20' 1" O f 2.18 - p3 F I ] 2.120 ASSUMED PROPERTY LINE 17id i • 1 I. v.• ; j ' Z.7 y 34 TOP OF CURB / WALL ELEVATION 10 SPECIALITIES 10.24 AIR /WATER DISPENSER. SEE 10 /AI.2. 48' -4 FINISH SURFACE ELEVATION 3., o 2 ' '' 38' -6" 30' -0".. :• 2.39 l / FLOW LINE2.32 2.38 I 60 ° C3 ® ®D LINES - EXISTING TO REMAINCONTOURLES F.n 2.36 :.• :•.;.i 5 s CONTOUR LINES MODIFIED T 2.31 "r. 2. 7 ( ::I . CONTOUR LINES - PROPOSED 2 3 4' : 0scfserswi..:.'"." iI ' 9; I I ' 9 i '• ' 2.29 Z.99 I 1 CB - CATCH BA51N KEYNOTES cv - 2.6 i i i ... ,• 0 2.30 2.10 y 1 STREET LIGt I OR PARKING LOT LIGHT2.37 ALT T E No I:' 8 J 1. (( w• r 1 _ N H II N I..IP U INSTALL KEYSTONE RETAINING WALL SYSTEM WIT 8 CO AC CAP h RETAINING WALL. COLOR A52.52 ' N 2.95 r , L - --- 20' HIGH DECORATIVE LIGHT POLE IN LIEU OF SPECIFIED SPLIT -PAGE G.M.U. 2.18 ' 2.99 tV 3' , a- - t' D - SD 1 WITH A CONCRETE BASE SPECIFIED FOR G.M.U. RETAINING WALL. INSTALL PER MFTR. REQUIREMENTS 41-01 2.99 D D D SDI` J 1 1 P.P. POWER POLE WITH LIGHT kw O ' 2.120 ry 2.80 o _---- SDDti SE) SD T- D _LSD : 1 wi M - `- 1 1 1 1 1 1• Y 1 . .', 1 • . M.r 1 1 1 , .. 1 + 1 1 .. .. 1 1 . 1 1 1 1 . 1 1 i 1 1 PLAZA LIGHT FIXTURE T-. T 1 10' 0 MOUNTING HEIGHT T r 4 Ix 20 2 . 23 a I HYDRANT n 2.25 11 A N 11 FIRE Y 2.17 11 Al. 3 SIM. IJ AI.3 v. 11 I- u - - - 5 SEWER LINE J r 4 x SD STORM DRAIN LINE TELEPHONE LINE E - OVERHEAD ELECTRIC LINES E UNDERGROUND ELECTRIC LINES C-L R A I L. R O A D C A N Y O N R 0 A D FW FIRE WATER LINE W DOMESTIC WATER LINE IW IRRIGATION WATER LINE Gr 0 M.H. GAS LINE MAN HOLE (SEWER OR STORM DRAIN) SITE PLAN Y - 20.00'' 11 DM WATER METER (DOMESTIC) IM WATER METER (IRRIGATION) GM GAS METER GT GREASE TRAP OR CLARIFIER FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, H.B. HB - H05E BIB INC. BY These plans have been reviewedapplicableMONUMENTSIGN for adherence to thecodesandordinance. hereby granted to 6- POST MOUNTED SIGN. SEE NOTES. issue a building issapprovalbyallagpermitpendingapplicableCityagencies. L.A. LANDSCAPE AREA The issuance or granting of a permitapprovaloftheseplansshallnotbeco itrued onpermitorapprove ITEMS SHOWN DASHED ARE TO BE toanyviolationoftheapplicablecodesorordinance. No permit presumedauthoritytoviolateREMOVEDORAREABOVE to giveorcanceltheprovisionsofsuchcodesshallbevalid. E) EXISTING DIRECTION OF TRAFFIC FLOW aPAINTED TRAFFIC CONTROL MARKINGS ACCE551BLE PATH OF TRAVEL NOTE: ITEMS WITH A LINE THROUGH THEM ARE NOT APPLICABLE TO T14I5 PROJECT OR ARE SHOWN ELSEWHERE. LEGEND 8 DATE GAB 2/10 /04 W I N vi JOB NO. 039-003-02-04 DRAWING NUMBER g O U I Z z m J Q LL. LU O 1= CO o I CO t U r cn E 0 W U m z0 W v v W(n w L) U C-) U 2 o z z w CL 07 0 00 m co m m m O Z 4 U NZpzOm0- 626Osd -o W 5%gaa.. na 1,. OZ h0Q2F -! O 6jtR n-a owwZ F ZO U)m O{yVj WOC iu a3tAO O 4 p,CCCCtt J N?ZTj z cagao09251171 -big maiT3bl°•a Z, N jKH 6 1 11 <'g °Ja DIER al t DATE GAB 2/10 /04 CHECKED BY N CD o N vi JOB NO. 039-003-02-04 DRAWING NUMBER N OF DRAWINGS 00 N p F5 LL. LU O CO U CO t U r cn E 0 Z C t% % Q0 `, g a a DRAWN BY DATE GAB 2/10 /04 CHECKED BY DATE GAB 4/7/05 JOB NO. 039-003-02-04 DRAWING NUMBER o OF DRAWINGS co F5 LU g a a DRAWN BY DATE GAB 2/10 /04 CHECKED BY DATE GAB 4/7/05 JOB NO. 039-003-02-04 DRAWING NUMBER o OF DRAWINGS SEE 51TE PLAN FOR ADJACENT 1. ALL VERTICAL CELLS CONTAINING REIFORGING STEEL SHALL BE FILLED 6 "x2 "x16 "C.M.0 GRADE AND CURB DETAILS WITH GROUT IN ADDITION. WHERE 5 BLOCKS ARE USED, ALL CELLS WITHOUT WALL CAP SEALANT 4 EXP. VERTICAL REIFORCING STEEL SHALL BE FILLED WITH GROUT OT TOP OF JOINT FILLER BOND BEAM AT MID - HEIGHT OF WALL. _ 4 BAR N WELDED- CAP b" GONG. SIDEWALK 2. THE BLOCK WALL COURSES AND FOOTINGS MAY BE BUILT PARALLEL WITH ON THE BORDER MUST BE tNOTE: GR05S SLOPE OF LANDING ON THE LEVEL SURFACE OVER 4 (MIN) THE STREET GRADE (7% MAX.) OR STEPPED. BOND BM. AREAS DO NOT EXCEED 2% AT THE TOP OF T14E RAMP. G.I.P. CONC. CURB AGGREGATE BASE IN ANY DIRECTION t COARSE 3. ALL WALLS SHALL " ALL BE PLUMB. SQUARE PIPE BOLLARD. C OR LANDSCAPING F q0 PAINT AND DECAL PER 4. BACHFILL SHALL BE COMPACTED TO A MINIMUM O 1 _ CHEVRON HALMARK GUIDLINE5Q 6" 6x6 - #10 / #10 WWM -' REINFORCEMENT - ING PAVING. SEE o i ?_ -` 5. FOOTINGS SHALL BE CLASS B CONCRETE. ----- { BOND BM. AT r,ll I/2 PREMOLDED EXPANSION pR SITE PLAN AND CIVIL DRAWINGS MID- HEIGHT I. r>tt 1 ' JOINT FILLER r a 6. GMU SHALL BE GRADE A UNITS CONFORMING TO ASTM DESIGNATION No.GgO. -`' yr NO - #4 HORZ. @ 24 "O.G• TO TOP OF PAVING x —_ j 7. REINFORCING STEEL, GROUT MOTAR, AND CLASS 8 CONCRETE SHALL CONFORM TO STANDARD SPECIFICATIONS. r 4 VERT. @ 32 "O.G. W 5. ELIMINATE MORTAR IN VERTICAL JOINTS IN FIRST COURSE FINISH y 2 O ABOVE FINISH GRADE. GRADE y yd o 4 q. 1/2" OPEN JOINTS EXTENDING THROUGH THE ENTIRE HEIGHT 6 "xB "x16 "C•M.0 WALL \ in 4 CONTINUOUS RED - PAINTED CURB (SEE PLAN FOR EXTENT) SEE OF THE BLOCK WALL SHALL BE SPACED. AT A MAXIMUM OF 50'. - " ; W/ 4" NIGH MIN. WHITE STENCIL - CIVIL " # 4 BAR @ 32 O.C. - k " ° °. - PAINTED LETTERING, FIRE LANE 10. ELIMINATE MID - HEIGHT BOND BEAM IN WALLS 4 HIGH OR LE55 LAP 24 to a - NO- PARKING" SHALL OCCUR - a d, a @ FACE OF 4 TOP OF CURB ; t Q @ MAX. 30' -0" INTERVALS AND 4 °. : °' - if ,It BEND ALTERNATE BARS. @ CENTER OF CURB LENGTH - WHERE CURB SEGMENT TO BE _ # 4 BAR CONT. PAINTED IS LESS THAN 30' -0" m ° b° GONG. FOOTING NOTE: SURFACE WILL REQUIRE 36' SECTION OF TRUNCATED DOMES U IF FLAT TRAVEL SURFACE ADJOINS VEHICLAR TRAFFIC WAY a 2' 0" w_ ,_ . , , -o° CURB RAMP 1/4' 1'-0' S PIPE BOLLARD 1/2"-1 —00 2 =,t -o c >,/2 - 0 17 RETAINING WALL SECTION ' ACCESSIBI -E FIRE LANE CURB PAINTING 21 6 CURB SIDEWALK /LANDS. I/8" WIDE x 3/4" DEEP ETE BUMPERSAWCUTCONTROLb" LONG. SIDEWALK OVER 30- CONCR JOINT 4" (MIN) AGGREGATE 8" CMU z 6 "x6 "- #10 / #10 WWM BASE COARSE OR 10' -0" 6' -D" a REINFORCEMENT COMPACTED FILL. 6" CONC. CURB AIR /WATER UNIT PER 2) #5 REBAR u I I CHEVRON STANDARDS. t o L w / 23 • SUPPLIED BY OWNER, r-TOP OF PAVING w L,R SEE Q - x —x x —x --: —s. ' :t _.;-. -a --x' —x 4 INSTALLED BY G.C. 2) #5 REBAR m u-t p 15" LONG { o O 0 0 0 x e OTHERS o r 8 CONTROL _ _ __ — _ . I5A 41 —6 ir JOINT _ _:. __ s 3' -0' FROM CtaRB LINE ELEVATION 1E s• ` \ ti DICE OF 6" GONG. - _ t _ 6 CURB WHERE #4x24" LONG SMOOTH CANOPY COLUMN f f ,1'OGC 6 _ 4/A8. f ` • • CONT. SEALANT GREASE ONE END t " URS DOWEL @ 24" O.C. I o SEE DET. 4 1/2" PREMOLDED lir I 2) #5 REBAR wf;'` EXP. JOINT FILLER 4 b CONC. SIDEWALK OVER 4" (MIN) AGGREGATE SECTION . t;Fr O 6 "x6 "- #10/ #10 WWM BASE COARSE OR J N REINFORCEMENT COMPACTED FILL. SLOPE 1:10 SLOPE 1:10 t \,,., x —x a-- —x x x x .._x —'s —x --x , 6 -4 TATIONS f,:! F MAX. . ,., 6' -0' PER GBC CHAPTER 11C. PROVIDE ACCESSIBLE PUMP S MANHOLE W/ COVER FOR MINIMUM 2 PUMP STATIONS FOR EACH WATER VALVE 0S TYPE OF FUEL. SEE FUEL 5' -0" 41_0:1 5' -0" SYSTEM DRAWINGS BY OTHERS. 41-611 EXPANSION TERMINATE WWM AT NOTE: SEE 15/- FOR EXPANSION JOINT CONSTRUCTION DETAILS PAN JOINT A_ , . 1/2 " =1' -0' BUMPER 1/2' =1'-0° 6 GAS PUMP DETAIL 1/4!4-0A 3/8 ®,' -oA 11/2 =1 -0 18 TRASH ENCL SURE PLAN v4 -1 0 14 AIR /WATER UNIT PARKING CURB CUT 22 PAVING JOINTS Ill I/2" STUCCO " " 4" " 5" 4" EXTERIOR ( 3) - 5 x 6 -1/2 McMASTER- tt GARR EXTRA -HEAVY DUTY B N FINISH TOP OF CURB BEYOND BLANK HINGES, W/ 3/16" 16 GA. GALV. REFLECTORI D WHERE OCCURS - MORTAR ILLET WELD ALL AROUND. TRASH CAN BY OWNER SIGN W/I" CORNER RAD. TOPE RAMP CAP GONG. BLK. WALL PAINT ERSE INCLUDING 1) - #5 CONT. GROVED BORDER MUST BE I" I.D. x 1/4" THICK PIPE NOTE: AREAS DO NO OF LANDING 2 : " 8 x S x lb GONG. ON THE LEVEL SURFACE 0-HIGH BLACK - PAINTED 1;12 MAX. AT THE TOP OF THE RAMP. SLOPS SLEEVE W/ 3/I6 CONT. " IN ANY DIRECTION 1 -5 GRAPHICS AS FOLLOWS: 1 FILLET WELD 130TH EQ. BLK. W/ #5 @ 24 62 7n SIDES, TYP. 01= 3 O.G. EACH WAY. MIN• UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING Iq --- 3/4 "1 STEEL ROD 4" x 4" x 3/16" 13UULLARD, SEE I/- DOWELS ARE SAME STL. TUBE POST i PLACARDS OR LICENSE PLATES GATES PER 15B SIZE SPACING AS W/ STL. CAP - ISSUED FOR PHYSICALLY DISABLED o z I I PERSONS MAY BE TOWED AWAY WNER S EXPENSE. TOWED cY_ REINF. RIND • , - - I I AT O ACT I ON VERT. WELDED. G _! E I I VEHICLES MAY BE RECLAIMED BY v SMOOTH. GROUT . I I CONTRACTOR TO PROVIDE INFO PRIORSCALE: 1/2' =1' -0' FILLED. E tl GONG. CURB , ifs 2211 3/4 CANE BOLT, TYP. {,u Q Q PROVIDE 1" '' I" 2 w C1 PER PLAN EPARATION FROM w TO INSTALLATION) W CONC. BILK. WALL. `ii " > uNI 2" x 2" x 1/4" - 2" LONG 3 m > TYP. PROVIDE ' 6 -0 w 3/4" STEEL ANGLE W! " LO I "Oic4' -0" DEEP 0 Q PR - # IO X 3/4 SELF TAPPING VANDAL 2 PROOF GALV. SCREWS APPROX. GOVT. FILLET WELD _ Z GONG. FTG. SINK o w ly PUNCH I "- HOLE FOR c f TUBE STL. 3' -0" O = CANE BOLT, TYP. O1^ 4 INTO FTG. t71 NI) - #5 GONT. Q ? 2" DIA. GALV. STL. PIPE POST rs NI = U. o. . a "' • N N ° TOP >I: BOTTOM o PROVIDE GAP ON TOP OF P05T4. 0 p I/4 O. = m 4" x 4" x 1/4" 5TL. ANGLE FRAME 2' -O" BEND DOWELS 5,_Ox (- FIN. GRADE ci IN ALTERNATE 20 GA. CORRUGATEDFINISHSURFACEmVDIRECTIONSTEELPANEL. PAINT = = I.I., m " II :• a • v a ° •a , IN FT'G. PER SHELL RVI o o ---- I i. 8 DIA. CONC. FOOTING GROOVING DETAIL = , , a v `o a ii ii ; ii j v 1" I 1/ ICK ° A r` r- r°-•t- r ter` I /' A -'I- C I tvtt 1-1 C'7 A I I NOTE. SURFACE W!LL b' SECTION OF TRUNCATED DOMES y x 4 TI) a Y1 SEC I I VIV l f-' I J I I1. LJ - I t,11 L IF FLAT TRAVEL SURFACE ADJOINS YEN GLAR TRAFFIC WAY VACUUM BY GAR WASH N E FULL SCALE • ° RIPE SLEEK, TYP. EQUIPMENT SUPPLIER. m D ° ° ° ' @HON- RETAINING CONDITION SEE DETAILS q/ -AND 10 /- COORDINATE FINALN I l il FOR ROOF LOCATION WITH OWNER. 1/2 "IfIll PARKING CONFORMANCE 1/2 " ®''-o° . ,_ . , -,' - o• T ,/2 -, —0 15 ACCESSIBLE CURB RAMP 1/4 , p 11 AIR /WATER STATION 7 RAMP SECTION + DETAIL u2 , 0 3 SLIDE BOLT AND CANE BOLT 19 TRASH ENCLOS. GATE DE T. STUB SERVICE FLUSH HANDHOLE AND COVER APPROVED FOR FUSES AND SPLICES FOR PERMIT ISSUANCE SCOTT t'AZEKAS & ASSOCIATES, I 6- 0" CONDUIT UP INTO PRECAST CONCRETE Ib GA. GALV. DARK BLUE POLE BASE, WIRING - GROUND STUD CAVITY,AND BASE. I7 TYPICAL AT ALL RAD. CORNERS, SIGN W/ 1' PAVING BY DATE RAD. CORNERS MIN. SIZE = 70 These pig ns have been reviewed for adh rence to the b "x6 "- #10 / #10 WWM 3 - #3 TIES @ 3" O.C. - STALLS. applicabl ? codes and ordinance. Autt onzati n ` SQ. IN. 1/2" RADIUS REINFORCEMENT FOLLOWING 6 TOOLED EDGE INSTALLATION I 18' -0" _ (8) 5/8 "fix 14' LONG hereby anted to is ng AND LEVELING OF ANCHOR BOLTS PER LIGHT POLE ANCHOR BOLTS approval y all appiica a City agencies. INTERNATIONAL SYMBOL OF POLE /LUMINAIRE. 1" 2" MANUFACTURER. MINIMUM SIZES: IN COLD WEATHER The iss ante or g nting of a permi on ACCESSIBILITY. GRAPHICS 4" CONIC. OR A.C. 6 CONC. SIDEWALK PAVING OVER 4" (MIN) OVER 4" MIN USE NON - SHRINK 25' -30' 4 -I " X36" A307 2'-0" CURS CUT RAMP. CLIMATES INSTALL Ap121'al of these - E s shall not be d to PAINTED WHITE 4 MIN) GROUT UNDER 1" -1 a 0' -24' 4 -j "O X36° A307 SEE MANHOLE (PVC OR 9TEFL o approve vi anon of th a, able REFLECTORIZED. AGGREGATE BASE AGGREGATE BASE BASE PLATE. 3 COARSE COARSE - ( Il : II I' ' W/ COVER: INSTALL codes or ordinances rmi presume to g PROVIDE A 45 _ : 4t ?,ity o violate or uch (3) - #10 X 3/4" VANDAL AIR/WATER PIPING sh I be valid. PROOF GALV. EXPANSION1 ' II II '.•I • ASPHALT CONCRETE PAVING TACK ANNDEGREECHAMFERnrI' ° ' ;lla ;! - FREEZE LINE. INSTAL AT EDGE, TYP. j-I • ¶--p GOAT 70 CONCRETE POLE BASE o ISOLATION BLOCK AND SCREWS t _ INSTALL COVER F.G. s I ' III ' II :TOP ASPHALT WHERE OCCURS OR F.G. BLEED VALVE. INSULATE J x —3c x w > OVER BASE ..r _ - - - - 6 - #5 BARS (VERTICALLY WHITE( @REGULAR) RISER PIPING AND VALVE. -I w VAN ACCESSIBLE SIGN PLATE ASSEMBLY. I- - I - :'_.I'„ ° ° = = = ° ° = BLUE( @AGGi~SIBLE) y w Q Q SPACED EQUALLY IN A o O> o, ".s ' I- -III- 1 <':I PAINTED STRIPES ti C - _. I[. -= , I I I ,. a . q I,.. CIRCLE) a USED APPROVED a mflu - -µ..tI f k= T - #3 TIES @ 12 D. C. 1 a 2 ,._ o TRAFFIC PAINT) 4 a a ? 2" DIA. GALV. STL. PIPE POST rj E.- `I i(,` PI r TYP. c W_ z o o SERVICE CONDUIT CONNECT TO o Q - f I_ _ UNDERGROUND CONDUIT. SEE Q C4 m : 1 ' 3„ ELECTRICAL. 2 "0 MAX. ? PEA GRAVEL SUBGRADE a o TOP OF WALKWAY w CONCRETE BASE, FORM WITH SEE - - "SONOTUBE" FORM SACK FINISH CIVIL m , r EXPOSED SURFACE. Vc =3000 P51 S1 co I.• { I I I I ' I •. III I 13" DIA. GONG. FOOTING NOTES : I. PAINT EXPOSED SURFACES OF POLE -= `-'' 4' Lj I BASE WITH TWO GOATS WHITE, OR AS 10' -0" MINIMUM #b BARE CU WIRE COILED BELOW BASE _ ACCESSIBILITY PER OWNER DIRECTION. SYMBOL m L J (: 2. INSTALL POLE BASE IN NATURAL ACCESSIBLE 4UNDISTURBED ISTURBED 501L OR APPROVED 2' -0" DIA. PARKING SIGN COMPACTED FILL PER SOILS REPORT. A= , , ,/2' =r-o' $ ACCESSIBLE PARKING SIGN ,/2"=1'-0' 4 2 =1,_ 0 1/2'4-0' 16 ACCES. + REGULAR PARKG. 1/8 1 12 AIR /WATER SECTION 0 _ CURB SIDEWALK / 4 LIGHT POLE FIXTURE STANDARD w V) Q J Z m O I F- Qm D W W V) N U w LLJ Y Z U v °z a- tZ to o o mm°° cc C3 cz; v O Z u oaNIONM p- W 8g2yzj O O .f 1 haou: i Z ' Lj ao v O O t.9 }5Op VO 4S imgi $F_0°`.` -<03H W 4i 4 55ois MWI k•' P}6 aZ°r - 060 A36g ailw Y3Wtm. tR6. 6 4020 g= 9 t jCzTzJ Q 1ajRgiEEf ja,6 i W1—Z F z WOO b8<` U W co YU 10 Z DRAWN BY J N N V/ ''^^ O T 0001 82 OF DRAWINGS 1T: O p i U- ca CD CO U c U tt N o Z Ica 0) c0Cu Q O N D 0 u W U W co YU 10 Z DRAWN BY 2/ 0/ 04 CHECKED BY DATE GAB 4/7/ 05 JOB NO. 0 - 04 DRAWING NUMBER 82 OF fir ' ~ ++ __ PAD #10 r/ Ir 1ii nii r , 1 / 1It 1 j j o 44' -4y" _ PAD #9< IF r r 35,_0" 71'- 43 /` x" ; J% r, ` CENTER OF RADIUS ; ; r 1 / 1 Z \ . L' " - .. ' ia: ' .: '. .. • .. 135 ,! % `` o ' Du CENTER 0 v 1 OF RADIUS " \ N FH 41 1 i 821 -8u ''`` "-•• - / `• I _ I I ° - 411 30' -0" 30' -0" J I ~`` 1 r CD—T,- -- --- - -- -- ; r ; / TI -I11 1 CANOPY ABOVE o 1 U S L i1\ g I J I 1 - 11 CENTER . , q, 1 O 1 s . al -0" 181 181 -01' L 201 -1" >3I - - -- I 0 ro m 41- II/ 211 NOTE: ADD ENTIRE SHEET SITE PLAN 3 1 , it ii rr o ®rr! 'fir ®, • - ' 1 421-011 JJ N x N 0 ro m 41- II/ 211 NOTE: ADD ENTIRE SHEET SITE PLAN 3 1 , it ii rr o ®rr! 'fir ®, • - ' 1 421-011 Ir : at • • rl r • WELD AND GRIND SMOOTH ALL x 0 1 1/2" 0 PIPE 1 N 0 RAIL PAINT FINISH. E o v V) d 1 1/2" 0 PIPE Q r POSTS Ir Z 1 1/2" 0 PIPE 27'- I'. ," 381_611 30' -0" ,.. J• POSTS AT 0-0" SEE CIVIL J O.G. MAX. o I CMU CAP Z C II 8" SPLIT FACE CMU WALL. d' 1 C) U 111 -I" _ lilt• a V REINFORCING. V) U p CORE CMU AND M 0 SET POSTS 8" IN 1 NON- SHRINK I i - C- GROUT TYPICAL. I FINISH GRADE. SEE CIVIL 1 i CL H Q i N; O O O 1 O MICR m M Cr J m I : I . • cl Cam? C-1) C-3 1 C; Z 0o0_Z} - 1 biro lt! Ir : at • • rl r • WELD AND GRIND SMOOTH ALL x 0 1 1/2" 0 PIPE CONNECTIONS. N 0 RAIL PAINT FINISH. E o v V) d 1 1/2" 0 PIPE Q r POSTS Ir Z 1 1/2" 0 PIPE PAVING. cn C POSTS AT 0-0" SEE CIVIL O O.G. MAX. o I CMU CAP Cn Ca Z C II 8" SPLIT FACE CMU WALL. E V) CO 0) II II ll ANGELUS BLOCK HARVEST. C) U n w I_UJ SEE IG /A1.3 FOR V REINFORCING. V) U p CORE CMU AND M 0 SET POSTS 8" IN 1 NON- SHRINK I i - C- GROUT TYPICAL. I FINISH GRADE. SEE CIVIL 1 i CL H Q i CL R A I L R O A D CMU X o #4 HORS @ 32" O.G. F.G. rF' GUARD RAIL F.G. SLOPE 2:1 MAX 7i._ rwr- CLR. TYP. 8" CMU WITH #4 BARS @ 24" O.G. OMIT HEAD JOINT IN FIRST COURSE FOR DRAINAGE. 2) $1:4 CONT. 4 HORZ. @ 24" 0. - U p - W M N 211 11 -011 11 q 00° a 4 FlhAio W C A N Y O N IIN ryXP h J N 1 R351 -011 CENTER OF RADIUS 121i1V4" i 00PIr 1 1 r w z Ot 4 II V7 Y ice-- - - -- -- - I I I I... 1:' : I'' '.. ..i I. I ;,...1'.• . :'I • `_ :.: ...I ` :G_' • 1. :.A. :I R O A D 4' -$U 1 1 1 City Of Lake Elsinore Ma>Iwft Division Appromd AWoved By: o APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These pwis have been reviewed for adherence to the applicable codes and ordinance. Auttiorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the appilcable authority to violate or cancel the provisions of such codes shall be valid. GONG. SIDEWALK. SEE CIVIL Z z FINISH GRADE. E T_ SEE CIVIL w CMU CAP I CONC. RAMP. SEE CIVIL. Q 8" SPLIT FAGS GMU WALL. ANGELUS BLOCK HARVEST. SEE I /AI.3 FOR REINFORCING. ONG. CURB SPLIT FAG= GMU WALL. ANGELUS NOTE: SEE 15/A1.2 FOR BLOCK HARVEST. SEE I /AI.3 FOR CONSTRUCTION DETAILS REINFORCING. RETAINING WALL SECTION T' =1' -o' (20]TYP. RETAINING WALL REINF. 1/2'-x' -" (161 TRASH ENCLOSURE PLAN u4' -'o' (121 RAMP / SIDEWALK SECTION 1" =1' -0„ l 4 zw w V) J N 0 N U o v V) a) (0 00 Q r z Ir Z M Q C 1L on O J Q o I M Cn Ca Z C in W W E V) CO 0) C, w C) U n w 0 V LAJ V) U p z M 0 w Y C- z d Z v Z Ld p CL H Q i O O O MICR m M Cam? C-1) C-3 1 C; Z 0o0_Z} - 1 biro lt! 6 B'N® F-R116WO0 O,°,,t8& WW:;ZRy -9F-Q 9-, " n$el Id. M 050>- 6 IPit WOW W W R' W rgfflp i V SS FN yC.NZ_TsfZZ ..N Q f? aRAj%oO9f3givJ§ .IgSZ944009waWFFQ,W, NZ7 11'M. _X$1 AP-is QQ Vv b a0fiz82$ 2o1 S i Madl I GONG. SIDEWALK. SEE CIVIL Z z FINISH GRADE. E T_ SEE CIVIL w CMU CAP I CONC. RAMP. SEE CIVIL. Q 8" SPLIT FAGS GMU WALL. ANGELUS BLOCK HARVEST. SEE I /AI.3 FOR REINFORCING. ONG. CURB SPLIT FAG= GMU WALL. ANGELUS NOTE: SEE 15/A1.2 FOR BLOCK HARVEST. SEE I /AI.3 FOR CONSTRUCTION DETAILS REINFORCING. RETAINING WALL SECTION T' =1' -o' (20]TYP. RETAINING WALL REINF. 1/2'-x' -" (161 TRASH ENCLOSURE PLAN u4' -'o' (121 RAMP / SIDEWALK SECTION 1" =1' -0„ l 4 Z 5 a Z O CO Z j Wa U 00 W W co c DRAWN BY DATE SMG 6/23/05 CHECKED BY DATE GAB 4/7/05 JOB NO, 039- 003 -02-04 DRAWING NUMBER A13 OF DRAWINGS J N 0 N U 0) a) (0 00 Q r O Ir c r1 0 C 1L Z 5 a Z O CO Z j Wa U 00 W W co c DRAWN BY DATE SMG 6/23/05 CHECKED BY DATE GAB 4/7/05 JOB NO, 039- 003 -02-04 DRAWING NUMBER A13 OF DRAWINGS J N 0 N U 0) a) (0 00 Q r O c 0 C 1L C15 z 3) o U) CO CD U U r LOCn Ca Z C CO 0) 0 V Z 5 a Z O CO Z j Wa U 00 W W co c DRAWN BY DATE SMG 6/23/05 CHECKED BY DATE GAB 4/7/05 JOB NO, 039- 003 -02-04 DRAWING NUMBER A13 OF DRAWINGS FLOOR PLAN r N TRUE RTH SCALE: 1/4' =1' -0' l 7 NEW CONSTRUCTION KEYNOTES 1 GENERAL 1.18 LINE OF SOFFIT WALL ABOVE SIT WORK 2.4 PIPE BOLLARD. SEE DETAIL I /Ai.2 5 METALS 5.7 METAL LADDER WITH ROOF HATCH. SEE DETAIL 3/A8.3. 0 WOOD AND PLASTIC 6.7 37"WIDE X 28" NIGH HOLE THRU WALL AT 66" A.F.F. TO BOTTOM. 6.8 1/2 HEIGHT WALL BELOW WINDOW. SET ON 4" CURB. SEE ELEVATIONS. 6.11 24 1x24 "x24" NIGH WATER HEATER PLATFORM. 2x4 CONSTRUCTION. FINISH FACES WITH CEMENT BOARD AND CERAMIC TILE. 3/4' CDX PLYWOOD TOP. 6.65 5' NIGH 2x4 WALL WITH FRP OVER MR BOARD FINISH (W5) TYPICAL, CERAMIC TILE ON SURFACE FACING MOP SINK. FLA514 TO MOP SINK. EXTEND WALL OUT TO OUTSIDE FACE OF UTENSIL SINK. 7 THERMAL AND MOISTURE PROTECTION 7.Iq 4" DIA. DOWNSPOUT AND OVERFLOW. 15 MECHANICAL 15.2 WATF_R HEATER 15.15 MOP SINK 16 ELECTRICAL 16.3 ELECTRIC PANEL KEYNOTES APPROVE FOR PERMIT ISSUD ANCESCOTTFAZEKAS & ASSOCIATES, INC. BY______ DATE These plans have been reviewed for adherenceapplicablecodesandordinance. to theherebygrantedtoissueabuildinAuthorizationisapprovalbyallapplicableCitagPermitpendingYgencies. The issuance or granting of a papprovaloftheseplansshallnot be c o struedd oopermitorapproveanyviolationoftheapplicablecodesorordinance. o givauthoritytoviolateoranceehepresumed provisions of suchcodesshallbevalid. 1 2x6 OR 3x(o WOOD STUDS @ 16" O.G. ON 4" CURB. SEE STRUCTURAL FOR SHEAR WALL REQUIREMENTS. r CEMENT PLASTER OVER METAL LATH OVER TYVEK ON EXTERIOR, 5/8" G.W.B. @ INTERIOR TO 6" ABOVE CEILING. PROVIDE MR BOARD AT TOILETS AND UTILITY ROOMS. PROVIDE CEMENT BOARD AT WALL TILE. PROVIDE R -Iq BATT INSULATION. ATTACH INTERIOR PARTITION TOP PLATE TO ROOF FRAMING. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS AND NON - TYPICAL STUD SPACING. INTERIOR NON -LOAD BEARING PARTITION. 2x6 WOOD STUDS @ 16" O.G. W/ 5/8" TYPE G.W.B. EA. SIDE TO 6" ABOVE CEILING. BRACE TOP PLATE TO UNDERSIDE OF ROOF FRAMING WITH 45' 2x4 @ 32" O.G., ALTERNATE DIRECTION. PROVIDE MR BOARD AT TOILET ROOM AND STORAGE ROOM. PROVIDE CEMENT BOARD AT WALL TILE. 8" CMU WALL. FINISH EXTERIOR SURFACE WITH 1/2" CEMENT PLASTER. SEE FINISH PLAN FOR INTERIOR FINISH. NALK-IN COOLER BY FOOD SERVICE EQUIPMENT CONTRACTOR. I HOUR PARTITION. 2x6 STUDS AT 16" O.C. WITH 5/8" TYPE "X" GUP5UM BOARD EACH SIDE TO ROOF DECK. CUT AND SEAL AROUND TRU55E5 AS REQUIRED. WALL LEGEND 0 U W Cn W co 1LoN FDATE M w DATE 011 3 C\1 0 ti U DRAWING NUMBER o 00) T- OD Q Z O O w o 0 m Q ca 0F j i O I U VU W V) N z W V N w p p U co t w a z Z z 0 o U n CL d- H 0 0 0 0 cm m m m O 4 U Ffac> 0o XaZ mrOcatrnIn r_ Fe° 8 A $ oRo UgQ a6 v a °_`"~ 000zmW ' o oc W25° o a WO zn33 MMOR" aZi0 id r ZA °Q g @8'aampWF ca TdtT5171 aZV0 'LN- Z08 5§ 01 U a I S- A W. 4fto6 Za % C8 W0 0 a'g la Had ?5UH1111 U W Cn W co 1LoN FDATE 12 21 04 J i/s DATE 011 3 C\1 0 ti U DRAWING NUMBER N 00) T- OD Q O Q ca p C15 D i O U_ U VU OOD ca Z0) 0 N sZ a) v rt U W Cn W co 1LoN FDATE 12 21 04 BY DATE 4/7/05 JOB NO. 0,19-003-02 - DRAWING NUMBER IA2A OF DRAWINGS EOUIPMENT SCHEDULE NO. DESCRIPTION MFR MODEL NO. SIZE W X D X HOT WATER WATER KA517E WATER 6A5 CDNNWTION ELECTRICAL FUR S111 IN Y REMARKS t SANDWICH CASE TRUE TAC -48B 48' X 30 1/8" X W 5/8" wM m U CU 2015-230/60/1 AMPS O O MOIRRIGATIONCONTROLS EVERPURE EV 01437 -10 3411 X 6.5 . 007 W Q Y g U G(, C-70 LOCATED IN ELECTRICAL ROOM BY G.G. t`3 3 COMP. SINK R.J. FABRICATION RJ- 3- 1818 -18 -D q0" x 24" x 44 1/2" O C-70 WITH TWO DRAIN BOARDS BAG IN THE BOX BY VENDOR CL O p BY OWNER O5 WATER HEATER PER PLUMBING PER PLUMBING PER PLUMBING Q Q o o 15/208- 230/60/1, 3PbLE *9 3 CC GCS BY G.C. CASH REGISTER TRUE GDIM -26B 30" X 2q 1/2' X 78 1 7 8 /MP O O BY OWNER t ICE CUBER(5) MANITOWOC QY -0574C r8Nc6!x zF-iE0 ic- i ZOg yWO TT}},{,a ZZ W U 0QWK02v ~y.. O O ON TOP OF DISPENSER; CONDENSER ON ROOF 38 BEVERAGE DISPENSER SERVEND MDH- 402 -20 60" x 30 1/2" x 32 114" p, t9 yZ O Q V Z7d51inv a z 115/60/1 O O BY OWNERqOCOUNTERSVARIESOO SUPPLIED AND INSTALLED BY OWNER. METAL CABINETS, CORIAN COUNTERTOPS 4" BASE t0 ICE CURER HOSHIZAKI KM -qO0 MRH 300 X 27 1/2" X 37 1/2' I 5 AMPS O GG CONDENSER ON ROOF II NOTPCHOCOLATE CURTIS PC DIGITAL CAPPUCCI 11.3" X 10111 X 31.3" 14' FLARf 120v /601-lz O O BY OWNER 12 ICES MACHINE CORNELIUS V4 SERIES Iq" X 36" X 36" O O G.C. TO VERIFY PLUMB. ELEC. REQUIREMENTS13AIRPOTSNEWCOpO Id COFFEE MAKER NEWCO GKFI q 1/2' X Iq' X 23 1/2" 820w/15.2 AMP O O 5 SHELVES PER UNIT (30 S.F.) 15 NOT USED CHROME WIRE 14" DEEP O O SHELVING OVER 3- COMPARTMENT SINKI6NANDSINKKROWNE1-15 -25T 17" x 15" x 13" O C-g,- BY G.C. / REFER TO NOTE 2 TH15 SHEET. 17 MICROWAVE SHARP R -21JV 20 1/2" x 14 3/4' x 12 1/8' 120V 1601-lz O O BY OWNER i8 CONTROLLER AUTOBANK NKL -D8X 21 112" X Iq" X 32" O O BY OWNER Iq GONDOLA GROCERY 5WELVINC. O O BY OWNER 20 END CAP O O BY OWNER 21 CUP / CONE DISPENSER 5OFTSERVE O O BY OWNER 22 NOT DOG ROLLER W/ WARMER STAR 30BBE CHROME 23 314' X 20 5/8" X 12 1/2' 120VAO AMP O O BY OWNER 23 5OFTSERVE TAYLOR 338 26 7/16" X 31 3/16' X 38 3/4" 115/60/1 O O BY OWNER 24 UNDER COUNTER TRASH LEADING EDGE E3600- 1150FD 36" W p O COORDINATE WITH MILL WORK MANUFACTURER 25 COLD LID. HOLDER O p BY OWNER 26 FIRE EXTINGU15HER QUIKSERV Q5T-10195 181x2511x5' 0-0 GG PER FIRE DEPARTMENT REGULATIONS BY G.G. 27 MOP SINK QUIKSERV Q55-812 CG G(, BY G.C. 28 CUP DISPENSER NATIONAL O O BY OWNER 201 VAULT SHELVING ANTHONY PER PLAN PER PLAN O O WHITE, 11 SECTIONS (BY OWNER) VAULT DOORS ANTHONY 101 30 "W X 75 "H O O BY OWNER NOTES: O = OWNER GC = GENERAL CONTRACTOR EQUIPMENT NOTES: I. PLUMBING CONTRACTOR SHALL PROVIDE A 1 112" COLD WATER UNDERGROUND SUPPLY TO THE CAR WASH TUNNEL. CAR WASH EQUIPMENT CONTRACTOR SHALL MAKE ALL GONNECTION5 TO THE CAR WASH EQUIPMENT FROM THAT SUPPLY LINE. 2. PROVIDE BACK FLOW PREVENTION DEVICES AS REQUIRED TO FOOD SERVICE EQUIPMENT. 3. ITEMS 5,8,11 ,12,14,16,22,23,27,29,36,44,45, AND 53 SHALL MEET N5F INTERNATIONAL STANDARDS. 9 EQUIPMENT PLAN M. ELEC C mini loll 40 1 OFFIrp:/ Q g a O ri 0 / 52 \ HALILNAY 18 0 46 35 CASHIER 37 SALES AREA 49 ON ROOF L 20 Iq 20 FEN) : 3 1 1 1 Z O r 1 Illllllllllllllllli 1111111111'111111111 i 0 111111111111111111 / i 1ftJ 1111111111111111111 111111111111111111 1111111111111111111 IIIIIIIIII /tlllllli Illlllllltlllllllll 111111111111111111 / IIIIIIIIi1111111111 1111111111111111111 111111111111111111 / 1111111111111111111 1111.1111"". . WASH EQUIPMENT BY OWNERS CAR EQUIPMENT MANUFACRURER1 SEE CAR WASH DRAWINGS FO- COORDINATION. iii EOUIPMENT SCHEDULE WT WIITHZ ' 6A8 E1.6GTRIGAL FURN. (NSA . REMARKS NO. DESCRIPTION MFR MODEL NO. 51ZE W X D X H WATER WATER CONPGGTION 31 INA"ERINEI ISLA D J 00 DATE GAB o T Z a) (0 00 BY G.G. VARIFY LOCATION WITH OWNER 32 NOT USED 00 O C0 wM m U CU r L9 W X U to M 33 WATER SYSTEM EVERPURE EV 01437 -10 3411 X 6.5 . 007 W Q Y g U SEE SHEET E2, PI, BY OWNER AND INSTALLED BY ONWER. 34 GAS MONITOR* PRINTER VEEDER ROOT TL5 -350 20" X 7' X 11' O CX1 SEE SHEET E2, PROVIDED BY OWNER INSTALLED BY G.G. 35 PRINTER RD READER/ CL O O PROVIDE POWER AND PHONE CONNECTIONS FROZEN FOOD TRUE GDl''1 -48FB 54' X 2q 1/2" X 78 1/ Q Q o o 15/208- 230/60/1, 3PbLE *9 3 p O BY OWNER 368 ICE MERCHANDIZER TRUE GDIM -26B 30" X 2q 1/2' X 78 1 7 8 /MP O O BY OWNER 37 ATM r8Nc6!x zF-iE0 ic- i ZOg yWO TT}},{,a ZZ W U 0QWK02v ~y.. O O PROVIDE POWER AND PHONE CONNECTIONS 38 TR A ASRECEPTACLE I o dm u o 960 S3Q6 1 1 , p, t9 yZ O Q V Z7d51inv a z p O BY OWNER 301 OFFICE DESK H23 O O BY OWNER SECURITY SYSTEM O p MONITOR d VCR UNITS 4 CAMERAS BY OWNER QI R1E'TAILINFORMATIO T.B.D. O O BY OWNER 42 4 DOORWALL HEADER NATIONAL COOLER 24739010® WIG 20' -7' X 32'-6 1/2' X q'-0' O O G.C. TO VERIFY PLUMB. ELEC. REQUIREMENTS 43 NOT USED BACKROOM SHELVING TITAN GREEN EPDXY WI 48 "x18 "x72" O O 5 SHELVES PER UNIT (30 S.F.) 448 SHELVING CHROME WIRE 14" DEEP O O SHELVING OVER 3- COMPARTMENT SINK 45 VAULT STORAGE SHELVING TITAN VARIES VARIE5 O O BY OWNER LOTTO MACHINE O 0 BY OWNER 47 CG2 TANK O O BY OWNER d8 0 COUPLING G(, C-4 BY G.G. 401 ICE CURER COND. O GG BY OWNER (ON ROOF) (INSTALLED BY G.G.) 50 ICE FREEZER COND. O GG BY OWNER (ON ROOF) (INSTALLED BY G.C.) 51A W1 CONDENSER LEER REFRIGERATOR HEATCRAFT MON -05OD7 60 AMP O GG BY OWNER (ON ROOF) (INSTALLED BY G.C.) 518 WI COOL R REFRIGERATOR COIL LARKIN LCA( -135 115/60/1 O C-4 BY OWNER (INSTALLED BY G.G.) 52 AIR CURTAINS LEADING EDGE E3600- 1150FD 36" W G(, C-4 BY G.G. 53 NOT USED PA55 THROUGH DRAWER QUIKSERV Q5T-10195 181x2511x5' CC BY G.G. QB TRANSACTION SHELF QUIKSERV Q55-812 C-4 C-4 BY G.G. 55 COOLER NATIONAL O p BY OWNER 56 57 MRA &ING/ NEWSPAPER AIR COMPRESSOR PER PLAN PER PLAN O O p CSC. PROVIDE AND INSTALL BY OWNER G.C. TO PROVIDE COPPER LINE FROM COMPRESSOR TO AIR /WATER UNIT 56 I J 33 34 II 0 O 30 42 JF' F SSA ON RO 201 55 30 45 29 45 WALK -IN COOLER 51B 26 RE5TAURANT FURNITURE AND EQUIPMENT BY OTHERS III I' I I I L - -J PROVIDE CONC. FOUNDATIONS FOR CAR WASH EQUIPMENT. COORDINATE WITH CAR WASH EQUIPMENT MANUFACTURER. 52 r-1 r1 L L J PROVIDE FOOTINGS FOR CLEARANCE BARS OVER DRIVE AISLE. SEE CAR WASH EQUIPMENT MANUFACTURER FOR REQUIREMENTS AND LOCATION. APPROVED FOR PERMIT ISSUANCESCOTTFAZEKAS $ ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinanceAuthorizationisherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to givehoritytoviolateorcanceltheprovisionsofsuchcoesshallbevalid. 0 4 8 SCALE RE f SCALE 1/4 " -1' -0` 1 7 Few-- DATE SMG J 00 DATE GAB o T Z a) (0 00 m N j C OF DRAWINGS 0 00 O C0 wM m U CU r L9 W X U to M z U) Y w rn N 007 W Q Y g U w C-) o z z 0 w V) CL Q i o Q Q o o 0 0 m m C3 m Ca O Z m r8Nc6!x zF-iE0 ic- i ZOg yWO TT}},{,a ZZ W U 0QWK02v ~y.. a Wogg g12§63 s o dm u o 960 S3Q6 1 1 , tJ Jp, t9 yZ O Q V Z7d51inv a z X00 -p0 Z Wri5 Wy FO 2`Tr/4f/ ii i 4 Hai d rrcc ax H23 Few-- DATE SMG J 00 DATE GAB o T a) (0 00 0) 1 DRAWING NUMBER C OF DRAWINGS 0 O ELL co C0 N 0 n-. oD tD U CU r L9Cn E 0 co cts 0 CU rn N 007 u r b Few-- DATE SMG 1/13/05 CHECKED BY DATE GAB gi JOB NO. M--02-04 DRAWING NUMBER A2.2 OF DRAWINGS co 8 U U DRAWN BY DATE SMG 1/13/05 CHECKED BY DATE GAB 4/7/05 JOB NO. M--02-04 DRAWING NUMBER A2.2 OF DRAWINGS 6-08 AFT AND ON MOP 51NK 51DE OF LOW PARTITION WALL. CARWASH FLOOR FINISH PLAN I SCALE: 1/4' °1' -0" l 8 FINISH SCHEDULE U MARK MATERIAL MANUFACTURER NOTE5 Al! F1 CONCRETE FLOOR ® SCOFIELD, CS -15 ANTIQUE AMBER T 00)0) CO c F2 CONCRETE FLOOR`' SCOFIELD, CS -16 FADED TERA COTTA U L-_ Ca U F3 CONCRETE FLOOR SCOFIELD, CLEAR SEALER 0) F4 o N 0) u NOT USED F5 VCT ( ARMSTRONG, STANDARD EXCELON, L—L-1—J IMPERIAL TEXTURE, #51803 PEARL WHITE F6 TILE DALTILE, KEYSTONE MOSAIC 1x1' FLOORING PATERN #2005 D137 CANVAS 11 035 AUMOND 89% F7 TILE DALTILE MAPEIKER 200 SERIES #37. DIABLO RED TERRA COTTA UNPOLISHED, 6'x V USE DAYTON SUPERIOR SURE HARD (J -17) F8 EPDXY SEALER DAYTON SUPERIOR CONCRETE PENETRATING 5EALER Fg EPDXY SEALER DAYTON SUPERIOR USE DAYTON SUPERIOR SURE WARD 0-17) CONCRETE PENETRATING SEALER NOTE: ALL GROUT 15 MAPEI #10 BLACK U.N.O. B1 RIBBER ARMSTRONG 4" RUBBER BASE, 60 JET BLACK w B2 TILE DALTILE, SIERRA 5ME5, 1525 P -36m 6"x8' ROUND TOP A5PEN INTEGRATED COVE BASE B3 TILE DALTILE, 5I3ZIE5, t500 E TOP RANIER IIN1E6RATFD B4 TILE DALTILE MAPEIKER 200 5ERIE5 #37. P -368% OW (ROUND TOP) DIABLO RED BY W1 PAINT ON GYP. HOARD DUNN EDWARDS, DE6157 BISQUE TAN FIELD COLOR appl hereLRV61 W2 PAINT ON GYP. HOARD DUNN EDWARDS, DE617q OAK appr HARBOR, LRV 44 Tho I W3 PAINT ON GYP. HOARD DUNN EDWARDS, DE6200 HANDWOVEN appr pern iLRV38 W4 6x6 WALL TILE DALTILE SEMI -GLOSS SEMI- GLOSS. auth 1452 CYPRESS 800) 411 -2451 code W5 6x6 WALL TILE DALTILE SEMI-GLO55 SEMI- GLOS5. X114 DESERT GREY 800) 411 -2451 W6 6x6 WALL TILE DALTILE SEMI - -GLOSS 5EM1- GLO55. KI65 ALMOND 800) 411 -2451 O 6x6 WALL TILE DALTILE SEMI - -GLOSS 0137 CANVAS SEMI- GLO55. BOO) 411 -2451 FRP BOARD NUBO PRODUCTS VV8 LP- FP -FROgO C1 2'x4' S.A.T. U5G "CLEAN ROOM CLIMA PLUS' 1C80 #ER -Ig3q TILE, 1905 GRID CLASS 100 CEILINGS MODEL 5609q J C2 PAINT ON GYP. BOARD PPG #215-1 ACCOLADE LRV V C3 SMOOTH FINISH STUCCO WHITE ENLARGED WOMENS TOILET FLOOR FINISH PLAN ' ° -0' (19) ENLARGED M ENS TOILET FLOOR FINISH PLAN i' "-0' 9 FINISH SCHEDULE KEYNOTES ALUM. THRESHOLD BY PEMKO OR EQUAL (SEE NDWRE. SPECS). SET IN FULL BED OF CAULK N V FLOOR TILE p MORTAR BED v FLOOR SLAB D. 0 in.1 TILE THRESHOLD SCALE: HALF 2 CEMENTITIOU5 BACKER WALL TILE FLAT TOP INTEGRATED TILE COVE BASE SCHEDULED FLOOR TILE OVER CONCRETE SLAB. WALL TILE INSTALLATION PER TCA W244 -03 FLOOR TILE INSTALLATION PER TGA F1310 -03 TCA - TILE COUNCIL OF AMERICA) SCALE: F ALF (_31COVEBASE APPROVED FOR PERMIT IS' 'DANCE SCOTT FAZEKAS 8 AS 'OCIATES, INC. OAT plans have been review .d for adherence to the able codes and ordina ice. Authorization is y grantees to issue a b idding permit pending al by all applicable City a jencies. ssuance or granting c I a permit based on ral of these plans shay not be cor.5srued to I or approve any viola ion of the applicable or ordnance. No per it presumed to give ity to violate or cancel he provisions of such shall be valid. W U OU 9 z °° O J OmIYi cn w N U m _ W to U) W U w Q LLJ CL- v U g v W CL Z w a Z U O o o! a k a o 0 0 m m m m M z a U NQ5Km Fiw y W WZo WWo 8g2yZj # 724K 1 ON F_ v z °$,,, per WSUw U ME mpg O } ZU7QKV 4ay. W5U F= o m`k' W k''o W aa m Ii'f AU ° < ag ' SW1 -Bp v8 0+ Faa Z41 kFZ 0- .. wig d1u=a I iE;z I j U O N O 0 T CD Al! 000 U T 00)0) CO c 0 0-- C ILC o tD U L-_ Ca U r L9C E ZE 0) cfl co o N 0) u SUBSTRATE PER WALL SCHEDULE. BULLNOSE TOP INTEGRATED TILE COVE BASE SCHEDULED FLOOR TILE OVER CONCRETE SLAB. FLOOR TILE INSTALLATION PER TCA F1510 -03 U COVE BASE SCALE: HALF L1 C co r U Uz aa C11) U Uot: N FLOOR TILE INSTALLATION PER TCA F1510 -03 COVE BASE SCALE: HALF L1 NORTH -EAST ELEVATION NORTH -WEST ELEVATION 2 CL r c d T CC Q z z C a LL u a L C U C C if cc r a C dC n C Cc a M 0 City Of Lake Elsinore Planning Division Approval IVA APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. DATE plans have been reviewed for adherence to the able codes and ordinance. Authcrization is t granted to issue a building permit pendingalbyallapplicableCityagencies. suance or granting of a permit based on al of these plans shall not be construed to r. . •. or approve any violation of the applicablecodesorordinance. No permit presumed to give authority to violate or cancel the provisions of suchcodesshallbevalid. SCALE: 1/4'=I'-O" 1 2 SCALE : 1 /4 " =1' -0' ( 4, MATERIAL DESCRIPTION - FINISH DESCRIPTION R t 1. EXTERIOR CEMENT PLASTER p 2.,-TENANT,,, SINAGE :,_ 1\) 3. CEMENT ROOF TILE - US TILE EAGLE VERIFY BLEND 4. DECORATIVE STONE VENEER CORONADO STONE, MOUNTAIN SUNSET 5. LIGHT FIXTURE 6. ALUMINUM STOREFRONT: ARCADIA, INC. AG451 SERIES, DARK BRONZE ANODIZED 7. SHAPED ROUGH SAWN RAFTER TAIL 8. STEEL DOOR 9. ALUMINUM WINDOW W/ NIGHT DROP BELOW 10. TREWS WITH VINES 11. REMOVABLE METAL PANEL 12. ACM PANEL 13. LIGHT FIXTURE - WALL PACK 14. 15. 16. 17. A. PAINT - ICI CENTURY BROWN, 322 B. PAINT - FRAZEE SEPTEMBER LEAF, 7744M C. PAINT - FRAZEE NATURAL BISQUE, CW053W D. PAINT - FRAZEE HERBIVORE , 8173M EXTERIOR FINISH SCHEDULE I 5 11 V I, 9Ww W J C\I N W U O oU n J co z z C Z p m EQ- F- C: CU w< 2U O 0 Q o I Y m ca D oCO j:j a- Cy M zO U W Y r L W 0 W m w U= z U c0 cis Y W o! O Y JQ a z 0 U L p a Z U 0 U W p a o_ V) I - U-3 Lei u'j C=) 0 0 M CR m m OR C; 0 C7 C- O a U W0Mz >-0W 2>-6(6L'WW g°do °wZ a oo11110 aov Mg U o-go a Q Z I gU_ iODfl~ 81-<0360 0-5j ZZ ZZq W~ za.Nzi5 gZ 0 R0 a 40 W Sptt}iad n z00:5 6amowW 4~ 5S ii° azz jy wwa gy a ow U UO1- 6 Z p e o W Z i O maw rc=o ei±S 3 8 1,° 11 V I, 12/21/04 CHECKED BY W J C\I N W U O 1'-- U 3 O co z j lA C 00 Q T O Q C: CU w< 2U I-- Q5®Q Q 0 6 c L.L ca D oCO U) L - -CO U sca U r L E z rn c0 cis 6 j N 25 W 0 it DRAWN BY V SG 12/21/04 CHECKED BY W GAB 4/7/05 JOB N 0. W DRAWING NUMBER rte. O OF DRAWINGS W F z j lA co >,, fn Q U w< 2U I-- Q5®Q Q wU Q cio Q N= it DRAWN BY DATE SG 12/21/04 CHECKED BY DATE GAB 4/7/05 JOB N 0. 02-04 DRAWING NUMBER A3. OF DRAWINGS 1 1 1 1 10 4 1 1 1 B D D B- B B D B 221 Da t 7 it f ` t t r a r A f' F l• r Ff % trAfr- r r' r • 1r' r r i i r rr - r ly f - r i i i I i yt f t t i T NEENEEN U W SG cn Lb w 5 o JOB NO. MENEEME DRAWING NUMBER TM' W W o C> J NEEMENE U Z O 3 m ENEMIES Q co U a 0 O J t I. k ti l y ti 1 t } y i i i I i yt f t t i T NEENEEN U W SG cn Lb w 5 o JOB NO. MENEEME DRAWING NUMBER TM' W W o C> J NEEMENE U Z O 3 m ENEMIES Q co U a 0 O J I Y m cn E'er iY U g m 7 t S rt i L r :i i i i E r - a E k- ti IL I fi 7 Q SOUTH - WEST ELEVATION SCALE: 1/4"=l'-O' 2 1 1 1 1 8\ /4\ 1 7 3 /6\ 3 2 1 B D D B B B TYP. B 261 -61 3 a if 3 t i4 I t ! t - t 221 -00 , c if S I j ' ji '. I i ' I t ' - ! ! f . I I - i ' - 1' . } ; • i 1 ; , 1 i E t I t £ 1 I I I I I I I I I I I I 1' III I III 1 III I I I I 1' III 1 III I I I II Ill I I III. I (I II III 1 I II III I I II III 1 I II 111 1 I (1 Ili I I II III I I I III 1 I II III I I - 1 I I I I I 1 I I I I I I I I I I I I I I I I Noo, I II III II 1 III I I II III 1 I II III I II II III I I II III 1 II II Ill 1 I II III I I I Ill 1 I II III I I II Iti 1 I II I (} ' 1 City Of Lake Elsinore ' I I I I1 ' I 1 I 1 ' I I I I I I 'I ' I I Planning Division Approval /s vi o Approved By: oop h:' f jz 1i[e: Clearance 7.6" APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE ik r .. . . •, ,, Theheresb e plans n thave t o been u reviewed id for r• r ade h ermrel nt ce e tn o d tin h e ap piOPENleablecodesandordinanceAuthorizationis Y 3 I r > Y t s i.., f r • -- 't f ---_ ` ; t< appr oval y all applicable City agencies. r I t r 411 x 1 11 t , or granting f permit based on5 • The issuance a o aesu Pr - 9 9 mow , approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. SOUTH - EAST ELEVATION 4 SCALES 1/4 " ®1' -OA MATERIAL DESCRIPTION FINISH DESCRIPTION 1 1. EXTERIOR CEMENT PLASTER 2. ?NA IT SIGNAGEs g L1\ '' 3. CEMENT ROOF /TILE - U TILE A. PAINT - ICI a EAGLE VERIFY BLEND CENTURY BROWN, 322 o a 4. DECORATIVE STONE VENEER B. PAINT - FRAZEE LO CORONADO STONE, MOUNTAIN SUNSET SEPTEMBER LEAF, 7744M 0 0 Q 5. LIGHT FIXTURE G. PAd NT. FRAZEE NOT USED 6. ALUMINUM STOREFRONT: ARCADIA, INC. 3 AG451 SERIES, DARK BRONZE ANODIZED D. PAINT - FRAZEE Z 7. SHAPED ROUGH SAWN RAFTER TAIL HERBIVORE , 8173M 0 Q 8. STEEL DOOR w 9. ALUMINUM WINDOW W/ NIGHT DROP BELOW J N 10. TREWS WITH VINES Q 11. REMOVABLE METAL PANEL 12. ACM PANEL 0 13. LIGHT FIXTURE - WALL PACK 0 14. 15. 16. v 17. Nt0 M EXTERIOR FINISH SCHEDULE 5 C) 0 0) MO U W SG cn Lb w 5 o JOB NO. 11 DRAWING NUMBER TM' W W o C> J r coU Z O 3 m Q co U a 0 O J o I I Y m cn E'er iY U g m rt i L r :i i i i E r - a E k- ti IL I fi 7 Q SOUTH - WEST ELEVATION SCALE: 1/4"=l'-O' 2 1 1 1 1 8\ /4\ 1 7 3 /6\ 3 2 1 B D D B B B TYP. B 261 -61 3 a if 3 t i4 I t ! t - t 221 -00 , c if S I j ' ji '. I i ' I t ' - ! ! f . I I - i ' - 1' . } ; • i 1 ; , 1 i E t I t £ 1 I I I I I I I I I I I I 1' III I III 1 III I I I I 1' III 1 III I I I II Ill I I III. I (I II III 1 I II III I I II III 1 I II 111 1 I (1 Ili I I II III I I I III 1 I II III I I - 1 I I I I I 1 I I I I I I I I I I I I I I I I Noo, I II III II 1 III I I II III 1 I II III I II II III I I II III 1 II II Ill 1 I II III I I I Ill 1 I II III I I II Iti 1 I II I (} ' 1 City Of Lake Elsinore ' I I I I1 ' I 1 I 1 ' I I I I I I 'I ' I I Planning Division Approval /s vi o Approved By: oop h:' f jz 1i[e: Clearance 7.6" APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE ik r .. . . •, ,, Theheresbe plans n thave t o been u reviewed id for r• r ade h ermrel nt ce e tn o d tin h e ap piOPENleablecodesandordinanceAuthorizationis Y 3 I r > Y t s i.., f r • -- 't f ---_ ` ; t< appr oval y all applicable City agencies. r I t r 411 x 1 11 t , or granting f permit based on5 • The issuance a o aesu Pr - 9 9 mow , approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. SOUTH - EAST ELEVATION 4 SCALES 1/4 " ®1' -OA MATERIAL DESCRIPTION FINISH DESCRIPTION 1 1. EXTERIOR CEMENT PLASTER 2. ?NA IT SIGNAGEs g L1\ '' 3. CEMENT ROOF /TILE - U TILE A. PAINT - ICI a EAGLE VERIFY BLEND CENTURY BROWN, 322 o a 4. DECORATIVE STONE VENEER B. PAINT - FRAZEE LO CORONADO STONE, MOUNTAIN SUNSET SEPTEMBER LEAF, 7744M 0 0 Q 5. LIGHT FIXTURE G. PAd NT. FRAZEE NOT USED 6. ALUMINUM STOREFRONT: ARCADIA, INC. 3 AG451 SERIES, DARK BRONZE ANODIZED D. PAINT - FRAZEE Z 7. SHAPED ROUGH SAWN RAFTER TAIL HERBIVORE , 8173M 0 Q 8. STEEL DOOR w 9. ALUMINUM WINDOW W/ NIGHT DROP BELOW J N 10. TREWS WITH VINES Q 11. REMOVABLE METAL PANEL 12. ACM PANEL 0 13. LIGHT FIXTURE - WALL PACK 0 14. 15. 16. v 17. Nt0 M EXTERIOR FINISH SCHEDULE 5 C) 0 0) MO CL U W SG cn Lb w 5 o JOB NO. 11 DRAWING NUMBER TM' W W o C> J r coU Z O 3 m Q co U a 0 O J o I I Y m cn U g m V) W Y U w CC) j W U ce- Z U C TU L9 d V W C5 Y CL QZ ZVJ CO U 0 N 3 0) Z 0 U M Ld F=- Lj Q O O O Q O O o 00O m Q Q Q Q Q W W 2 WR ivO oW6 *3XOW 6SW1aiioOd F-00(Z0R6 ZNyyyop Sa. W JcyUV <.. ZZl N m 6 OWNZO 7/1=0 au CL5 F.6 W pg, F W—OvC6F F-53. S,ZZg6Z - nRRd 8Z Qn 4605 157imv °W6 Ff_`'' viz WK Utj o o HZ 0xo z jimmap56 °r 0NU ccm Z 1-- ° 11:Q OC3taSWZFSi i`OOOG` CL U W SG co CHECKED BY GAB o JOB NO. 11 DRAWING NUMBER TM' W W o W 1- O C CD rcoU U C Q co U a E T O Q O O 0 0 LL cZ 0 CC) U^^ V! !t= CD U Co T- C TU L9N E 70 ZVJCO W 1 j N 3 0) v DRAWN BY U W SG co CHECKED BY GAB DATE 4/7/05 JOB NO. 11 DRAWING NUMBER TM' W W OF DRAWINGS mood W 1- AVJ W W V Q V U YT Ili a ZU co U a Qa Q DRAWN BY DATE SG 12/21/04 CHECKED BY GAB DATE 4/7/05 JOB NO. 0397003-02-W DRAWING NUMBER TM' A362 OF DRAWINGS mood 1 3 1 4 1 E E B I I I I I I I I I I I I I I I I I I I I I I I I I I 25'-0' TOP OF CANOPY 171 I III II I I I III II I I I III II 11 I III II I I I III II 11 I III II 1 1 III II I I I III II I I I III II 11 I III II 11 I III II 11 I III II 11 1 I II 1 I 1 1 II III I I I II III I I I II III I I I II III I I I II III I I I II III I I I II 14 I I I II III I I I II III I I I II III I I I II III I I I II III I I I II III I I 12 II I " I I II ' I I I I ' I II IIIdlY " ' I ' 5 II I) II I III II I I I III II 11 1 III II 11 I III II 11 I III II 11 I III II 11 I Ilf II 11 III II 11 I III II 11 I III II 11 I dl II II 1 dl II 11 1 111 11 11 I III II 11 I I II III I I I II III I I I II III I I I II III I I I II III I I I II III I II 11 1111 'Ill 11 !Ill,' 'Ill 11 II 111 111111 II III 111111 II III 'Ill 11 II III 11 II II III I 11 II A Ili II II I I ' I I I I I I I '' 11 II I I I' II I I I' I1 I' I I' II I '' I I' II I' II I' ' " 21-0„ I I I I I I I I I I 1-1- 21111, 111 I I I I I I 1 I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I! 11 , I6' -6' CLEARANCE 2 1 t rt n ^ 1 0' -0' NORTH - EAST CANOPY ELEVATION SCALE: 1/494 -09 4 1 3 1 1 E E B City Of Lake Elsinore planning Division Approval 25' -0' TOP OF CANOPY Approved By: I I I I I I I illifil I I Pli il I I Fli 11 I I I I I I I I I I I I I 1 I I I I tIIIIIllI1IIIIllI ( " I I I I I I I I I I I I I 1 1 I 1 1 1 l l 1 1 I d l I I I 1 I I I I I I I 1 I I I I ) 1 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I 1 1 I 1 I I I I I I I 1 I I I I I I I I I I I I I I I 1 1 I ! I I I I I I I I l y I I I I I j 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I 1 1 1 II III 1 1111 "I'll 11111 I'll" I 'I "I'll 111 11 11,111 1 1 12 CLEARANCE 51GN: 6" HIGH 4 50" WIDE BY G.G. I I' I I' I I '' I I' 1I Ill I ' gate: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 51II111111II11tillIII11111III11111II1) 1111 II II Iill II I1 1III II 11 1III 1111 1111 II I1 "III !III 1III II I1 1III II 11 IIII II II 1111 II I1 1111 II I II II IllI II II IllI II II Ill1 11 II IIII (III [Ill 11 II h,' 111111 II " 111111 (1 h,' 'Ill 11 II 1111 11 II dll II "I'll Ill 11 II 1111 Ill 11 II 1111 11 II III II II II II I'" '[Ili Lill I I I 11 I I 21 " -0' Chevron" SIGN ON BLUE ACN PANEL BY OTHERS. Chevron = APPROVED ( 3 "Chevron" SIGN ON WHITE ACN PANEL BY OTHERS. FOR PERMIT ISSUANCE 16' -6' CLEARANCE SCOTT FAZEKAS & ASSOCIATES. INC. BY DATE These plans have been reviewed for adherer re to the 3 applicable codes and ordinance Aurior at,on is hereby grarted to issue a building permit pending k approval by all applicable City agencies. Lam / A y The issuance or granting of a permit t 3sed on approval of these plans shall not be con trued to permit or approve any violation of the a liplicable codes or ordinance. No permit presume ( to give (' authority to violate or cancel the provision of SiGN /, VIE LEGEND 3Codesshallbevalid. !'1 t r,_ , . MATERIAL DESCRIPTION FINISH DESCRIPTION z,.. r I 1. EXTERIOR CEMENT PLASTER v`r' 0, -0," 2. _,TENANT SIGNAGE T F 00 1 3 CEMENT ROOF TILE - US TILE A. PAINT - ICI EAGLE - VERIFY BLEND CENTURY BROWN, 322 0 4 DECORATIVE' STONE VENEER ... f B PAINT - FRAZEE O J N N O I"- Cf) O L U O j 00 Q r O O i O O p OV .F U- tz CD O aD U) —L-- CO U c15 U) If V u cz Z c rn tD ` 0) CM 0 v U W 0 J v z j t6 1.' i Q H Q ®(~ a Qaa Ua2 w:CU DRAWN BY DATE CORONADO STONE, MOUNTAIN SUNSET SEPTEMBER LEAF, 7744M t•i-I DATE GAB 4/7/05 5. LIGHT FIXTURE C. PAINT - FRAZEEz M o U Q6. J NATURAL BISQUE, CW053WALUMINUMSTOREFRONT: ARCADIA, INC. z AG451 SERIES, DARK BRONZE ANODIZED D. PAINT - FRAZEE J III HERBIVORE , 8173M7. SHAPED ROUGH SAWN RAFTER TAIL z 0 o I 8. STEEL DOOR E. PAINT -BLUE FACIA S) PAINT GREY ACCENT ( PER CHEVRON STANDARDS) 9. ALUMINUM WINDOW W/ NIGHT DROP BELOW U Z0 w Yw 10. TRELLIS WITH VINES t z 11. REMOVABLE PANEL L) 12, ACM PANEL U 0 L) Z 13. LIGHT FIXTURE -WALL PACK 14. W U p LL 0 15. c co p 16 U 17. a N H 0 SOUTH - EAST CANOPY ELEVATION SCALE: U4. =r -0, 8 EXTERIOR FINISH SCHEDULE 40 O J N N O I"- Cf) O L U O j 00 Q r O O i O O p OV .F U- tz CD O aD U) —L-- CO U c15 U) If V u cz Z c rn tD ` 0) CM 0 v U W 0 J v z j t6 1.' i Q H Q ®(~ a Qaa Ua2 w:CU DRAWN BY DATE SG z t•i-I DATE GAB 4/7/05 JOB NO. 039-M-02-04 DRAWING NUMBER M o U V) J z O 0 o I I Y M n 0° Z0 w Yw U Z co W U p LL Z Z O W p W a N H a O a I= a o o m m m m m c cD c-o ca Q U N°Zaz> ` 60> m-8 Lii.WW NQKmrW<WWW,,,WW Be) wo K OO I a-- O Ii 952,1mV W BUILDING SECTION BUILDING SECTION m i i i IS'_bu TOP OF 514EATWING 0' -0" FINISH FLOOR 26' -6u l 26' -6u TOP OF SHEATHING 0' -0u FIN15H FLOOR 22' -0' TOP OF PARAPET TOP OF PARAPET SCALE :1 /4V =1' -0° ( 2 SCALE: 11,W=1'-O" { APPROVED FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. AL,thorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstlUedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. O !D, rG U 1 L - Ll 63 >1 "a Wzo iWlip Mea n , - REP; REP; r a ° v Td o1do tTS o v -o' aa0 :30W BXFW dZ00A 15 =- -qffigp-5 0 Vktir7vi gea nd NOW Z F- °0 Zaa8t4i2/ pa.. ZZFCO3UUWFN <O I J a w BY O O L U NCO co 3.4 DRAWINGS C Q r O 0 C U) O . O U- CO U n = CU V CO r LO c z : rn z o m Ja 0) o 0 I i m U w m U 1WU Y U w a z U Z I 0, CL f) Q O N m m Cn s C; C.!i C-D O !D, r G U 1 L - Ll 63 >1 "a Wzo iWlip Mea n , - REP; REP; r a ° v Td o1do tTS o v -o' aa0 :30W BXFW dZ00A 15 =- -qffigp-5 0 Vktir7vi gea nd NOWZ F- °0 Zaa8t4i2/ pa.. ZZFCO3UUWFN <O I J a J n BY O O L U NCO co 3.4 DRAWINGS C Q r O 0 C p t O . O U- CO U n = CU V CO r LO c z : rn C0 0) Ah V Wf 9 C% a 1 15 05 BY DATE 4/7/05 02 NUMBERF3.4 DRAWINGS 9 C% DATE 1 15 05 BY DATE 4/7/05 02 NUMBERF3.4 DRAWINGS I TE M zUj O DATE GAB 4/7/05 co 0 -02-04 O NEW CONSTRUCTION KEYNOTES M O V J z LLJ 3 m g 1 N_ 1.16 LiNE OF WALL BEYOND O oJO1m a_ I W C) 3 CONCRETE 0 w W U Y Ld z U 3.1 CONCRETE FOOTING PER STRUCTURAL DRAWINGS 110 LLI zz 3.2 CONCRETE FLOOR SLAB PER STRUCTURAL DRAWINGS z O U o 3.11 CONCRETE WALK(S). SEE CIVIL DWG's. IL CL V) a Lw- 4 MASONRY a Q 0 toC Co. 0 000 4.12 a" CMU WALL. SEE STRUCTURAL. m Cc m m m 5 METALS 5.20 10 GA.METAL INFILL PANNEL. PAINT FINISH. WELD c c ca Oz Q U ALL CONNECTIONS. GRIND SMOOTH EXPOSED WELDS. nQ Km iWQ'+' QW; w w PROVIDE INTERNAL 10 GA. 'C" VERTICAL STIFFINERS a v c)a °z Wo °rZ4Z- UOU frZmppccO& s'u"it ZzvgVK%v" rn"ya 59PWR6 z6iSER mQI ffi60gqIi5l! . 5 EL)i5aUfiOgDw AT QUARTER POINTS. pCOr13 N2o0 R6w- aflRpF-3 9RyZ3f62- -95 idRo aazd <F c°ii yO F• 5••••ZN NZpWU U WFy- `3W epZiJ pOpp a VO" § x015 -4o =WQ < FF 5.43 V4" THICK BENT PLATE FRAME AROUND OPENING. 36j(A ZZZ 555 Qd °°c °ma WVmd- Z_$aW WW p v 5,49 PROVIDE INTERNAL 3x3x1/4" STEEL ANGLES FOR ATTACHMENT OF INFILL PANEL. 6 WOOD AND PLASTIC 6.9 2x6 WOOD STUD FURRING. i THERMAL AND MOISTURE PROTECTION 1.1 ROOF DRAIN W/ SEPARATE OVERFLOW DRAIN 1.16 LIQUID APPLIED BELOW GRADE WATER PROOFING. TREMPROOF 260 BY TREMCO. INSTALL WITH PROTECTION DOARD PER MANUFACTURES INSTRUCTIONS. 9 FINISHES 9.14 V2" STUCCO OVER MASONARY. 9.36 FIBERGLASS REINFORCED PANEL 15 MECHANICAL 5.1 4" DiA. PERFERATED PIPE TO DAYLIGHT. 13 A8.2 wzkzk, 13 A8.2 mum wamiuv, 13 A8.2 won No maw*4 6ET IN 6' GRAVEL. It3'_( or 18' -6" TOP OF 22' - Or TOP OF TALL lt3' -io" TOP OF TOP OF PARAPET f PARAPET PARAPET PARAPT i 49 104 sue .:,: ' ` r t' 1.16 i 7.7 If 3 9.14 i 9.14 a,. _ y 1•` - 9.14 SLOPE 1/4' / 120 - -- I e L I I 4.12 i 4.12 1 i G r i i j KEYNOTES 2 i i I , 10' -011 I 4 TOP OF OPENING 5.43 I I 5.20 it I I i JAMBI I SECTION 5.49 I f f 9.36 I i TOP OF I 411 OPENING I 1 3.17 6.9 5.43 j 1 i i`s } ii r I 1 ii '1 11 , ,,r - s I! t tl,'`I'l l:j. T !'j !1 I. J 4 i r,. , I 1 i r_" l _.s- -n... 7-' I , I , F, sti jl 1 111 (, 1{ I I I_ i• lI I i-,s . If e 1 ;. v =I itr 14i I,. ! t EI i t( I;1 EjI,,.SIw iT` X11` i i t i "I U 4. ! { L ! t! S: FOR pAPPROVEDERMiTISSUANCESCOTTFAZEKASASSOCIATES, I ! 1 r 4 INC. I '1 *, 11" i - BY DATEi;_ it lii_ifl ; -i 3.2 i These pi a ns hhave been reviewe el" PPlicab hereb d for a dhecodesand enre to theordinance l i y g approval anted to issue a A th oriza'fon isbuildin 3.2 3.2 0' -0" 3.2 15.1 ii' !i ,l }ii l €ii'` +01 Oil m !t s I / - i 13 !3, 1 0' T issu all applicable City 9 permit pendingagencies. nceCON. STORE F.F. I! !1L I, CON• F.F. lfl= 1' O" CON. STORE or granting of a P Permit based onathesefansshall Y it or not be , approve an cores. rued u d- ,.. Ilii r', } i, il I i III -0' -8" i; }._, - ilk i TOP OF ri -i1 i.= :r 1-, _ - I I- ,i-;!' Iii! -'` t i1ti1,r -" ' -,1 =: a1 - -"s i-=-I I I ='i i!i =',i iii I, !!` r 1 ITiiTi " T -, fill €i CodesF.F. or authority t codes y violation to rdinance. No of the appilcable violate Permit presumed to valid. or cancel the provisions of give such r: ° TOP OF k -Il ;li._..,,i ,r._ I '>; I,l i. rlI i !Ic, .F14 ;!-- 11, ^;1F =,; _ ! ,; iL 1,_,I ; ;fib liE- i! ! 4 . - Q . • , ; e, . i : .. yI t ,..._.... ,___ _..! } -.. - qIi a ,_.. :_ _ : -_- ' _._. e. .._._. ___ ,_._.. _._. _ 1 , S - ._.....• ___ - ...... , 1_._,. I - 1., SLAB I ,- €,. v , - s .: -, • !._ tl - - i I_t -- .I:, i; . - -_ ... ._.._ ..__:- __. € , ,. r .: ! • __ _"'- ' t..- ! _ !(.-; °F fii ! : i•_...I . ;._. , -_. { I _.} ...; ; i , . , _ .'-1 f f _.,e , : t __ . _ T = _._t'' . T r, , 1 . ! i, s - -_ I SLABI _I i ;nl - -I I iT., i.it- t -_ i '.`._ E1 ,i i..._. I! .. - (1,- -..11ist..T. ,._.. =1 .rL i .- n - -sL_ r' 1 11F-1' },-_: !IrlI _)!i= 1!! -ilr 1 I - - -1 1 : =1 I i_ 1-i i Y.. - - I : - ,-- . I- -.: ! i. lei! . (! a _i i s 1-; i 1 I ! '__ i ,___ ! I "_ 1 i 1 ' 1 • I- i r,- !!i !I i 1 '--+ ; ! -: , _', 1T. .. - r --ff1 -i ' 1 1-' iI- I111, . I ; . i i_.._I,. :.__. , ___... ry : i'?, , , h_ r -_! 1- . t + l € _! cr! :.•.. 3,, t i- a • _, I . I; f t , tom_. I -_ -.; !_. !._ ,:.._ ,_. -=11 _._,, -__ ___ .';__{!'._ ,,_. €,L_- L_.,I,._II ,L.__ {i, i I _ i ,-i! i i t1 -- i' 1` _ I - - :. i1=- •,I -.- J'I iib 1 i I ; 1- . 1 I--=; ti . i1 -: { : ` r i; =' '=+ .- ! !r ' I i -I 1 . l_-, ' I- ilk-= i - -i!.- III ,1 =I . 1• ._. a z• 1••• 1 ,_ I._.,,..- I .,.! „_._..1 r, ` ! - 11: - -+ :_4 ; -. - I t W !' ` 1 !,._. , _ ` i.._i 3 , - I'= I( -'".:f I i (I 1. i ,= =,, ! i= : - ` _ , I_,.. 1 : =1 w 1i - J ! 1_.... II!= :lil`.il {.:..II) II' I I!- :r 1, i - ! , i ! i, - 1 i E.. =_t S'_ °_ € .f -_r I C.::,''. =_ ' : .. :S . tl ..... il= :i.1 i. _11. ti- ,i.- r,.i1 -.I t....l, i_._;,! 1 __ •,x._ T,.__ r.._ - ._ _. iT___'r_._r :. __t, __.y r- 'T > _., f J! I _ I_ 1 1! _f--` t- 111- 1 t-a -I' - ! I >__! ! ! = rL::; i L- L r i 1CilIt1.!'ii r i - I - i.__I i ,, .' L_.- 1 ' 3.1 I i1i _` I r t. i I I .. I !__. l_:.i i !.:__ 11 F- 1-I i 1- • i- - • II'I.-- i' i !-? !' s TO STORM a I yI;;1> =,1 I -f i ! DRAIN 1v1_. r' l.fi 1! '_lj1'- !a- "L1 = - -' I C' 1 .L_..k.!_ _ l 1_::: ,( (' • _;.y »r' 1 i,._a`I IC~ €iS i4 :,1" a' j _ , i i!L;- :,_!., i r ii i 1 1__. _-- _1 , 11-- • - -ice ._! . I___ ;. 1 I , _;1,._, IT_ ! s , i _.r ! 1_._.: _._+ 1 I==i 11 .., I l__ .{ 1 }_ ,! at , t i .. t i.: I i'_j - I I ._ ! - A11, 1 t _ ;_11: 11 Vii; =!iT r 1_:- 3.1i r! I i - i1 !• ! I• -; di ---i I t -tit ---I i ! , ai 1 It- d, ! f -_1= wti _II X11ly..,1 r -lilt ,1,= t;i ui:._ :i 1 1 t I ;11= i -; II: --? !" I f J 1!i= 1! i.!i 1 -i+:5 ,::•} 1 11`i(I L! {.'!." TIE tl I ,- i.= Rt,1T' jlji =! 1r f' i ili!rt' jS;f 11i lei 1 i ; +' !;1; -1 :i if 113 ! i" i 1I'I --C 14-" Ili, I._ii(1! i11_- r Ii-!! fir-- 1, i C i 5 6 t SCALE: 3/,V r -o° 16 WALL SECTION scALE: 3/4" r -o' 12 WALL SECTION 3/4' ° '-' 8 NOT USEDWALLSECTION I TE M zUj O DATE GAB 4/7/05 co 0 -02-04 CV N O r a irn QTO C-) O O C p 0 'E U- a) o CO U I- Ca N V L Z q 0 CL O N:5rn 0 g "Mg U 20 V Y 13 Z FL Nz$ DRAABWN BY TE G zUj w DATE GAB 4/7/05 JOB NO. 0 -02-04 DRAWING NUMBER M O V J z LLJ 3 m g O oJO1m a_ I W C) M 0 w W U Y Ld z U 110 LLI zz U z O U o IL CL V) a Lw- a Q 0 toC Co. 0 000 m Cc m m m c c c ca Oz Q U nQ Km iWQ'+' QW; w w a v c)a °z Wo °rZ4Z- UOU frZmppccO& s'u"it ZzvgVK%v" rn"ya 59PWR6 z6iSER mQI ffi60gqIi5l! . 5 EL)i5aUfiOgDwpCOr13 N2o0 R6w- aflRpF-3 9RyZ3f62- -95 idRo aazd <F c°ii yO F• 5••••ZN NZpWU U WFy- `3W epZiJ pOpp a VO" § x015 -4o =WQ < FF 36j(A ZZZ 555 Qd °°c °ma WVmd- Z_$aW WW p v CV N O r a irn QTO C-) O O C p 0 'E U- a) o CO U I- Ca N V L Z q 0 CL O N:5rn 0 g "Mg U 20 V Y 13 Z FL Nz$ DRAABWN BY TE G 3/11/04 CHECKED BY DATE GAB 4/7/05 JOB NO. 0 -02-04 DRAWING NUMBER A3.5 OF DRAWINGS NEW CONSTRUCTION KEYNOTES LL 3 GONGRES 3.1 CONCRETE FOOTING PER STRUCTURAL DRAWINGS 3.2 CONCRETE FLOOR SLAB PER STRUCTURAL DRAWINGS 5 METALS 53 STRUCTURAL STEEL FRAMING 5.23 TUBE STEEL HEADER. SEE STRUCTURAL. 5.51 METAL BAR JOISTS. SEE STRUCTURAL TI ri 4x12 RAFTER. SEE STRUCTURAL. 6.21 2 X WOOD FRAMING MEMBERS 6.58 HEADER. SEE STRUCTURAL l i AND MOISTURE PROTECTION1THE 1.1 R- 191NSULATION lb RKsID INSULATION I L U1.14 BU 1.33 COIcETE ROOF TILE. 136 ALUMINUM DRIP SCREED. S 1 t 1 I eits,_..__ __. ' ' , _. 8 DOORS AND WINDOWS 5 ; _.'._ I I { 8.1 SCHEDULED DOOR 8.2 SCHEDULED WINDOW S FINISHES I t r l J PSUM BOARD, SEE FINISH SCHEDULE 9.2 STONE VENEER PILASTER BEYOND 9.4 1/8' SMOOTH FINISH EXTERIOR CEMENT PLASTER OVER L { {_ _ j _._ -- METAL LATHE OVER 2 LAYERS 11' I_ i { } ; { PLYWyO O D SHEATHING. 9.14 1/1, S UCCO VERO >r1ASONARY. i t 1II It I~__.. __ -_! ___ .. _.__....___.t • -r - _ ... _.___. ICS ELECTRIGA I t _' 16.2 LIGHT FIXTURE 16.12 CAN LIGHT. SEE ELECTRICAL DRAWINGS. r TOP OF PLATE f 12 6.21 7.33 9.4 7.14 { 7.6 6.17 I ---- -- SLOPE 1/4' / 12' + 14' -0" SLOPE I /4" / 12" + 14' -011 TOP OF TOP OF PLATE PLATE KEYNOTES 45.51 5.3 5.3 6.58 oy 9.1 7.1 16.12 i 5.23 1 i 8.2 f I l t t APPROVED FOR PERMIT ISSUANCE t SCOTT FAZEKAS & ASSOCIATES, INC. BYJ DATE These pans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based on approval of these Ianp s shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give3.2 ! .,_t r'`, l 3.2 authority to violate or cancel the rovi codes shall be valid. p dons of such 1 +o o c + a . FLOOR , ._... _ i _ - _ FLOOR FINISH JI q _ fi 1 I r : r I t t 1 " I i I 1 1 v s i i i i tµ• t t' l i t i t I t 4 t s/4* ®1'_0>, 12 3/4' ° r-o1 $ NOT USEDNOTUSED16WALLSECTIONWALLSECTION r1 CL J O N O IN N 5 O r4-a CD C0 I Q C: 0 0 . LL co CD - C -- CO U gUIn CO Z C 0) 1 N =0) u rr a U UZ x Z -.. ca DGRAAWN BY DATE CO U-1 ZD DATE 0 MEN JOB NO. 0397003-02-W DRAWING NUMBER oU W m Q 0 00 I 1 e m 0 W U M C N fn LLI Q V) Y w o Z w U w Y Cl- z z za o 0 U-1 a- a lW-- 1 C L13 j QIli oQ 0 0 0 4=0 0 m m o0 00 m c> ca cs c3 O Q U WRW g3NjRm W- zbFFX*niEiFoX6 i O 651- 8DOR n oU 60 0 aW5F-66081aa O S zm - y§ VWW 0 I"Naa afraK { 3 y i Wt' - C&5MIr60$F W w - iyc- 3jj( Z i5QQQQ.Q' WZ9z6 iaT5%ogifai5vi rAO Ci z 8;4RR T1- W 8;4 w0'iFF F- a 129 alft3 a2W i39i8i aia O r1 CL J O N O IN N 5 O r4-a CD C0 I Q C: 0 0 . LL co CD - C -- CO U gUIn CO Z C 0) 1 N =0) u rr a U UZ x Z -.. ca DGRAAWN BY DATE 04 CHECKED BY DATE GAB 4/`7/05 JOB NO. 0397003-02-W DRAWING NUMBER I A66 OF DRAWINGS CL O 3/1/04 w V DATE N 9 T co r cco T o c. V) 1 0 S` NEW CONSTRUCTION KEYNOTES O 0 O z C U z m w O zC. p T 0) 0m o no p I d 3.1 CONCPXTE FOOTING PER STRUCTURAL DRAWINGS W ry V w Ljj U cn v w 3.2 CONCWE FLOOR SLAB PER STRUCTURAL DRAWINGS co F LLJ v Z Z z z OMv w CL 5 METALS CL M 4 H Q 5.4ii. o 523 TUBE STEEL HEADER. SEE STRUCTURAL. m m m m SASH METAL BAR JOISTS. SEE STRUCTURAL O z 4 v EU=14 K=1+] d%Otp8 .z FA J86&pe Ego< Q d' 2 WOOD AND PLASTIC jo m dF- off` aw bcsiIs 9 y !iC7 m-} W W US4'Z Dji a d'`Zta bl7j 4j o v. - i -C M :Aoftisv AS Wrdhmgo ni- tTliS vi 6.11 4x12 RAFTER. SEE STRUCTURAL. 1 eN % o 60W0%,° Ia t- - 99H 621 2 X WOOD FRAMING MEMBERS 6.58 HEADER. SEE STRUCTURAL. 6.59 2x FIRE BLOCKING AT 10-0" A.F.F. MAX. Z THERM AND MOISTURE PROTECTION 1.1 R -15 INSULATION 1.33 CONCRETE ROOF TILE. 8 DOORS AND WINDOWS 8,2 SCHEDULED WINDOW 9 FINISHES 9.1 bla, GYPSUM BOARD, SEE FINISH SCHEDULE 92 STONE VENEER PILASTER BEYOND 4 1/84 SMOOTH FINISH EXTERIOR CEMENT PLASTER OVER METAL LATHE OVER 2 LAYERS TYVEK OVER PLYWOOD SHEATHING. 12 5 12 12 5 5 7.33 7.33 7.33 6.17 6.17 6.17 2_0 E SLOPE Ito" 12" 14' -0" VARIES VARIES TOP OF TOP OF TOP OF PLATE y PLATE PLATE 5.51 s 5.51 I iI 9.4 KEYNOTES 41 7.1 5.23 6.59 6.58 t i t e s i I 6.21 f f ;• yam ,; { Aar l t f j t r_!, N —: 1 8.2 N t, Y1 i •* ! SIGN IN CONTRASTING LETTERS I" HIGH STATING "THESE DOORS REMAIN UNLOCKED DURING BUSINESS HOURS". SIMILAR SIGN TO BE INSTALLED ABOVE DOOR IN RESTAURANT. w1 / \ O o SALES Sit COUNTER ELEVATION A CHEVRON GRAPHIC 8 STEAMER F TEA RACK REFRIGERATION NERCWAND!S!Ar,- — O FREEZER DELI 0 0 0 f_ SDI 2 Wddddddddd- 0 0 F1 ML11LIL11 CAPPUCCINO /AIR POT ELEVATION C MACHINE ----/ RACK-- COFFEE ISLAND. INTERIOR ELEVATIONS ELEVATION A TOILET ELEVATIONS m B3 mommommommoom 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. MEN G. TOILET PAPER DISPENSER 13-4268 2 OMEN ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. SOMEONEmommommonoommmmmm BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 y GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 M BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. MEE MMMM N LLJ IMMEMEMMEMMIMMINIMMINE M IN M M IN IMEMMEMEMIN z M VM. E is IN M M 0 CO MMI M CD 11010 MEMIMMIMMEMM UNNOMENOMEM. MIME M I MM z a- Of IME MEME 1 III 1, 0811, 011111. 1 ME 10111.11 a- a- EMMINIMMOMME 1111181 11,41 M11 0 NME MM B3 NMI 11 IN 21111111010100111 NEW 1%f~eW%W INEEMENEWIVININ IMMEMMMISINSIMMI01 IOMEMMEEMMMMMI QMQM INNE0000 ELEVATION A TOILET ELEVATIONS m B3 ELEVATION A TOILET ELEVATIONS ue m B3 mommommommoom 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. MEN G. TOILET PAPER DISPENSER 13-4268 2 OMEN ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. SOMEONEmommommonoommmmmm BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 y GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 M BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. MEE MMMM N LLJ IMMEMEMMEMMIMMINIMMINE M IN M M IN IMEMMEMEMIN z M VM. E is IN M M 0 CO MMI M CD MEMIMMIMMEMM UNNOMENOMEM. MIME co E IM MEM z a- Of IME MEME 1 EE M M M IM a- a- EMMINIMMOMME M 1MMM 0 NME MM B3 NMI 11 omi 21111111010100111 1%f~eW%W INEEMENEWIVININ IMMEMMMISINSIMMI01 IOMEMMEEMMMMMI QMQM INNE0000 INEENEEMEN M Ce Ir 7M M MOEN NONE RENEE 1 EN N* 11111101011100-arm,111 IMMME ENNI CO z 1 4 4' 011MMIMMENEM! A l X5 lai3 .0 , N, IS j Rom 0,13 W V! o 0 VORROBIRS1 M-iq. 6110 M N 4; 01"Ir NOI V pv MEMNON OR& Eat INN Mason ic- 13 6 3~ -$-1 R 1 i,5 MM i MMMEMENEM M :z J Ocw dRUDWid 1 ON EI In 1011110-1101111111 IME MEN 1 1111111 IMMIMIN won MEN 0 E ON IOM MEMO 111 moommomm BONNIEMMIEMMM0 M ON ME IN INN MEEMMEM NINE I 1%., I 1.11-81810-11MEM MEM 0 NEEPMEMEMN INN NINE I INN, IN MINE I IN MEMO IEEE zM 1 MMMMMMMEMMM MMMMM a O. ROMMM MENM EMMMM I 10 M1 M M M 0 M 0 0 10 S.11*11111 0 0 M ELEVATION A TOILET ELEVATIONS ue m B3 mommommommoom 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. MEN G. TOILET PAPER DISPENSER 13-4268 2 OMEN ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. SOMEONEmommommonoommmmmm BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 y GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 M BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. MEE MMMM N LLJ IMMEMEMMEMMIMMINIMMINE M IN M M IN IMEMMEMEMIN z M VM. E is IN M M 0 CO MMI M CD MEMIMMIMMEMM UNNOMENOMEM. MIME co E IM MEM z a- Of IME MEME 1 EE M M M IM a- a- EMMINIMMOMME M 1MMM 0 NME MM B3 NMI 11 omi 21111111010100111 1%f~eW%W INEEMENEWIVININ IMMEMMMISINSIMMI01 Home QMQM INEENEEMEN M Ce Ir 7M M MOEN NONE RENEE 1 EN N* 11111101011100-arm,111 IMMME ENNI CO z 1 4 4' 011MMIMMENEM! A l X5 lai3 .0 , N, IS j Rom 0,13 W V! o 0 VORROBIRS1 M-iq. 6110 M N 4; 01"Ir NOI V pv MEMNON OR& Eat INN Mason ic- 13 6 3~ -$-1 R 1 i,5 MM i MMMEMENEM M :z J Ocw dRUDWid 1 ON EI In 1011110-1101111111 IME MEN 1 1111111 IMMIMIN NONE 11111110111 SEEN E ON IOM MEMO 111 moommomm BONN 31 M ON ME IN INN MEEMMEM I 1.11-81810-11MEM MEM IN NEEPMEMEMN NINE MMMM MMME MMEI IN MINE IN MEMO zM 1 1 ELEVATION E5 IMMEMEM MAW 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. MEN G. TOILET PAPER DISPENSER 13-4268 2 ME ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. SOMEONE F. BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 y GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 M BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. MEE MMMM N LLJ M M IN M M IN IMEMMEMEMIN z M VM. E is IN M M 0 CO MMI M CD NMI UNNOMENOMEM. MIME co E IM MEM z a- Of IME MEME 1 M M M d) a- a- U) M 1MMM 0 NME MM B3 NMI omi 1%f~eW%W INEEMENEWIVININ 111191MEMEN Home QMQM INEENEEMEN M Ce Ir 7M M MOEN NONE RENEE 1 EN N* 11111101011100-arm,111 IMMME ENNI CO z 1 011MMIMMENEM! A l X5 lai3 .0 , N, IS j Rom 0,13 W V! o 0 VORROBIRS1 M-iq. 6110 011 N 4; 01"Ir NOI V pv MEMNON OR& Eat INN ic- 13 6 3~ -$-1 R 1 i,5 MM i MMMEMENEM M :z J Ocw dRUDWid 1 NINE EI 11. IME MEN 1 1111111 IMMIMIN NONE 11111110111 SEEN E IOM MEMO moommomm BONN M ON1 M I INN MEEMMEM I 1.11-81810-11MEM MEM IN NEEPMEMEMN NINE MMMM MMME MMEI IN MINE IN MEMO zM 1 MMMMMMMEMMM MMMMM ELEZV-ATION 5 1 AL fL O IS 1 NOTE ALL MILLWORK SHALL HAVE EASILY CLEANABLE PLASTIC LAMINATE ON ALL EXTERIOR AND INTERIOR SURFACES AND SWIELVE5 NOTE: SEE FIN15H 5GHEDULE ON A23 FOR ROOM FINISHES. PROVIDE CEMENT BOARD AT ALL HALL TILE. CHEVRON GRAPHIC PANELS —` REFRI ERATION MAW 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. MEN G. TOILET PAPER DISPENSER 13-4268 2 ME ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. SOMEONE F. BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 y GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 M BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. MEE MMMM N LLJ M M IN M M IN IMEMMEMEMIN z ELEVATION B HALLr CHEVRON GRAPHIC PANF-1-5 0 II° 5ALF-5 COUNTER AIR POT FFEE CUP COFFEE RACK DISPENSER ISLAND COFFEE BREWER CAPPUCCINO ELEVATION D MACHINE ELE\/AT10N C IMEME MAW 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. MEN G. TOILET PAPER DISPENSER 13-4268 2 ME ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. SOMEONE F. BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 G. GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 M BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. MEE MMMM N ONE LLJ M M IN M M IN IMEMMEMEMIN z M VM. E is IN M M 0 CO MMI M CD NMI UNNOMENOMEM. MIME co E IM MEM z a- Of IME MEME 1 M M M d) a- a- U) M 1MMM 0 NME MM B3 NMI omi 1%f~eW%W I 111191MEMEN Home QMQM INEENEEMEN M Ce Ir 7M M NONE 1 EN N* M IMMME ENNI CO z 1 011MMIMMENEM! A l X5 lai3 .0 , N, IS j Rom 0,13 W V! o 0 VORROBIRS1 M-iq. 6110 011 N 4; 01"Ir NOI 4 V pv MEMNON 02 OR& INN ic- 13 6 3~ -$-1 R 1 i,5 IMMEMON MMMEMENEM M :z J Ocw dRUDWid EM EI 11. IME MEMENNN 1 1111111 IMMIMIN NONE SEEN E IOM MEMO BONN M ON 0 4 M I INN MEEMMEM I 1.11-81810-11MEM MEM IN NEEPMEMEMN NINE MMMM MMME MMEI IN MINE IN MEMO zM 1 MMMMMMMEMMM MMMMM ELEVATION 0 oW z 00 n LL 11 SEE SHEET A2.3 FOR FINISH SCHEDULE DALTILE, SEMIGLOSS (o"X(o" WALL TILE; #1452 CYPRESS DALTILE, SEMIGLOSS (Vx(o" WALL TILE; #X114 DESERT GRAY DALTILE, SEMIGLOSS (o"X(o" WALL TILE; #K165 ALMOND DALTILE, SEMIGLOSS (Vx(o" WALL TILE; #0137 CANVAS WALE VIC = 11-V (g )I WAIIE371LE LEGEND MEMEMEMEN MAW 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. MEN G. TOILET PAPER DISPENSER 13-4268 2 ME ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. SOMEONE F. BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 G. GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 M BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. MEE MMMM N ONE LLJ M M IN M M IN 0 1111111-181-1 z M VM. E is IN M M 0 CO MMI M CD UNNOMENOMEM. MIME co E IM MEM z a- Of Ica M M M d) a- a- U) M 1MMM 0 NME MM 2M 1111MEN111111111MME111111 1%f~eW%W 111191MEMEN QMQM M M Ce Ir 7M M NONE MMMMMMMMME N* M CO z 1 011MMIMMENEM! A l X5 lai3 .0 , N, IS j Rom 0,13 W V! o 0 M-iq. 6110 S' 01"Ir NOI IM ilx V pv MEMNON X INDR502 gRA %oftain .1gg 09=2 WQW8*M- 44 Aslfl fflgqffijP6 L iE ZaT 00 ic- 13 6 3~ -$-1 R 1 i,5 0 - iLc -5z-.i5i* A a MMMEMENEM M :z J Ocw dRUDWid EM EI 11. MEMEMEMIM! MEMENNN NMI E 01111101 M 0 4 MEEMMEM 1.11-81810-11MEM MEM MMMM MMME MMEI MMMMMMMEMMM MMMMM ROMMM MENM EMMMM 0-\ L (y- Uj z n q ILL- o ELEVATION D SCALE: Wwt-a 21 A. TOILET PAPER DISPENSER - 16"x12ux3/4u PLYWOOD 5GREV4 MOUNTED TO 5TUPS. 13. CHANGING STATION - 48-x24-x3/4-- PLYV4000 5GREH MOUNTED TO ALL 4 5TUD5. G. HAND DRYER - 32"x24x3/4' PLYWOOD 5GREV4 MOUNTED TO STUDS. SEE 51-115:15T A512 FOR ADDITIONAL BLOCKING REQUIREMENTS FOR PERMIT NOT CAoU I I tALLKAb & ISSUA BLOCKING DIAGRAMS W A55LXAMATL5. IN .. 3 BY DATE These pians have been reviewed for adhe, nce to the apOicable codes and ordinance. Au*,r)r rizatirin is ELEVATION 1 ed to issue a building pern it pending 11 applicable City agencies. e or granting of a permit based on hese plans shall not be cc st,ued to prove any vioiation of the ipplicable iinance. No permit presurn d to give iolate or cancel the provisi IS Of., Jun vcilid. I TOILET ACCESSORIES MAW 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. 2 G. TOILET PAPER DISPENSER 13-4268 2 D. ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. 2 F. BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 G. GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 H. BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. Y M MM N ONE LLJ MEMINP-11-85441-0. U) Uj cc; z M MMEMEMEMEM E U- ICU 0 CO CD UNNOMENOMEM. co E 0 zoo z a- Of Ica 5 d) a- a- U) M 1MMM 0 0111MMMMMMMEN2M NONE 111191MEMEN M M Ce Ir 7M M N* M CO z 1 I l X5 lai3 .0 , N, IS j Rom 0,13 W V! o 0 M-iq. 6110 X INDR502 gRA %oftain .1gg 09=2 WQW8*M- 44 Aslfl fflgqffijP6 L iE ZaT 00 ic- 13 6 3~ -$-1 R 1 i,5 0 - iLc -5z-.i5i* A a M M :z J Ocw dRUDWid EM EI 11. MEMEMEMIM! NMI ELEVATION 1 ed to issue a building pern it pending 11 applicable City agencies. e or granting of a permit based on hese plans shall not be cc st,ued to prove any vioiation of the ipplicable iinance. No permit presurn d to give iolate or cancel the provisi IS Of., Jun vcilid. I TOILET ACCESSORIES MAW 0-ewm"em MM= j MIRROR FULL WIDTH OF VANITY, 36"x42" MOUNT AT TOP OF E3AGK SPLASH (40" AFF) BY G.G. 2 B. LIQUID SOAP DISPENSER BY G.G. 2 G. TOILET PAPER DISPENSER 13-4268 2 D. ELWTRIG HAND DRYER 8-104 BY G.G. E. CRAB BAR - 36" LONG X 1-112" DIA. I3-(580(bx3b BY G.G. 2 F. BAR - 42" LONG X 1-1/2'DIA. 5-680bx42 BY G.G. 2 G. GRAB SEAT COVER DISPENSER 8-221 BY OWNER 2 H. BABY GHAN67IN62 STATION - KOALA GORP - HORIZONTAL BY G.G. Y M 20 NOTE5: I. FOR ACCESSORIES MOUNTING WEIGHTS SEE A9.2 2. 2. PROVIDE MOUNTING BACKING PLATE FOR ALL GRAB BAR5 PER DETAIL 5. MANUFACTURER FOR TOILET ACCESSORIES 15 0013RICK. SCALE: 1/2• =I'--O• (81 TOILET ACCESSORIES - NOT TO SCA1 F (41 CL DATE SG N j DATE GAB 4/7/05 0 j DRAWING NUMBER U) U) N C\I z N M M j 00 0 0 0- Y M N 0 M M LLJ 0)0) U) Uj cc; z M 0 E U- ICU 0 CO CD co E 0 zoo z a- Of Ica 5 d) a- a- U) M 0- = 5 0 co M M Ce M M CO z L-R&6>M-01b2ggqW l X5 lai3 .0 , N, IS j Rom 0,13 W V! o 0 M-iq. 6110 X INDR502 gRA %oftain .1gg 09=2 WQW8*M- 44 Aslfl fflgqffijP6 L iE ZaT 00 ic- 13 6 3~ -$-1 R 1 i,5 0 - iLc -5z-.i5i* A a M :z J Ocw dRUDWid CL DATE SG N j DATE GAB 4/7/05 0 j DRAWING NUMBER A5 1 N C\I 0 0 N t5 00 OD N 0 0)0) cc; 0 0 E U- ICU 0 CO CD co E 0 zooIca 5 d) 0- = 5 0 DRAWN BY DATE SG 12/17 CHECKED BY DATE GAB 4/7/05 JOB NO. 039-=--02-W DRAWING NUMBER A5 1 OF DRAWINGS PROVIDE ALLOWANCE FOR FIVE 30 "x22" ACCESS PANELS IN GYPSUM BOARD CEILINGS PER DETAIL 22/Aq.3. ARCHITECT AND OWNER SHALL APPROVE LOCATIONS PRIOR TO INSTALLATION. REFLECTED CEILING PLAN APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumee to give authority to violate or cancel the provisions of such codes shall be valid. 0 4 8 SCALE FAT SCALE: 1/4"-T-0' 1 2 F4 NOT USED W N O N F5 VCT ETTI ARMSTRONG, STANDARD EXCELON, 039-003702-- U. U V) DRAWINGS IMPERIAL TEXTURE, #51803 PEARL WHITE x O CZ F6 TILE DALTILE, KEYSTONE MOSAIC 1 * 00 FLOORING PATERN #2006 S; E O z D137 CANVAS 11% #D035 AUMOND 89% 0 O F TILE DALTILE MAPEIKER 200 5ERIE5 -#37. UNPOLISHED, Ox b' r u r DIABLO RED TERRA .COTTA m U S Fg EPDXY SEALER DAYTON SUPERIOR USE DAYTON SUPERIOR SURE HARD (J -17) SEALER V) 111 W U Z CONCRETE PENETRATING Fg EPDXY SEALER DAYTON SUPERIOR USE DAYTON SUPERIOR SURE WARD (J -17) D U CONCRETE PENETRATING SEALER NOTE: ALL GROUT 15 MAPEI 3110 BLACK U.N.O. B1 RIBBER ARMSTRONG 4' RUBBER BASE, X60 JET BLACK Z cri 0 W B2 DALTILE, SIERRA 5ERlE5, 1525 P-3b84 b "x8' ROUND TOP W TILE ASPEN INTEGRATED COVE BASE B3 TILE DALTILE, SIERRA SERIES, 1500 P-3b81 6'x8' FLAT TOP RANTER INTEGRATED COVE BASE o B4 T11 IF DALTILE MAPEIKER 200 SERIES 3137. P -368% 6'x8' (ROUND TOP) 00 DIABLO RED Mmm m O PAINT ON GYP. BOARD DUNN EDWARD5, DE6157 B15QLJE TAN FIELD COLORLRV61 o Z W2 PAINT ON GYP. BOARD DUNN EDWARDS, DE6179 OAK HARBOR, LRV 44 7d mR <WW 13 O f,I=W003wo ffp F_ 88zF-'E0h6 t3 W3 PAINT ON GYP. BOARD DUNN EDWARDS, DE6200 HANDWOVEN i ivr z ey =a as LRV 38 i%5 U 1$ fA 4 W4 6xb WALL TILE DALTILE SEMI -GLOSS SEMI- GLOSS. 3 G ohl5aa Wr hosonz m `- $ s 1452 CYPRE55 800) 411 -2451 W5 6x6 WALL TILE DALTILE 5EM1 -GLOS5 SEMI - GLOSS. I 1 UX114 DESERT GREY 800) 411 -2451 W6 6x& WALL TILE DALTILE 5ENI -GLO55 5EM1- GLO55. K165 ALMOND 800) 411 -2451 O 6xb WALL TILE DALTILE SEMI -GLOSS 5EMI- GLO55. 310137 CANVAS 800) 411 -2451 yyg FRP BOARD NUBO PRODUCTS LP- FP -FROgO C1 2'x4' S.A.T. USG 'CLEAN ROOM CLIMA PLUS' ICBO #ER -IcBq TILE, 1905 GRID CLASS 100 CEILINGS MODEL 56001q C2 PAINT ON GYP. BOARD PPG 1215 -1 ACCOLADE LRV 85 J V C3 SMOOTH FIN15W STUCCO WHITE APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumee to give authority to violate or cancel the provisions of such codes shall be valid. 0 4 8 SCALE FAT SCALE: 1/4"-T-0' 1 2 1 • D37/04 W N O N U OWN 039-003702-- T O Q U V) DRAWINGS C: CZ x O CZ L i N Z U M S; E O z T CO 0 O J M tD r u r m U S N Y V) 111 W U Z U D U C U U 0- 0 Z dZ Z cri 0 W Q 0— V) a: Lj q o o aao00 Mmm m o Z 7d mR <WW 13 O f,I=W003wo ffp F_ 88zF-'E0h6PrExW q+ ppOZ •NQ KHU a?V'Cpa, i ivr z ey =a as i%5 U 1$ fA 9 0 OM U aW _xiE B, Q'o9 Q ai e2S61093MMoW8 *PW,.. 005 Ddi zgX66<N G ohl5aa Wr hosonz m `- $ s W =V ZWOOK o=D In6ma 6WZ X13 — a gW@ 1 I 1 1 • D37/04 u N O N U N(00 039-003702-- T O Q O DRAWINGS C: CZ x O CZ L i N U_ O U U) h-_ c U 0 E O z T CO CZ CZ CL a) tV =5 tD r u r as 1 • j D37/04 BY DATE 4/7/05 039-003702-- FAG UMBER 61 DRAWINGS j EXTERIOR CS PLASTER OVE METAL LATHE DENS GLASS BOTTOM TRIl' CANOPY CONTRACTOR PAINT BY GENERAL CONTRACTOR 13' -6" MIN SWEET METAL GUTTER BY CANOPY CONTRACTOR, PAINT BY GENERAL CONTRACTOR V N TO CANOPY ROOF DRAINAGE SYSTEM. SEE CANOPY DWG5. CANOPY SECTION TO CANOPY ROOF DRAINAGE SYSTEM. SEE CANOPY DWGS. 2' -6" (FACE OF STUD) M I 11 I I SET AT SAME HEIGHT FOR I ALL COLUMNS I I 2x4 TREATED WOOD SILL PLATE WITH 2 ANCHOR BOLTS EACH SIDE BY GENERAL CONTRACTOR. I I„IIII I, I I -ICI -III III - TO DRAINAGE SYSTEM` SEE CIVIL I (I— III —I —_- 1 =1 III =1 11= III =1 I I =11 I -I 1II= 1II= 1II =1IE-1 I III - III =111 III - III -I 1I- 1 =1 I I =1 I I =1 1 I I =111 =1 11= I =1 11 =1 11 =1 I I 1 I I =1 I I =1 11= 194-03 (141 CANOPY COLUMN SECTION 112" SEALANT JOINT BY GENERAL CONTRACTOR CANOPY COLUMN BY CANOPY CONTRACTOR. DOWNSPOUT PIPE BY CANOPY CONTRACTOR. SEE CANOPY DWG5. ROCK VENEER OVER MORTAR BED OVER 1/2" PLYWOOD SHEATHING BY GENERAL CONTRACTOR. III III III =11 -III III= III =1 t l III I I =1 I I =11 I; II =111 III- I =III -III= II =1II I =111= 1II =1II- 1 1 1 1 1 1 =111 =111 =1 I I- A -I I 1 =111_ OR E SCO FAZE I1 =rTl =FI1- BY ATE — ' These pi i have been r WTI the applic codes and i46Zc I r is hereby ranted to iss it r n ingapprobyallapplicablKai0 _ _ The is I ance or ra i I I- 9 don approve I of these pla ns ru eo topermitpapproveanwrenimple N or ordinance. or in sum llIivie authornt to violate or alr t-thb I nrovfAi I& 2x4 WOOD STUD FRAMING BY GENERAL CONTRACTOR. 3116" STEEL ANCHOR BRACKETS AT 48" O.C. BY GENERAL CONTRACTOR. PROVIDE VERTICAL SLOTTED HOLES AT COLUMN CONNECTION. WEEP SCREED BY GENERAL CONTRACTOR. FOOTINGS BY GENERAL CONTRACTOR. ANCHOR BOLTS t PLATE BY CANOPY CONTRACTOR SEE CANOPY DRAWINGS. TOP OF SLAB 1" =1'-01 ( 4 DATE I Mim CV CV F.1 3 r• At 0 W XOF DRAWINGS I I„IIII I, I I -ICI -III III - TO DRAINAGE SYSTEM` SEE CIVIL I (I— III —I —_- 1 =1 III =1 11= III =1 I I =11 I -I 1II= 1II= 1II =1IE-1 I III - III =111 III - III -I 1I- 1 =1 I I =1 I I =1 1 I I =111 =1 11= I =1 11 =1 11 =1 I I 1 I I =1 I I =1 11= 194-03 (141 CANOPY COLUMN SECTION 112" SEALANT JOINT BY GENERAL CONTRACTOR CANOPY COLUMN BY CANOPY CONTRACTOR. DOWNSPOUT PIPE BY CANOPY CONTRACTOR. SEE CANOPY DWG5. ROCK VENEER OVER MORTAR BED OVER 1/2" PLYWOOD SHEATHING BY GENERAL CONTRACTOR. III III III =11 -III III= III =1 t l III I I =1 I I =11 I; II =111 III- I =III -III= II =1II I =111= 1II =1II- 1 1 1 1 1 1 =111 =111 =1 I I- A -I I 1 =111_ OR E SCO FAZE I1 =rTl =FI1- BY ATE — ' These pi i have been r WTI the applic codes and i46Zc I r is hereby ranted to iss it r n ingapprobyallapplicablKai0 _ _ The is I ance or ra i I I- 9 don approve I of these pla ns ru eo topermitpapproveanwrenimple N or ordinance. or in sum llIivie authornt to violate or alr t-thb I nrovfAi I& 2x4 WOOD STUD FRAMING BY GENERAL CONTRACTOR. 3116" STEEL ANCHOR BRACKETS AT 48" O.C. BY GENERAL CONTRACTOR. PROVIDE VERTICAL SLOTTED HOLES AT COLUMN CONNECTION. WEEP SCREED BY GENERAL CONTRACTOR. FOOTINGS BY GENERAL CONTRACTOR. ANCHOR BOLTS t PLATE BY CANOPY CONTRACTOR SEE CANOPY DRAWINGS. TOP OF SLAB 1" =1'-01 ( 4 r r i CL DATE O cn CV CV F.1 3 r• At 0 W XOF DRAWINGS O 0 ICU lV 0 Z m J V r C15 i}r• U T L9U) 0 J DATE 2/23/04 µCHECKED BY DATE" w JOB NO. O r' U U I A8. 2 0) STEEL CHANNEL DOOR JAMBO U N CO C_ i Q 20 GA. GALV. SWEET r- p O w m J 1 I C W2n 1' -4" TYP. _ 0JO METAL COPING. V, vml I CO U r U? 0 W goLj W N SLOPE PAINT FINISH. j tU w I z 1 1/2 -FOOT MIN M 11 W U Y 2 M G a Z UZ 0 Ld p C in M LLJ WOOD BLOCKING 0 Lj m M C3 m C3 mm G 4 : CONCEALED CLEAT Q U I /2" EXTERIOR 000_z> 0WbyWlroZZft FEE 30W P Zp qZ Oowo- 0 0 r1 a v qio601'z6j` b 3„ 26 31 a CEMENT PLASTER aL <o i3e 9 g 9: 4UOtg"' 41U WZ 1 Ed 65X I a', OVER CMUn1/2 EXTERIOR CEMENT PLASTER V2" EXTERIOR CEMENT PLASTER OVER CMU an GMU OVER CMU 8" CMU 2X6 FRAMING C1 0C] IDC] EO O ao ao oa a EXTERIOR CEMENT PLASTER. 6" CMU PILASTERoOO O 1/2" OVER GMU AND 7/ 8" OVER WOOD FRAMING N CD D 2' - 10" 1:1 00 DC1 O 1/ 2" FOR WALL CONSTRUCTION 21- 1011 1 1/2 u STEEL SQUARE SQUARE STEEL FRAME MEMBERS SEE STRUG. DWGS. V 6 CMU PILASTER O O O Ou 8 M 6" CMU PILASTER r WELD AND GRINDSMOOTH Z . 2' - 102" ALL CONNECTIONS. PAINT FINISH. fib', SECTION1' =' - ° PILASTER 2 czr,6z"`s r"Y •'xitsw. 't", 4... TRELLIS/2 "i' -o• 17 CORNICE COPING i i/2 °mr - °' 13 PILASTER SECTION 9 PILASTER SECTION 11 } 11 TYVEK WRAP 1/2' EXTERIOR CEMENT PLASTER OVER CMU AND 7/ 8' VYCOR PLUS BY W. R. 20 GA. GALV . SHEET METAL COPING. EXTEND LATH 4' OVER FRAMING GRACE OR EQUAL PAINT FINISH. SCHEDULED WINDOW. SEE DETAIL 18/- MIN. ONTO CMU EXTERIOR INC. 8" CMU WALL SLOPE SEE 5TR SHI EXTERIOR SHEATHING 1/2 -FOOT MIN J - MOLD WOOD BLOCKING CORNER BEAD EXTERIOR CEMENT. EXTERIOR CEMENT PLASTER CONCEALED CLEAT 5x5X1/4" STEEL SCHEDULED DOOR PLASTER J -MOLD 3u COLUMN. SEE 2x4 WOOD PIPE SPACERu1/4 CONT. SEALANT STRUCTURAL FRAM INC ALUMINUM WINDOW FRAME o t 5/8 GYP. BOARD HM DOOR FRAME. 2x6 WOOD FRAMING 1" NILTI STUD ANCHOR f 2X6 FRAMING 0 I 1 2)2x6 WOOD STUDS R -Iq BATT N INSULATION N 5/8' GYP. BOARD 0 8' CMU y 1 1/2" 50. STEEL y TUBE FRAME 2x6 WOOD FRAMING 7/8 EXTERIOR CEMENT 50. STEEL TUBE 2x SHIM AS REQUIRED PLASTER. 2X4 WOOD HO'RZ AND VERT. STUD FRAMING MEMBERS EXTERIOR CEMENT i FOR WALL FRAMING PLASTER SEE STRUC. DWGS. PROVIDE 5/8" EXTERIOR SNEATI•IING PROVIDE 5/ 8' SHIM AS REQUIRED GYP. BOARD GYP. BOARD FIRE BLOCKING FIRE BLOCKING N AT MAX. 10' -0" AT MAX. 10'- 0' CORNER BEAD A.F.F. 1' -0" A.F. F. 5/8" GYP. BOARDOTYPICALWINDOW CONNECTION HALF 18 CORNICE 11 /2 " =i' -oA 14 PILASTER SECTION 1'-' 10 CMU — WOOD CONNECTION ''a''-°' 6 TRELLIS TO CMU CONN. EXTERIOR CEMENT PLASTER FYRE —TEC OVER METAL LATHE OVER 2 FIRE RATED EDGE OF TO LAYERS TYVEK WRAP OVER PROVIDE 5/8" EXTERIOR SHEATHING. STEEL WINDOW 2x BLOCKING EDGE OF SKIR I 2x6 WOOD FRAMING - r 4 4Vq EXTERIOR SHEATHING. GYP. BOARD FIRE BLOCKING SEE STRUCTURAL SYSTEM. www.fyre- tec.com 2' -0" STUCCO OVER EXT. SHEATHING II AT MAX. t0' -0" 2x6 WOOD FRAMING 8 GA STAINLESS A.F. F. P SHIM AS REQUIRED STEEL COUNTER R 1/2" ALL CORNERS 2x4 NAILER I' - 0" 5/8" GYP. BOARD NPLASTIC C WOO" LAMINATE FINISH @ EXP05ED PLAN 5/8" GYP. BOARD 2 "X3" WOOD PLANT ON STAINLE55 STEEL SIDES. 8CMUTRIM. ATTACH TO PANELS AT ENDS. EXTERIOR SHEATHING. SECTION A - A 2x6 WOOD STUD WALL in PAINT FINISH 4 N 3 "X4" WOOD PLANT ON GRANITE TOP, BACK, SKIRT, J - MOLD TYP. TRIM. ATTACH TO EXTERIOR SHEATHING. NOTE: CAULK STUCCO TO AND END SPLASHES. 3/ 4" N PAINT FINISH COUNTER CONNECTION. WELD COVER BY COOLER AND GRIND SMOOTH ALL v INSTALLER STAINLESS STEEL CONNECTIONS Q pp aoCORNER2' -6 "° O BEAD I 4 - 3/8" LAG BOLTS NQTE,GRANITE WILL BE SCHEDULED Q o SUPPLIED BY OWNER I SEE DETAIL 15/- 5/8' 5/8' GYP. 2x6 WOOD FRAMING EXTEND LATH 4 " 2' - 10" m 1' - 6" N BOARD 2x4 WOOD FRAMING MIN. ONTO CMU EXTERIOR CEMENT SECTIONuPROVIDE5/8 GYP. BOARD FIRE PLASTER I/2' OVER CMU AND 7/8" OVER 2x4 WOOD FRAMING COOLER WALLrBLOCKINGATMAX. 10 0 A.F.F. STEEL COLUMN. SEE STRUCTURAL WOOD FRAMING 1 i /2 "- i'- 0 ° WINDOW TO WALL CONN. 3 WOOD TRIM o° 19 TRANSACTION COUNTER _' - °' 15 LAV COUNTER 11 PILASTER' SECTION o' 7 P ILASTER SECTION 18®11 -°° 3 EXTERIOR CEMENT APPROVED PLASTER OVER METAL FOR PERMIT ISSUANCE 7/8" EXTERIOR CEMENT LATHE OVER 2 LAYERS SC FAZEKAS & ASSOCIATES, INC. PLASTER TYVEK OVER SHEATIG. ALUM. STOREFRONT 2 -10 u DATE NM DOORFRAME J -MOLD EXTERIOR 2x6 FURRING ROOF DRAINS Thesel pans applicable c ave been reviewed for adherence to the des and ordinance. Authorization is AT 16" O.C. SEE PLANS hereby ant appro al by a d to issue a building permit pending R -Iq BATT INSULATION applicable City agencies. STONE VENEER OVER 1/2' 01 24 uanc FROP al of t or Ong ese plans' sTia 11'notbeeccon " trued on to 6 WOOD FRAMING 5/8" GYP. BOARD CORNER BEAD INTERIOR 7/8" EXTERIOR CEMENT PLASTER MOTAR BED OVER 3/ 8" 5GRACN COAT ALUM. THRESHOLD BY PEMKO OR EQUAL a a o O permit or ap c s a. ord T! a RVI) iate rove any violation of the a plicable lance. NoPermit P presume to give STEEL COLUMN. J - MOLD SEE WDWRE. STRUGT al d. SEE STRUCTURAL EXTERIOR a Q a o o SPECS). SET IN FULL DETAIL "A" BED OF CAULK. 8" C. MU 7/8" EXTERIOR CEMENT SCHEDULED WINDOW. SEE DETAIL 18/- 0 ALUM. STOREFRONT PLASTER INTERIOR 2x6 WOOD o 2x6 WOOD FRAMING., EXTERIOR FRAMING J -MOLD 5/8' GYP. BOARD FINISH FLOOR SCHEDULED WINDOW. EXPANSION JOINT '. ' ' ELEVATION 1/2" EXTERIOR CEMENT 5/8' GYP. 2' - 10" SEE DETAIL IS /- R -!q BATT INSULATION Ds o pq PLASTER BOARD CORNER BEAD OVER CMU CORNER R -Iq BATT INSULATION BEAD J - ' 2x4 WOOD FRAMING 7/8" EXTERIOR FYRE -TEC TYP. CEMENT PLASTER CORNER BEAD TYP. FIRE RATED INTERIOR 2x6 WOOD OVER METAL LATHE 5/8" GYP. BOARD STEEL WINDOW FRAMING OVER 2 LAYERS STEEL COLUMN, www.fyrre- tec.com PROVIDE 5/8" PROVIDE 5/8" PROVIDE 5/8' PROVIDE 5/ 8" GYP. BOARD SHEATHING R SEE STRUCTURAL GYP. BOARD GYP. BOARD GYP. BOARD FIRE BLOCKING nuDETAIL B FIRE BLOCKING FIRE BLOCKING AT MAX, 10- 0" FIRE BLOCKING AT MAX. 10' -0' AT MAX. 10' - 0" AT MAX. 10' - 0" A.F.F. A.F.F. A.F.F. A.F. F. i = }_o WINDOW TO POST CONN. 4 WALL SECTION i ° = } -o° 20 THRESHOLD i /2p =i' -o° 16 PILASTER SECTION iA =-o' 12 PILASTER SECTION 1' °'-o' $ PILASTER SECTION J DATE 2/23/ 04 µCHECKED BY DATE" w JOB NO. O r' U U I A8. 20) O U N CO C_ i Q F-- r- p O w m J 1 I C 0 0JO X) V, vml I CO U r U? 0 W goLj W U vl j tU w I z 1 n r' Z; W U Y 2 M G a ZU Z 0 Ld p C in M LLJ 0 m M C3 m C3 mm G C- 6 O Z Q U 000_ z> 0WbyWlroZZft FEE 30W P Z p qZOowo- 0 0 r1 a v qio601' z6j` b 26 31 a aL <o i3e 9 g 9:4UOtg"' 41U WZ 1 Ed 65X I J DATE 2/ 23/04 µ CHECKED BY DATE" GAB 4 05 w JOB NO. O r' U U I A8. 2 0) Y N CO C_ i Q F-- r- p O p ca cu C? a) 0 C X) U CD CO U r U? 0 ZC0) crj Q j C\1 0 DRAWN BY SMG DATE 2/23/04 µCHECKED BY DATE" GAB 4 05 w JOB NO. W DRAWING NUMBER v I A8.2 0) Y U Uz W F-- Q a n U N DRAWN BY SMG DATE 2/23/ 04 µCHECKED BY DATE" GAB 4 05 w JOB NO. 039-M77702704 DRAWING NUMBER GOR -A -VENT RIDGE GAP TILE OVER 24" X 36" ROOF V -600 FLAT TILES IF NECESSARY HATCH W/ PRE -FAB CURB I -800- 837 -8368) TO COVER RIDGE VENT 4= I \ PLASTIC, RIDGE VENT SEAT -ANT NAIL OR SYSTEM. IN5TAH PER STAINLESS SEAL DRAWBAND, RIDCGE GAP TILE FASTENER MANUFACTURES \ OR 1 WELD UMBRELLA METAL STACK INSTRUCTIONS. WELD TELESCOPIC FELT PAPER VENT HOLE IN PLYWOOD HANDRAI L EXTEDER RAIN COLLAR OVERLAPPING b ROLL LEAD FLA5WN6 I' SHEATHING, TYP iTO EXTEND UPDTD 30" MIi COLLAR BY 3 TO 4 DOWN INTO PIPE EA SIDE 2 "VIA. ® ABOVE ROOF LEVELROOFSHEATHING , I SHEET METAL FLASHING Y2 O u 24' O.G. \ COLLAR OR LEAD, R PLUMB NG VENT STACK FLAT TILE ,.,; :.^' `': lj,Lq MINIMUM 8' ABOVE PARPAET WALL. ROOFING MIN. 1/4" GLEARANGE a MODIFIED BITUt I BETWEEN FLASHING COLLAR '' ROOF DECK. t AND SUPPORT ' L FLASH STRIP MODIFIED BITUMEN ".,,- EXHAUST WOOD PLASH26 GB iT VENT. SEE FLASHING STRIP ,. . EXHAUST WOOD NAILER o ' r.L.'•• DRAW I N S BYG000 " O 2" 2" ,;; BUILT -U I aG -.., y FLA5HIN6 CEMENT SET LEAD F ANEE IN IAOTHERS. ROOFING C. PRIME FLANGE W/ CANT s' SET LEAD FLANGE IN STRIPPING STRIP cn ( +.,.. MASTIC. PRIM FLANGE ',••••.• GP. 4 + I ( _0 . 13EFORE 5TRIPPIN6 •' FELT PAPER E5 mh " -.r, KTAL PLATT= B Mid SUI AGE ROOF TRU55 SHEET ••,•,••'• 55URFAGE CAP 0) LAYER 5% SMOOTH STL. LADDER ,• (i 5B6 ( U LAYER 5 GAP LAYER BUTYL ROOF CEMENT OR PER DET. SMOOTH (I) FLOW GAULkING, TYP. AT 555 GAP 3 OR 4 PILES TYPE IV PLY RIDGE VENT AND AT SET IN 3 OR 4 PILES TYPE SHEET APPLJED ON HOT JOINT5 BETWEEN TOP MASTIC IV PLY 51 T A5PHAd -T ON NOT Row OF TILE-5 6 TYP. ALT FRE5TONE MB BASE SHEET j— BASE FIRESTONE 5HEET NOTE: ROOF DECK NQm; ROOF DECK SHEET LEAD MINIMUM R -Iq BATT _ SHEET LEAD MINIMUM SCALE T -1' -1v SCALE 1 1/2" -1' -01 OF 2 -I/2 POUNDS PER VINYL FACE OF 2 -I/2 POUNDS PER R -14 BATTRIDGEVENT (1t ROOF HATCH 13 ROOF SQUARE. IMF SQUARE. YOM FACE VENT FLASHING 'VENT FLASHING r5 WOMEN lye 2 LAYRS 5/8" TYPE bT,y 'X' GYP BOARD I o, LINING SHAFT. A EXTEND BASE LA5HIN6, OR I / HOOD STUD5 4" FLANGE Fr INSTALL ADDITIONAL LAYER FLASHED TO CEMENT OF OF MEMBRANE TO 2x4 STUD FRAMING PLASTER WITH TYVET MEMBRANE FLASHING ENCAPSULATE THE HOOD PLYWOOD FOR SHAFT WRAP AND WEEP ROOF MEMBRANE NAILER. / ENCLOSURE. MEMBRANE SEALANT SCREED. SHEET METAL PARAPET W. IHI CEILING PER FIN15HGH- DOMEDIGAPPED, SCHEDULE AND6A5KETEDFASTENERSA5 RE( 11RED• CEILING PLANI /® FASTENERS A5 RIWRED CONTINUO5 TAPERED WOOD / / EXHAUST WOOD SHIM. I EXHAUSTPERU5TEX FLASH" HOOD DRAWINGSS FASTENERS AT 8" O.G. I BY AN HAU5T HOOD APROX I WOOD NAILER FASTENERS, AT be O:G. N AMX 1— PRIME CONCRETE APP MINERAL 5URFAGE GAP b I SHEET. FLASHIN EXTEND b4FLANGEAPPMINERALSURFACECAPEXTEND FLASHED TO ROOF 20 GAGE SHEET. FLA5HIN67, EXTEND be TILES PER TILE GALVANIZED BEYOND TOE OF CANT STRIP I ' TOE E1 CANT STRIP MANUFACTURER'S CRICKET. 5OLDER — — AND be MIN. HEIGHT. AND 8' MIN. HEIGHT. DETAILS. ALL JOINTS FOR o I WATER TIGHT — (1) LAYER 555 5MOOT14 SMOOTH CONNECTION. (1) LAYER 05 GAP I ( 1) LAYER 585 I) LAYER 585 GAP SEE WALL SECTIONS FOR MINERAL SURFACE SPECIFIC ROOF DECKING" 5UZFACE MEMBRANE AND INSULATI P N 11 3 OR 4 PLIES OF TYPE IV PLY SHEETS EXTENDING 3' SCALE T -T -O* LADDER NONE ALL ABOVE THE CANT APPLIED IN I 3 OR 4 PLIES of TYPE IV APPROVED18PLYSHEETSEXCTENDING3EDCRICKETFMETALEDGESPAINTHOTASPHALT. OR PERMITSCOTT ISSUANCEABOVETHEGAPPLI® NTTF CAZ EBLACK. EKAS & ASSOCIATES. I OClFIRESTONEMBeOilASET5H1T. HOT ArSPfIAL . BY RTES, INC. u3/8 X 2 BA R ROOF DECK These plans have been DATE applicable codes and reviewed for adherenceFIRESTONEMBBASE5HEET. hereby granted to ordinance. theAuthorizationapprovalissuepoeR-14 BATT A val by all aPPiicissu a building permit ends , s VINYL FACE City agencies. Pending o IF A COMBUSTIBLE PARAPET WALL, The issuance or r Of these i 9 of a permit based2x4FRAMINGATMEGHANIGALLYATTACHBASEPRIORROOF approval granting TO ATTACHING THE FLASHING PLIES. R -KI BATT a an construed onPermitorPansshallnotbe16O.G. MAX. codes or approve Y violation to2rMNATTACHUSINGIINTEGRALGAPNAILScodesordinance. No permit r the applicableATIAs . fL AND q' O.G. IN THE LAPS. FACE codes shall be oldie presumed toorcanceltheprovisionsof such ATC NOTE• PARAPET DETAIL PARAPET DETAIL C NAME 1/2A =T -OA 2PROVIDEMIN. 6 10 DETAIL TOE SPACE FROM W a x RA RODSALLOROTHERW8DTORAILS. OBSTRUCTION. RAIN DIVERTER, OVER CEMENT TILE ROOF. NIGHT WALK UP WINDOW SEE SHEET AB.4 WXWBWRAM FASa TO W a NO FLOOR rangy FASii 06 AS Ff" ` STAW OFFS AS W500 TO ACZe POOP INCH. 14' -6" FLAT ROOF FLAT ROOF ROOF HATCH I6 FACE OF STRUCTURAL WALL BELOW ROOF ACCESS SCALE 1w -T -Ow 15 14 "x8" (APPROX.) ALUMINUM OR Menomonee PLYWOOD CRICKET. GALVANIZED WALL LOUVER WITH SLOPE 1:12 RECESSED FLANGE AND INSECT r- — SCREEN. PAINT FINISH TO RAIN DIVERTER, PLYWOOD CRICKET. F_ __1 MATCH WALL. LOCATE IN OVER DOOR SATALITE IAC-2) CEMENT PLASTER. 6 ABOVE SLOPE 1:12 AG -i DISH BASE 540# TRANSITION TO ROOF 1050# 300# L_ FAMGO OR MAKE -UP AIR APPROVED EQUAL. (800) L 250# 234 -1903 www.famcomfg.com 2' -0" CL OF SYMMETRY' 1," GOOR 4 EXNAUSTN m J _ 22' -O" CONDENSER WOOD MNFR. 11-0" Ib' DIA I TOP OF CONDENSER 300# v 1611 VIA PARAPET CONDENSER ROOF DRAIN INTERNAL 2` LIP 16 CONDENSERER GOND EQN#SER do FLASHING AT OVERFLOW 6 I 1:1 13' -0° _ 2DRAIN _ El _ I ROOF MEMBRANE(s) I 14' -6" I I N O 6 PLYWOOD DECK I PARAPET DRAIN DECK — CANT 10 PARAPET RECEIVER CLAMP STRIPS I I AS REQUIRED BY INSULATE DRAIN BODY A5 REQUIRED BY ROOF DRAIN WITH INSULATING CEMENT ROOF DRAIN I OPEN I SIZE TO OVERFLOW DRAINS SIZE IINSULATION (SEE SPECS). — ELEVATIONS SHOWN N X,-XX' ARE TO TOP OF TOP PLATE OR TOP T — — — \ OF LEDGER. 0 4 8 I. ALL ROOF 5LOPE5 SHALL BE 2. CONTRACTOR TO USE t CN.E I 1/4" MIN. UNLESS OTHERWISE CRICKETS AS NEEDED FOR TOP OF 10 TOP OFNOTED. POSITIVE DRAINAGE. PARAPET _ PARAPET ROOF DRAINS 16 ROOF PLAN 1/8 °4- 011 4 J DATE SMG 1 5 05 W N DATE GAB 4/7/05 JOB NO. 02-04 t1! ac V) N v O w 0 m Q 00 0 0 o I Y 0 C: 0 O W M D LLi w C) W LL U) W 0 v Z U C 00 C-) W U w CL M Z 5 i 0 C15 Q U Z N 0) i9 l Q rZ a cn F- C) 0 0 Cc> 0 co0 mmmm mQQQQ ca ca ca C6 O Z a U LA7% Yppp2gfyt ft bw2wdjas nO ~PiC dB CL Y ,rtrrar cos,Jr nI W G.nl , !l , n .. F.. Iwrsra_A Ri1S t1 n d t Fes. W.. r x , . a. .: ,.. ... Wit. .- ... .. .,. v >.. 7 y( t.tz It ihi'i 1 tfx 7 I .. .. . e kr aet1 'nt 7 a, nth r nr zrf s.vr1 c and a. tP a 1e thtrE a bu ,.I2l ed u , .. ... ... . LW 90 utrh 1Vtrntph Iii) ugih JOB NO. C\I OCU Wit; `• ,. t d„ ,.: ni:MC4' <iC ___,.;' .. o- GO.SE: _ _ ",r'_ a... ti r. • test. e' S r t 1 t 6o r bo t c' , ". h!r< K 14 t1uv[ ";Mew Stunk, Q P f} w k 41L:- 60 [1 aOE .- mac^. -_+r. _. tr .. n, . , r ... ,Y N W Z I+ 4! .ed..u.n_ l : 4• . •;ili .f#, 7 + iS1 ,iI S}- 13y. t 1tnL 7s -.. S. „ r.f r P Gi a uO R tG, El 5R4P d a[... i- l _ v145trctv.- A CL 7Fti?att Iidii: €Hr! ':r%.: sitatfl d l a `lam 7-12 2ich k ; c#;ng, xt n lkd, LuY ff:, iapti 70* mph ' I 0 r:_rh 90 utrh 1Vtrntph Iii) ugih JOB NO. C\I OCU t t d„ ,.: ni:MC4' <iC ___,.;' .. C 'F.,..i,.. .:, ;: Y7h .._M R: GO.SE: _ _ ",r'_ a... 1 iJ 7nGit41 x , s la, t Cp T O 6o r bo t c' , ". h!r< K 14 t1uv[ ";Mew Stunk, Q P f} w k 41L:- 60 [1 aOE .- na''r: ittir rif.4 2, -. j , 4 4 IL 1HA : 1 C F r N W Z I+ 4! .ed..u.n_ l : 4• . •;ili .f#, 7 + iS1 ,iI S}- 13y. t 1tnL 7s -.. S. „ r.f r P r[. : z - a uO R tG, El 5R4P d a[... i- l _ v145trctv.- A b fG -61tf A t, L Z r a : - ''fiU - 45*, tiu fail': iw.tk:. 53 c ' 2-2 fL La 4} .. ` I 60 4, ' - 00 fL - 5 g, w L- o0k_ : s llt H z' rl14 =;_ LtZH s4• ' ; - ,w Q c Q C-D I C c CL d W D FDRAWDATE ED BY DATE 4/7/05 JOB NO. C\I OCU N t` U) V) OF DRAWINGS O CD 1 T 00 z 1 p m J T O O O_0m 0J r i 4 t< s1 fxl:;:rse Orr U in FyU Wm D L) N U L9 W T z z 1: Q 0) en v a t c Ellcitzt 1k tife su'6c,Gip- mish.r.,tw rrriis$ishwitEyCave'' U pZ CL Z 1 t 11 w. x h 4° tnr an a ,r rl,ks 1. , o 1irt>r or 6 rye bs;.ui3 .tilJ lim uE=vi tit+ yitiauirant) ', A. CL Is- W D FDRAWDATE ED BY DATE 4/7/05 JOB NO. C\I OCU N t` U) V) OF DRAWINGS O CD 1 T 00 z 1 p m J T O O O_0m 0J Orr U in FyU Wm D L) N U L9 W T z z 1: Q 0) en N D v a U pZ CL Z O W p 11 H Q 4° o Q c Q o C-D I C c O z WZ Nfl1 ZZr4y., x fla 8 Z tJQ K ~V zzON µQrjZZQZZ U k °gp O ZVw{ l! V a W QQQQ¢¢ jjGGLG:: ZN opppW,,, ic-d X395a a Owes 90 o.o Ziy o E5 OF-6 as ago u g^ zo W 6zH9wllq,g F-m G i4i8 U~ 9 Q s, 7" WW wu) adov °mapp,s N=WZ ZFHli' CL Is- j FDRAWDATE ED BY DATE 4/7/05 JOB NO. C\I OCU N t` A8'-' 4 t• OF DRAWINGS O CD 1 T 00 0> 00 1 T O O c cz Orr U n' D 0 v / - Mw U U L9 T cz z 1: Q 0) N D O v a N BY 2/3/ 05 FDRAWDATE ED BY DATE 4/7/05 JOB NO. 039-003-02--04 DRAWING NUMBER A8'-' 4 t• OF DRAWINGS DOOR c;Du • LLJ DOORS FRAW:5 ADDITIONAL INFORMATION HEAD JAMB DET. FIRE RAT. REMARKS NO. ND. RM NAME DOOR 51 ZE MATERIAL FINISH TYPE HARDWARE MATERIAL FINISH TYPE HEAD/ 101 CONVENIENCE STORE PAIR 3' -0 "W x -P-ON 14 ALUMINUM ANODIZED DI A ALUMINUM ANODIZED WINDOW C STOREFRONT TEMPERED GLASS 101 102 -OFFICE 3' -0 "W x T -0 "H x 1 3/4" T HOLLOW METAL PAINTED D2 G HOLLOW METAL PAINTED HFI A 102 103 MEN 3' -0 "W x 7' -0 "H x 1 3/4" T HOLLOW METAL PAINTED D2 D HOLLOW METAL PAINTED HFI D 103 104 HALLWAY 3' -0 "W x 7' -0 "H x 1 3/4" T HOLLOW METAL PAINTED D2 E HOLLOW METAL PAINTED HFI B 104 105 6' _ 011 31-011 6' -O" 31 -01 1 105 WOMEN 3' -0 "W x 7' -0 "H x 1 3/4" T HOLLOW METAL I I T IPAINTEDD2DHOLLOWMETALPAINTEDHFID 106 STORAGE 2' -0 "W x 7' -0 "H x 1 3/411 T HOLLOW METAL PAINTED D5 B HOLLOW METAL PAINTED HFI A 106 107 ELECTRICAL ROOM PAIR 3' -0 "W x T -0 "H HOLLOW METAL PAINTED 03 F HOLLOW METAL PAINTED HF2 8 LOUVER TOP AND BOTTOM 107 / 108 CAR WASH EQUIP. PAIR 3' -0 "W x T -0 "H HOLLOW METAL PAINTED D3 F HOLLOW METAL PAINTED NF2 A LOUVER TOP AND BOTTOM 108 / / 109 STORAGE 3' -014 x T -044 x 1 3/4" T HOLLOW METAL PAINTED D2 B HOLLOW METAL PAINTED HFI A 109 _ _ / FLUSH - / \ FLUSH o 110 CAR WASH TUNNEL OPEN 110 Z ' G=_ I IIOA GAR WASH TUNNEL OPEN IIOA _ \ _ o • \ 24 "x I6" \ 111 RESTAURANT 3' -011 x 7' -0 "H ALUMINUM ANODIZED D4 A ALUMINUM ANODIZED WINDOW C STOREFRONT TEMPERED GLA55 111 1 - KICK PLATE LOUVERS cn 1F III RESTAURANT 3' -O "W x T -0 "H H.M. PAINTED D7 A N.M. PAINTED WINDOW C STOREFRONT 20 MIN. WIRE GLA55 CO BOTH 51DES 112 HALLWAY 3' -0 "W x T -044 x 1 3/4" T HOLLOW METAL PAINTED D2 E HOLLOW METAL PAINTED HFI B 112 z OD1 TEMPERED I D2 o D3 T D4 TEMPERED GLAZINGOEGLAZING _ IN ALUM. STOREFRONT DOOR AND HARMIKA "Z NOT. o IN ALUM. STOREFRONT WIRE GLASS AT Ua" 814 RATED DOORS WOR014"Ofim 1. ALL HARDWARE SHALL BE INDUSTRIAL GRADE WITH X'60 9wfisE'R6SATINCHROMEFINISH. 2. HINGES SHALL BE BALL BEARING TYPE Le 2 3. HARDWARE SHALL CONFORM TO GOVERNING 2*' -4"* 3' -0" fi- Ps_4b ACCESSIBILITY REQUIREMENTS. 4. DEADBOLT5 SHALL BE OPERATED BY A / /' \ t THUMB TURN ON THE INSIDE. 526:1<0 Will .185 5. PROVIDE STRIKES, SILENCERS, BOLT COVER PLATES, _ / _ / \ ETC. FOR A COMPLETE INSTALLATION. o o € iE 6. PROVIDE WEATHER STRIPPING AND THRESHOLDS AT ALL EXTERIOR DOORS. _ / 1 . I PYw l I^ r MET A 1 11f'• O \ 7. FAG T OR Y PRIME PAiiv i AL.L SURFAI,ES yr I E 1 - I DOOK \ KICK PLATE AND FRAMES. \ W i W.Mos 80TH SIDES 8. PROVIDE SEALANT AT ALL EXTERIOR DOOR FRAMES..,.,,,, -., WW fld 9. PROVIDE WALL MOUNTED T ED DOOR BUMPERS AT ALL DOORS D3 D6 D7 ` TEMPERED GLAZING SWINGING INTO WALLS WHICH DO NOT HAVE 5TOP5. IN ALUM. STOREFRONT 10. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE 1 OR EFFORT. PROVIDE SELF - RELEASING LOCKING DEVICES ON EXIT DOORS. 11- A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS WITH A MINIMUM ONE (1) INCH 2 5 SHALL 8 PROVIDED ADJACENT TO THE FRONT 1 4 "1'-O" cc ® o o LETTER E AD DOOR TYPES ENTRANCE EXIT DOORS. " u 12. HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE i> FLOOR. CBC SECTION 1133B.2.5.1. F' 13. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 10' -5" 16' -8" 10' -11" 8 -112 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUGH PULL OR PUSH EFFORT BEING 3' -3" 3' -3" 3' -311 3' -0" 3' -3" 31 -3" 3' -2" 3' -2" 3' -5" 3' -5" Wd 3' -5" we APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN J OFIREDOORSAREREQUIRED, THE MAXIMUM EFFORT TO N T OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM - p N O ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE 4 T .,.., C 0 AUTHORITY, NOT EXCEED 15 POUNDS. CBC SECTION 11338.2.5 0 / o s o p 0 m Q 0) 14. ALL DOORS AND HARDWARE SHALL COMPLY WITH THE CITY m / OF BRENTWOOD SECURITY REGULATIONS. T C Co p p L LL O \ o T T T I tz (D o M CJ tTn INTERNATIONAL SYMBOL OF ACCESSIBILITY z CO SEE DETAIL 2 /A9.1 = Co 1 Cfl j N CL A 8 OOO r s DOOR SCHEDULE 4 15 2' -11" 2' -8" 2' -11" 2' -11" 2' -t30 2' -II" LAI 3' _25/80 V-2 5/ IZ J J U O F LLJ D O1` 3 O L 0) GAB N (0 O 0 U a 0) 07 o .- D oCO ACRYLIC PLAQUE EQ. EQ. L1211. '—j INTERNATIONAL SYMBOL C/) "= Co 0 z E 0 m 0) O ROOM IDENTIFICATION SIGN OF ACCE551BILIT Y a 1 Gm in W E w N w 6" 9" z INTERNATIONAL SYMBOL 10 RAISED LETTERS CENTERED ON SIGN TYP. 3) #I2 x 3" LONG FLAT 16" O.C. o- zg OF ACCESSIBILITY a VERBIAGE TO BE "WOMEN', HEAD WD. SCREW PER SCUD. WD. SCRSUNiG STAINLESS STEEL PLAQUE 314 HIGH UPPER -CASE, LIGHT COLOR ON DARK BACKGROUND MEN' "BOY'S' 'GIRL'S" OR UNISEX' AS APPROPRIATE BACKGROUND COLOR SHALL CONTRAST WITH DOOR IC, Q HEAD IN STL. PLATE A341 TtB @ LIGHT LETTERS TO ROOM DESIGNATION. COLOR, TYPICAL EA. END, TYP. 4x DOUGLAS #I ASSISTIVE LISTENIN ON DARK BACKGROUND ILIG T COLOR ONERS BRAILLE TACTILE DOTS 0 BRACE. 0 SYSTEM IS CONTRASTING 1_01 DD 1,_O" m m LET -IN 1/4" x B" STEEL PLATE INTO STUDS, TO AVAILABLE COORDINATE W/ THE SCHOOL DARK BACKGROUND BRAILLE 6" 12° SIGN MATERIAL SHALL BE ACRYLIC PLASTIC W/ 1/32' RAISED BORDER, wow CLEAR ACRYLIC PLASTIC, TYP. SPAN ONE STUD BEYOND W THE FIRST AND LAST PLEASE ASK DISTRICT TACTILE DOTS B MIN. 0 G APHIC TI HARAHCTERS. GRAPHIC COLOR ON CONTRASTING DARK OPAQUE W141TE ACRYLIC PLASTIC BACK FIXTURE MOUNTING POINTS. 1- IJa ° 0 BACKGROUND. SECURE TO BUILDING PAINT BACKGROUND ON gilureffili v a5 W/ EPDXY ADHESIVE AND 3/16 °' INTERIOR FACE OF z4d`!1ZT g z ..N o Z p 5#KOF t5 1it SYa Q 5CJgiW1, OZi7-7 WZnjW g U8jpa INTERNATIONAL SYMBOL OF g wOS JJaW`aZ 9F6z FINISH 4) X 1 -3/8 L. VANDAL-RESISTANT CLEAR PLASTIC. 2X STUDS @ I6" O.C., TYP. f ACCESSIBILITY FOR HEARING LOSS. FLOOR W/ PLASTIC AN SECURITY SCREWS W/ PLASTIC AJ JGHORS. RADIUS CORNERSLIGHTCOLORONDARKBACKGROUND WALL FINISH WOOD STUDS NQIE: SIGN MATERIAL SHALL BE STAINLE55 STEEL W/ 1/32 RAISED NOTE: LETTERS AND NUMBERS SHALL BE RAISED 1/32" MIN., 5/8" NIGH MIN. AND BE SAN5 -SERIF UPPERCASE CHARACTERS ACCOMPANIED I 7 TOILET ROOM DOOR SIGNAGE DESIGN OR SECTION A I B BACKING FLAN BORDER, GRAPHIC 8 CHARACTERS. GRAPHIC 4 CHARACTERS SHALL BE LIGHT COLOR ON CONTRASTING DARK BACKGROUND. BY r ONTRACT'ED GRADE 2 BRAILLE. BRAILLE DOTS SHALL BE 1 /10" O.C. IN EACH CELL W/ 2/10" SPACE BETWEEN CELLS, RAISED 1/40" MIN. ABOVE BACKGROUND. ALL OTHER DETAILS OF BRAILLE AND 5TANDARD LETTERS AND NUMBERS 5NALL BE RAISED 1/32" MIN. 5/8' HIGH MIN. AND BE SANS -SERIF UPPERCASE CHARACTERS CENTER OF SIGN SHALL BE CENTERED ON 6 DOOR AND MOUNTED 60" ABOVE THE FLOOR, (REFER TO ) SECURE TO BUILDING W/ EPDXY ADHESIVE AND (4) 3/16 X 1 -3/8" TITLE 24, SECTION 1117 B.5. 4 111513.5 LONG VANDAL - RESISTANT SPANNER -HEAD SECURITY SCREWS W/ CHARACTERS SHALL CONFORM W/ SECURE SIGN TO THE BUILDING W/ EPDXY ADHESIVE AND (4) 3/16 rh ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. BRAILLE DOTS SHALL BE 1 /100 O.G. IN GH CELL W/ 2/10' SPACE TO CENTER LINE OF SIGN. W/ EPDXY ADHESIVE AND SECURE SIGN TO THE DOOR rti " 4) 3/16 X I L. VANDAL - RESISTANT PLASTIC ANCHORS. X I -3/8" L. VANDAL- RE5157ANT SPANNER -HEAD SCREWS WITH BETWEEN CELLS RAISED 1/40 MIN. ABOVE BACKGROUND. ALL SPANNEi2 -HEAD SECURITY SCREWS. PLASTIC ANCHORS. OTHER DETAILS OF BRAILLE AND STANDARD CHARACTER5 5HALL CONFORM W/ T -24, SECTION 1117 B.5 AND 11158.5.1 INFORMATIONAL SIGN 3 ° -1' -0. 16 ROOM IDENTIFICATION SIGN r =1' -o' 11 TOILET ROOM SIGNAGE r'ar -o' 6 D.P. TOILET RM SIGNAGELAVBACKING (WD.) s' -1' -0' SIMP50N A34 FRAMING TOP BOTTOM 12° ACRYLIC STEEL SIGN 6" 9" I" HIGH LIGHT UPPERCASE TRIANGLE TO114THK. TR G IB/ 4 THK CIR O r O DECAL » DISPLAY CONDITIONS © 36 SQ. 0 PAkMT. INTERNATIONAL SYMBOL OF ACCESSIBILITY la" MIN lau MIN 6' MAX. AND AT EA. END 5TAINLE55 STEEL PLAQUE LETTERS ON IMAGE 6 "" MIN. WALL FINISH DARK BACK- GROUND. NAME SUB. SURFACE CENTERED ON SIGN 0 DOOR OF D.P. FACILITY 1 t WATER 12 FLAT HEAD WOOD SCREWS FASTENED TO WOOD STUD BACKING. I" NIGH UPPERCASE DIRECTED TO RESTR M0 BACKGROUND COLOR LRL T WITH COLOR z o k` `. o o Glx COOLER OR LIGHT COLOR LETTERS US-- DRINKING FOUNTAIN I t t /4 "^' GRAB BAR N o v ^iv DARK BACKGROUND THIS RESTROOM IS DECAL AT ENTRY DOOR: ALL CLEAR ACRYLIC PLASTIC BUILDING ENTRANCES THAT ARE z w i ii2" uiA. PIPE - _ p a aiRAILGUARD, TYP. MAX ` 111 4x6 BACKING BETWEEN VER jI vLS w/ tY SIMP50N A34 TOP g BOTTOM AND FASTENED z NOT ACCESSIBLE. NEAREST ACCESSIBLE RESTROOM IS ........ INTERNATIONAL SYMBOL OPAQUE WHITETE ACRYLIC PLASTIC BACK PAINT BACKGROUND ON BY PHYSICALLY DISABLED PERSONS SHALLABE IDENTIFIED SIGGN AT LEAS1 ONE STANDARD cal TO VERT. STUDS 11!2 u- L OF OF ACCESSIBLE PARKING SPACES: OC PICTOGRAM ON DARK CLEAR PLASTIC ALL PARKING SPACES z in BACKGROUND RADIUS CORNERS DESIGNATED FOR USE BY PHYSICALLY DISABLED PERSONS 2 1/2 " MIN. EMBEDMENT ASTERISK INDICATES LOCATION OF BUILDING SECTION SHALL BE IDENTIFIED WITH A 6' 2x WOOD STUD NOTE: SIGN MATERIAL SHALL BE 5TAINLE55 STEEL W/ 1/32 RAISED 36 SQUARE INTERNAl10NAL SYMBOL OF ACCESSIBILITY MAX NOTE: SIGN MATERIAL SHALL BE STAINLESS STEEL W/ 1/32" RAISED BORDER GRAPHIC 4 CHARACTERS. GRAPHIC # CHARACTERS SHALL BE LIGHT COLOR ON CONTRASTING DARK BACKGROUND. CENTER OF SIGN SHALL BE CENTERED ON 6 DOOR AND MOUNTED 60' ABOVE T14E FLOOR, (REFER TO ) PAINTED ON PAVEMENT. PROPORTIONS BORDER, GRAPHIC 4 CHARACTERS. GRAPHIC 4 CHARACTERS SHALL BE LIGHT COLOR ON CONTRASTING DARK BACKGROUND. r hSECURETOBUILDINGW/ EPDXY ADHESIVE AND (4) 3/16 X TO CENTER LINE OF SIGN. SECURE SIGN TO DOOR W/ EPDXY ADHESIVE AND (4) 3/160'° X 1' L. VANDAL - RESISTANT THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE GRAB DAGRABBAIL SECTION SECURE TO BUILDING W/ EPDXY ADHESIVE AND (4) 3 /Ib X I -3/8" LONG VANDAL - RESISTANT SPANNER -HEAD SECURITY SCREWS W/ PLASTIC ANCHORS. SPANNER-NEAD SECURITY SCREWS. BACKGROUND. THE BLUE SHALL RE EQUAL TO 1 -3/8' LONG VANDAL - RESISTANT SPANNER HEAD SECURITY COLOR No. 15090 IN FEDERAL SCREWS W/ PLASTIC ANCHORS. D.F. RAIL GUARD N.T.S. 27 3 " ®' G. B. BACKING (WD.) 1-0 22 11 2 ° =1' -0' DIRECTIONAL SIGN / 17 I C I N L SIGN Sit -0' D RE T 0 A G 12 UNISEX D.P. DOOR 1" =r-o' 7 ACCESSIBLE SIGNAGE SCALE: 111T =1' -0' 2 Ib' O.G. STUD WALL SIMPSON A34 CLIP ASSEMBLY OR EQUAL TOP AND 11 CUT AND BEND BOTTOM EA. END. STUD WALL FLANGE 4 RETURN LIP CERAMIC TILE IX4 CONTINUOUS FOR WHERE OCCURS CABINET BACKING STAINLESS STEEL SIGN 4- #10 S.M.5. PER MAXIMUM 4 STUD TYP. PARTITION PANEL OR 12 X 2 -3/4" FLAT HEAD WOOD SCREW AT 12 O.0 SINK, SEE PLUMBING WALL POST OCCUPANCY-% 1" HIGH UPPERCASE DRAWINGS SPECS. a LIGNT DOLOR LETTERSao 6" MAX. DEPTH) BACKING- REFER "TO SIM. ON DARK BACKGROUND GYP. BOARD FIN15H 66 DRIP BULLNOSE ATRADIUSALLSINKMODULES 0 MOUNTING BRACKET PERSONS 4X6 BACKING EACH CABINET MODULE r • 6 I6 GA UNPUNGHED SHEET METAL SPANNER HEAD SECURITY SCREWS TO BE ANCHORED TOP 4 BOTTOM x STEEL STUD BACKING OR FLAT HEAD WOOD SCREW LINE OF MAX. STEEL STUDS ENCROACHMENT @ I6" O.G. VERIFY W/ PARTITION NOTE: MFR. FOR BACKING I. EXPOSE WALL FRAMING WHERE BACKING m u U LOCATIONS. IS PROVIDED. N JROOM E TO O FIN15 B ELEVATION INSIDE MODULAR 01 CABINET TOILET PARTITION ANCHORAGE HALF 1 . CABINET BACKING (WD.) 3 -1-0 23 A f ! ROOM OCCUPANCY SIGN 3 -1 -0 18 METAL STUDS @ 2' -b° 2' -6" 4. 30" NOTE: FRUSN VALVE DISABLED PERSON'S PER WALL LEGEND SHALL BE ON WIDE SEAT COVER DISPENSER TYP. SCREEN GLR. MIN, SIDE OF COMPARTMENT PARTITION DISABLED PERSON'S SEAT COVER DISPENSER HOT WATER AND DRAIN PIPES WALL — 30° EG2 EQ DISABLED PERSON'S WHERE OCCUR ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR CONFIGURED TO WALL FINISH 4. CLR. MI TOILET T155UE DISPENSER RECESSED) GRAB DISABLED PERSON'S TOILET TISSUE DISPENSER PREVENT CONTACT. THERE SHALL BE NO 12 x 1 5/8 FLAT HEAD STILE OR PILASTER EQ. EQ. URINAL 24" BAR SHARP OR ABRA51VE OBJECTS OR 5ELF- TAPPING STEEL GRAB BAR SURFACES UNDER LAVATORIES i SCREWS FASTENED TO CENTER CENTER 12" 32" 18" GRAB BAR STEEL BACKING PLATE. SHOE OF Q- LEVER LEVER b" 1 I/4' DIA. GRAB BAR r--- ASSEMBLY BOLT m M tOP OP _`A X J ., N = RIM ° r a,. TOP OP TOP EAT d SEAT , r v rl0 ° N o M N r- ` N NOTES: rb xlb GA STEEL STUD 5.5. ANCHOR BRACKET h m N r .. .- - - I. FAUCET CONTROLS 4 OPENING MECHANISMS WILL BE NAND NOT REQUIRE TIGHT ONE 14 S.S. ANCHORING SCREW (2 -MIN.) 14, 0 " OPERABLE WITH ONE AND SHALL 5 UD BEYOND 48 CLR. -E DOOR sx GRASPING, PINCHING -OR TW15TING OF THE WRIST. THE FORCE g THE FIRST AND LAST CONC. SLAB ACCESSIBLE ELEM./ PROJECTION CLR. rio0" CLR.-SI E DOOR (OUtSWINCs) ACCESSIBLE ELEM./ REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN o I • [p FIXTURE MOUNTING POINTS. 120A URINARGWR PARTITION 206 ACCESSIBLEISLE r c n 0D5T 2 20E WATER CLOSET 20F WATER CL05ET 20G WATER CLOSET CONTROLLED MECHANISMS BARE ACCEPTABLE. SEF ELECTRONICALLY CLOSING d a20051DEVEIW jy VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT m - FO PERMITOISSUf4NC LEAST 10 SECONDS. SCOTT FA EKAS 8 ASSOCIAT , NC. • TYPICAL ANCHOR, 2. WHERE SINKS ARE PROVIDED, AT LEAST ONE SINK 4 COUNTER BY DATETYPICALSTANDARD DISABLED ELECTRIC SHALL BE ACCE551BLE TO THE DISABLED. These Pians have en reviewed for adherence to the RED PERSON'S PERSON'S NAND DRYER hereb rarl appi here' Y 9e codes A is SEAT COVER SIDE t BACK DISPENSER SPLASHES INSULATED TRAP 4 HOT WATER MIRROR MIRROR 24 "x36" MIRRORINSULATEDTRAP , 4 HOT WATER LIQUID SOAP ELECT. NAND DRYER o ° o o approval by ai{ apphAGRABBARSECTION The issuance or approval of these ssueordinance building eimazation pendingadieCityagencies. ranting of a permit based on TOILET TISSUE PIPING DISPENSER PIPING DISPENSER @ +40" r iii MAX. i',• %/ Z Mans sn;Il not '.- • .- codes or o: it ,c BACKING (MTL.) to ' e ANCHORAGE HALFTOIEa,PARjjTI0N h 4zD.P. COUNTER SINK 3 /4, -1p -0" 14 CL B. d - r e's shall b 1 LINE OF E m LINE OF INSULATED TRAP 4 e NOTES' C14 MAX. r- ENCROACH- `%' MAX, r HOT WATER PIPING ENCROACH- ' NO I- GIVEN HEIGHTS ARE APPLICABLE FOR WATER COOLER MEN T MEN T EDGES OR COR ER5 AND DRINKING FOUNTAIN. D P'S COUNTER D P.'S WALL D P'S MIRROR 20H STANDARD 20J STANDARD 20K MOUNTED LAVATORY 20L MOUNTED LAVATORY 20M 4 SOAP DISPENSER 20N HAND DRYER 20 " F METAL STUDS I8 /z" 4) - 10# 5.M.5. IX4 CONTINUOUS FOR 18" PER CABINET BACKING I\" MAX. GAP SINK OR URINAL 18" 32' MIN. BETWEEN WALL AND BENCH TYP. lb" CLR, TYPICAL BUBBLER r'b" MAX. n12X2 -I/2 MIN. FLAT WHERE OCCURS CLR- 28" MIN. 5' -0" MIN. FLEXIBLE SHOWER HEAD S.M.S. AT 12" O.0 FACE OF WALL WHERE OCCURS SHOWER HO5E ut 8 "x 16 GA STEEL STUD Til DISPENSER DISABLED 3 MAX. PROJECTION Q- z MIN. 60" LONG 24p MAX. BACKING, SD BEYOND THE FIRST PLASTER FINISH EA. SIDE PERSON'S PARTITION WHERE r! cc rL MIXING AND LAST FIXTURE MOUNTING STANDARD OCCURS OTHERWISE IT IS A WALL 1 FLIP -UP r ,' °. SEAT VALVE 61 GRAB BAR w POINTS. bxlb GA STEEL STUDS TOILET SEAT 6COVERDISPENSER +a DIq, c R a.,y RGQUIR 6 0? I6 SP E " Q Q XQ X X Q E p cA a' r °' N - I\ DIAM. - r NmNPIPERAIL METAL STUDS @ 16" O.C., TYP. BACKING, CUT FLANGE AND RETURN LIP A SHOWN ON DETAIL q8 DOOR LOCATION GUARD WHERE OCCURS WALL _...__ ._ 180 TO 24" F m BUR Q NOTE: SLOPE I. EXPOSE WALL FRAMING WHERE BACKING SANITARY NAPKIN 20P 200 TYP. TOILET PLAN 20R TYPICLAL SHOWER 20S' SEAT WALLL 20T BACK JLE ATION 20U WALL SEAT ATION 15 PROVIDED. DI5PO5AL HEIGHT SCHEDULE TYPICAL TOILET FIXTURES AND ACCESSORIES 1/4' =l' -o' 20 ACCESSIBLE D.F. W/ GUARD RAILS 3/4'-1' -0' 15 LAV. BACKING (MTL.) s " -r-o• 10 11 1 nCABINETBACKING (MTL.) s -1 -0 5 IZ J J U O F LLJ D O1` 3 O L 0) GAB N (0 O 0 U a 0) 07 o .- D oCO U C/) "= Co 0 z E 0 m 0) O 0n O 1= a 1 Gm in W E w N w t=n z w x w o- zgo IC, Uj 0 0 0 DD CC? m m C.6 O z v 1- IJa ° 0ROBBAra1,-1?69 5ozo$ 0 + to 1<?d' o r.S m 4a-'-'- gilureffili v a5 z4d`!1ZT g z ..N o Z p 5#KOF t5 1it SYa Q 5CJgiW1, OZi7-7 WZnjW g U8jpa g wOS JJaW`aZ 9F6z 8O f IZ J J U O F U U D O1` 3 O L 0) GAB N (0 O 0 U a 0) O o .- D oCO U C/) "= Co 0 CO T- LO E Z 0) O j N :5 0) v h 1 DRAWN BY U SMG 1 16 05 CHECKED BY W oa- GAB i- y g V DRAWING NUMBER 7 OF DRAWINGS U U aa W DRAWN BY DATE SMG 1 16 05 CHECKED BY DATE GAB 4/7/05 JOB NO. DRAWING NUMBER A912 OF DRAWINGS r CS Cc Bf 8' -6n anO Tn Qr, ° SUS. GWB CEILING STL. STUD HANGER PER STRUCT. DWG. STL. STUD CLG. JOIST PER STUCT. DWG. GYP BD. W/ T" MOLDING ATTIC ACCESS METAL ACCESS COVER PAINT TO MATCH CEILING FINISH — GA. HANGER WIRE I GA. SPLAY W I RES / 0" O.G. OR EXTEND RT. CHANNELS ATTA STRUCTURE ABOVE rP. BD. ATTACHED T rRUCTURE ABOVE JSPENDED GYP. BD. 1/2 " G.R. CHANNELS 4' -011 O.C. MAX. @ EA. END TYP. S.M.S 1/2" C.R. CHANNEL IAGONAL BRACE @ A. HORIZ. /VERT. CHANNEL 1/2" C.R. CHANNEL AIN RUNNER @ 4' -0" O.G. 8" FURRING CHANNELS _ 24" O.G. 4 @ EDGES GYP. BD. SOFFIT 11/2 "a1' -OA CONDUIT. CONDUIT 3/4 INCH DIAMETER OR LESS MAY BE ATTACHED TO WIRES USING APPROVED CONNECTORS. 13. LIGHT FIXTURES: ATTACH TO CEILING SYSTEM TO RE515T HORIZONTAL SEE DETAIL I. EXITWAYS: SURROUND EACH PANEL WITH A MAIN RUNNER, CRO55 MAIN 11/2 ° =411/2"4-1101" 1V 14. RUNNER OR LEDGER ANGLE. CEILING 2. COMPONENTS: SYSTEM SHALL SUPPORT NO OTHER COMPONENTS WiTI- IUFOUR TAUT 2 GAGENWIRES. WIRESETO BE CAPABLE OF MI-FULL MC21 0. EXCEPT GRILLES OR LIGHT FIXTURES. SUPPORTING 4 TIMES WEIGHT OF UNIT. B. MANGER WIRES: MINIMUM 12 GAGE, MAXIMUM 16 5F. NO SPLICES SURFACE MOUNTED FIXTURES: SUPPORT WITH MINIMUM TWO POSITIVE one C: 0 PERMITTED. r I m Ln 4. PERIMETERS: HANGER WIRE WITHIN 8 INCHES OF SUPPORT OR WITHIN 1/4 OF LENGTH OF END TEE, WHICHEVER 15 LESS. HANGER WIRE. SPRING CLIPS OR CLAMPS NOT SUPPORTED BY U 5. PROVIDE SUPPLEMENTARY SUPPORT AT OBSTRUCTIONS AND A35 W/ #10 CV CL 5 SUPPORT AT CEILING BREAKS OR SOFFIT. COUNTER SLOPE WIRES I PER HANGER SUSPENDED GYP. BD. THAT ARE MORE THAN I IN 6 OUT OF PLUMB. I 6. ATTACH SYSTEM TO NOT MORE THAN 2 ADJACENT WALLS; LEAVE U 0Cl HANGER, CAPABLE OF SUPPORTING 4 TIMES WEIGHT OF FIXTURE. U I 1/2 INCH FREE OF OTHER WALLS. WHERE WALLS ARE DIAGONAL, PER NON - BEARING PARTITIONS TERMINATING AT CEILING SUPPORTED DIA- ONE END OF MAIN AND CROSS RUNNERS SHALL BE FREE AND NANGER cl GA. HANGER WIRE AND 1/2 INCH CLEAR OF WALL. 2x CONT. 7. PROVIDE STRUTS OR 16 GAGE WIRE TO CONNECT FREE END OF BLKNG. W/ I CROSS RUNNERS MORE THAN 12 INCHES FROM WALL. L16d @ 24" O.G. q GA. SPLAY WIRES AT 8. SPLAYED BRACING: SETS OF FOUR, 12 GAGE MINIMUM, MAXIMUM QP O SPACING OF 12 X 8 FEET. PROVIDE VERTICAL COMPRESSION STRUT 18. DO NOT ECCENTRICALLY LOAD SYSTEM. AT EACH SET OF BRACING WIRES. VERT. CHANNELS ATTACHED q. DISTANCE OF SPLAYED BRACING FROM WALL: MAXIMUM 4 FEET. m C m 10. SLOPE OF BRACING WIRES: 45 DEGREES FROM PLANE OF CEILING. TO STRUCTURE ABOVE Iq. SUSPENSION SYSTEM: HEAVY DUTY, . MAINTAIN WIRES TIGHT; NO SPLICES PERMITTED. 11. THREE TIGHT TURNS REQUIRED AT HANGER WIRE; 4 TIGHT TURNS AT 1 1/2 " C.R. CHANNELS BRACING WIRES, ALL WITHIN 1 -1/2 INCHES. ALIGN WIRES IN DIRECTION MATERIALS: v I OF PULL. @ EA . END TYP. O.C. MAX. @ EA 12 SEPARATE WIRES 6 INCHES FROM UNBRACED DUCTS PIPES OR CONDUIT. CONDUIT 3/4 INCH DIAMETER OR LESS MAY BE ATTACHED TO WIRES USING APPROVED CONNECTORS. 13. LIGHT FIXTURES: ATTACH TO CEILING SYSTEM TO RE515T HORIZONTAL SUS. GWB CEILING +1/2'-1 -0' (19 SUSPENSION SYSTEM NOTES SOFFIT 2x4 STUDS AT 16" D.G. WITH DIAGONAL BRACING AT 48" O.C. ANCHOR STUDS AND BRACING TO STRUCTURE ABOVE. SEE STRUCTURAL DRAWINGS. 5/8" GYP. BDARD J -MOLD I" GAP ABOVE COOLER. COORDINATE WITH COOLER INSTALLER TRIM BY COOLERMANUFACTURER. WALK-IN COOLER PER EQUIPMENT SCHEDULE q GA. HANGER WIRE q GA. SPLAY WIRES AT 8' -0" O.C. OR EXTEND EA. VERT. CHANNELS ATTACHED TO STRUCTURE ABOVE 1 1/2 " C.R. CHANNELS @ 4-0" O.C. MAX. 4 @ EA. END TYP. 10 S.M.S 1 1/2" G.R. CHANNEL DIAGONAL BRACE @ EA. HORIZ. /VERT. CHANNEL SUSPENDED GYP. BD. CEILING 7/8" FURRING CHANNELS GYP. BD. SOFFIT 1 1/2" G.R. CHANNEL MAIN RUNNER SUSPENDED T -BAR CEILING SOFFIT AT COOLER 1/2 "" E.M.T. 2 -#8 5.T.5.M.5. 3/4 "^' E.M.T. NOTCH END TO ACCO ODATE T -GRID) q VERTICAL COMPRESSION STRUT 12 GA. SPLAY BRACE WIRE W/ 4 TIGHT TURNS IN 1 1/2 " TYP. OISOMETRIC @ 2X2 ASHED) TRUT A TYP. YP. WIRES 3 TIGHT TYP. NOTE: COMPRESSION STRUTS: STEEL SECTION WITH L/R RATIO OF 200 MAX. STARTING NOT MORE THAN 4' -0" FROM ADJACENT WALLS TO SUPPORT A TRIBUTARY AREA OF % S.F. FOR HOSPITALS AND 144 S.F. FOR SCHOOLS. ATTACH T MAIN RUNNER WITH 1/4"0 MACHINE BOLT AND TO STRUCT, PER DETAIL A COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. N.T.S. 14 COMPR STRPER ESSION STRUT N T.S, 10 2x BLOCKING ROOF SHTG. TO SERVE AS PER STRUCT. UCTURAL NAILING SURFACE FOR GYP BD. 14 11f X CONT NAILER T 4 B + W /#8X21/25 @ 24" O.C. TO BOT CHORD 5/8" GYP. BD. DASH LINE) + MECHANICAL DUCT WHERE OCCURS. + CAULK AROUND OPENINGS w + tY FLAT 2x4 STIFENER ,. @48" O/C A35 EA JT 2x4 CONT. BOT. STIFFENER MAIN RUNNER WHERE OCCURS 11/2' =1' -O 15 DRAF-1151-OP 2 TUBE FLOURESCEP LIGHTS CONT. UN15TRUT REFER TO STRUCTURAL DWG. FOR CONNECTION t SUPPORT HANGER WIRE CRO55 RUNNER ACOUSTICAL CLG. TILE SEE DETAIL 10 /- FOR COMPRESSION STRUTS HALF-FLLL WECROSSRUNNER 5 12 GA HANGER WIRE @ 4' -0' TYP. SPLAY WIRE o 0 THRU. CONNECTION W/ 6 5.M.5. MAIN RUNNER CROSS RUNNER LAY -IN TILE SEE DETAIL 10/- FOR COMPRESSION STRUTS FORCE EQUAL TO WEIGHT OF FIXTURE. MAIN 11/2 ° =411/2"4-1101" 1V 14. AND AIR SUPPORTED INDEPENDENTLY CEILING5 WiTI- IUFOUR TAUT 2 GAGENWIRES. WIRESETO BE CAPABLE OF MI-FULL MC21 0. Z O SUPPORTING 4 TIMES WEIGHT OF UNIT. 15. SURFACE MOUNTED FIXTURES: SUPPORT WITH MINIMUM TWO POSITIVE one C: 0 U_ CO DEVICES WHICH SURROUND RUNNER; SUPPORT RUNNER WITH 12 GAGE m Ln C r HANGER WIRE. SPRING CLIPS OR CLAMPS NOT SUPPORTED BY U m w v HANGEK NIKE NV I PERMITTED. CV CL 5 16. PENDANT MOUNTED FIXTURES: SUPPORT DIRECTLY FROM STRUCTURE v' SUSPENDED GYP. BD. WITH HANGER WIRE OR CABLE PASSING THROUGH EACH PENDANT 30 0TO 45° CEILING PER DET 1 4 2 U 0Cl HANGER, CAPABLE OF SUPPORTING 4 TIMES WEIGHT OF FIXTURE. U I TYP 17. NON - BEARING PARTITIONS TERMINATING AT CEILING SUPPORTED DIA- z cl GA. HANGER WIRE GONALLY WITH BRACING OPPOSING WIRES MAXIMUM 8 FEET O.G. twn SHALL NOT BE CONSIDERED AS ADDING TO LATERAL LOAD OF CLG. q GA. SPLAY WIRES AT QP O V -0" O.G. OR EXTEND EA. 18. DO NOT ECCENTRICALLY LOAD SYSTEM. VERT. CHANNELS ATTACHED M m m C m TO STRUCTURE ABOVE Iq. SUSPENSION SYSTEM: HEAVY DUTY, . 1 1/2 " C.R. CHANNELS @ MATERIALS: v I @ EA . END TYP. O.C. MAX. @ EA A. CHICAGO: MAIN RUNNER 1870; CRO55 TEES 1874. W03W Uo c ME 9ahoa P_9 PRR ' 99 MORO] 2 w4N Z Zgv% SM -6a. ZF.'jF-mg B. DONN: MAIN RUNNER DX26; CRO55 RUNNER DX424. 6KK0p5g; ia g µq1 oq >_0U -§6zl a5 y j Wong 10 S.M.S Z NZTu oz••Z a =F 1 112" C.R. CHANNEL 43 % M121Wma: Z X800 bWyj 6 - %K rnZ7`. ! : "p) , 0a W0zN pQCI Q Q la fvlaMi 1 DIAGONAL BRACE @ 10' -0" EA. HORIZ. /VERT. CHANNEL G'r1P 1 112" G.R. CHANNEL CORN RD MAIN RUNNER BEAD C11-011 7/8" FURRING CHANNELS GYP. BD. SOFFIT SUS. GWB CEILING +1/2'-1 -0' (19 SUSPENSION SYSTEM NOTES SOFFIT 2x4 STUDS AT 16" D.G. WITH DIAGONAL BRACING AT 48" O.C. ANCHOR STUDS AND BRACING TO STRUCTURE ABOVE. SEE STRUCTURAL DRAWINGS. 5/8" GYP. BDARD J -MOLD I" GAP ABOVE COOLER. COORDINATE WITH COOLER INSTALLER TRIM BY COOLERMANUFACTURER. WALK-IN COOLER PER EQUIPMENT SCHEDULE q GA. HANGER WIRE q GA. SPLAY WIRES AT 8' -0" O.C. OR EXTEND EA. VERT. CHANNELS ATTACHED TO STRUCTURE ABOVE 1 1/2 " C.R. CHANNELS @ 4-0" O.C. MAX. 4 @ EA. END TYP. 10 S.M.S 1 1/2" G.R. CHANNEL DIAGONAL BRACE @ EA. HORIZ. /VERT. CHANNEL SUSPENDED GYP. BD. CEILING 7/8" FURRING CHANNELS GYP. BD. SOFFIT 1 1/2" G.R. CHANNEL MAIN RUNNER SUSPENDED T -BAR CEILING SOFFIT AT COOLER 1/2 "" E.M.T. 2 -#8 5.T.5.M.5. 3/4 "^' E.M.T. NOTCH END TO ACCO ODATE T -GRID) q VERTICAL COMPRESSION STRUT 12 GA. SPLAY BRACE WIRE W/ 4 TIGHT TURNS IN 1 1/2 " TYP. OISOMETRIC @ 2X2 ASHED) TRUT A TYP. YP. WIRES 3 TIGHT TYP. NOTE: COMPRESSION STRUTS: STEEL SECTION WITH L/R RATIO OF 200 MAX. STARTING NOT MORE THAN 4' -0" FROM ADJACENT WALLS TO SUPPORT A TRIBUTARY AREA OF % S.F. FOR HOSPITALS AND 144 S.F. FOR SCHOOLS. ATTACH T MAIN RUNNER WITH 1/4"0 MACHINE BOLT AND TO STRUCT, PER DETAIL A COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. N.T.S. 14 COMPR STRPER ESSION STRUT N T.S, 10 2x BLOCKING ROOF SHTG. TO SERVE AS PER STRUCT. UCTURAL NAILING SURFACE FOR GYP BD. 14 11f X CONT NAILER T 4 B + W /#8X21/25 @ 24" O.C. TO BOT CHORD 5/8" GYP. BD. DASH LINE) + MECHANICAL DUCT WHERE OCCURS. + CAULK AROUND OPENINGS w + tY FLAT 2x4 STIFENER ,. @48" O/C A35 EA JT 2x4 CONT. BOT. STIFFENER MAIN RUNNER WHERE OCCURS 11/2' =1' -O 15 DRAF-1151-OP 2 TUBE FLOURESCEP LIGHTS CONT. UN15TRUT REFER TO STRUCTURAL DWG. FOR CONNECTION t SUPPORT HANGER WIRE CRO55 RUNNER ACOUSTICAL CLG. TILE SEE DETAIL 10 /- FOR COMPRESSION STRUTS HALF-FLLL WECROSSRUNNER 5 12 GA HANGER WIRE @ 4' -0' TYP. SPLAY WIRE o 0 THRU. CONNECTION W/ 6 5.M.5. MAIN RUNNER CROSS RUNNER LAY -IN TILE 18 GA. UNPU-NCHED STUDS @ Wow O.G. 5/8' TYPE 'X' GYP. FIRE RATED ACGEE 6' STUD DOOR. ACUDOOR METAL BLKG PRODUCTS FW -505c 5/8' TYPE 'X' GYP. 311ffi1' —On { 11 FIRE !RATED ACCESS DOOR 1 1/2 °-1'-0' (16l LIGHT COVE U IING Y STL STUD 5LOCKING AT EILING HEIGHT R AT EVERY 10' VERTICAL GANGER WIRE W/ S TURNS iALV. ANGLE W/ 5.M.5. 1/2 " MAIN RUNNER 9 4' -0" O.G. 3.M.S. 7/8 " HAT FURRING CHANNEL @ 24' O.C. GYP. BD. CEILING rAPE ALL JOIN75 AND FIN15H GYP. BD. STUD SEE DETAIL 10/- FOR COMPRESSION STRUTS GYP. 13D. CEILING MY-L- ME 1 TYP. STL STUD BLOCKING AT CEILING HEIGHT OR AT EVERY 10' VERTICAL I I A AIr?= WIRE 1.1 / f ,.M,%jL i^II I`E Y`l/ 3 TURNS R. ANGLE W/ S.M.S. 1 1/2 " MAIN RUNNER @ 4' -0" O.G. S.M.S. 7/8 " HAT FURRING CHANNEL @ 24" O.G. GYP BD CEILING TAPE ALL JOINTS AND FIN15H GYP BD STUD SEE DETAIL 10/- FOR COMPRESSION STRUTS STRUTS MAIN GYP. RUNNER BD. CEILING5 18 GA. UNPU-NCHED STUDS @ Wow O.G. 5/8' TYPE 'X' GYP. FIRE RATED ACGEE 6' STUD DOOR. ACUDOOR METAL BLKG PRODUCTS FW -505c 5/8' TYPE 'X' GYP. 311ffi1' —On { 11 FIRE !RATED ACCESS DOOR 1 1/2 °-1'-0' (16l LIGHT COVE U IING Y STL STUD 5LOCKING AT EILING HEIGHT R AT EVERY 10' VERTICAL GANGER WIRE W/ S TURNS iALV. ANGLE W/ 5.M.5. 1/2 " MAIN RUNNER 9 4' -0" O.G. 3.M.S. 7/8 " HAT FURRING CHANNEL @ 24' O.C. GYP. BD. CEILING rAPE ALL JOIN75 AND FIN15H GYP. BD. STUD SEE DETAIL 10/- FOR COMPRESSION STRUTS GYP. 13D. CEILING MY-L- ME 1 TYP. STL STUD BLOCKING AT CEILING HEIGHT OR AT EVERY 10' VERTICAL I I A AIr?= WIRE 1.1 / f ,.M,%jL i^II I`E Y`l/ 3 TURNS R. ANGLE W/ S.M.S. 1 1/2 " MAIN RUNNER @ 4' -0" O.G. S.M.S. 7/8 " HAT FURRING CHANNEL @ 24" O.G. GYP BD CEILING TAPE ALL JOINTS AND FIN15H GYP BD STUD SCOTT q;,; 6" MAX. BY DATE These Glans havf been reviewed for adherence to the appiicaeie codel and ordinance. Authorization is hereby g a ^red o issue a building permit pending approval by aU a Iicable City agencies. The issuance cr granting of a permit based on approval of 1heFe plans shali not be construed permit or apprr a any violation of the applicable codes or ordina ce. No permit presumed to give authority to viol, to or cancel the provisions of such codes shaii be v4 J. i vz• -11o1 (7 ]ACOUSTIC TILE MAIN RUNNER (TYP.) LAY -IN LIGHT FIXTURE CRO55 TEE (TYP.) 12 GA. HANGER WIRES TYP.) @ 4 CORNERS OF LIGHT FIXTURE 12 SLACK HANGER WIRES. (2) WIRES PER FIXTURE @ OPP. CORNERS, SCREW TO 4" FIXT. W/ 3/32" x 112" S.M.S. (3) TURNS MIN. MAX. EA. END OF WIRE. 6" TYP. STL STUD BLOCKING AT CEILING HEIGHT OR AT EVERY 10' VERTICAL HANGER WIRE REFER TO CEILING NOTES 3 TIGHT TURNS WITHIN 1 1/2" MAIN RUNNER OR CROSS TEE ACOUSTIC CEILING TILE TRIM ANGLE ATTACHED W/ #6 S.M.S. @ 32" O.C. ecuE r - r-o- (121 UST FIXTURE SUPPORT N.T.S. (81 ACOUSTIC TILE. my-Ru s¢E (31 TYP. STL STUD BLOCKING AT CEILING HEIGHT OR AT EVERY 10' VERTICAL HANGER WIRE 3 TIGHT TURNS WITHIN 1 1/2" MAIN RUNNER OR CROSS TEE ACOUSTIC CEILING TILE TRIM ANGLE ATTACHED W/ #6 S.M.S. @ 32" O.C. FSEE DETAIL 10/- FOR COMPRESSION STRUTS J GYP. O O BD. CEILING 0 a. . OF DRAWINGS MI-FULL MC21 0. Z O c) a p one C: 0 U_ CO m Ln C r Cn co U m w v o? Y CV CL 5 0 O w v' z D U 0Cl CL U I z o twn 1°r?` QP O M m m C m O Z @ v I JNMM ar'gI i i t g XgiW03WUo c ME 9ahoa P_9 PRR ' 99 MORO] 2 w4N Z Zgv% SM -6a. ZF.'jF-mg 6KK0p5g; ia g µq1 oq >_0U -§6zl a5 y j Wongb7Oirn r W 960 6955688U Z NZTu oz••Z a =F 43 % M121Wma: Z X800 bWyj 6 - %K rnZ7`. ! : "p) , 0a W0zN pQCI Q Q la fvlaMi 1 o HROC Hi'S Xtn iioo I 1 SCOTT q;,; 6" MAX. BY DATE These Glans havf been reviewed for adherence to the appiicaeie codel and ordinance. Authorization is hereby g a ^red o issue a building permit pending approval by aU a Iicable City agencies. The issuance cr granting of a permit based on approval of 1heFe plans shali not be construed permit or apprr a any violation of the applicable codes or ordina ce. No permit presumed to give authority to viol, to or cancel the provisions of such codes shaii be v4 J. i vz• -11o1 (7 ]ACOUSTIC TILE MAIN RUNNER (TYP.) LAY -IN LIGHT FIXTURE CRO55 TEE (TYP.) 12 GA. HANGER WIRES TYP.) @ 4 CORNERS OF LIGHT FIXTURE 12 SLACK HANGER WIRES. (2) WIRES PER FIXTURE @ OPP. CORNERS, SCREW TO 4" FIXT. W/ 3/32" x 112" S.M.S. (3) TURNS MIN. MAX. EA. END OF WIRE. 6" TYP. STL STUD BLOCKING AT CEILING HEIGHT OR AT EVERY 10' VERTICAL HANGER WIRE REFER TO CEILING NOTES 3 TIGHT TURNS WITHIN 1 1/2" MAIN RUNNER OR CROSS TEE ACOUSTIC CEILING TILE TRIM ANGLE ATTACHED W/ #6 S.M.S. @ 32" O.C. ecuE r - r-o- (121 UST FIXTURE SUPPORT N.T.S. (81 ACOUSTIC TILE. my-Ru s¢E (31 TYP. STL STUD BLOCKING AT CEILING HEIGHT OR AT EVERY 10' VERTICAL HANGER WIRE 3 TIGHT TURNS WITHIN 1 1/2" MAIN RUNNER OR CROSS TEE ACOUSTIC CEILING TILE TRIM ANGLE ATTACHED W/ #6 S.M.S. @ 32" O.C. FSEE DETAIL 10/- FOR COMPRESSION STRUTS J GYP. O O BD. CEILING 0 a. . OF DRAWINGS MI-FULL MC21 0. SCOTT q;,; 6" MAX. BY DATE These Glans havf been reviewed for adherence to the appiicaeie codel and ordinance. Authorization is hereby g a ^red o issue a building permit pending approval by aU a Iicable City agencies. The issuance cr granting of a permit based on approval of 1heFe plans shali not be construed permit or apprr a any violation of the applicable codes or ordina ce. No permit presumed to give authority to viol, to or cancel the provisions of such codes shaii be v4 J. i vz• -11o1 (7 ]ACOUSTIC TILE MAIN RUNNER (TYP.) LAY -IN LIGHT FIXTURE CRO55 TEE (TYP.) 12 GA. HANGER WIRES TYP.) @ 4 CORNERS OF LIGHT FIXTURE 12 SLACK HANGER WIRES. (2) WIRES PER FIXTURE @ OPP. CORNERS, SCREW TO 4" FIXT. W/ 3/32" x 112" S.M.S. (3) TURNS MIN. MAX. EA. END OF WIRE. 6" TYP. STL STUD BLOCKING AT CEILING HEIGHT OR AT EVERY 10' VERTICAL HANGER WIRE REFER TO CEILING NOTES 3 TIGHT TURNS WITHIN 1 1/2" MAIN RUNNER OR CROSS TEE ACOUSTIC CEILING TILE TRIM ANGLE ATTACHED W/ #6 S.M.S. @ 32" O.C. ecuE r - r-o- (121 UST FIXTURE SUPPORT N.T.S. (81 ACOUSTIC TILE. my-Ru s¢E (31 TYP. STL STUD BLOCKING AT CEILING HEIGHT OR AT EVERY 10' VERTICAL HANGER WIRE 3 TIGHT TURNS WITHIN 1 1/2" MAIN RUNNER OR CROSS TEE ACOUSTIC CEILING TILE TRIM ANGLE ATTACHED W/ #6 S.M.S. @ 32" O.C. d 0 Z J LU V W Z DRAWN BY f GAB Xi J DATE O O P- N 0 a. . OF DRAWINGS 0. O c) a p J C: 0 U_ CO d 0 Z J LU V W Z DRAWN BY U GAB Xi J DATE O O P- U N 0 T 0 OF DRAWINGS 00 O a p 0 C: 0 U_ CO U J? C r Cn co V0U? zoo CV CL 5 0 O d 0 Z J LU V W Z DRAWN BY U GAB Xi CHECKED BY DATE GAB v 3 JOB NO. 9- -0 4 DRAWING NUMBER AIM Man OF DRAWINGS co a d 0 Z J LU V W Z DRAWN BY DATE GAB 2/1/93 CHECKED BY DATE GAB 4/7/05 3 JOB NO. 9- -0 4 DRAWING NUMBER AIM Man OF DRAWINGS DIVISION 01 - GENERAL REQUIREMENTS A. General conditions: The A205 "General Conditions of the Contract for the Construction of Small Projects," published by the American Institute of Architects shall apply to and govern the work of the contract. A copy of the general conditions, although not bound herein, is available for review at the office of the architect. B. Supplementary conditions: The following supplementary conditions are hereby made a part of the general conditions noted above. These conditions shall apply to the work as though published in the AIA "general conditions." 1. All materials and workmanship shall comply with applicable requirements and standards of time California Building Code, latest adopted edition, and all other applicable federal, state, and local laws, codes, ordinances, regulations. And /or manufacturers recommendations, and shall conform to the good professional practice of the crafts involved and must meet with the approval of the architect and owner. In the case of conflicts between any of these documents and the drawings and specifications, the highest requirements shall govern. Nothing in the drawings or specifications shall be construed to permit work which does not conform to any applicable requirements. No consideration will be given to any claim arising from the failure to conform to these requirements. Permits and inspections: the owner will pay for plan checking fees and general building permit. Each contractor shall secure and pay for permits required for their work prior to starting work and for all required inspections. 2. Testing and inspections: a. The OWNER shall arrange and pay for all testing and inspections required by applicable codes ordinances or directives of governing building officials. The owner or architect may require testing of materials for conformance with the contract documents. The owner shall pay all costs for such testing if the tests indicate conformance. The contractor shall pay all costs for such testing if the tests indicate non - conformance. b. Where continuous or special inspection is required on plans or by code. A registered deputy inspector, approved by and responsible to the building department, shall be employed by the responsible contractor. 3. Scope of work: the scope of work for each division shall include all supervision, labor, materials, appliances, equipment, tools and facilities,etc. Necessary to do all of the work indicated in the drawings and specified therein, reasonably inferred, or required by any code with jurisdiction to complete their scope of work for a complete and Pproper finished J ob. Workrk which is not specifically specified or dra wn. Shall be the same or similar to work which is' specified or drawn. It is the intention of the drawings and specifications to provide a job complete in every respect. The general contractor is to be responsible for this result and to turn over the project in complete operating condition regardless whether the drawings and specifications cover every individual item in minute detail. 4. As is normal in the construction industry, it is anticipated that some chances may be made to these plans or that there may be variations between these plans or that there may be variations between these plans and ,actual construction for reasons such as unavailability of or significant changes in the prices of materials, errors made in construction, chances made at the requests of the owner, etc. The owner reserves the right to at any time make changes to these plans or to deviate from these plans with appropriate adjustments to the contract amount. 5. These plans are intended solely for the use of the owner in construction, these plans are expressly not intended for use in any marketing as it is anticipated that there will be variations between these plays and the units actually constructed. 6. The use of these plans, drawings specifications, and /or elevations is restricted to the original purpose for which they were prepared and furnished to the holder publication thereof expressly limited to such use, reuse, reproduction or other publications by any method is prohibited, and may result in liability for damages. Title to these documents and all information or configurations contained therein remains with wca lip. 7. In all drawings, figures take precedence over measurements by scale in the event figures are missing, consult the architect. Any scaling done is at contractor's own risk. In the event of a conflict between the drawings and /or specifications, or similar discrepancies, consult the architect. 8. Lines and levels: the contractor shall be responsible for the accuracy of the building lines and levels. The contractor shall compare carefully the lines and levels shown on the drawings with existing levels for the location and construction of the work and shall call the architect's attention to any discrepancy before proceeding with the work. 9. Substitutions: throughout the drawings and specifications where reference is made to a particular material, product or method, the referenced item is intended to represent the standard merit of the material, product, or method which will be required, and the contractor may propose substitution of any equivalent material, product, or method, provided such substitute is equivalent to or better than those specified, and further, that use of such substitute will not involve additional costs to owner due to possible required changes to accommodate them, and, further. Provided that such substitute will not materially alter basic architectural design concept. Decisions of the owner as proposed substitutions will be made in consultation with the architect, governing authorities, etc., and shall be subject to change order procedure. 10. Approvals: approval of the work in part or as a whole by the architect and /or owner shall not relieve the contractor of responsibility for faulty materials or workmanship. Such approvals may be withdrawn at any time that subsequent examination reveals that apparently satisfactory work is, in fact, defective or otherwise fails to conform to all requirements of the drawings and specifications. Such work from which approval has been withdrawn shall be replaced and re- executed in accordance with the contract at contractor's expense. 11. Warranties: a. The entire work shall be warranted against defects in material and workmanship for a period of one (1) year from the date of final acceptance by the owner. The warranty shall specifically provide that all defects in material and workmanship appearing during the warranty period, as determined by the owner, will be remedied to the satisfaction of the owner at no additional cost to the owner. b. Where a two -year or greater warranty is called for in the specifications, the contractor and his subcontractor together on a single form, and the material manufacturer on the same or on a separate form, shall jointly furnish the owner with their written warranty for the specified period in accordance with this article. Such warranties shall be in the contractor's or manufacturer's form, or in a trade association form. All subject to the owner's approval. 12. As -built drawings: refer to specific divisions where required. 13. Shop drawings: the contractor shall submit for the approval of the architect, shop and setting drawings required by the specifications or that may be requested by the architect, and no work shall be fabricated by the contractor, except at his own risk, until such approval has been given. a. Submit from opaque reproductions. Submit one reproducible transparency (vellum) in addition to opaque copies. Drawings shall be complete in every respect and bound in sets. b. The drawings submitted shall be marked with the name of the project. Numbered consecutively, and bear the approval of the contractor as evidenceence t h at the drawingss have been checked by the contractor. Any drawings submitted without this approval will be returned to the contractor for resubmiss10n. c. The contractor shall submit all drawings and schedules sufficiently in advance of construction requirements to allow ample t i me for checkin g, correcting, resubmittingg and re- checking. If the shop drawings show variations from the requirements of the contract because of standard shop practice or other reasons, the contractor shall make specific mention of such variations in his letter of transmittal in order that, if acceptable, suitable action may be taken for proper adjustment; otherwise, the contractor will not be relieved of the responsibility for executing the work in accordance with the contract even though such shop drawings have been approved. d. If a drawing, as submitted, indicates a departure from the contract requirements which the architect finds to be in the interest of the owner and to be so minor as not to involve a chance in the contract price or time for the performance, he may approve the drawing. e. The approval of shop setting drawings will be general and, except as provided above, shall not be construed: 1) as permitting any departure from the contract requirements; 2) as relieving the contractor of the responsibility of any error in details, dimensions or otherwise that may exist; 3) as approving departures from additional details or instructions previously furnished by the architect. 14. Color selections: where color selections are required. Colors shall be selected by the architect, owner, or owner's representative, from manufacturer's standard colors and finishes, samples of which shall be submitted for this purpose to it through the general contractor. Materials which require color selections shall not be delivered to the job site prior to receipt by the general contractor of the colors as selected and approved. All materials subsequently delivered shall conform to the selected color (s). 15. Protections of work and property. general contractor and all subcontractors shall protect existing improvements (not indicated to be removed) located on or near the site against damage. Improvements that are accidentally damaged or necessarily damaged shall be restored upon completion of the work to condition equal to that enjoyed before the damage was incurred. During installation of its work, each subcontractor shall take special care to adequately protect adjoining areas or surfaces, and that upon completion of all work by each trade, all surfaces and adjoining areas that may have been damaged are restored to a condition acceptable to the owner by the responsible subcontractor at its own expense. 16. Clean -up: a. All trades shall .at all. times. Keep the premises free from accumulation of waste materials or rubbish caused by their work. b. Perform the following. Cleaning at completion of work: 1. _Clean entire site and. Building of all debris and leave "broom clean." 2. Remove glazing confound and paint from all glass and wash and polish some on both sides. Care shall be taken not to scratch glass. 3. Remove all marks, stains, fingerprints, and other soil or dirt from all painted work. 4. Remove all temporary protection except that designated to remain and clean and polish all floors. 5. Clean and polish all natural finish woodwork and laminated plastic upon completion. 6. Remove all labels except permanent manufacturer's identification and nameplate. 7. Clean and polish all hardware; this shall include removal of all stains, dust, dirt, paint, etc. Upon completion. 8. Remove all spots, soil, and paint from all tile work and wash same upon completion. 9. Strip factory wax protection from resilient flooring, clean and polish all floors. c. Upon completion of work, the premises shall be turned over to the owner n openingthoroughlycleanedinsideandoutsideincludingroofs, window and led g es and sills, horizontal projections, walkways, rails, and other surfaces. All floors shall be cleaned or vacuumed and spots and stains removed. Any deficient cleaning operations shall be immediately corrected as directed by owner. 17. Progresses and completion: the contractor shall meet the scheduled time of completion modified only by authorized extensions thereto. If overtime is required to hold the schedule, the contractor shall work his forces and his subcontractor's forces overtime at no additional cost to the owner. C. Temporary facilities: 1. Scope: furnish materials and perform labor required to execute work as indicated on the drawings, as specified herein and as necessary to complete the contract. 2. Safety: a. Guard machinery, equipment, and all hazards in accordance with the safety I o accident prevention in construction. of the manual f aprovisionsofthelatestedition Published by the Associated General Contractor of America to the extent that such provisions are not in contravention of applicable law. protect all hazards with adequately constructed guard rails or barricades and provide lanterns. Warning lights, and the like, as necessary eliminate all attractive nuisances from the work and prom the site. To this end. Dispose, store, guard. And protect the premises and all work, materials, equipment and both permanent and temporary construction so as to preclude the unauthorized use thereof by children or others and particularly to eliminate possible consequent injury to all persons. b. Structures are designed as a stable unit after all components are in place. Structural design of all items used in the construction of building and not a permanent part thereof, including but not necessarily limited to hoisting towers, shoring for concrete and masonry work, the temporary bracing for structural steel, the shoring of cut earth banks, and any other bracing as required to ensure the vertical and lateral stability of the entire structure or a portion thereof during construction, is the solele responsibility o f the contractor. ctor. 3. Scaffolding and hoists: furnish and maintain hoists, staging. Rigging, scaffolding, and runways required in the prosecution of the work. Erect, equip and maintain such temporary work in accordance with statutes, laws, ordinances, rules or regulations of inthestateorotherauthoritiesandinsurancecompanieshaving jurisdiction. 4. Dust control- during the life of the contract, provide effective means of dust control both within the structure and on the surrounding site. 5. Maintenance of traffic: maintain traffic on all streets adjacent to or leading to the site. "where construction operations interfere with the free movement of traffic, Provide traffic controls, flogmen or similar devices to efficiently con ±ro! traffic movement. 6. Dewatering: furnish and maintain all pumps or other dewatering devices which may be required by this work. 7. Telephone: provide and pay for all necessary temporary telephones. Maintain telephones in continuous service on the project site during the course of the work: and make available at all times, free and unrestricted, to architect's and owner's representatives for calls in direct connection with the work. 8. Temporary toilets: provide temporary toilet facilities for all personnel employed on the project. Maintain toilets in a clean and sanitary condition at all times. Remove at project completion or earlier if so directed by the owner. 9. Construction water and power: make arrangements for all water and power required for the project. Provide all temporary likes and pay all bills. Remove temporary facilities at project completion. 10. Fences and barricades: around the construction site, erect fences and barricades as required by local governing authorities and, if any, required by the contract document. Maintain in good condition until completion of the project. 11. Job sign: prior to commencement of foundation work, a construction sign approximately four feet by eight feet shall be erected and shall contain the following information: a. Name of project b. Construction lender c. Owner /developer d. Architect e. General contractor f. Project engineer (s) (optional) Drawings for approval or sign layout indicating final dimensions, colors, lettering types, and sizes shall be submitted to owner and architect for approval. Contractor shall be responsible for submitting for and obtaining any permit (s) required for sign. 12. Watchman: architect and the owner do not assume any responsibility, at any time, for the protection of the building and pre141ses or for loss of materials, from the time that the contract operations have commenced until the certificate of substantial completion is issued on the work. If watchman service is deemed necessary by the contractor, such protection shall be provided by the contractor. 13. Fuel: contractor shall furnish all fuel necessary for any job functions. 14. Mail service, immediately upon commencing work at the site, the contractor shall provide and install legal facilities for receiving mail on the jobsite, and shall arrange for postal services thereto. The correct jobsite mailing address shall re forwarded to the architect and owner. SECTION 01300 SUBMITTALS 1 PART 1: GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Shop drawings. C. Product data D. Samples. E. Manufacturers instructions. F. Manufacturers' certificates. 2 PART 2: PRODUCTS - NOT USED 3 PART 3: EXECUTION 3.1SUBMITTAL PROCEDURES A.Review each submittal prior to submitting to the Architect. B. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. C. Schedule submittals to expedite Architect at hisndelivertoAchihProject, andtote Proj > business address. Coordinate submission of related items. D Identify variations from Contract Documentss and Product or systemtem limitations which may b e detrimental to successful performance of the completedIeted work. E. Revise and resubmit submittals as required, identify all changes made since previous submittal. F. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. G. Architect will return submittals with comments back to Contractor within fourteen 11 4) days. 3.2 SHOP DRAWINGS A. Subcontractors: Submit one (1) reproducible vellum and two (2) prints of each shop drawing sheet with specified number of samples to General Contractor. B. General Contractor 1. Review all shop drawings for accuracy, completeness, and conformity with Contract Documents. Make notes and corrections on sepia tracings and prints, and stamp with Contractor's stamp and date. Signature of individual who reviewed the shop drawings is required below Contractor's stamp. 2. Print as required for Contractor's record. 3. Send reproducible and three (3) prints to Architect. 4. Shop drawings not stamped, dated and signed by Contractor will be returned. C. Field Measurements: Required field measurements are the responsibility of the General Contractor and should be made after shop drawings have been checked by the Architect. 3,3 PRODUCT DATA A. Submit minimum of three (3) copies. B. Mark each copy to identify applicable products, models, options and other data. Supplement manufacturers' standard data to provide information unique to this Project. 3.4 SAMPLES A. Submit minimum of three(3) to illustrate functional and aesthetic characteristics of the Product with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Include identification on each sample, w i th full Project information. 3.5 MANUFACTURER'S INSTRUCTIONS A. Submit manufacturers' printed instructions for delivery, storage, assembly, installation, start -up, adjusting and finishing in quantities specified for Product Data. 3.6 MANUFACTURER'S CERTIFICATES A. Submit manufacturers certificate to Architect for review, in quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect END OF SECTION DIVISION 2 SITE WORK SECTION 02010 SUBSURFACE CONDITIONS 1 PART 1: GENERAL 1.1 SOILS REPORT A. Soils investigation report dated December 17. 2002 has been prepared for the site by Converse Consultants, 10391 Corporate Drive, Redlands, CA 92374: phone. 909)796 -0544 hereinafter referred to as the Soils Engineer. B. Soils investigation report may be inspected at the Architect's office. Report was obtained only for the Architect's use in design. Contractor is obligated to perform the work in accordance with the recommendations specified in i h Owner noraccurate. Neither 0andreportsarebelievedtobeathesoilsreport. Logs Architect guarantees information contained or conditions indicated to exist at locations of test holes will prevail at other locations on the site. C. Bidders should visit site and acquaint themselves with all existing conditions. Prior to bidding, bidders may make their own subsurface investigations to satisfy site and subsurface conditions. All investigations shall be performed only upon Owner's approval in advance. 1.2 QUALITY ASSURANCE A. Soils engineer may be retained by Owner to observe performance of work in connection with excavating, trenching, filling, backfilling, and grading. 2 PART 2: PRODUCTS - NOT USED 3 PART 3: EXECUTION 1 PROCEDURE3. A. Grading contractor shall verify all soil conditions prior to execution for any construction. Failure on the part of the Contractor to verify soil conditions will not relieve him of responsibility for actual conditions. END OF SECTION SECTION 02110 DEMOLITION AND SITE CLEARING 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section shall include furnishing all labor, equipment, transportation and services necessary to complete the site clearing and demolition including existing trees, shrubs, curbs, foundations, footings, abandoned underground utilities, backfill and compaction of all areas of removal as indicated or as specified. 1.2 CODES AND STANDARDS A. Uniform Building Code - Latest Adopted Edition B. Standard Specifications for Public Works Construction - Latest Adopted Edition. Green Book) including amendments. 1.3 PROJECT CONDITIONS: A. The drawings show general information only. Examine the site to determine exact existing conditions and extent of clearing and demolition operations required. Failure or omission to visit the site and become acquainted with the existing conditions shall not relieve the Sub - Contractor from obligations of this contract. B. Existing Utilities: 1. Existing underground lines (sewer, water, gas, electric, drainage and irrigation lines) and overhead lines indicated are shown from best possible information available and shall be verified before start of work. 2. Certain underground lines cannot be or have not bee n located and no indication is contained on the Drawings or referred to in the Specifications (i.e. storm drainage, electrical, plumbing, sewer, water, gas or irrigation). Should such lines be encountered, notify the Owner and do not proceed until adequate investigation has been made, the line identified, and instructions issued as to how to proceed. C. Barricades and Work Areas: Provide barricades, warning devices signs and lighting, including maintenance, in accordance with applicable Federal, State and Local Codes requirements. Do not commence site clearing or demolition until barricades and warning devices are in place. 2 PART 2: PRODUCTS NOT APPLICABLE 3 PART 3: EXECUTION 3.1 GENERAL REQUIREMENTS: A. Equipment: The use of proper equipment is the responsibility of the Sub - Contractor. B. The use of explosives will not be permitted. C. On -site burning of any material will not be permitted. 3.2 SPECIFIC REQUIREMENTS: A. Removal 1. Clear the site of any vegetation, sod, concrete, asphalt paving, fencing, trees, shrubs and utilities and miscellaneous debris that may be present or indicated to be removed. Dispose of materials from the clearing and stripping operations off -site to a legal disposal area. 2. Shrubs and vegetation, within the area of the work not indicated to remain, shall be removed and disposed of off -site. Remove rubble, rocks, debris, and dispose as specified. 3. Remove curbs, foundations and underground abandoned utilities and any other item on site not required for the new construction. Sub - Contractor shall visit the site to determine the extent of removal. B. Stockpiling 1. Stockpiling of removed materials on the Project site will not be permitted without written approval from the Owner. Material suitable for top soil may be stockpiled on site at a location approved by the Owner. C. Protection of Property. 1. Notify adjacent owners of work wh ich may affect their property, potentialial utility outage. noise, o r u y e. g 2. Prevent movement or settlement of adjacent structures. Provide bracing and shoring as required by applicable regulations for safety. 3. Protect existing trees and other vegetation, not indicated to be removed, against unnecessary cutting, breaking or skinning of roots, and bruising of bark. Provide temporary guards to protect trees and vegetation not indicated to be removed. 4. Protection of Utilities: Maintain in operating condition, for as long as possible any utilities traversing or within the site that need to remain in operation; including piping, conduits, drains, manholes, mains, laterals, catch basins, valve boxes, meters, and other appurtenances and structures. Promptly repair damage to active existing utilities which are to remain due to work under this Contract, to the satisfaction of the owning utility or municipal bodies having jurisdiction. D. Noise Abatement and Dust Control: 1. Noise Abatement: Keep noise at a reasonable level for specific items of equipment used and their hours of use. This does not preclude use of mechanical equipment, i.e. jack hammers, powder- driven fasteners. Noise abatement control shall meet the requirements, of Local Agencies. 2. Control dust on and near the site and on and near all off -site areas if such dust is caused by the Sub - Contractor's operations during performance of the work. 3. Thoroughly moisten all surfaces as required to prevent dust from being a nuisance to the public, neighbors, and to personnel performing other work on the site. E. Backfill: 1. Backfill and compact holes and depressions resulting from clearing operations and removal of foundations and footings to rough, natural grade elevation. Properly fill and compact all existing holes and depressions greater than 3" in depth after removal of top soil. Compaction shall conform to backfill requirements of Section 02200. END OF SECTION SECTION 02200 EARTHWORK 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section include furnishing all labor and materials for complete excavation backfill and grading of the site as shown on drawings and details. 1.2 CODES AND STANDARDS A. Uniform Building Code - Latest Adopted Edition B. County Agency - Building Department Ordinances C. Standard Specifications for Public Works Construction - Latest Adopted Edition Green Book) Including Amendments. 1.3 MONUMENTS A. Maintain bench marks, monuments and other reference points. Contractor shall determine datum and engage a licensed surveyor or engineer to establish all lines, levels and grades whether shown on drawings or not. 1.4 DEWATERING A. Keep earth under footings and slabs dry and free from water. Should bearing surfaces be softened by water, re- excavate to solid bearing and fill with compacted pit -run gravel fill at Sub - Contractor's expense. Provide pumping and dewatering as needed to keep excavations free of water. 1.5 PROTECTION OF PERSONS AND PROPERTY A. Sub - Contractor shall post warning lights for excavations occurring on property adjacent to or with public access. Provide warning lights during hours from dusk to dawn each day. Sub - Contractor will hold harmless the Owner and the Architect for any injury or property damage due to lack of safety or improper barricade protection. \ 2 PART 2: PRODUCTS 2.1 FILL MATERIAL, GENERAL A. All fill material shall be subject to approval of the Soils Engineer hired by the Owner. B. All on - site or approved import soils utilized for co m p act ed fill shall be free fromrn any deleterious materials and shall not contain any rocks, bricks, asphaltic concrete, concrete or other hard material greater than eight inches in maximum dimension . C. All imported fill material must be approved by the soils engineering firm a maximum of 24 hours prior to importation of site. Any imported fill material should be preferably soil similar to upper soils encountered at the subject site. D. Sub -base Sand for Building Slabs and Backfill: Conform to the requirements of ASTM C33. E. All other fill materials, not specifically described, but required for proper completion of the work shall be subject to approval of the Soils Engineer. 3 PART 3: EXECUTION 3.1 EXCAVATION A. Excavationon to lines and levels s h own on drawings. Where excavation, through h error is carried to levels lower than shown on drawings, fill to the proper level with an approved compacted gravel or concrete at Sub - Contractor's expense. Earth fill under footings not permitted. B. All fill placed in over excavated locations, through error, must be tested for proper compaction by a Registered Soils Engineer at the expense of the Sub - Contractor. 3.2 BACKFILL A. Backfilling 1. All excavated spaces remaining after completion of concrete work shall be backfilled while moist to grades shown on drawings with approved material. Obtain Owner's and Soils Engineer's permission before any backfilling begins. Backfill to be free of debris, rubbish or sod. 2. Backfill shall be placed in maximum 6 inch layers and compacted to minimum density of 90% per ASTM D- 1557 -91. Each layer shall be fully compacted prior to placement of succeeding layer. Hold rough grade surface 6" below finish grades for top soil in landscape areas indicated. Final 6" of landscaped areas shall be compacted to 757.. 3. Final 4" of fill material under all concrete floor slabs shall be washed, natural sand conforming to ASTM C 33 evenly graded with 5% minimum passing #100 screen and containing no more than 2% by weight of clay, shale, alkali or mica. Sand shall be wetted and compacted to 90% density per ASTM D- 1557 -91 B. Density Tests: Density and moisture content of compacted fill will be determined by Soils Engineer in accordance with ASTM Standards D- 1557 -91. Any material not complying with minimum specified density shall be recompacted until required density is obtained. C. Finish Grading: 1. Slope finish earth or sod grades away from building on all sides minimum 1/4' per foot. Surfaces to be left in smooth even contours. Raise grade at building wall if required. 2. Top Soil: Provide 6" thickness of approved fertile sandy loam topsoil, native to the area, free from roots, twigs, refuse and stones in planter areas. Top soil shall be tested by an approval testing laboratory for compotability with planting material. 3.3 FIELD QUALITY CONTROL A. Compaction tests shall be obtained at the discretion of the soils engineering firm but to a minimum of one test for every 500 cubic yards placed and /or for every 2 feet of compacted fill placed. B. If subgrade or fills test below specified density, provide additional compaction and tests at Contractor's expense. C. The Grading Sub- Contractor shall provide evidence for source of imported soil and receive approval of its use from the City of Yucaipa and Soils Engineer prior to placement. 3.4 MAINTENANCE A. Protect newly graded areas from traffic and erosion, and keep free of trash and debris. B. Repair and reestablish grades in settled, eroded and rutted areas to specified tolerances and elevations. C. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape and recompact to required density prior to further construction. END OF SECTION SECTION 02510 ASPHALTIC CONCRETE PAVING 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section shall include furnishing all labor, material and equipment to install all ashpaltic concrete paving as shown and specified including aggregate sub -base, weed killer, and seal coat. See Section 02580 for pavement markings. 1.2 GOVERNING DOCUMENTS A. Standard Specifications for Public Worksrks Construction, Latest Adoptedted Editio n referred to herein as "Standard Specification" or "Green Book ". 1.3 Q UALI TY ASSURANCE exA. Work shall be performed by a single firm with at least 5 years experience in asphalt paving installation. Verification of experience in asphalt paving installation may be required by the Owner. B. All paving shall drain properly before being accepted. Grade variation shall not be greater than 1/4 inch plus or minus in 10 feet measured with a straight edge, except at designated grade changes. C. Before seal coating, paved areas shall be flooded with water to check drainage and surface irregularities. High and low spots shall be replaced or overlayed in an acceptable manner and paving shall be re- tested after corrections have been made. 1.4 ASPHALT - AGGREGATE MIXTURE A. Furnish Owner with mix design from an approved testing laboratory for proposed asphaltic concrete. 1.5 ENVIRONMENTAL REQUIREMENTS A. Conform to State environmental control requirements. B. Do not place asphalt when base surface temperature is wet or less than 40 degrees F. 2 PART 2: PRODUCTS 2.1 MATERIALS A. Base Course Materials: Aggregate Subbase, Class 2; and shall be compacted to a minimum of 95% relative compaction. Thickness shall be as shown on civil engineer's drawings. B. Asphalt Mix 1. All pavement materials shall conform to the requirements set forth by the city having jurisdiction. 2. General: Type "B ", hot, plant mixed aggregate and asphalt, produced by a commercial asphalt paving plant, conforming to Section 39 of the Standard Specifications for mineral aggregate and asphalt concrete production and base course, except as modified herein. Thicknesses per civil engineer's drawings and specifications. 3. Asphalt Aggregate: Conform to Standard Specifications, Article 203 -6 for maximum aggregate. C. Herbicide: Pacific Coast Borax Co., "Polybor Chlorote ", Amsproy Corp. "Pavex ", or equal, tinted for visual identification. D. Asphalt Cement: Asphalt cement for pavement mixture - conforming to Standard Specifications, viscosity grade, AR 8000. E. Liquid Asphalt: MC203 -2, conforming to Standard Specifications. F. Asphaltic Emulsion Surface Sealer: CSS1h, Grade 1, conforming to Standard Specifications. 3 PART 3: EXECUTION A. All pavement thickness shall be per civil engineer's drawings and shall conform to soils engineer's requirements. B. Preparation of Subgrade 1. Paving Subcontractor shall perform all cut and fill work require to bring sub grade correct depth for base course material. Bose Course is required under all asphalt. 2. Compact all subgrode to two percent (2 %) wet of optimum moisture to a minimum of 95% Standard Proctor Density according to ASTM D698. Testing by a Soils Engineer may be required. C. SOIL STERILIZATION 1. Prior to application of base course and after installation of any curb and gutter, apply soil sterilizer to sub grade. 2. Apply as recommended by manufacturer taking extreme care not to sterilize any adjacent area. 3. Following application of soil sterilizer, saturate with water to insure activation of sterilizer. D. MATERIAL PREPARATION AND MIXING 1. Dry and heat aggregates to required temperature prior to mixing agregate and asphalt. 2. Mixing: Separate aggregate and keep in separate bins. Proportion sizes by means of multiple beam or dial scales of sufficient capacity to weigh the entire batch. Add asphalt and mix each batch until homogeneous mixture of uniformly distributed and properly graded and coated aggregates of unchanging appearance is produced, heatedtoatemperatureofnotlessthan280degreesF. nor more than 320 degrees F. 3. After required amounts of asphalt cement and aggregate have been placed in mixer, mix materials until a uniform coating of aggregate occurs. Mixing times shall be established by "Ross Count Procedure" per ASTM D2489. E. PLACEMENT OF ASPHALTIC CONCRETE 1. Point all contact surfaces, curbs, and all cold or existing pavement joints with an RS -1 asphalt emulsion before the new paving is laid. 2. Spread the mixture at a temperature not less than 250 degrees F. Place by use of a self- propelled asphalt paving machine, except on small areas where inaccessibility precludes their use. On small areas spread by means of a spreader box, or by hand methods. Spread a thickness that, after receiving the final compression, the finish paving shall have a minimum thickness as specified. Berm and slow -down strips shall be machine made. 3. Rolling: After asphalt mixture has been spread, roll in two directions twr h power rollers having a weight of not less than 200 pounds per linear inch of roller width until the surface in unyielding, true to grade and free from surface irregularities. Use hot iron tampers at areas that are inaccessible to rollers. Provide a specific gravity of the wearing surface after the final rolling of not less than 2.0. Treat surface of the rollers with water or oil to prevent the mixture from adhering to rollers, but not in a quantity that would adversely effect the surface of the paving. F. Surface and Thickness Tolerance: Surface of finished pavement shall be free from depressions exceeding 1/4" in 10'-0" when tested with a straightedge. All depressions exceeding specified tolerances shall be corrected by removing defective work and replacing with new material as directed. G. Seal Coat 1. Do not apply sealer until 2 weeks after completion of paving work. Use cut back emulsified asphalt with no more than 50 percent water to obtain a uniform, free - flowing consistency. Apply by spraying to all areas asphalt concrete paving, at uniform application of 0.05 to 0.10 gallon of sealer to each square yard of asphaltic concrete. Sand shall not be used in the seal coat operation. 2. Allow no traffic on finished surface for at least 48 hours. Cure by flooding with water. 3. Paint asphalt makings according to layout on drawings and with marking paint specified in Section 02580. END OF SECTION SECTION 02580 PAVEMENT MARKING 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions for this section shall include furnishing all materials and labor for painting traffic markings on pavement as indicated on drawings and specified. 1.2 CODES AND STANDARDS A. California Code of Regulations (CCR) - Title 24 , Latest Adopted Edition B. Local Agency Planning Department Parking Standards 2 PART 2: PRODUCTS 2.1 MATERIALS A. Pavement Marking Paint: Acrylic point for use on asphaltic concrete and portland cement concrete, white or blue as specified. Approved products: 1. Frazee 506 Traffic Paint 2. Dunn - Edwards Corp. Traffic Paint W -801 B. Thinners: As recommended by the paint manufacturer. 3 PART 3: EXECUTION 3.1 PREPARATION A. Clean and dry pavement surface before applying paint. Do not use cleaning agent solvents that will damage pavements. Painting will not be permitted during inclement weather conditions or when temperature is below 40 degrees F. 3.2 APPUCATION A. Striping to be 4" wide unless otherwise indicated and within 1/4" of alignment indicated on drawings. B. Provide 36" inch square, white on standard blue background, International Symbol of Accessibility for each handicapped parking stall per Title 24 as detailed on drawings. C. Protect finished work until dry. Repaint striping damaged by any type of traffic within 24 hours after application. D. Touch up stripes and markings which are not clear and distinct or which ore not uniform in color. END OF SECTION A A. California Building Code (UBC) - Latest Adopted Edition. B. American Concrete Institute (ACI) - Latest Adopted Edition C. American Society for Testing and Materials (ASTM) D. Concrete Reinforcing Steel Institute (CRSI) E. "Standard Specifications for Public Works Construction," (Green Book) Latest Adopted Edition, Including Amendments. F. Western Wood Products Association (WWPA) 1.3 QUALITY ASSURANCE . A. Design and construction of forms shall comply with recommendations of ACI -318 and ACI -347, Latest Adopted Edition. B. Forms shall be set to lines and grades indicated on drawings and to tolerances of no more than + 1/4" out of level or plumb in 50 feet. 1.4 COORDINATION A. Review all architectural, structural, mechanical, and electrical drawings for all embedded items cost in concrete. Make necessary provisions as required so embedded items will not interfere with form work. 2 PART 2: PRODUCTS 2.1 MATERIALS A. Use pre -built or patented sectional forms constructed of wood or steel. Job built forms may be used providing forms are constructed of the following materials in accordance with ACI -318 and ACI -347: 1. Lumber: Standard or better grade Douglas fir, S4S meeting the requirementsents of WWPA "Western Lumber Grading Rules - Latest Adopted Edition ". 2. Plywood: B -B high density overlay Plyform, Class 1, Exterior grade, meeting the requirements of PS 1 -85. 5/8 inch minimum thickness for 12 inch stud spacing and 3/4 inch minimum thickness for 16 inch stud spacing. B. Form Ties and Spreaders: Standard metal form clamp assembly of type acting as spreaders and leaving no metal within 1 inch of concrete face. Wire ties or wood spreaders will not be permitted. Holes and depressions larger than 3/4" in diameter are not permitted on any concrete surface after removal of ties. Approved manufacturer Dayton "Sure- Grip" or Richmond "Snap -Tys." C. Form Coating Releasing Agent: Nongrain raising and nonstaining type. Coatings containing mineral oils or other nondrying ingredients will not be permitted. Apply P rior to placement of reinforcing steel, anchors or emb e dded items. D. Expansion Joints: Cane fiber felt boards. Minimum size - 3/8" x thickness of slab. Approved manufacturer Celotex "Flexcell." E. Vapor Ba rrier (Where Requiredd or Noted on Draw' n s : Pol Yt helene sheeting, , ASTM D2103. 6 mil minimum thickness. Clear or black, Contractors option. Approved manufacturer: Monsanto Plastics. 3 PART 3: EXECUTION 3.1 F ^vRMiY ^vRK (i`ESiGv: A. Sub - Contractor is responsible for the engineering, construction, maintenance, and safety of all formwork. B. Formwork shall be designed for the loads and lateral pressures outlined in Part 3, Section 102, of ACI 347, and lateral forces specified in Latest Adopted Edition Uniform Building Code. 3.2 CONSTRUCTION A. Footing Forms: 1. Butt form materials end to end and properly brace to prevent excess leakage of concrete. Conform to dimensions shown on drawings. Do not lap footing forms. - Splice boards are not allowed inside of footing forms. 2. Earth Forms: Earth forms may be used for footings only where the soil is firm and stable and concrete will not be exposed to view. Excavate 1" beyond lines shown on drawings. Prevent trench from sloughing. Form sides of footings with wood where earth sloughs. Clean trench of all debris and loose material before depositing concrete. B. Wall Forms: Conform to shape and dimensions shown on drawings. Properly brace and tie to maintain lateral stability. Forms shall be of sufficient strength to carry deadloods without deflection ors. MinimuO ? ?? vibration. Lop forming will not be allowed. C. Tolerances: Formwork shall conform to tolerances of Section 203.1, ACI 347 and in no case shall forms be more than 1/4" out of plumb in 25 feet in any direction. Camber formwork where necessary anticipated deflections due to fresh concrete. D. Chamfered Corners: Chamfer all exposed corners minimum 3/4 inch each way. Securely fastened chamfer strip in forms to assure no variation in straightness of chamfer. E. Joints: Install construction and control joints, where noted or shown on drawings. Coordinate location of joints in advance of any concrete pour. F. Embedded Piping and Rough Hardware: 1. Coordinate placement of anchor bolts, inserts, form blockouts and other items built into concrete. Securely fastened to formwork or hold in place with templates. Insertion into concrete after pouring will not be allowed unless approved by the Structural Engineer. 2. Do not place conduit or pipe in any slabs. 3.3 REMOVAL OF FORMS: A. Form removal shall comply with U.B.C. Latest Adopted Edition, Section 1906.2. All forms shall remain in place a minimum of 24 hours. Use softwood wedges to release form faces from concrete. Do not pry with metal tools. B. Patch honeycomb areas and provide "sack" finish as specified in Section 03300 over exposed concrete where noted. 3.4 REJECTION OF DEFECTIVE WORK: A. Movement or bellying of forms or variations in excess of the tolerances specified will be considered just cause for the removal of forms. Reconstruct forms, place new concrete and required reinforcing steel at no additional cost to the Owner. END OF SECTION SECTION 03200 CONCRETE REINFORCEMENT PPROVEDI PART 1: GENERAL FOR PERMIT ISSUANCE SCOTT FAZEKAS 8 ASS0GpAT3UMWAWY SECTION 02640 PARKING APPURTENANCES BY DATE A. Provisions of this section shall include furnishing and installing reinforcing These ,, a 5 have been reviewed lad4 ?Pncall to ire in -place concrete as indicated on drawings and details. 1 PART 1: GENERAL apptrcat ,e codes and ordlnanc. herey, to i ' o bui a1f 36)? *nding DARDS g,ar•'FC issue a to i 1.1 SUMMARY approval by dl! applicable City age R_"Oniform Building Code - Latest Adopted Edition. iA. Provisions of this section shall include famishing and install pgrcr, ,,e r granting indicated on drawinggp pgvgp of a permit ha d o PK@eEi6Pgt P Institute (ACI) - Latest Adopted Edition. appurtenances (handicap signs) where dT,T'd•plans shall ikbt ,Myrfd& permit ur ac,p•ove any r.. rSCodesr ,i.r1.2 CODES AND STANDARD o s o 7 _e N vjo;ation of the jnplicable - n A615. Is (ASTM) A185 andTestingandMa r er r•p 3!'rh? P f for estr 9 terra A autnu rt t: v!, ,j :e Uf c d A. Uniform Building Code - Latest Adopted Edition codes s all be vdrrd. Ia th e i n suchrovesosof D PConcrete Reinforcing Steel Institute (CRSI) - Manual of Practice. B. Standard Specification for Public Works Construction (Green Book) Latest Adopted E. American Welding Society (AWS) - D1.4. Edition. F. "Standard Specifications for Public Works Construction," (Green Book) Latest C. California Code of Regulations, CCR Title 24 Part 2. Adopted Edition, including amendments. 2 PART 2: PRODUCTS 1.3 DELIVERY, STORAGE, AND HANDLING 2.1 HANDICAPPED IDENTIFICATION SIGNS A. Deliver new reinforcement bars to the job site free of rust and mill scale, bundled A. Sign Panels: Construct sign panels of 20 gage minimum hot dip galvanized and tagged to identify placement. steel sheet with rounded corners. Clean and prepare galvanized surfaces to B. Store all rebor minimum 2" clear of ground on wood skids. Allow no rebar assure maximum paint adhesion and point with reflectorized porcelain enamel. to come in contact with ground. Rebor with rust, dirt or grease shall not be placed Apply legends, symbols and borders using the silk screen process. in any concrete. B. Color of Symbol: The symbol specified shall consist of a white figure on a C. Provide additional reinforcing steel stored on site to insure no delay in blue background. The blue shall be equal to Federal Standard Specification Color construction. Identification of steel shall be maintained after bundles are broken. No. 15090. W 2 PART 2: PRODUCTS C. Posts: Galvanized steel standard weight pipe posts. w . v n 0 2.1 MATERIALS D. Comply with Title 24, Handicapped Access Regulations. A. Reinforcing Bars: New, deformed, billet steel bars, per ASTM A 615, Grade 60. 3 PART 3• EXECUTION Use ASTM 706 where welded. 3.1 INSTALLATION OF SIGNS B. Welded Wire Fabric: Fabrication of mesh shall conform to ASTM A185, Grade 65 A. Install in locations indicated and as required by CCR Title 24. Set posts for plain wire and ASTM A497, Grade 80 for deformed wire. signs into pipe sleeve inserts anchored into concrete. Fill space between pipe posts C. Accessories: Spacers, chairs, ties, and similar items shall for supporting and sleeves with quick setting hydraulic cement. reinforcement shall be galvanized steel or approved plastic accessories, z d conforming to the applicable requirements of the CRSI "Manual of Standard END OF SECTION Practice ". D. Tie Wire: 16 gage or heavier, black or galvanized annealed type steel wire, ASTM 82. DIVISION 3 CONCRETE E. Welding Electrodes: AWS A5.1 or A5.5 as referenced in AWS D1.4 for base metal specification, base metal grade and welding process required. See plans for SECTION 03100 electrodes. CONCRETE FORMWORK u7 3 PART 3: EXECUTION 1 PART 1: GENERAL 1- 3.1 FABRICATION 1.1 DESCRIPTION A. Fabricate reinforcement steel in accordance with details indicated on A. Provisions of this section shall include furnishing all materials and labor to provide drawings and with the applicable requirements of UBC Standard 19 -4 and ACI 301, placement and removal of all concrete formwork including foundations, retaining 315 and 318 --89. walls, stairs, slabs, walks, curbs, s g utters and any other concrete work noted or drawings and details. B. Bars shall be accurately shop cut and be cold. Heating of bars will not beshownon permitted. Bars shall not be field bent or straightened in any manner without 1.2 CODES AND STANDARDS approval. No welds shall be made in reinforcing bars unless specifically approved by the Structural Engineer. 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Placing and Tying: Reinforcing shall be placed in accordance with Latest Adopted Edition of the CRSI "Manual of Standard Practice ". Tie with minimum 16 gage annealed steel tie wire. Point ends of wire away from forms. Rebar not properly placed or tied will be replaced or retied to meet ACI specifications. B. Provide bar clearances as noted on the structural drawings. C. Reinforcing Supports: Support all reinforcement on approved supports in accordance with ACI -315 standards. Wood, brick or other devices will not be accepted as supports. Type and spacing of chairs and accessories shall conform with CRSI "Recommended Practice for Placing Bar Supports ". D. Splices: 1. Lap bars only as shown on . the structural drawings. Provide lapped corner bars at all corners and intersections of walls. See structural drawings for additional information. E. Welded Wire Fabric: Welded wire fabric shall be supplied in flat sheets. Lap two full square of cross wires and wire together. Lift to center of slab before placing concrete. 3.3 FIELD QUALITY CONTROL A. No concrete shall be placed until all reinforcing steel has been installed and reviewed. END OF SECTION SECTION 03300 CAST -IN -PLACE CONCRETE 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section shall include furnishing labor and equipment required to install foundations, slabs, walks, ramps, curbs, gutters and any other concrete work noted or shown on drawings and details. See structural drawings for additional requirements. 1.2 CODES AND STANDARDS A. California Building Code - Latest Adopted Edition, Chapter 19 B_ American Concrete Institute (ACI) - 301 -96, ACI 305R C. Concrete Reinforcing Steel In st it ute CRSI. D. American Welding Society (AWS). E. "Standard Specifications for Public Works Construction," (Green Book) Latest Adopted Edition, including amendments. F. American Society for Testing and Materials (ASTM) 1.3 QUALITY ASSURANCE A. No change in concrete mix or water content shall be made without approval from the Structural Engineer. Should extra water be added at the job site without Structural Engineer's approval, General Contractor shall take full responsibility for quality of concrete. B. Contractor is responsible for correction of concrete work not conforming to specified requirements, including strength, tolerances and finishes. C. Concrete shall be formed and poured to tolerances as noted on the contract drawings. Concrete not meeting these tolerances may be required to be removed and replaced at the direction of Owner and at no cost to the Owner. D. Architect shall be notified 48 hours in advance of all concrete placement. 1.4 CONCRETE MIX DESIGNS A. General Requirements 1. Mix designs shall be made in accordance with ACI 301. Fly ash may be used in concrete mix design only where noted on the contract drawings. A list of locations where the mix designs are to be used shall accompany the designs. 2. Mix designs shall be made by a recognized Testing Laboratory u nder the supervision of a California Registered Civil Engineer. Mix designs shall bear the engineer's signature. Two copies of the mix designs shall be submitted to the Owner as a matter of record. B. Mix Designs 1. See structural drawings for requirements for compressive strength, cement content, slump, air content and unit weight. 2 PART 2: PRODUCTS 2.1 CONCRETE MATERIALS A. Ready Mix Concrete: 1. -Use Ready -Mix concrete conforming to ASTM C94 and CCR Title 24, Part 2, Section 1904.3. No job mixed concrete allowed. Contractor shall receive Batch Plant Delivery Ticket with date, mix type, and quantity poured from Ready -Mix Company for each batch. Keep tickets on file at job site. B. Portland Cement: ASTM C150 and Type II for low and moderate sulfate exposure and Type II (low alkali), as recommended by the Geotechnical Engineer and structural drawings. 1. Do not use aggregates that are determined to be deleteriously reactive 2. Do not change source of cement during course of work without prior written acceptance of Architect and structural Engineer. 3. Provide Type V and Type V+ cement where required due to high sulfate content in soil. Confirm type of mix with Architect. C. Water: Clean and free from deleterious amount of acids, alkalis, salts or organic materials. D. Normal Weight Aggregate: Conform to ASTM C 33, CBC Chapter 19, Section 1903.3, with proven concrete shrinkage characteristics of less than 0.04 percent when tested in accordance with ASTM C 157, and proven, by past service records, not to cause alkali- aggregate reactivity (AAR). Do not change source of aggregate during course of work without prior written acceptance of the Architect. 1. Fine Aggregate: Washed natural sand consisting of hard, particles, containing not more than the maximum limits of deleterious material allowed by Table 1 of ASTM C 33. a. Fineness modulus shall be in the range of 2.90 to 3.10. 2. Coarse Aggregate a. Clean washed gravel or sound crushed rock, containing not more than 5 percent flat, thin, elongated, or laminated material, and containing not more than the maximum limits of deleterious material allowed by Table 3 of ASTM C 33 for moderate weathering regions. 1) Grade 1 inch aggregate from No. 100 sieve to 1 inch. 2) Grade 1 -1/2 inch aggregate from No. 100 sieve to 1 -1/2 inches. b. Maximum Size: No larger than three fourths of the clear space between reinforcing bars or between reinforcing bars and forms, not larger than one fifth of the narrowest dimension between sides of forms, nor larger than one third of the depth of slab. 1) 1 Inch Maximum Aggregate: See structural drawings for allowable locations I2)_1-1/2 Inches Maximum Aggregate: See structural drawings for allowable locations E. Lightweight Aggregate: Coated, calcined expanded shale produced by rotary kiln process, and complying with ASTM C 330. 1. Provide aggregates having a loss of not more than 8 percent if tested by sodium sulfate solution and 10 percent if tested by magnesium sulfate solution, all in accordance with ASTM C 88. 2. Maximum Size: No larger than three fourths of the clear space between reinforcing bars or between reinforcing bars and forms, one fifth of the narrowest dimension between sides of forms, one third of the depth of slab, with a maximum size of three fourths inch. 3. Delivery tickets shall be available for inspection by the Architect, Structural Engineer and Owner. F. Air Entrained Concrete: Air entrained admixtures - conform to ASTM C -260 "Air Entraining Admixtures for Concrete ". No other admixture permitted. 5% f air allowed. Do not use air entrained cement. G. Accelerating admixtures - (cold weather concreting ambient temperatures below 40 degrees. Use Type E (ASTM C494) accelerating admixture. No calcium chloride allowed. Admixtures shall comply with requirements of CBC Standard 26 -9. Use in accordance with manufacturer's recommendations. H. Retarder - Required when ambient temperatures are over 90 degrees F. I. Nonshrink Grout: Premixed cement compound with nonmetallic aggregate, water reducing and plasticizing agents; capable of minimum compressive strength of 6500 psi @ 28 days. See Section 05120, Structural Steel for grouting requirements under steel base plates. Approved manufacturer - Mosterbuilders - Mosterflow 713. 2.2 MIXING CONCRETE A. General: The minimum ultimate 28 day compressive strength of concrete shall be controlled in accordance with requirements on contract structural drawings. Mixes may be established by a qualified person based upon previously proven mixes and material tests made by a recognized testing agency. 1. Slump: As indicated on the contract drawings, and determined in accordance with ASTM C 143 and ACI 301. 2. Hot Weather Usage: Adjust mix as required to counteract effects of anticipated or probable hot weather on strength of concrete. Conform to recommendations of ACI 305R regarding admixtures, temperature of mixing water, and delivery times. B. Transit -mixed Concrete: Mix in accordance with provisions of ASTM C94. 1. With each load, provide ticket certifying the materials and quantities as well as compliance with the accepted mix design. 2. On the transit mix ticket, state the time water was first added to the mix. 3. At the batch plant, withhold 2 -1/2 gallons of water per cubic yard of concrete. 4. Upon arrival at the job site, as directed by the Testing Laborator Inspector, add from the mixer. or part of the withheld water before the concrete is dischargedallprethr 5. Mix concrete for not less than 5 minutes after the withheld water has been added, and not less than 1 minute of that time immediately prior to discharge of the batch. a. Drum shall rotate approximately 70 to 100 revolutions at a mixing speed of approximately 6 to 19 rpm. b. After mixing, drum shall rotate at an agitating speed of approximately 2 to 6 rpm. c. Unless otherwise directed, provide 15 minutes total mixing per batch after first addition of water. 6. Discharge of the concrete shall be completed within 90 minutes after water is introduced into the mix, or before the drum has completed 300 revolutions. 2.3 ACCESSORIES A. Bonding Agent: Two component epoxy resin; manufactured by Sika Corporation. B. Expansion Joint Filler: Bituminous bonded cellulose fiberboard conforming to ASTM D1751. Use 3/8" minimum thick material by thickness of slab. Approved manufacturer - A.G. Horn Code 1390. C. Vapor Barrier (under all floor slabs on grade) D. Polyethylene sheeting, ASTM D2103 6 mil minimum thickness. (see Section 02200 Earthwork for sand under concrete slabs) E. Drilled Anchors: See structural drawings. F. Control Joints: Sawed joints per slab on grade cut immediately after slab has attained initial set may be used for control joints. Slab over metal deck shall not be joined. G. Construction Screed Joints 1. When construction joints are necessary, construct and locate as indicated and detailed on the drawings. Conform to Title 24, Part 2, Section 260.6(d) 2. Screed joints shall be 24 go. galvanized steel as manufactured by.Vulco Metal Products Co. Use 3 -1/2" for 4" slab. 2.4 CURING MATERIALS A. General: Curing, Hot Weather (temperatures above 85 degrees) - Protect slabs from drying out during pour and for a minimum of 48 -hours after pour with water and plastic cover. B. Curing Compound: Liquid membrane with fugitive dye for identification ASTM C309. Compound shall be compatible with finish schedule and areas receiving compound must be approved by the Architect. Acceptable Manufacturers: AC Horn, Sonneborn. C. Sealer: Sealer for floors shall be designed to cure, seal and dustproof concrete floors and shall be one of the following acrylic resin compounds or equal. 1. Spartan -Seal; Burke Co. 2. Kure -N -Seal; Sonneborn Building Products 3 PART 3: EXECUTION 3.1 3.1 CONVEYING AND PLACING CONCRETE A. Preparation 1. Architect and Structural Engineer shall be notified at least 48 hours in advance of placing any concrete. 2. Excavation and bearing surfaces for footing and slabs shall be approved by the Soils Engineer before placing concrete. B. Placement 1. Concrete shall be deposited continuously and shall not be dropped. 2. Compact concrete thoroughly and uniformly during placement by means of mechanical vibrators with 7000 RPM minimum. Avoid over vibration causing segregation of aggregate and cement. A spare vibrator shall be on the job site during all concrete pours. 3. Cold Joints: Fresh concrete shall not be deposited on concrete which has hardened sufficiently to cause formation of seams or planes of weakness within the section. Each layer of concrete shall be covered with fresh concrete within 30 minutes. 4. Concrete shall not be subjected to structural loads for seven (7) days after placement or longer if shown on the structural drawings. C. Placing of Grout 1. Mix and install grout according to manufacturer's recommendations to a fluid consistency. 2. Grout shall be applied under all steel column bearing plates, around steel handrail posts and any other locations where grout is noted or required. 3. Completely fill void under column bearing plates with grout. Grout shall be formed and extended 1 -1/2 inches minimum past edges of base plate. 3.2 TEMPERATURE REQUIREMENTS A. Cold Weather Requirements 1. Concrete shall not be mixed or placed when the temperature is below 40 degrees. Follow recommendations of ACI -306 "Recommended Practice for Cold Weather Concreting". 2. Concrete and formwork shall be kept at a temperature of not less than 50 degrees F for not less than 72 hours after placing. B. Hot Weather Requirements: Placing temperature shall not exceed 90 degrees. If temperature exceeds 90 degrees, the mix shall be cooled per recommendations of ACI -305. 3.3 JOINTS A. Construction Joints 1. Locate and install construction joints and control joints where shown on drawings rsoasnottoimpairthestrengthandappearanceofthestructure. Cau lk all joints with silicone sealant. B. Expansion Joints 1. Provide premolded expansion joints to full depth of the labs, where indicated on the drawings. Install with top edge 1/4" below the surface and tool adjacent concrete edges to a 1/8" radius. Use steel pins to hold material in place during placing and floating of concrete. 3.4 CONCRETE FINISHING A. Finish - Walls 1. Form Finish: After removal of forms, remove all fins and irregular projections from surface exposed to view or to receive waterproofing. 2. Patching: Patch all voids, honeycombs or damaged areas in concrete in accordance with Chapter 9, "Repair of Surface Defects of the ACI Standard 301. Cut out larger defective areas a minimum of 1" deep and patch as specified. 3. Wall Finish: Tops of poured walls requiring a finished surface, shall be immediately finished in the form by a skilled cement finisher. Walls or surfaces not finished level will be ordered removed and replaced. 4. Pardge Coat (Sack Coat) a. Sack all exposed concrete wall surfaces, including retaining walls with slurry coat of Portland Cement and masonry sand. b. Mix with water to a consistency of thick paint. Slurry mix shall have small amount of white cement added to mix to remove "grey" look form final coat. White cement shall be mixed in trial batches to arrive at an acceptable mix prior to application of final coat. c. Suggested mix for slurry coat 1) 3 parts sand 2) 3/4 part Portland Cement, Type II 3) 1/4 part white Portland Cement B. Finish - Flatwork (Floor Slabs) 1. Tolerances: As noted on structural drawings except for floor drain areas which shall slope as shown on drawings. 2. Steel- troweled finish: Float surface first with wood float. Finish with a steel trowel (power trowel acceptable). Use of dry cement and sand to absorb water will not be permitted. 3. Grind smooth any defects which would be visible through applied floor covering. 4. Non -Slip Broom Finish: Apply light non -slip broom finish to exterior concrete slabs, platforms, steps and ramps, as shown on drawings or in schedules. Provide heavy broom finish on parking garage slob. Broom finish shall be perpendicular to path of travel. 3.5 PROTECTION AND CURING A. General: Protect all concrete from loss of moisture, temperature changes and mechanical damage for three (3) days minimum following placement. B. Curing: Any of the following curing methods may be used: 1. Moist Curing: Thoroughly soak concrete surface with water. Cover with burlap mats. Thoroughly saturate cover with water and keep wet for three (3) days minimum. 2. Impervious Sheet Curing: Thoroughly wet surfaces with a fine water spray. Completely cover surfaces with waterproof plastic sheet. Weight sheets to prevent displacement. Keep slab covered for minimum of three (3) days. 3. Curing Compound: Use resin base compounds. Paraffin base curing compounds will not be allowed. Use of sprayed on curing compound must be approved by the Architect. a. Apply in two (2) coats, sprayed in perpendicular directions. b. Apply to walls, footings and all other concrete surfaces immediately after form removal. 3.6 Chemical- Hardener Finish: Apply chemical - hardener /sealer finish to interior concrete floors where shown on drawings or in schedules. Apply liquid chemicol- hardener after complete drying of the concrete surface. Dilute liquid hardener with water, and apply in three (3) coats; first coat, 1/3 strength; second coat 1/2 strength; third coat 2/3 strength. Evenly apply each coat, and allow 24 hours for drying between coats. MMIX4h 011011 I DIVISION 4 MASONRY SECTION 04100 MORTAR AND GROUT 1 PART 1: GENERAL 1.1 SUMMARY A. Mortar and grout for masonry. 1.2 CODES AND STANDARDS A. California Building Code - Latest Adopted Edition, Chapter 21. B. ASTM C144 - Aggregate for Masonry Mortar. C. ASTM C150 - Portland Cement. v. AS- G2u - , a rated Lime rio _ Masonry Purposes. E. ASTM C270 - Mortar for Unit Masonry. F. ASTM C404 - Aggregates for Masonry Grout. G. ASTM C476 - Grout for Masonry. 1.3 SUBMITTALS A. Samples: Submit under provisions of Section 01300. B. Samples: Submit two (2) ribbons of each mortar color, illustrating color and color range. 1.4 STORAGE AND HANDLING A. Maintain packaged materials clean, dry, and protected against dampness, freezing, and foreign matter. 1.5 ENVIRONMENTAL REQUIREMENTS A. Maintain materials and surrounding air temperatures to minimum 50 degrees F (1 degrees C) prior to, during, and 48 hours after completion of masonry work. 1.6 MIX DESIGN A. Submit design mix prepared by a California Registered Engineer to Architect for approval. 1.7 MIX TESTS A. Testing and analysis of mortar and grout will be performed under provisions of Section 01400. 2 PART 2: PRODUCTS 2.1 MATERIALS A. Portland Cement: ASTM C150, Type I or II, low alkali. B. Mortar Sand: ASTM C144, standard masonry type, no less than 4% or more than 10% shall pass the no. 100 sieve. C. Hydrated Lime: ASTM C207, Type S, containing 85% calcium oxide by weight. D. Grout Aggregate: ASTM C404 and ASTM C144, pea gravel: graded with not more than 5% passing the no. 8 sieve with 100% passing the 3/8" sieve. E. Sand For Grout: Washed, natural sand conforming to ASTM C33 evenly graded with 5% minimum passing no. 100 screen containing no more than 2% by weight of clay lumps, shale, alkali or mila. F. Water clean and potable. G. The grout shall contain an additive such as "Sika Grout Aid ", or equivalent, which provides expansive action. 2.2 MORTAR COLOR A. Mortar Color: Natural and synthetic mineral oxides, compounded for use in mortar mixes. Provide one of the following: 1. "SGS Mortar Colors "; Solomon Grind -Chem Services, Inc., (217) 522 -3112. 2. "True Tone Mortar Colors ", Davis Colors, subsidiary of Rockwood Industries, Inc., 213) 267 -7311. 3. "Sonobrite "; Sonneborn Building Products Division, Rexnord Chemical Products, Inc., 415) 889 -9899. B. Color: As selected by Architect. 2.3 MORTAR MIXES A. Comply with U.B.C., Chapter 21 and structural drawings. 2.4 MORTAR MIXING A. Thoroughly mix mortar ingredients in quantities needed for immediate use. B. Add mortar color in accordance with manufacturer's instructions. Provided uniformity of mix and coloration. C. Anti- freeze compounds shall not be used. D. If water is lost by evaporation, retemper only within 2 hours of mixing. E. Use mortar within two hours after mixing at temperatures of 80 degrees F, or 2 -1/2 hours at temperatures under 50 degrees F. 2.5 GROUT MIXES A. Comply with U.B.C., Chapter 21 and Structural drawings. 1. Fine Grout: Spaces less than 2 inches in horizontal dimension. 2. Coarse Grout: Spaces 2 inches or more in least horizontal dimension. 2.6 GROUT MIXING A. Thoroughly mix grout ingredients in quantities needed for immediate use in accordance with C.B.C., Section 2103.4. B. Anti- freeze compounds shall not be used per C.B.C., Section 2103.5.2. 2.7 MIX TESTS A. Test mortar and grout in accordance with Division 1. 3 PART 3: EXECUTION 3.1 PREPARATION A. Plug cleanout holes with masonry units to prevent leakage of grout materials. B. Brace masonry for wet grout pressure. 3.2 INSTALLATION - A. Install mortar and grout to requirements of the specific masonry sections. B. Work grout into masonry cores and cavities to eliminate voids. C. Do not displace reinforcement while placing grout. D. Remove grout spaces of excess mortar. END OF SECTION SECTION 04230 REINFORCED UNIT MASONRY 1 PART 1: GENERAL 1.1 SUMMARY . A. Provisions of this section shall incl u de furnishing all materials and labor to install reinforced concrete masonry units (CMU) for trash enclosure walls and all other areas as specified and detailed on drawings. 1.2 CODES AND STANDARDS A. California Building Code - Latest Adopted Edition B. American Society for Testing and Materials (ASTM) C. ASTM C90 - Load - Bearing Concrete Masonry Units D. ASTM D226 - Asphalt Saturated Organic Felt Used in Roofing and Waterproofing. E. UL - Underwriter's Laboratories. F. IMIAC - International Masonry Industry All-Weather Council: Recommended Practices and Guide Specification for Hot and Cold Weather Masonry Construction. 1.3 SUBMITTALS A. Submit samples under provisions of Section 01300. B. Submit two (2) samples 4 inch x 6 inch square of each type of unit to illustrate color, texture and extremes of color range. C. Submit manufacturer's certificate under provisions of Section 01300 that products meet or exceed specified requirements. 1.4 REGULATORY REQUIREMENTS A. Conform to UL requirements for fire rated masonry construction. 1.5 DELIVERY, STORAGE AND HANDLING A. All masonry units shall be free from cracks, chips, distortion, warpage and other defects at time of installation. Keep units dry and store units clear of ground on wood pallets. Protect to prevent staining. Replace damaged and defective units. 1.6 ENVIRONMENTAL REQUIREMENTS A. Weather Requirements: IMIAC - Recommended Practices and Specifications for Hot and Cold Weather Masonry Construction. B. Do not lay masonry when the ambient temperature is below 40 degrees F. 2 PART 2: PRODUCTS 2.1 MANUFACTURER'S - CONCRETE MASONRY UNITS A. Orco Block Co., Inc., (714) 685 -1521. B. Angelus Block Co., Inc., (714) 350 -0244. 2.2 CONCRETE MASONRY UNITS A. Two cell, medium weight, high temperature steam cured, load- bearing, units, conforming to ASTM C90 -85, Grade N, Type 1, fm = 1500 psi, maximum linear shrinkage of 0.06 %. B. Provide single and double faced units as required for all exposed surfaces: 1. Split face units: Provide at all trash enclosures, site walls, and building walls to extent indicated on drawings. 2. Smooth Units: Provide at all trash enclosures, site walls, and building walls to extent indicated on drawings. 3. Cap Blocks: Provide 2 inch thick solid units with color to match units of wall at top of all exposed site walls and trash enclosures. C. Color: 1. Split Face Units: Orco, at locations specified on drawings. 2. Smooth Units: Orco, at locations specified on drawings. 3. Cap Blocks: To match wall coursing. D. Masonry Units, Nominal modular sizes as indicated on drawings. Provide special units for 90 degree corners, bond beams, lintels and other shapes indicated and as required, or make up from saw cut unites as indicated. 2.3 MORTAR AND GROUT PROPORTIONS A. See Mortar and Grout Section 04100 and Structural Drawings. 2.4 REINFORCEMENT AND ANCHORAGE A. Reinforcing Steel: Type specified in Section 03200; sizes indicated. B. Anchors: Types and sizes indicated and required for intended use. 2.5 ACCESSORIES A. Cleaning Solutions: Non - acidic, not harmful to masonry work or adjacent materials. B. Preformed Expansion Joints: Rubber material. Provide with corner and tee accessories, fused joints. C. Joint Filler: Closed cell neoprene oversized 50% to joint width. D. Membrane Underlayment Paper: CBC Section 1402.1: TYVEK COMMERICAL CEILING WRAP, water resistant barrier, by Dupont, Wilmington 'DE 3 PART 3: EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Verify items provided by other Sections of work are properly sized and located. C. Approve all bearing surfaces for proper grades and elevations prior to laying block. D. Beginning of installation means installer accepts existing conditions. 3.2 PREPARATION A. Direct and coordinate placement of metal anchors supplied by other Sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. C. Remove any dirt and debris from bearing surfaces. Lay no block if any surface is not level or acceptable. 3.3 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Lay concrete masonry units in running bond. Course one unit and one mortar joint to equal 8 inches. Form concave mortar joints. 3.4 PLACING AND BONDING A. Lay hollow masonry units with face shell bedding on head and bed joints. B. Buttering corners of joints or excessive furrowing of mortar joints are not permitted. C. Remove excess mortar as Work progresses. D. Interlock intersections and external corners. E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace. F. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges. G. Cut mortar joints flush where ceramic wall tile is scheduled, resilient base is scheduled or bitumen dampproofing is applied. H. Isolate top joint of masonry partitions from horizontal structural framing members and slabs or decks with compressible joint filler. 3.5 REINFORCEMENT A. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensional position. 3.6 ANCHORAGES A. Embed anchors embedded in concrete or attached to structural steel members. Embed anchorages in every second block joint unless indicated otherwise. 3.7 LINTELS A. Install reinforced unit masonry lintels over openings where steel or concrete lintels are not shown. B. Use single piece reinforcing bars only. C. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position. D. Place and consolidate grout fill without displacing reinforcing. E. Allow masonry lintels to attain specified strength before removing temporary supports. 3.8 REINFORCED CONCRETE UNIT MASONRY A. Lay masonry units with core cells vertically aligned clear of mortar and unobstructed. B. Place mortar in masonry unit bed joints back 1/4 inch from edge of unit grout spaces, bevel back and upward. Permit mortar to cure 24 hours for low lift grouting. C. Reinforce masonry unit cores with reinforcement bars and grout as indicated. D. Retain vertical reinforcement in position at top and bottom of cells and at intervals not exceeding 160 bar diameters. Do not splice between lateral support unless otherwise indicated. E. Brace reinforcement and secure in place to allow no movement during grouting. F. Grouting: 1. Use Fine Grout per Section 04100 for filling spaces less than 2 inches in one or both horizontal directions. 2. Use Coarse Grout per Section 04100 for filling spaces 2 inches or larger in both horizontal directions. G. Low -Lift Grouting: 1. Provide minimum clear dimension of 2-1/2 inch and clear area of 8 square inch in vertical cores to be grouted. 2. Place vertical reinforcement prior to laying of CMU. Extend above elevation of maximum pour height as required for splicing. 3. Lay CMU to maximum pour height. Do not exceed 2' -0" height, or if bond beams occurs below this height, stop pour at course below bond beam. 4. Pour grout using chute or container with spout. Rod or vibrate grout during placing. Place grout continuously, do not interrupt pouring of grout for more than 1 hour. Terminate grout pours 1 -1/2 inches below top course of pour. 5. Bond Beams: Stop grout in vertical cells 1 -1/2 inch below bond beam course. Place horizontal reinforcement in bond beams; lap at corners and intersections as shown. Place grout in bond beam course before filling vertical cores above bond beam. 3.9 CONTROL JOINTS A. Size control joints in accordance with Section 07920 for sealant performance. B. Form control joint with a sheet building paper bond breaker fitted to one side of masonry unit. Fill resultant joint with mortar. Rake joint at exposed unit faces for placement of backer rod and sealant. C. Form control joints using half size masonry units as required in running bond. D. Locate joints at intervals not to exceed 45 feet unless indicated otherwise. E. Locate joints at wall intersections, openings and of change in wall heights and thicknesses. F. Continue horizontal reinforcement through control joint. 3.10 EXPANSION JOINTS A. Do not continue reinforcement through expansion joints. B. Install performed expansion joint material in continuous lengths. C. Form expansion joints using half size masonry units as required in running bond. D. Size expansion joints in accordance with Section 07920 for sealant performance. E. Form expansion joints as detailed. 3.11 BUILT -IN WORK A. As work progresses, build in metal door frames window frames, nailing strips, anchor bolts, plates and other items furnished by other Sections. B. Build in items plumb and level. C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solid with grout. D. Do not build in organic materials subject to deterioration. 3.12 TOLERANCES A. Maximum Variation From Alignment of Columns and Pilasters: 1/4 inch. B. Maximum Variation From Unit to Adjacent Unit: 1/16 inch. C. Maximum Variation From Plane of Wall: 1/4 inch to 10 feet and 1/2 inch in 20 feet or more. D. Maximum Variation From Plumb: 1/4 inch per story non - cumulative; 1/2 inch in two stories or more. E. Maximum Variation From Level Coursing: 1/8 inch in 4 feet and 1/4 inch in 12 feet maximum. F. Maximum Variation of Joint Thickness: 1/8 inch in 4 feet. G.uni Maximum Variation From Cross Sectional Thickness of Walls: 1/4 inch. 3.13 CUTTING AND FITTING A. Cut and fit for chases, pipes, conduit, sleeves and grounds. Coordinate with other Sections of work to provide correct size, shape and locations. B. Obtain Architect's approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired. 3.14 CLEANING A. Clean work under provisions of Division 1. B. Remove excess mortar and mortar smears as work progresses. Clean exposed masonry of grout droppings or stains before mortar or grout sets. Masonry showing mortar or grout stains at completion of work shall not be accepted. C. Replace detective mortar. Match adjacent work. D. Clean soiled surfaces with cleaning solution. E. Use non - metallic tools in cleaning operations. 3.15 PROTECTION OF FINISHED WORK A. Protect finished installation under provisions of Division 1. B. At the end of each days work and during times of inclement weather cover top of masonry wall with polyethylene sheeting. Extend covering down each side of wall for a distance of 2 feet minimum. Secure in place to avoid displacement. C. Without damaging completed work, provide protective boards at exposed external corners which may be damaged by construction activities. D. Upon completion or work, remove from site all surplus materials, equipment, tools and debris resulting from the work under this section. END OF SECTION SECTION 05120 STRUCTURAL STEEL PART 1: GENERAL SUMMARY Provisions of this section shall include furnishing all materials and labor for installation of structural steel to include: beams, columns, plates, bolts and all other items required to complete the structural steel work as shown on drawings. CODES AND STANDARDS California Building Code (CBC) - Latest Adopted Edition. American Welding Society (AWS) - Structural Welding Code D1.1. American Society for Testing and Materials (ASTM) SUBMITTALS Shop Drawings: Provide five (5) copies of steel shop drawings to Architect for approval. Indicate welded connections with AWS welding symbols and indicate net weld lengths. QUALITY ASSURANCE Comply with AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings," and AWS "Structural Welding Code ", latest edition. Unidentified steel shall be tested at Contractor's expense. Field Measurements: Verify locations and exact position of anchor bolts before field drilling or placement. Furnish templates for anchor bolt locations where items with more than one bolt are to be installed. PART 2: PRODUCTS GENERAL REQUIREMENTS: All materials shall be highest grade new stock manufactured in the United States, free from defects and imperfections. MATERIALS Structural Steel Members: ASTM A36. Structural Tubing: ASTM A500, Grade B. Pipe: ASTM A53, Grade B, Type E or S. Bolts, Nuts, and Washers: ASTM A307 or A325 (as noted on plans). Anchor Bolts: ASTM A307. Welding Materials: AWS D1.1: type required for materials being welded. Drypock: 1 part cement, 2 parts sand and minimum water. Primer Paint: Standard shop paint: Steel Structures Painting Council Specification 15- 68T, Type I red oxide). Do not prime surfaces that will be fireproofed, field welded, or in contact with concrete. Galvanize exterior exposed structural steel members to ASTM A123. Provide minimum 1.25 galvanized coating. PART 3: EXECUTION EXAMINATION Verify that all field conditions are acceptable and are ready to receive work. Start of any installation means steel erector accepts existing conditions. WELDING: All welding shall be performed by a certified welder trained and tested in proper welding techniques. Surfaces to be welded shall be clean before welds are deposited. After welding, clean welds with wire brush. Maximum space between members to be butt welded shall not exceed 1/4 ". Bevel pieces or members up to 1/8" thickness to form a single or double "vee" before welding. Bevel pieces over 3/8 in thickness both sides to form a double "vee" wherever possible. Provide fillet welds to sizes shown on the drawings. Maximum space between pieces for members to be fillet welded shall not exceed 1/16". BASES AND BEARING PLATES Bases and bearing plates shall be shop welded to columns and members that will be fastened to concrete and masonry. Set plates to proper elevation with steel shims. Provide minimum (2) anchor bolts per plate and grout under plates. See drawings for details. ERECTION Securely base work to maintain steel in proper position prior to field bolting and welding. No final field bolting or welding shall be done until work has been properly aligned, plumbed an leveled and approved. Do not field cut or alter any structural steel members without approval of the Structural Engineer. END OF SECTION APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. DATE BY_.._ -- These plans have been reviewed for adherence t non s applicable codes and ordinance. permit pending hereby gran,ed to Issue a building approval by all applicable City agencies. ante or granting of a permit based onTheissulapsshallnotbecorstr cableapprovalofthesePviolationoftheapplicable permit or approve any permit presumed to give codes or ordinance. No P provisions of such authority to vi eor cancel the polat codes shall be valid. U 1 . 1 N -' 05 1 VIII J W "' J A 2 W f76 ru co 6 s V Ne U H6Z 5 9 2 U) QQ q i I li NI DRAWN BY DATE O w rn N O DATE N 111111111111 r 0) 039-0-03--02704 0) (0 O Q C' i T_ 0 O C O O p 0 ' N O Z J` 0 m J U CU tf U T LO Oa- O r 1 Y 2 m 0) C) N =5 0) c) V)UVw m U N YW iLd Q Y Z U fps M Q z Z Z O CL o IL U V) ty Q i- n r 0 0 o 0 m CC6 cq m m O Z U T fAQiW <W Wo W t AKF - H -8 icobX B 4 a °gip' 0 IL 4VPriaZ!Rp_ c7_ F- OW 1 iu, FZF_F 6T W O -F- % WF.:U Nrw ZO F-0b WFOt'1S> ok'° ZC6 gis ndt]S jR6 <o312i5M .M'$ cdio < m p a`' 6Z0 v MZ v' 41NRis 155P5 uys f2 "0 o -;zEi °$ OW1Z =Z QC zom,g UUZMia144JJ3J if?j3 X4zt f2< $ ea I II 11 ER _ 0 2iEWR afl L i'air- v 13A:iioQgii553iE6%5hoS51 I U 1 . 1 N -' 05 1 VIII J W "' J A 2 W f76 ru co 6 s V Ne U H6Z 5 9 2 U) QQ q i I li NI DRAWN BY DATE O I N O DATE U) U 3 O r 0) 039-0-03--02704 0) (0 O Q C' i T_ 0 O C O O p 0 ' N O LL J` U) CO CO U CU tf U T LON I E Z C CO ca O cu Q 0) C) N =5 0) 4 p U 1 . 1 N -' 05 1 VIII J W "' J A 2 W f76 ru co 6 s V Ne U H6Z 5 9 2 U) QQ q i I li NI DRAWN BY DATE GAB 4/1/05 CHECKED BY DATE GAB 4/7/05 JOB NO. 039-0-03--02704 DRAWING NUMBER SP -2 OF DRAWINGS SECTION 05410 COLD FORMED METAL FRAMING 1 PART 1: GENERAL 1.1 SUMMARY: A. Provisions of this section shall include furnishing all labor and materials for structural and non - structural cold formed metal framing and furring systems as indicated on the drawings and as specified. 1.2 REFERENCES: A. California Building Code - Latest Adopted Edition B. Underwriters Laboratories (UL) C. National Fire Protection Ass ociation ( NFPA D. American Society for Testing and Materials (ASTM) E. American Welding Society (AWS) F. American Iron and Steel Institute (AISI) 1.3 QUALITY ASSURANCE: A. Regulatory Requirements: 1. Support framing for fire resistive walls and ceilings shall conform to Chapter 7 Fire- Resistant Materials & Construction" of the California Building Code and shall be listed in the current UL "Fire Resistance Directory ". 2. Furnish and install wall framing and powder driven fasteners in accordance with the framing and fastener manufacturer's current I.C.B.O. Research Committee Reports. B. Shop Drawings 1. Submit shop drawings, product data and reflection criteria, for review, to the contractor, architect, and engineer prior to installation. Refer to Section 01300 for additional requirements. C. Miscellaneous 1. Comply with governing codes and regulations. Provide products from acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers, with three years experience, deliver, handle, and store materials in accordance with manufacturers instructions. 2 PART 2: PRODUCTS 2.1 MATERIALS: A. Structural Framing 1. Steel ASTM A 446, A 570, or A 611: a. 16 gage and heavier: 40,000 psi yield strength. b. 18 gage and lighter: 33,000 psi yield strength. c. Galvanized light gage framing components: ASTM A 525, G 90. 2. Components: a. C- Shaped studs. b. Punched channel type studs. c. Steel joists, C- Shaped type. d. Miscellaneous materials: Stud manufacturer's standard runners, clip angles, shoes, reinforcements, fasteners, blocking, lintels. B. Non - Structural Framing: 1. Studs: Roll formed, C- shaped, steel screw meeting the requirements of ASTM C 645, 1 -5/8" wide or 3 -5/8" wide, spacing as indicated. Provide studs with punched openings in webs to facilitate conduit and pipe installation. Acceptable manufacturer: U.S. Gypsum Co., "ST" Series. 2. Provide runner track, bridging channels, and necessary accessories from the some manufacturer. 3. Finish: Provide framing components with hot -dip galvanized finish meeting the requirements of ASTM A 525, designations G60. 2.2 ACCESSORY MATERIALS: A. Welding Electrodes: AWS A5.5 -81, E 70. B. Powder Driven Fasteners: Powder Power Tool Corp.; Drive-it. C. Screws: No. 8 x 3/8" cadmium or zinc coated TEKS screws with pan heads. 3 PART 3: EXECUTION 3.1 INSTALLATION: A. Structural Wail Framing: 1. Provide metalwork complete with necessary anchors, bolts, and other accessories. Connections and fastenings shall be adequate to resist design loads and of types suitable for the materials and conditions encountered and be included as required for the assembly and installation of the work. B. Non - Structural Wall Framing: 1. Runner installation: Align runners accurately at the floor and ceiling. Where partitions abutt underside of steel or concrete construction, maintain a minimum of 1/2 inch clearance between web of runner an underside of the steel or concrete. 2. Attach runners to concrete with powder driven fasteners and to suspended ceilings with toggle bolts. At sound retardant partitions, set runners on 2 beads of acoustical sealant or 2 strips of acoustical tape. C. Stud Installation: 1. Position studs vertically and engage floor and ceiling runners. Space studs not to exceed 16 inches on center unless otherwise indicated. Provide tripled studs at partition corners and intersections. Frame both sides of expansion and control joints with separate studs. 3.2 CLEAN -UP AND PROTECTION: A. Keep the premises clean and protect other construction from damage during installation. Upon final completion remove tools, equipment, unused materials and metal scraps and leave the construction in a clean and orderly manner. END OF SECTION SECTION 05500 MISCELLANEOUS METAL FABRICATIONS 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section shall include furnishing and installing all miscellaneous metal work and related connections complete as indicated on drawings and as specified. 1.2 CODES AND STANDARDS A. California Building Code (CBC) - Latest Adopted Edition. B. American National Standards Institute (ANSI). C. American Society for Testing and Materials (ASTM). D. American Welding Society (AWS). 1.3 SUBMITTALS: A. Shop Drawings: 1. Submit shop drawings indicating sizes and fabrication detail, methods of assembly locations of hardware, anchors, and all accessories. 2. Indicate welds, both shop and field, by standard welding symbols in AWS D1.1 -83. Show the size, length and type of each weld. 1.4 DELIVERY, STORAGE AND HANDLING: A. Deliver an d st or e steel mate rials above th e ground. Material showing e vi ence of damage or corrosion will be rejected and replaced with new materials. 1.5 FIELD MEASUREMENTS: A. Secure all field measurements for proper fabrication and installation. Furnish setting instructions and templates for exact location of items embedded in concrete and masonry. 1.6 DESIGN REQUIREMENTS: A. Design calculations should be prepared by a civil or structural engineer registered in the State of California which verifies the design for vertical and lateral loading in accordance with CBC requirements. B. Railing assembly, wall rails and attachments to resist lateral force of 75 lbs. at an point without damage permanent set. YP or P9 PART 2: PRODUCTS 21 MATERIALS: A. Shop, Primer: 1. Federal Specification TT -P -645 (zinc chromate). One coat minimum on all surfaces to be primed. Do not prime surfaces in direct contact with concrete or where field welding is required. B. Galvanizing: Zinc coating meeting the requirements of ASTM A123. Zinc coating for threaded products shall meet the requirements of ASTM A153. Provide minimum 1.25 oz. of galvanizing on all items. C. Quick setting hydraulic cement: Master Builders - "Mosterflow 713 ". 2.2 TRASH ENCLOSURE GATES: A. Galvanized corrugated, 18 gage metal panels. Inryco Exterior Wall Panel M6. B. Mount trash enclosure gates to galvanized tube steel supports as detailed. Provide hinges, cane bolts, latches, other hardware and accessories required. 2.3 FABRICATION: A. Verify all dimensions on site prior to shop fabrication. B. Fit and shop assemble in largest practical sections, for delivery to site. Fabricate items with joints tightly fitted and secured. C. Close exposed ends of steel pipe or tubing with welded caps. 3 PART 3: EXECUTION 3.1 EXAMINATION A. Verify field conditions are acceptable before start of installation. Start of installation means erector accepts existing conditions and support work. 3.2 INSTALLATION A. Handrails and Guardrails: Install railings in concrete by means of pipe sleeve inserts set and anchored in the concrete. Insert posts into pipe sleeves, plumb and align. Fill the space between pipe posts and sleeve inserts with quick setting hydraulic cement. B. Touch up all damaged galvanized finish due to installation, welding, threading or other work with galvanized treatment Southern Coatings "Galvicon" or approved galvanized treatment. END OF SECTION DIVISION 6 WOOD AND PLASTICS SECTION 06100 ROUGH CARPENTRY 1 PART 1: GENERAL 1.1 SUMMARY A. Provision of this section shall include furnishing all labor and materials to install rough carpentry work as indicated on the drawings and as specified. All wood framed construction shall conform to CBC chapter 25. All lumber shall be grade stamped by an agency certified by the board of review of the American Lumber Standards Committee and manufactured in accordance with product standard 20 -70 as published by the Department of Commerce. 1.2 CODES AND STANDARDS A. California Building Code (CBC) - Latest Adopted Edition. B. American Wood Preservers Bureau (AWPB) C. American Plywood Association ( APA D. West Coast Lumber Inspection Bureau (WCLIB) E. Western Wood Products Association (WWPA) F. ICBO Research Committee Reports 1.3 QUALITY ASSURANCE A. Grade Marks: 1. Identify lumber by the official grade mark of WCLIB or WWPA. 2. Identify plywood by the official grade mark of APA. B. Framing Anchors: C. Comply with current ICBO Research Committee Report. 1.4 SUBMITTALS A. Provide technical data on wood preservative and fire retardant materials, including application instructions. B. In lieu of grade stamping on exposed -to -view lumber and plywood, submit manufacturer's certificate that products meet or exceed specified requirements. C. Submit copies of framing anchor manufacturer's current ICBO Research Committee Report upon requests by Architect or Building Department Official. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store and handle lumber to protect from damage or deterioration due to excessive moisture or other conditions. B. Store lumber and plywood under cover. Protected against exposure to weather and contact with damp or wet surfaces. Stack lumber and plywood to provide for air circulation around the stacks and under temporary coverings. 1.6 COORDINATION A. Cooperate with other trades in coordinating work. Provide wood grounds, blocking and nailers where indicated or required for fastening or integrating into structure work of other trades. . 2 PART 2: PRODUCTS 2.1 LUMBER A. Roof Nailers: 1. Standard or better No. 2 structural Douglas Fir /Larch fire resistive treated. Pressure preservative treated where required. 2.2 PLYWOOD A. Plywood Standards: Manufacture plywood to comply with PS 1 -88 "U.S. Product Standard for Construction and Industrial Plywood ". 1. Plywood Backing Panels (For mounting electrical or telephone equipment): 3/4" B -C with exterior glue. 2.3 LUMBER TREATMENT A. Pressure Preservative Treatment 1. Pressure treat in accordance with AWPA Standard C1 and AWPI Standard LP -2 all lumber fastened on or against steel, masonry or concrete or connected to roofing. Each piece of lumber shall bear the mark of an approved testing agency. Deliver to the site at maximum 14% moisture content. 2. When necessary to cut, or drill treated lumber, thoroughly paint newly cut surfaces with same preservative used in factory treatment of lumber. B. Fire Retardant Treatment 1. Fire retardant lumber (where required or noted) shall be pressure treated with fire retardant chemicals that are halogen and sulfate free meeting Underwriter's Laboritories FR -S rating and conforming to AWPA Standard C20 -70 when tested in accordance with ASTM E- 84.Each piece of fire retardant lumber shall bear an Underwriter's Laboratory label. 2. Flame spread - 25 or less. 2.4 ROUGH HARDWARE: A. Rough hardware, connections, nails, bolts, nuts, washers and other fasteners exposed to the exterior shall be hot- dipped galvanized per ASTM A153. 1. Nails: Common wire type. 2. Machine bolts, carriage bolts, leg bolts and screws, standard mild steel - ASTM A307. 3. Powder - Driven Fasteners: Powder Power Tool Corp. "Drive -It" or Hilti Fastening Systems 4. Stock Framing Connectors. "Simpson ", "Teco ", or equal. If Simpson connectors are not used, submit ICBO approval data with proposed substitutions identified. Load capacities shall be those shown in the manufacturer's current ICBO Research Committee Report. 3 PART 3: EXECUTION 3.1 EXAMINATION A. Before commencing work, check all lines and levels indicated. Do not start work until discrepancies have been corrected B. INSTALLATION 1. All rough carpentry, including curbs , blocking a nd framing shall be installed under the direction of an experienced foreman. All carpenters shall be skilled mechanics and experienced in building construction. All wood framina shall be accurately sawcut, fitted and securely connected together with proper fasteners. 2. Curbs: Provide curbs not less than 6 inches in height at roof penetrations and equipment supports. Nail curbs to roof edge strips with 16d nails at 16" o.c. minimum. 3. Provide anchorage and back -up for all fixtures and equipment. 3.2 CLEAN -UP A. Framing contractor is responsible to keep premises clean of all wood scrape and nails. B. Upon conclusion of framing work, contractor shall thoroughly clean daily both interior and exterior of building and surrounding area of all wood scraps, saw dust, nails and debris resulting from framing work. END OF SECTION SECTION 06200 FINISH CARPENTRY 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section include furnishing and installing all interior wood doors and trim and custom millwork wood veneers. 1.2 CODES AND STANDARDS A. American Woodwork Institute (AWI) B. Woodwork Institute of California (WIC) 1.3 SUBMITTALS A. Samples: Submit for review, samples of millwork, exposed woods, and other finish materials and trim specified. B. Shop drawings: Submit full shop drawings for review and approval of all millwork. 1.4 QUALITY ASSURANCE A. Finish carpentry shall conform to Manual of Millwork - Woodwork Institute of California (WIC), Latest Adopted Edition. Grades as specified herein or indicated. Prior to delivery to site, submit WIC Certified Compliance Certificates indicating each millwork product will fully conform with WIC grades and other requirements shown and specified. B. Qualifications of Manufacturer: Products of this Section shall be produced by manufacturers with minimum 3 years experience in manufacturing of similar items. C. Qualifications of Installers: Installers shall have a minimum of three years experience in installation of similar types of products and shall be completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section. 1.5 DELIVERY AND PROTECTION A. Deliver materials to the job site only AFTER building is heated and dry. Store inside until such time materials are installed. B. Provide suitable cover to protect from moisture or other damage during shipping, handling and storage. 2 PART 2: PRODUCTS 2.1 MATERIALS A. As specified on drawing. B. Hardware: 1. Nails, bolts, washers, nuts, wood screws, lag screws, other fasteners, shall be best suited for their specific condition. Nails shall be steel, common or finished, as required. 3 PART 3: EXECUTION 3.1 GENERAL A. Verify dimensions in the field and related conditions before starting the work. Do no work in the areas of conflict until discrepancies have been corrected. B. Use adhesives in the work in conformance with the manufacturer's specifications and recommendations for the application involved. 3.2 INSTALLATION A. Install f ix ed wood members level straight, plumb, and true to lin e a nd dimension indicated. Wherever required, accurately scribe members neatly and snugly into place. Install trim in place in full lengths, without piecing, except where use of single lengths would be impractical. Bevel butt joints. Miter corners angles. Cope interior angles of molded parts. Set exposed nails for putty. Provide a neat, tight, properly scribed joint where work of this section adjoins or abutts work of others. B. Back cut end joints in trim members approximately 45 degrees to provide a tight, straight butt joint and stagger joints at least 24 inches apart. C. Wherever possible, work materials to completion in the shop. Deliver parts of fabricated items to the site in as few pieces as possible. D. Install assembled items in the work carefully and neatly. Scribe as required for tight, straight, fit. Do not force installation. Shim as required for straight, level and plumb finished surfaces. E. Wherever possible, set nails in a manner that will leave them unseen in the final work. Do not drive exposed nails home, but wet for putty with the proper sized nail set. Hammer marks on finished surfaces, will be cause for rejection. Use wood screws only where heads are to be covered by other materials and where they will remain out of sight in the finished work. F. Protect all parts from injury after installation in the work and maintain protection until completion of the entire project. Members which indicate checking or warping will be rejected. 3.3 CLEAN -UP A. Take necessary action to keep this work clean and free of dirt, trash, obstruction and equipment, except that necessary for the proper completion of this work. Remove materials not used. END OF SECTION SECTION 06412 WOOD CABINETS - PLASTIC LAMINATE FACED 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section include furnishing materials and labor to install plastic laminate faced case work as shown and noted on drawings, and as specified. 1.2 CODES AND STANDARDS A. American Woodwork Institute (AWI) B. Woodwork Institute of California (WIC) 1.3 SUBMITTALS: A. Shop Drawings: 1. Submit Shop Drawings to Owner showing list of materials and hardware, sizes, sections, elevations and details of construction and assembly as required by WIC Manual of Millwork" Section 1, Millwork Shop Drawings. 2. Indicate grounds, backing, blocking, and other items required for the installation of cabinets. 3. Label Shop Drawings with a WIC "Certified Compliance Label" certifying that the cabinets will be manufactured in accordance with the WIC grade specified. B. Samples: Submit the following samples to Architect: 1. Plastic Laminate: Submit (3) samples of each type of plastic laminate, including complete color and pattern range and surface finish. 1.4 QUALITY ASSURANCE: A. Manufacture plastic laminate faced cabinet work in accordance with Woodwork Institute of California (WIC), Manual of Millwork, Section 15 for Laminated Plastic Covered, Custom Grade cabinet work. B. Manufacture countertops in accordance with Woodwork Institute of California WIC), Manual of Millwork, Section 16, Laminated Plastic Counter Tops, and Back Splashes, Customp Grade. e i ' ated Compliance CertificateC. Certificate of Compliance: Issue a WIC C rt fie p , certifying that the plastic laminate cabinets at top meet requirements for WIC Custom Grade. Stamp each unit of plastic laminate modular cabinets with the WIC Certified Compliance Label indicating Premium Grade, and each plastic laminate counter top with the Certified Compliance Grade Label indicating WIC Premium Grade. 1.5 DELIVERY, HANDLING, AND STORAGE: A. Comply with WIC Technical Bulletin 419R "Recommended Care and Storage of Architectural Woodwork ". 2 PART 2: PRODUCTS 2.1 MATERIALS: (Includes Modifications to WIC Manual) A. Plastic Laminate: NEMA LD3 for the following: 1. Horizontal Surfaces: NEMA General Purpose Type, nominal 0.050 inch thick. 2. Vertical Surfaces: NEMA Vertical- Surface Type, nominal 0.028 inch thick. 3. Cabinet Liners: NEMA Cabinet -Liner Type, nominal 0.020 inch thick. 4. Backing Sheets: Manufacturer's standard backing sheet, nominal 0.020 inch thick. 5. Surface Finish: Matte finish, color as selected by the Architect from full range of colors and patterns. 6. Approved manufacturers: a. Wilsonart, Formica, Nevamor 2.2 FABRICATION: A. Counter Tops and Splashes: Plastic laminate covered, meeting Custom Grade requirements of WIC, Section 16, with coved top to splash joints and exposed edges and ends self- edged. Backsplashes 4" minimum height. B. Drawer Boxes: Per WIC Manual of Millwork, Sections 14 and 15, Custom Grade. C . Doors: Overlay type, hinged to swing flat against the face of adjoining Cabinet or the side of cabinet. Do not notch door or cabinet ends, or divisions to receive hinges. D. Shelves: Fabricate to construction standards specified in the WIC Manual of Millwork, Sections 14 and 15, to dimensions and material standards specified in WIC Technical Bulletin 435. Adjustable to 1 inch centers. Side wall supports may be line drilled to receive metal support brackets. E. Semi - exposed cabinet interiors, including faces and edges of shelving and interior door faces: Finish with high pressure cabinet liner, neutral white color. Where WIC Custom Grade is specified interiors of open cabinets and cabinets with glass doors are to be finished to match exposed surfaces. F. Metal strike plates: Provide cabinet door and drawer locks with metal strike plates to protect against particle board rip out. 3 PART 3: EXECUTION: 3.1 INSTALLATION: A. Submit a WIC certified compliance certificate attesting compliance with the following installation grade: WIC Custom. 1. Install plumb, level, true and straight with no distortions. Shim as required using concealed shims. Scribe and cut for accurate fit. 2. Secure to grounds, stripping, blocking with countersunk, concealed fasteners. Install without distortion so that doors and drawers fit openings and are accurately aligned. 3. Install finish hardware after all finish work has been completed. Inspect drilling operations for surface splinters or delaminations. Pieces bearing such imperfections will be rejected. 4. Countertops: Unless otherwise indicated, provide countertops with self -edged fronts and edges and an integral coved backsplash. Where no splash occurs, scribe the back edge of the counter top to the wall. a. Secure joints in the counter tops with draw bolts, sized and spaced as recommended by WIC for Custom Grade countertops. b. Secure completed tops to the cabinets with #10 by 1 1/4 inch round head wood screws, minimum of four screws per cabinet. Install additional screws at the front and back of each cabinet on both sides of the counter top joints. 5. Coordinate work with Divisions 15 and 16 for Mechanical, Plumbing and Electrical work to be integrated into casework. 3.2 CLEAN -UP: A. Upon completion of installation and as a condition of final review, remove debris, sawdust, excess materials, packages, equipment and trash which may have resulted from this work, from the site. Cabinets and adjacent surfaces shall be left clean and acceptable. END OF SECTION SECTION 07211 BATT AND BLANKET INSULATION 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section shall include furnishing all labor and materials to install all thermal and acoustical butt and blanket insulation. B. Insulation, though not fully shown on all drawings and details, shall be furnished and installed in the entire area where partially shown as though fully as shown and noted on drawings, and as specified. 1.2 CODES AND STANDARDS A. California Building Code (CBC) - Latest Adopted Edition B. Standards American Society for Testing and Materials (ASTM). 1.3 SUBMITTALS A. Certificates of Conformance: Submit certificates from the manufacturer stating that materials meet the R -value and fire resistance requirements specified. 1.4 REGULATORY REQUIREMENTS: A. Fire Performance Characteristics: 1. Surface Burning characteristics: ASTM E84. 2. Fire Resistance Ratings: ASTM E119. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver insulation to the site in unopened containers labeled with the manufacturer's name and brand designation and R -value rating. B. Store insulation in a dry, well ventilated, water -tight enclosure providing protection from damage. 2 PART 2: PRODUCTS 2.1 BATT OR BLANKET INSULATION A. Insulation materials shall be mineral wool or glass fiber butts or blankets conforming to ASTM C665, for the types and R -value specified 1. Exterior Walls: Kraft or foil faced batts or blankets designed to fit between studs and joists. R -value equal to R -19 minimum. Vapor barrier to room side. 2. Roof Joists: Kraft or foil faced batts or blankets with flame- resistant Kraft -foil laminate facings. R -value equal to R -30. Vapor barrier to room side. 3. Acoustical Insulation in Interior Walls: Type I, unfaced batts designed for friction fit. R -11 batts all restroom and office walls. 3 PART 3: EXECUTION 3.1 INSTALLATION OF BATT INSULATION A. Install insulation in accordance with the manufacturer's recommendations and after building is enclosed. Insulate full height of walls and full width between joists. Insulation shall be continuous behind all light switches and convenience outlet boxes. Fully insulate all small areas between closely spaced framing members. B. Roof insulation shall be installed tight to underside of plywood by approved fastening methods to insure no future sag. C. Daylight shall not be visible and no air leaks allowed through any insulated area. Areas with visible daylight or air leaks shall be re- insulated. D. Cut and fit insulation materials around pipes, conduits, outlet boxes and other obstructions to maintain integrity of the insulation. Place insulation between exterior wall and pipes, compressing insulation if necessary. End matching shall be necitly done with ends fitting snugly or overlapped. Do not compress batt insulation in excess of 10% of actual thickness. E. Install insulation after electric all wiring, plumbing and other concealed work is in place. Insulation shall not be covered until reviewed and approved by the Architect. 3.2 CLEAN -UP A. Insulation contractor shall promptly remove all insulation scraps and paper wrappings and debris associated with insulation work upon completion of work. END OF SECTION SECTION 07270 FIRE STOPPING 1 PART 1: GENERAL 1.1 GENERAL DESCRIPTION OF THE WORK OF THIS SECTION A. Work, in general, includes furnishing and installing fire and smoke barrier penetration seals for opening in floors, walls and other elements of construction 1.2 QUALITY ASSURANCE A. Applicator qualifications: Two years experience installing UL classified fire stopping materials. B. Performance: Materials shall have been tested to provide fire rating equal to that of the construction. 1.3 SUBMITTALS A. Manufacturer's data: Submit copies of manufacturer's specifications, recommendations, installation instructions, and maintenance data for each type of material required. Include letter indicating that each material complies with the requirements and is recommended for the application. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver materials undamaged in manufacturer's clearly labeled, unopened containers, identified with brand, type, grade and UL label where applicable. B. Coordinate delivery with scheduled installation date to allow minimum storage time at site. C. Store materials in clean, dry ventilated location. Protect from soiling, abuse and moisture. Follow manufacturer's instructions. 1.5 PROJECT CONDITIONS A. Existing conditions: 1. Verify existing conditions and substrates before starting work. Correct unsatisfactory conditions before proceeding. 2. Proceed with installation only after penetrations of the substrate and supporting brackets have been installed. B. Invironmental requirements: 1. Furnish adequate ventilation if using solvent. 2. Furnish forced air ventilation during installation if required by manufacturer. 3. Keep flammable materaisl away from sparks or flame. 4. Provide masking and drop cloths to prevent contamination of adjacent surfaces by fire stopping materials. 1.6 GUARANTEE A. Submit copies of written guarantee agreeing to repair or replace joint sealers which fail or joint adhesion, cohesion, abrasion resistance, weather resistance, extrusion resistance, migration resistance, stain resistance, or general durability or appear to deteriorate in any ether manner not clearly specified by submitted manufacturer's data as an inherent quality of the material for the exposure indicated. The guarantee period shall be one year from date of substantial completion. 2 PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with requirements, provide products of one of the following manufacturers as further defined in the systems and applications schedule in Part 3 of this section: 3M Fire Protection Products 3M Center Building 225 -45 -08 St. Paul, Minnesota 55144 -1000 2.2 MATERIALS A. Provide materials classified by UL to provide fire stopping equal to time rating of construction being penetrated. 1. 3M are barrier CP 25N /S no sag and CP25S/L self - leveling caulk or approved equal for application requirements. B. Provide asbestos free materials that comply with applicable codes and have been tested under positive pressure in accordance with UL 1479 or ASTM E 814. 3 PART 3 EXECUTION 3.1 PREPARATION A. Clean surfaces to be in contact with penetration seal materials, of dirt, grease, oil loose materials, rust, or other substances. that may affect proper fitting, adhesion, or the required fire resistance. 3.2 INSTALLATION A. Install penetration seal materials in accordance with printed instructions of the UL Fire Resistance Directory and in accordance with manufacturer's instructions. B. Seal holes or void made by penetrations to ensure an effective smoke barrier. C. Where floor openings without penetrating items are more than four inches in width and subject to traffic or loading, install fire stopping materials capable of supporting some loading as floor. D. Protect materials from damage on surfaces subject to traffic. 3.3 FIELD QUALITY CONTROL A. Examine penetration sealed areas to ensure proper installation before concealing or enclosing areas. B. Keep areas of work accessible until inspection by applicable code authorities. C. Perform under this section patching and repairing of fire stopping caused by cutting or penetration by other trades. 3.4 ADJUSTING AND CLEANING A. Clean up spills of liquid components. B. Neatly cut and trim materials as required. C. Remove equipment, materials and debris, leaving area in undamaged, clean condition. 3.5 SYSTEMS AND APPLICATION SCHEDULE Construction Condition UL Designation A . Metal pipe or conduit through 49, 95, 138, 202,round opening 319, 321 B. Insulated metal pipe through round opening 91, 152, 203 C. Metal pipes or conduits through 49, 63, 93, 94, 137, large opening 233,234,319, 321 D. Busway through rectangular 97, 99 opening E. Cables through opening 33, 65, 140, 204, 320 F. Cable tray 66, 105, 139 G. Glass pipe through opening 90, 212 H. Blank opening 61, 62, 92, 102, 104, 136, 318, J900B, J900C, U900J, U900L I. Non - metallic (plastic) pipe or conduit through opening 64 J. Metal pipe or conduit through gypsum board wall 147 K. Non - metallic (plastic) pipe or conduit through gypsum board wall 148 L. Cables through gypsum board wall 149 M. Insulated metal pipe through gypsum board wall 147 N. Glass pipe through gypsum board wall 154, 211 0. Metal pipe or conduit through wood construction 159, 169 P. Non - metallic (plastic) pipe or conduit through wood construction 160, 167 Q. Cables through wood construction 168 END OF SECTION APPROVED PART 2- PRODUCTS 2.01 MONIERLIFETILE CONCRETE ROOF TILE A. Profile Shake C. Tile Type: Color Through D. Surface Finish: Match developments surface finish E. Color Wolf Grey 2.02 UNDERLAYMENTS A. Type #30 ASTM standard 0.226 (2) Layers 2.03 FASTENERS A. Nails: 1. Type: hot dipped galvanized 2. Length: Penetrate deck minimum 3/4" or through thickness of deck or batten B. Screw Fasteners 1. Type: Corrosion resistant fasteners formed from coated or plated steel. 2. Length: Penetrate deck minimum 3/4" or through thickness of deck or batten C. Storm clips- refer to MonierLifetile recommendations. 2.04 METAL FLASHING A. Minimum 26 gage, G -90 corrosion resistant metal- conforming to ASTM A 525 and A 90. B. Minimum 2.5 pounds per square foot lead. 1. Use Lead Association recommendation for lead counter flashing requirements. 2.05 ADHESIVE /SEALANT A. Asphalt plastic roof cement- conform to ASTM D 4588, type II, non asbestos, non running, heavy body material composed of asphalt and other mineral ingredients. B. Adhesive formulated for use with concrete roof tile. 2.06 EAVE CLOSURE A. Prefabricated combination metal eave closure and drip edge. (flat tile only) 2.07 ELEVATED BATTEN SYSTEM (EBS) A. 1 inch by 2 inch (minimum) D.F. or better with 3/8" pads attached at 16" O.C. C. Do not use bowed or twisted battens 2.08 RIDGE AND HIP ROLL A. Provide Figaroll by MonierLifetile ridge and hip roll at all ridge and hip locations. PART 3- EXECUTION 3.01 EXAMINATION N A. Verify surfaces are uniform, smooth, clean and dry. B. Commence installation after required inspections. 3.02 UNDERLAYMENT APPLICATION A. Two Ply # 30 - (2 layers) 1. Install 19 inch wide starter strip. 2. Secure near top edge with nails, spaced 24 inches on center. 3. Install 36 inch wide sweat sheet down center of valley. 4. Secure near edge of sweat sheet 24 inches on center. 5. Install 36 inch sheet over starter sheet. 6. Secure near top edge with approved nails, spaced 24 inches on center. 7. Install with minimum 19 inches head lap and 6 inches side laps. 8. Extend underlayment up vertical surfaces minimum 4 ". 9. Extend underlayment onto adjacent roof planes a minimum of 6 inches. 3.03 RIDGE VENTS A. Install Cloaked Vent Tile System by O'Hogin entire length of ridge. 1. Follow vent manufacturer's installation recommendations 3.04 HIP AND RIDGE NAILER BOARDS A. Install nailer boards. 1. Use fasteners of sufficient length to penetrate minimum 3/4 inch into trusses. 2. Attach with NO. 26 gage galvanized strapping minimum 24 inches on center. 3.05 VALLEYS A. Ribbed Valley Metal 1. Minimum width 24 inch stretch out stock 2. Minimum height of center diverter 1 inches. 3. Minimum edge returns 1 inch. 4. Minimum lap joints 6 inches. 3.06 SIDE WALL FLASHING A. Install preformed metal pan flashing at base of wall over underlayment starting at lower end and working up. 1. Vertical flange minimum 4 inches. 2. Base flange minimum 6 inches. 3. Metal edge return 1 inch. B. Secure 1 inch edge returns to either deck or batten strip with roofing nail through metal strap. C. Nail vertical metal flange near top of metal edge. 1. Minimum lap joints 6 inches. D. Counter flashing 1. Lap top flange of base flashing minimum 3 inches. 2. Nail metal near edge 6 inches on center or set metal into reglets and seal thoroughly. 3. Lop joints minimum 3 inches. 3.07 HEAD & APRON FLASHING A. Nail near top edge of vertical flange with minimum 4 inches on tile surface. B. Lap metal 6" and seal laps with flashing cement. 3.08 FLASHING AT STANDARD CURB MOUNTED SKYLIGHTS, CHIMNEYS, ETC. A. Install curb high enough to meet tile height. 1. Underlayment must be turned up a minimum of 4 inches at all sides of curbing B. Install flashing as noted above for side wall and head wall. 3.09 FLASHING AT PIPES, TURBINES, VENTS, ETC. A. Install base flashing - sealed or lapped by underlayment. B. Install second flashing interlaced with tile coursing. 1. Galvanized metal for flat tile. 2. Malleable lead or dead soft aluminum for profile tile. C. Seal with sealant 3.10 BATTEN INSTALLATION A. Install top edge of 4 foot horizontal batten to horizontal line. B. Fasten and secure maximum 24 inches on center with nails or screws of sufficient length to penetrate sheathing minimum of 3/4 inches. C. Allow 1/2 inch space between batten end and between batten and metal edge return D. Chalk lost course 1 1/2 inches from ridge. 3.11 TILE INSTALLATION A. Layout- horizontal 1. Overhang - minimum X ", maximum 1 1/" 2. Minimum Head lap - 3 inches. B. Layout- vertical 1. Staggered /cross bond tile installation C. Tile Installation 1. Eave treatment a. Combination Prefabricated Metal Eave Closure and Drip Edge 1) Fasten minimum 12 inches on center along eave D. High wind clips- Provide high wind clips at first course of tile entire perimeter and install per manufacturer's recommendations. 3.12 FLAT, MEDIUM AND HIGH PROFILE TILE A. Ensure all tile overhangs drip edge evenly. B. Secure field and perimeter tile in accordance with CBC Table 15 -D -2. C. Maintain minimum 3 inch overlap of tile courses. D. Lay succeeding courses of field tile. Li M cn n 0 Z m O J I O 0- r- < i U ry ] w rn W (U t( U wILLI I-, 0 0 0 Q n- z 9 z CL Z O p W CL U) a IW- -° o 0 -4- 8 0000 m m m M c06 c_a c¢6 O 9Z m Na( 5r_p x, oY3 ob oW a X 9oo * Zao,g 1 y Tj,CEO Oz W O W 0 O 6 ZF SaF1 W a15 4< aF_AyNa0 5 J a Bm NH In 8i0$0:0R6V < 0 3 Q m Z W a 8 U k< ga 0< ei Ni .- m _iE- F5ViPjf 5 u f e 00. oaU o b e< a MW<lE ouinIflnt bi 6 a i o{{, l WW W- < 2W { aW W Ljy° t! I f- N(A <OOCU Cl- FOR PERMIT ISSUANCE E. Cut field tile to form straight edge at center of hip, ridge and valley. O SCOTT FAZEKAS & ASSOCIATES IN3 VALLEYS N a) O A. Preformed Metal With Water Control Ribbing GAB gy DATE osed Valley- Miter tile to form straight border at center of valley. SECTION 07320 These f fans have been reviewed for adherence to theCONCRETEROOFTILE1 applicable codes and ordinance. A °3`14rlH#,(9Ta13TER PART 1- GENERAL hereby granted to issue a building hermit peAid indard hip tiles as starter approval by all applicable City agencies. 1. Miter tile as hip starter to match eave lines 1.01 RELATED SECTIONS 2. Form end with color coordinated mortar. The issuance or of a permit based on A. Rough Carpentry- Section 06100 B. Roof and Deck Insulation- Section 07220 granting approval of these plans shall not be3 q,6,-P eQPRIDGE INSTALLATION of theAa C. Flashing and Sheet Metal- Section 07600 D. Accessories- Section 07720 permit or approve any violation cfi`Rially fastened codes or ordinance. No permit presume sJi nailer boord of sufficient height to support trim tile. Roof authority to vioiate or cancel the provisionr84'A nailer board with: 1.02 REFERENCES codes shall be valid. a. Type 30 asphalt felt A. California Building Code (CBC): Chapter 15 Appendix - 1997 Edition b. Pressure sensitive adhesive c. Figaroll by Monier Lifetile 1.03 SUBMITTALS 2. Mechanically fasten trim to nailer board with minimum 3/4 inch penetration. A. Samples- tile type and color as selected 3. Use approved sealant or clips 8. Manufacturer's literature 3.16 RAKE /GABLE1. Product descriptions 2. Recommended installation procedures. A. Rake /Gable Tile C. Tile Compliance Report 1. Adjust first course to match field tile. 1. ICBO ER 2656 2. Nail rake the with minimum two corrosion resistant fasteners of 2. ICBO ER 2093 sufficient length to penetrate framing minimum 3/4 inch 3. NER 301 3. Abut eave succeeding rake tile to nose of field tile above. 4. SBCCI 75101 5. LA RR 23700 3.17 WALL ABUTMENTS A. Install minimum No. 26 gauge flashing in accordance with manufacturers 1.04 DELIVERY, STORAGE AND HANDLING instructions. A. Distribute stacks of the uniformly not greater than 12 high to facilitate tile B. Install tiles so as not to inhibit water flow on flashings. installation. C. Install Batten Extenders to support tile over flashing. B. Protect the underlayment during the tile loading. t 3.18 PLUMBING STACKS 1.05 JOB CONDITIONS A. Galvanized steel flashing interlaced with underlayment. A. Install underlayment and tiles on dry surfaces. B. Galovanized steel flashing interlaced with flat tile application. B. Protect tile from other trades. C. Lead flashing interlaced with profile tile. C. Repair any punctures or tears in the underlayment. 3.19 COATINGS 1.06 WARRANTY A. Apply color coordinated paint to all exposed metal flashings. A. Roof Tile: MonierLifetile's limited lifetime warranty against defects in roof tile for B. Apply sealer to exposed mortar. the life of the structure. B. Workmanship: applicator limited warranty against defects for 20 years. Li M cn n 0 Z m O J I O 0- r- < i U ry ] w rn W (U t( U wILLI I-, 0 0 0 Q n- z 9 z CL Z O p W CL U) a IW- -° o 0 -4- 8 0000 m m m M c06 c_a c¢6 O 9Z m Na( 5r_p x, oY3 ob oW a X 9oo * Zao,g 1 y Tj,CEO Oz W O W 0 O 6 ZF SaF1 W a15 4< aF_AyNa0 5 J a Bm NH In 8i0$0:0R6V < 0 3 Q m Z W a 8 U k< ga 0< ei Ni .- m _iE- F5ViPjf 5 u f e 00. oaU o b e< a MW<lE ouinIflnt bi 6 a i o{{, l WW W- < 2W { aW W Ljy° t! I f- N(A <OOCU Cl- U O J Z, N a) O N I -. GAB 9co JOB NO. VW A t70 I O LV 1 Q Q C CFJ O Z OU C L O LL OD U co CC) T C ca t UL9 Z C0) N1 21 a- d O3jN =) O 5 I. I k 100 I 9 A- 4 U. r2 21 r g % L 1-1 DRAWN BY U GAB Rm CHECKED BY 80 J GAB rr d JOB NO. VW A DRAWING NUMBER 2 01 OF DRAWINGS 6 co 69 8 L a°- W 10 1W a g q lt 'Q 2dz ca U Q i U N1 k 100 I 9 A- 4 U. r2 21 r g % L 1-1 DRAWN BY DATE GAB 4/1/05 CHECKED BY DATE GAB 4/7/05 JOB NO. 0 -04 DRAWING NUMBER SP -.3 OF DRAWINGS 3.23 TILE REPLACEMENT A. Damaged Tile 1. Break out damaged roof tile. 2. Repair torn underlayment. 3. Drive fastener flush. 4 . Apply minimum 3 /8 inc h b y 2 inch b ead of a pprov ed a dhe sive on t i le in course below replacement tile. 5. Immediately set replacement tile in position assuring proper contact. B. Damaged Small Valley and Hip Cuts 1. Apply a minimum of 3/8 inch by 2 inch bead of approved adhesive at head of cut tile. 2. Immediately set tile in course above in position which assures proper contact. 3.24 CLEAN -UP A. Remove all broken tile, debris and excess tile from roof. B. Sweep cut tiles clean. 3.25 PROTECTION A. Forbid all unnecessary roof traffic of any kind on finished roof. Damage to roof tiles and /or sub -roof may result. END OF SECTION SECTION 07511 BUILT -UP ASPHALT ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Built -up asphalt roofing system. 1.3 DEFINITIONS A. Roofing Terminology., Refer to ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and Waterproofing Manual" for definition of terms related to roofing work in this Section. B. Hot Roofing Asphalt: Roofing asphalt heated to its equiviscous temperature, the temperature at which its viscosity is 125 centipoise for mopping application and 75 r mechanical application, within range of plus or minus 25 de F 14centioisefochapatianP9P9 ( P P deg C), measured at the mop cart or mechanical spreader immediately before application. 1.4 PERFORMANCE REQUIREMENTS A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. Material .Compatibility. Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing manufacturer based on testing and field experience. C. FMG Listing: Provide roofing membrane, base flashings, and component materials that comply with requirements in FMG 4450 and FMG 4470 as part of a roofing system. 1. Roofing system shall comply with the following: a. FM 1 -49 Loss Prevention Data Sheet for Perimeter Flashing. b. FM 1 -28 Loss Prevention Data Sheet for Wind Loads to Roof Systems and Roof Deck Securement. c. FM 1 -29 Loss prevention Data Sheet Above Deck Roof Components. d. NRCA Manual for Low -Slope Roofing Construction Details (Fourth Edition). e. SMACNA Manual (Fifth Edition). f. ASCE 7, Chapter 6. 2. Fire /Windstorm Classification: Class 1A- 90 (roof system and attachment only). 1.5 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other Work. 1. Base flashings, cants, and membrane terminations. 2. Crickets, saddles, and tapered edge strips, including slopes. C. Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install roofing system. D. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements" Article. 1. Submit evidence of meeting performance requirements. E. Qualification Data: For Installer and manufacturer. F. Research /Evaluation Reports: For components of roofing system. G. Maintenance Data: For roofing system to include in maintenance manuals. H. Warranties: Special warranties specified in this Section. I. Inspection Report: Copy of roofing system manufacturer's inspection report of completed roofing installation. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's warranty. B. Installer Shall: 1. Submit an affidavit attesting that Contractor has in place and fully implemented a written Health, Safety and Environmental Plan and the plan is compliant with all applicable Federal, State and Local regulations. 2. Be experienced in hot multi -ply roofing applications for 10 years minimum. 3. Be acceptable to Owner. 4. Be a manufacturer Certified Contractor. 5. Not have been in Chapter 7 bankruptcy during the last ten (10) years. 6. Provide a list of ten (10) projects available for inspection employing some roof system. 7. Acquire inspection service days utilizing manufacturer's technical inspectors. a. The minimum number of full time Technical Service inspection days will be three 3) days for a project of 200 squares or less. b. The number of days will increase at a rate of one (1) day for each additional 100 squares. C. Manufacturer Qualifications: A qualified manufacturer that has UL listing and FMG approval for roofing system identical to that used for this Project. 1. Be Associate Member in good standing with National Roofing Contractors Association (NRCA) for at least five (5) years. 2. Be nationally recognized in the roofing, waterproofing and moisture survey industry. 3. Be approved by Owner. 4. Has not been in Chapter 11 bankruptcy during the last five (5) years. 5. Provide evidence of financial responsibility: Certificate of Insurance showing Products Liability in the amount of $25 million minimum and provide an affidavit signed by a corporate officer showing corporate net worth of $50 million minimum. 6. Provide a copy of Corporate Health, Safety and Welfare policy 7. Be ISO 9001 registered for at least the prior five (5) years 8. Furnish a service agreement / warranty. 9. Provide Owner names of at least five (5) qualified applicators. 10. Employ full -time Field Technical Services Representatives for daily job -site monitoring and production of daily reports. 11. Require local Field Representatives to make periodic job -site visits and produce work quality and progress reports. 12. Provide a Project Closeout Report upon delivery of the project warranty. This report to include: a. Project Specifications. b. Project Summary. c. Progress reports as a result of roof inspections. d. Job -site progress photos. e. Warranty document. f. Owners Manual describing maintenance and emergency repair. D. Source Limitations: Obtain components for roofing system from or approved by roofing system manufacturer. E. Fire - Test - Response Characteristics: Provide roofing materials with the fire - test - response characteristics indicated as determined by testing identical products per test method below by UL, or FMG. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire -Test Exposure: Class A; ASTM E 108, for application and roof slopes indicated. F. Preinstallation Conference: Conduct conference at Project site. Comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to roofing system including, but not limited to, the following: 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing including installers of roof accessories and roof - mounted equipment. 2. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 5. Review structural loading limitations of roof deck during and after roofing. 6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 7. Review governing regulations and requirements for insurance and certificates if applicable. 8. Review temporary protection requirements for roofing system during and after installation. 9. Review roof observation and repair procedures after roofing installation. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storage. B Sto r e l i quid materials in their original undamaged containers i n a clean dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. D. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck. 1.8 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. 1.9 WARRANTY A. Special Warranty. Manufacturer's standard form, without monetary limitation, in which manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within specified warranty period. Failure includes roof leaks. 1. Special warranty includes roofing membrane, base flashings, roofing membrane accessories, roof insulation, all sheet metal - related details, and termination details. 2. Manufacturer will provide, at no cost to owner, the following services in Years 2, 5 and 10: a. Inspection by a Technical Service Representative and delivery of a written inspection report documenting roof conditions. b. Preventative maintenance and necessary repairs, including splits, tears, or breaks in the roof membrane system and fleshings which threaten the integrity of the roof system and are not exempt from coverage due to neglect, negligence, vandalism, or other exclusion. c. General rooftop housekeeping and clean -up, subject to limits, but generally including removal of incidental debris. 3. Warranty Period: 15 years from date of Substantial Completion. B. Special Project Warranty: Submit roofing Installer's warranty, on warranty form at end of this Section, signed by Installer, covering Work of this Section, including all components of roofing system such as roofing membrane, base flashing, roof insulation, fasteners, cover boards, substrate boards, vapor retarders, roof pavers, and walkway products, for the following warranty period: 1. Warranty Period: Two years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: Charactoristics of specific products are listed to establish required level of quality, performance, and appearance. Based on the following. 1. Built -up Asphalt Roofing: a. Tremco, Inc. b. Alternate manufacturers meeting Quality Assurance requirements and having products with equal or better properties may be acceptable. 2.2 BASE -SHEET MATERIALS A. Sheathing Paper: Red -rosin type, minimum 3 lb/100 sq. ft. B. Base Sheet: ASTM D 4601, Type 11, asphalt- impregnated and coated sheet, with polyester /glass /polyester trilminate reinforcement, dusted with fine mineral surfacing on both sides. 1. Breaking Strength 135 Ibf MD ASTM D 146 2. Breaking Strength 130 Ibf XD ASTM D 146 2.3 ROOFING MEMBRANE PLIES A. Ply Sheet: ASTM D 2178, Type VI, asphalt- impregnated, glass- orcement, ? ?? ?fiber felt. 1. Type VI a. Breaking Strength 85 Ibf /in. MD ASTM 146 -97 85 Ibf /in. XD ASTM 146 -97 B. Cap Sheet: ASTM D 6163, Type 11, polyester- reinforced, SBS- modified asphalt sheet; white granular surfaced; suitable for application method specified and as follows: 1. Tensile Strength 120 Ibf /in MD, 1421bf /in XD ASTM D 5147 2. Tear Strength 70 Ibf MD, 80 Ibf XD ASTM D 5147 3. Elongation 2.6% MD, 2.5% XD ASTM D 5147 2.4 FLASHING MATERIALS A. Backer Sheet: ASTM D 4601, Type II, asphalt- impregnated and coated sheet, with polyester /glass /polyester trilminate reinforcement, dusted with fine mineral surfacing on both sides. 1. Breaking Strength 135 Ibf MD ASTM D 146 2. Breaking Strength 130 Ibf XMD ASTM D 146 B. Flashing Sheet: ASTM D 6163, Type II, polyester- reinforced, SBS- modified asphalt sheet; white granular surfaced; suitable for application method specified and as follows-, 1. Tensile Strength 120 Ibf /in MD, 1421bf /in XD ASTM D 5147 2. Tear Strength 70 Ibf MD, 80 Ibf XD ASTM D 5147 3. Elongation 2.6% MD, 2.5% XD ASTM D 5147 C. Glass -Fiber Fabric: Woven glass cloth, treated with asphalt, complying with ASTM D 1668, Type I. 2.5 ASPHALT MATERIALS A. Asphalt Primer: ASTM D 41. 1. Modified Hot Melt Adhesive a. Elongation 300 % ASTM D 412 B. Roofing Asphalt: ASTM D 312, Type IV. 2.6 AUXILIARY ROOFING MEMBRANE MATERIALS A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with built -up roofing. B. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required by roofing system manufacturer for application. C. Mastic Sealant: Polyisobutylene, plain or modified bitumen, nonhardening, nonmigroting, nonskinning, and nondrying. D. Fasteners: Factory- coated steel fasteners and metal or plastic plates meeting corrosion- resistance provisions in FM 4470; designed for fastening roofing membrane components to substrate; tested by manufacturer for required pullout strength; and acceptable to roofing system manufacturer. E. Metal Flashing Sheet: 24 gage edge metal. F. Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing system manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system: 1. Verify that roof openings and penetrations are in place and set and braced and that roof drains are securely clamped in place. 2. Verify that cants, blocking, and curbs are securely anchored to roof deck at penetrations and terminations. 3. Verify that deck is securely fastened with no projecting fasteners and with no adjacent units in excess of 1/16 inch (1.6 mm) out of plane relative to adjoining deck. 4. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof -drain plugs when no work is taking place or when rain is forecast. 3.3 ROOFING MEMBRANE INSTALLATION, GENERAL A. Install built -up roofing membrane system according to roofing system manufacturer's written instructions and applicable recommendations of ARMA /NRCA's Quality Control Guidelines for the Application of Built -up Roofing." B. Start installation of built -up roofing memb r ane in presence of roofing system manufacturer's technical personnel. C. Where roof slope exceeds 2 inches per 12 inches (1:12), install sheets of built -up roofing membrane parallel with slope. 1. Backnoil roofing membrane sheets to substrate according to roofing system manufacturer's written instructions. D. Cooperate with testing and inspecting agencies engaged or required to perform services for installing built -up roofing system. E. Coordinate installing roofing system components so insulation and roofing membrane sheets are not exposed to precipitation or left exposed at the end of the workday or when rain is forecast. 1. Provide tie -offs at end of each day's work to cover exposed roofing membrane sheets and insulation with a course of coated felt set in roofing cement or hot roofing asphalt with joints and edges sealed. 2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system. 3. Remove and discard temporary seals before beginning work on adjoining roofing. F. Asphalt Heating: Heat roofing asphalt and apply within plus or minus 25 deg F 14 deg C) of equiviscous temperature unless otherwise required by roofing system manufacturer. Do not raise roofing asphalt temperature above equiviscous temperature range more than one hour before time of application. Do not exceed roofing asphalt manufacturer's recommended temperature limits during roofing asphalt heating. Do not heat roofing asphalt within 25 deg F (14 deg C) of flash point. Discard roofing asphalt maintained at a temperature exceeding finished blowing temperature for more than 4 hours. G. Substrate -Joint Penetrations: Prevent roofing asphalt from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction. 3.4 ROOFING MEMBRANE INSTALLATION A. Loosely lay one course of sheathing paper, lapping edges and ends a minimum of 2 inches and 6 inches, respectively. B. Install lapped base sheet course , extending sheet over and terminating beyond cants. Attach base sheet as follows: END OF SECTION SECTION 07600 FLASHING AND SHEET METAL 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section include furnishing and installing sheet metal flashings, parapet copings, pitch pockets, and similar flashing items as shown and noted on drawings and as specified. 1.2 CODES AND STANDARDS A. American Society for Testing and Materials (ASTM) B. Sheet Metal and Air Conditioning Contractors National Association (SMACNA) Architectural Sheet Metal Manual" - Latest Adopted Edition 1.3 SUBMITTALS A. Shop Drawings: Where required submit to Owner fully detailed shop drawings of fabricated items. 1.4 DELIVERY, STORAGE AND HANDLING A. Inspect materials for damage, dampness, and wet - storage stains. Replace damaged materials that cannot be restored to like -new condition. Store materials in dry, weather - tight, ventilated areas until installed. 1.5 COORDINATING AND SCHEDULING A. Secure field measurements before fabrication and installation of work. Coordinate sheet metal work with the roofing contractor. 1.6 GUARANTEE A. Sheet metal installations shall be guaranteed watertight and free from defects of materials and workmanship for a period of ten (10) years after the date of acceptance by the Owner. The guarantee shall be signed by the sheet metal installer. 2 PART 2: PRODUCTS 2.1 MATERIALS A. Galvanized Sheet Metal: Galvanized iron or sheet steel, ASTM A525 or A446 coating designation G90. Minimum zinc coating 1.25 ounces per square foot with 0.2 percent copper. B. Aluminum Sheet Metal: ASTM B209, 3003 -H14 alloy and temper. C. Solder: Solder for use with galvanized steel, zinc alloy, or copper sheet metal: Grade A, ASTM B32, 50 -50 tin /lead solder, with rosin flux. D. Butyl Sealer. Where impractical to use a solder at joints and corners, seal with Tremco Butyl Sealant. E. Fasteners: Sheet Metal Screws: Parker Kolon type, or equal. Use galvanized or stainless steel screws as applicable. F. Black Plastic Cement: ASTM D2822. G. Reglet and Counterflashing Assembly. Fabricate of 26 gage galvanized steel sheet metal. Approved manufacturer: H. Fry Reglet Corp.; Fry Springlock Flashing System 2.2 FABRICATION A. Fabricate sheet metal work in accordance with the SMACNA "Architectural Sheet Metal Manual', Latest Adopted Edition. B. Seams: Fabricate nonmoving seams with flat -lock seams. Tin and form edges to be seamed, and solder. Form aluminum seams with seam sealer: Rivet joints for additional strength where required. C. Parapet Caps: Fabricate of 24 gage galvanized steel unless otherwise indicated. Provide prefabricated mitered internal and external corners. Lap joints between sections a minimum of 3 inches. Seal laps with butyl sealer. D. Pitch Pockets: Fabricate pitch pockets of 24 gage galvanized steel with flanges extending 4" out onto the roof. Lap corner joints and solder. Set pan on top of roofing plies in a bed of plastic cement. Provide at least 1 inch clearance between the penetration and the sides of the pan. E. Miscellaneous Flashings and Metal Trim: Miscellaneous flashings, metal trim and their related components whether detailed or not shall be fumished and installed in accordance with the intent of the drawings and specifications and as required to complete the work. 3 PART 3: EXECUTION 3.1 EXAMINATION A. Examine surfaces to receive sheet metal to ensure surfaces are smooth, clean and free of defects. B. Check base flashings to ensure at least 9 inches extends abov iron or 0 ? ? ?e the toe of cant. Securely fastened to the structure. C. Do not start work until deficiencies have been corrected. Start of work constitutes acceptance of the surfaces. 3.2 INSTALLATION A. Workmanship: Install sheet metal straight and true, with miters and joints accurately fitted. Reinforce comers and make seams waterproof. Make provisions for expansion and contraction in sheet metal assemblies. Anchor work securely in place, and conceal fasteners where possible. B. Install flanges of sheet metal items on top of last roofing ply in full bed of asphaltic plastic cement 1/8 inch thick. C. Separations: Provide for separation of metal from noncompatible metal or corrosive substrates by coating concealed surfaces, with bituminous coating or other permanent separation as recommended by fabricator. D. Soldering: Pretin edges of sheet metal before soldering. Solder immediately after application of flux. Upon completion of soldering, neutralize acid and thoroughly clean surfaces. E. Reglets and counterflashings: Install reglets and counterflashings in accordance with the manufacturer's printed installation drawings and instructions. 3.3 SHOP PAINTING A. Treat sheet metal surfaces, which will be concealed, with an approved acid wash. Shop point with one coat of an approved galvanized primer. Refer to painting specifications Section 09900. 3.4 GALVANIZED TOUCH -UP A. Provide one coat of the following over areas requiring touch -up: "Galvicon" by Galvicon Corp.,l "Drygoly" by Anchor Brand Co. Refer to painting specifications Section 09900. END OF SECTION SECTION 07720 ROOF ACCESSORIES 1 PART 1: GENERAL_ 1.1 SUMMARY A. Provisions of this section shall include furnishing all labor and materials fo r complete installation of roof accessories including Roof Access Hatch when shown on drawings and as specified. 1.2 RELATED WORK A. Section 05515 Aluminum Ships Ladder 1.3 SUBMITTALS A. Submit manufacturer's literature for roof hatch indicating compliance with the requirements of these specifications. Installation instructions shall be included in the submittal. 1.4 DELIVERY, STORAGE AND HANDLING A. Do not expose roof hatches to excessive moisture, humidity or other conditions that would cause corrosion or wet - storage stains. Protect hatches from physical damage. 2 PART 2: PRODUCTS 2.1 ROOF HATCH A. Galvanized Steel Roof Access Hatches: as manufactured by Precision Stair Corporation 800) 225 -7814. Roof hatch shall have clear opening as shown on drawings and shall consist of insulated cover and frame. Material shall be G90 galvanized steel. Steel hatches shall receive a prime coat. Corners shall be welded and ground smooth. A gasket between cover and frame shall create a weathertight seal. 1. Cover 14 gage galvanized steel with G9 0 coating. Liner shall be 22 gage galvanized steel with G90 coating. Cover shall be insulated with two inch UL plain fiberglass 0.75# density. The lid shall be reinforced as required with 1/8 inch steel channel. A one point lock shall be provided with a built in inside handle. With the exception of the outside handle, the top of the cover shall be devoid of hardware. The outside handle shall be a vinyl coated steel T- handle. A hold open device of 3/16 inch x one inch flat steel bar and % inch dia. handle with a vinyl grip, and, inside and outside padlock provisions shall be included. Coordinate all hardware with finish hardware section. 2. Curb: 14 gage galvanized steel with G90 coating. The curb shall be sheathed with ridged fiberboard insulation. Height of curb shall be twelve inches. Curb shall have four inch flange for securing to roof. 3. Hinges connecting the curb and cover shall be 1/8 inch, two piece formed steel with a 3/8 inch pivot pin. A rubber gasket within a 20 gage formed steel box channel shall be securely attached to the frame. With the cover closed and latched, the curb shall be weathertight. 4. Pressure Operation: Opening assistance shall be provided with pressure intensifiers. The intensifiers shall consist of a telescoping tube, the top (outer) tube shall be 1 -15/16 inch; the bottom (inner) tube shall be 1 -1/2 inch. 5. Hardware: All hardware and fasteners shall be corrosion resistant where required (or stainless steel). 3 PART 3: EXECUTION 3.1 INSTALLATION A. Installation of roof hatches shall be in compliance with manufacturer's specifications and in compliance with built -up roofing manufacturer's recommendations and warranty requirements. B. Coordinate hatch installation with roofing work and ships ladder. END OF SECTION APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Auli, :rizahon is hereby G,Q:aed to issue a building permit pending approva' by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to perm-it or approve any violation of the applicable codes or ordinance. No permit presumed to give authvnty :u violate or cancel the provisions of such codes shall be valid. U J CL J O w O O N T C tU (0 00 Q O L C 07 V) p Co L c O LL CD i U Z E C15 Mto J Cfl CL d) 0 O J t I M U M U w CJ V v LLI Z co w zg Z o z O W Q o a to LLJ Qo` o o M M m m C-6 c¢a O Z v_oaZW0 ZM =0o6Wf 3Bg=W93W C hXx ab z uit z a 0,4JsoaiHW. o'yy'- 9060560 wwz -O o In 2 9P -Moog avaZ 98 ow p4 4a Jv, ®QpQp1Q1Q1Q ypyOv O4<<Og mp NZ - tIaJJ I?5 sam,7Nd• 5m la z uZFZipp,. N,9 -'qi °o°3 0aop3~ ZC,2 g 0a 0 i= o _ X T V Om 0.F r- % U Z O 25 II aa 1 t U J CL J O N U O O N T C tU (0 00 Q O L C CM p Co L c O LL CD i U 00 E C15 z C CO O Cfl CL d) e U U WS W V U 2Uz 3: W Z ° ci icul co tL DRAWN GAB BY 1 4/1/05 GAB 4/7/05 4' JOB NO. I DRAWING NUMBER 1 OF DRAWINGS SECTION 07920 SEALANTS AND CAULKING 1 PART 1: GENERAL 1.1 SUMMARY A. Provisions of this section include furnishing and installing all interior and exterior sealant work. Sealants for glazing work are specified in Section 08800 required to weatherproof the building. (except glazing sealants) 1.2 CODES AND STANDARDS A. American Society for Testing and Materials (ASTM). 1.3 SUBMITTALS A. Product Data: Submit to Owner copies of manufacturer's specifications, recommendations and installation instructions for each type of sealant and related material. Include manufacturer's letter of certification, or certified test reports. B. Samples: Submit color charts to Owner indicating color range available for each sealant at exposed locations. Materials installed before approval of color will be removed and replaced with approved material. Color of finished sealant shall match approved color samples. 1.4 QUALITY ASSURANCE A. Installer's Qualifications: Minimum of 5 years successful experience in the application of sealants specified. Installation of sealants shall not be performed by general labor force. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver sealants to the site in unopened containers, labeled with the manufacturer's name, brand designation and date of manufacture. B. Store sealants in an area not subject to temperatures above 100 degrees F or below 40 degrees F. Do not use materials that have exceeded the manufacturer's recommended shelf life. 1.6 JOB CONDITIONS A. Do not apply sealants when the ambient temperature is above 100 degrees F or below 40 degrees F or when the weather is damp. 1.7- WARRANTY A. Work under this section shall be warranted against moisture penetration for a period of 5 years from the date of "Notice of Completion ". The written warranty shall include materials and labor required to repair any leaks that develop during the warranty period. The warranty shall be signed by the sealant manufacturer and the sealant Contractor. 2 PART 2: PRODUCTS 2.1 MATERIALS A. Type "A" Sealant: Multiple component, self - leveling polyurethane based sealant conforming to ASTM C920, Type M. Grade P, Class 25. Approved products: Tremco THC -900. B. Type "B" Sealant: Single or multiple component, nonsag polyurethane based sealant conforming to ASTM C902, Type S or M, Grade NS, Class 25. Do not use single component sealants when excessive movement is expected within the curing time of the sealant. Approved products: Tremco - Dymonic or Dyrneric. C. Type "C" Sealant: Butyl rubber based sealant conforming to ASTM C 920, Type S, Grade NS, Class 7.5. Approved products: Tremco - Butyl Sealant. D. Type "D" Sealant: Latex acrylic based sealant conforming to ASTM C 834. Approved product: Tremco - Acrylic Latex Caulk E. Type "E" Sealant: Narrow joint seam sealant conforming to AAMA 803.3. F. Acoustical Sealant: Permanently resilient compound manufactured for acoustical applications. Approved products: Tremco; Acoustical Sealant. G. Filler: Polyurethane, open or closed cell foam, round in shape, with diameter at least 30 percent greater than width of joint, non - staining. Sealant manufacturer shall guarantee filler as being suitable for its intended use and compatible with the sealant. H. Primer: Sealant manufacturer recommendation. 1. Bond Breaker Tape: Polyethylene tape or other tape as recommended by the sealant manufacturer. Provide self- adhesive tape wherever applicable. J. Colors: Colors of sealants shall be generally as follows: 1. Concrete Flotwork - to match concrete. 2. Concrete Walls - to match concrete. 3. Masonry Walls - to match mortar color. 4. Aluminum to Concrete - to match concrete. 5. Aluminum to Aluminum - aluminum color. 6. Ceramic Tile - to match grout. 7. Other locations - to match color of adjacent surface. 3 PART 3: EXECUTION 3.1 EXAMINATION A. Examine surfaces for conditions that would adversely affect the installation of sealants. Do not proceed with the sealant work until unsatisfactory conditions have been corrected. Start of sealant work constitutes acceptance of conditions. 3.2 SURFACE PREPARATION A. Joints and spaces to be sealed shall be completely cleaned of all foreign materials. Where necessary, degrease with an approved solvent or commercial degreasing agent. Surfaces shall be thoroughly dry before application of sealant compounds B. If recommended by manufacturer, remove paint and other protective coatings from surfaces to be sealed before priming and sealing application. 3.3 JOINT DIMENSIONS A. Butyl Base Type Sealant: Minimum joint width shall be 1/4 inch. Maximum width - 1 /2 ". Depth shall be one to three times the width of the joint. B. Silicone Rubber, Acrylic and Polyurethane Sealant: Minimum joint width shall be 1/4 inch, maximum width - 1/2 ". Depth shall be approximately one -half the width, but in no case less than 1/4 inch. 3.4 SEALANT APPLICATION SCHEDULE A. Type A Sealant: Horizontal joints in concrete, quarry and ceramic tile floors and paved surfaces subject to foot traffic. B. Type B Sealant: Vertical joints in concrete, masonry and stucco exteriors and sealing around exterior metal doors, windows and louver frames penetrating these surfaces. C. Type C Sealant: Interior wall penetrations including pipe or conduit that will be concealed by escutcheons or other trim or plates and for lap joints in sheet metal work. D. Type D Sealant: Joints, voids, and penetrations in interior surfaces exposed to view and requiring painting. E. Type E Sealant: Narrow joints in aluminum storefront and curtain wall framing where joints are mechanically restricted from movement. F. Acoustical Sealant: Perimeter joints around sound retardant partitions and around electrical boxes and other penetrations in sound partitions. 3.5 APPLICATION A. Sealants shall be applied by experienced mechanics using specified materials, proper guns, nozzles and tools. Preparatory work (cleaning and priming) and application of sealant shall be in accordance with the manufacturer's printed instructions and recommendations. B. Primer shall be applied to all parts of joints to be filled with sealant when recommended by manufacturer. C. Sealed joints shall be neatly pointed on flush surfaces with beading tool, and internal corners with edging tool. Rounded off finishing will not be allowed. Excess material shall be cleanly removed. Sealant, where exposed, shall be free of wrinkles and uniformly smooth. Sealing shall be complete before final coats of paint are applied 3.6 CLEANING A. Clean material from surfaces not to receive sealant and restore the finish as required. If surfaces adjoining joints are stained and cleaning is not acceptable, remove the affected Work and provide new Work as directed and approved, at no extra cost to Owner. END OF SECTION DIVISION 8 DOORS AND WINDOWS SECTION 08110 HOLLOW METAL DOORS AND FRAMES PART 1: GENERAL SUMMARY Provisions of this section shall include furnishing all materials and labor to install all hollow metal doors and frames located at roof screen. REFERENCE STANDARDS California Building Code - Latest Adopted Edition (CBC) Uniform Fire Code - Latest Adopted Edition (UFC) National Fire Protection Association (NFPA) American Society for Testing and Materials (ASTM) American National Standards Institute (ANSI) National Association of Architectural Metal Manufacturers (NAAMM) Steel Door Institute (SDI) Door Hardware Institute (DHI) SUBMITTALS Submit shop drawings to Owner for fabrication and installation of steel doors and frames. Include details of each frame type and elevations of door types with installation requirements for finish hardware. Provide door and frame schedule using same reference numbers for doors as shown on the drawings. DELIVERY, STORAGE, AND HANDLING Deliver hollow metal work cartoned or crated to provide protection during transit and job storage. Place the units on wood skids above the floor with air space between doors. Avoid using non - vented plastic or canvas shelters. Remove wet cartons immediately. QUALITY ASSURANCE Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. REGULATORY REQUIREMENTS Labeled fire resistive frames shall conform to the California Building Code, Chapter 7, Fire- Resistant Materials and Construction" for the fire resistive ratings indicated. Fire resistive frames shall bear Underwriter's Laboratories, Warnock Hersey International or other State approved testing agency labels. COORDINATION Hollow metal manufacturers shall be responsible for securing templates from finish hardware suppliers for specified hardware and mounting locations. PART 2: PRODUCTS ACCEPTABLE MANUFACTURERS The manufacturers listed below are acceptable to supply the products covered under this section contingent they meet the specifeations stated herein. Fenestra Republic Steelcraft Mfg. /Masco Co. HOLLOW METAL FRAMES Fabricate frames in accordance with SDI 100 -90 with hardware reinforcement plates welded in place. Hollow metal door frames shall be 16 gauge cold rolled steel, ASTM A366. Sizes as detailed or required by wall thickness. Frames shall be furnished one piece or knock -down (KD) construction where indicated on plans. Mitered corners shall have heavy reinforcements with four (4) interlocking tabs on jambs at head of each corner. Frames requiring the use of screws to assemble must be supplied welded the full jamb depth. Drill for and supply three silencers for single openings and two at heads of double openings. Weatherstripping may be supplied under this section if it has been tested as part of an assembly as stated in SDI 116 -79. The test must produce an air rate flow of .074 cu. ft. /min. /lin. ft. of crack. Minimum hinge reinforcements shall be 8 gage. Top hinge reinforcement will have additional 10 gage auxiliary reinforcements at frames located in concrete or masonry walls. HOLLOW METAL DOORS Construct using 16 gage cold rolled steel. Doors shall have 1/8" bevel in 2" on hinge and lock side. Doors shall have continuous vertical mechanical interlock seam on hinge and lock edge. Doors shall have 14 gage inverted channels spot welded within the top and bottom edges. Doors shall be sound deadened, reinforced and stiffened with impregnated kraft honeycomb core laminated to both door skins. Resin shall completely cover the inside of both panels. Exterior doors which are not covered from direct weather shall be sealed against moisture by applying steel top caps. Inverted channels are not permitted. Doors to be reinforced to receive finish hardware. Hinge reinforcements to be minimum 8 gage. Box type closer reinforcements shall be 14 gage. Box type lock and panic device reinforcements are to be 16 gage. FINISH Doors and frames shall be phosphatized and receive one coat baked on prime paint. Field finishing and painting is specified in section 09900. Flash coat, jet coat nor wipe coat galvanized will not be acceptable. PART 3: EXECUTION INSTALLATION Frames: Set steel frames free of twist with head level and jambs plumb. Rigidly anchor to walls. Provide deflection clearances at frame heads where indicated. Remove shipping bars prior to installation of frames. Install frames in accordance with SDI 105 -91 for "recommended erection instructions for steel frames." Install all hardware in conformance with hardware manufacturer's templates and instructions. Doors shall be free of binding with all hardware functioning properly. ADJUSTING AND CLEANING Remove and replace defective work, including doors or frames which are warped, bowed or otherwise damaged. Sand smooth any rusted or damaged areas of prime coat and apply touch -up compatible air- drying primer. END OF SECTION SECTION 08150 STEEL DRYWALL FRAMES 1 PART 1 GENERAL SUMMARY Provide steel drywall frames for all 60 minute fire -rated openings as shown on the drawings. Refer to the door schedule and details to verify sizes, types and hardware preparation. RELATED WORK Wood Doors: Section 08210 Finish Hardware: Section 08710 Glazing: Section 08800 Gypsum Board System: Section 09260 Painting: Section 09900 QUALITY ASSURANCE Approved Manufacturers Timely Industries, Pacoima, California, (800) 247 -6242 or approved equal. Material and Installation Comply with manufacturer's specifications for quality and performance. Supplier to have minimum of two years experience in doors, frames, hardware and related items. Contractor to verify wall conditions prior to installation of frames to ensure compliance with drawings. Installer to have minimum of one year experience installing doors, frames and hardware. SUBMITTALS Procedure See Section 01300 for procedure for sample and shop drawing submittal. All submittals to be complete within 20 days of contract award or as otherwise by the architect. Provide shop drawings indicating frame type, sizes, gauges, materials, anchorage, glazing, finishing and installation. Do not fabricate any material until approved is received in writing. Provide product literature and installation instructions for field !.use. For factory finished frames, provide two color samples on proper base metal of manufacturer's standard colors. For custom colors, provide six samples of paint on actual base metal for approval. Submit actual frame samples as requested. Provide four copies of manufacturer's standard warranty. PRODUCT DELIVERY, STORAGE AND HANDLING All prefinished frames to be individually packaged with all surfaces protected against shipping damage. Frames to remain in cartons until they are ready for installation to avoid jobsite damage. Store frames in dry, protected area off the ground. Proper care to be taken while distributing and installing frames to avoid finish damage. Coordinate installation with other trades to avoid conflict. Provide adequately secured storage of all materials stored at the jobsite. 2 PART 2 PRODUCTS DRYWALL FRAMES Factory finish black. All frames to be formed cold rolled sheet steel complying with ASTM -A366. Rollform or break frames to standard shapes as shown on the drawings. Prepare frames for die formed, heat treated clips to assure tight casing fit. Clips to be mechanically fastened to assure a secure and properly aligned installation Provide holes on perimeter of frame to allow easy insertion of fasteners. Provide oval alignment slots to allow visual alignment of the frame in the rough opening. Slots to allow for insertion of tool to move frame on the wall to avoid damage to wall finish. All frames to have 14 gauge hinge reinforcement plates applied to the frame. Prepare for strikes (either 2 -3/4" T- Strike , 4 -7/8" ASA Strike, or 2 -3/4" Deadbolt Strike) as required. Frames supplied with 2 -3/4 adjustable strike are standard. For other strikes, hardware supplier to supply strike to fit standard cut -outs in frame. ASA 4 -7/8" strike preparation to be factory embossed and screw holes tapped for machine screws at the factory. Provide standard field applied reinforcement for surface mounted hardware as required. Verify locations where reinforcement must be applied prior to installation of frame over the wall. Provide standard casings as shown on drawings. 22 gauge prefinished casing with standard corner brackets to assure tight miters. TYPES Provide 60 minute fire -rated frame assemblies as required to accommodate wall thickness shown on drawings. FINISHES Factory finished frames to have polyester paint finish to allow for even coverage and maximum impact resistance. Steel to be chemically cleaned, bonderized, primed and given two separate top coats to assure sufficient bonding and paint thickness. Steel to be painted in coils prior to forming to assure even coverage. Refer to manufacturer's technical material for actual paint performance. All exterior door frames: steel to be electro - galvanized prior to painting. Provide aerosol touch -up paint to repair minor damage of factory finished frames. 3 PART 3 EXECUTION INSTALLATION Prior to installation, examine all openings to verify proper rough opening dimensions, wall thickness, blocking or other requirements to assure proper performance. Frames to be installed over finished walls and anchored through the faces into the structure as shown and per manufacturer's recommendations. Use a prefit template door or the actual door for the opening to assure proper alignment and door clearances. Door to be prefit according to frame manufacturer's instructions. Verify requirements and coordinate with door and hardware supplier. Anchor with drywall screws as shown. Use drywall screws for frames that may be relocated in the future to allow for easy removal and installation. See details for any special conditions and anchoring details. Fire rated frames to have fasteners every 11 inches minimum as shown on installation instructions. Verify hardware requirements for each opening to provide proper reinforcement, preparation and anchorage or adequate performance and long life. Align all parts with proper clearance to assure proper fit, tight miters, and desired performance. Provide instruction sheets for all frames for field use. CLEAN UP Remove all boxes, wrappers, papers and debris from each opening. - Wipe frames with mild cleaner to remove grease, dust, or other debris. Touch-up paint if required. FINAL INSPECTION AND CLOSE -OUT Inspect each opening for proper operation, correct hardware, general appearance and proper installation. Make any adjustments necessary as directed by owner's representative. If required, meet with maintenance personnel three months after occupancy to assist in adjustment and proper operation of each opening. Provide any product information, instruction manuals and standard warranty for owner's use. Replace any frames that are shown to be defective under the terms of the warranty. END OF SECTION SECTION 08210 WOOD DOORS 1 PART 1: GENERAL SECTION INCLUDES Wood doors non -rated and fire -rated Flush. Glazed. Transoms non -rated and fire - rated. RELATED SECTIONS Section 06412 - Wood Cabinets - Plastic Laminated Face Section 08110 - Hollow Metal Doors and Frames Section 08710 - Finish Hardware Section 08800 - Glazing REFERENCES AND REGULATORY REQUIREMENTS ASTM E90 -90 - Laboratory Measurements of Airborne Sound Transmission Loss of Building Partitions. ASTM E152 -810 - Standard Methods of Fire Tests of Door Assemblies. ASTM 252 - Standard Methods of Fire Tests of Door Assemblies 1995 Edition. UL 10B = Fire Tests of Door Assemblies, 9th Edition. CBC 43-2 Fire Tests of Door Assemblies. NFPA 80 - Fire Doors and Windows. Quality Standards: NWWDA Industry Standard I.S. 1 -A -97 (National Wood Window and Door Association). AWI Quality Standards 7th Edition, Version 1.0, 1997. ANSI A115, W Series, Wood Door Hardware Standards (American National Standard Institute). Labeling Agencies Underwriters Laboratories. SUBMITTALS Submit under provisions of Section 01300. Chop Drawings: illustrate door opening criteria, elevations, sizes, types, swings, undercuts, special beveling, blocking for hardware in mineral core doors, identify cutouts. Product Data: Indicate door core materials, thickness, construction, veneer species veneer color selection required in ash, birch, maple. See NWWDA "A Specifier's Guide to Door Face Veneers), cut and matching requirements, factory machining and factory finishing criteria. Construction Samples: Submit one or more of manufacturer's standard samples demonstrating door construction. Finish Samples: A set of three illustrating the range of color and grain of each specified door face materials. Manufacturer's full lifetime warranty. QUALITY ASSURANCE Meet or exceed NWWDA I.S.1 -A Premium Grade and /or AWI Version 7 Custom Grqde. Labeled Doors: Listed and conform to the requirements of Underwriter's Laboratories UL). DELIVERY STORAGE AND HANDLING AND SITE CONDITIONS Deliver, store, protect and handle products under provisions of NWWDA, AWI and manufacturer's instructions. Accept doors on site in manufacturer's standard packaging. Inspect for damage. Do not store in damp or wet areas or in areas where light might cause oxidation. HVAC systems should be operating and balanced prior to arrival of doors. Acceptable humidity shall be not less than 25% nor greater than 55 %. COORDINATION Coordinate the work with door opening construction, door frame and door hardware installation with a pre - installation conference. WARRANTY Provide manufacturer's warranty to the following term: Interior Solid Core Doors: "Full Life of Original Installation" including rehang and refinish if door(s) do not comply with Warranty tolerance standards. Include coverage for delamination, warping, bow, cup and telegraphing of core construction beyond warranty tolerances. 2 PART 2 PRODUCTS MANUFACTURER Marshfield Doors, 5 -ply door quality as defined in this Section. Other acceptable manufacturers: Eggers. Substitutions allowed only if approved by the architect prior to bid date. Substitutions must be received 10 days before bid date. MATERIALS Workmanship: Comply with NWWDA /AWI workmanship for veneer faces, vertical edges, crossbands, hpar ld ?? ?orizontal edges and dimensional tolerances. Door Construction Grade: Except as may be otherwise shown on the drawings fabricate the work of this section to NWWDA "Premium Grade" /AWI "Custom Grage". Flush Door Facing: Wood veneer plain sliced cherry. Veneer Matching: Book match. Assembly of Spliced Veneers: Running book match. Doors In Pairs or Sets: All pairs of doors specified on door schedule shall be pair matched. FABRICATION Door and transom panel core construction. Non -rated ANSI A208. 1 -LD -2 Particleboard. 20 minute fire rated ANSI A208, 1 LD 2, Particleboard. Bond stiles and rails to core, abrasive sand core assembly to achieve uniform thickness. 60 minute fire rated edgesrVical stilesVerticalg (stiles) Edges to match face veneer. Horizontal edges (rails): Mill option structural composite lumber. Adhesives: Facing adhesive, Type 1. Innerblocking for mineral core fire doors: Supply innerblocking for all surface applied hardware through bolts not accepted. Machining: Factory fit and machine doors for frame and finish hardware in accordance with hardware and NFPA 80 requirements and dimensions. Do not machine for surface hardware. Apply appropriate fire labels. ACCESSORIES Glazing Stops Non - rated: Metal Vision Frames. Fire - rated: Metal Vision Frames. FACTORY FINISH Factory finish all plain sliced cherry veneer doors in accordance with NWWDA G -17 Finish System Description or AWI Division 1500 -S -4- Finish Systems Standards. Factory finish to be water based stain and ultraviolet (UV) cured polyurethane to comply with EPA Title 5 guidelines for Volatile Organic Compound (VOC) emissions limitations. Finish must meet or exceed performance standards of TR -6 catalyzed polyurethane. Color shall be Marshfield Door Corps. Enviroclad UV Designer Color. Honey 26 -95 or as selected by architect from Marshfield's designer color line. Factory finished doors to be installed just prior to sub 3 PART 3 EXECUTION EXAMINATION Verify substrate opening conditions under provisions of Section 06200. Verify that opening sizes and tolerances are acceptable and ready to receive this work. Do not install doors in frame openings that are not plumb or are out of tolerance for size or alignment. INSTALLATION Install fire -rated and non -rated doors in accordance with NFPA 80, manufacturer's instructions and to ITS -WH /UL requirements. Trim non -rated door width by cutting equally on both jamb edges. Trim door height by cutting bottom edges to a maximum 3/4 inch. Trim fire door height at. bottom edge only, in accordance with fire rating requirements. Pilot drill screw and bolt holes using templates provided by hardware manufacturer. Use threaded throughbolts for half surface hinges). Coordinate installation of doors with installation of frames and hardware. Coordinate installation of glass and glazing. Install door light kits plumb and level. Reseal or refinish any doors that required site alteration. WARRANTY TOLERANCES Conform to NWWDA standards and testing methods for warp, cup, bow and telegraphing. ADJUSTING Adjust doors for smooth and balanced door movement. END OF SECTION t .2. 1.10 FIELD MEASUREMENTS A. Verify dimensions shown on Drawings and obtain field measurements of actual construction prior to preparation of shop drawings and ordering components. B. Verify that field measurements are as indicated on shop drawings and as instructed by the manufacturer. 1.12 EXTENDED WARRANTY A. Provide three year warranty. B. Warranty. Include coverage for complete system for failure to meet specified requirements. C. Provide no- dollar no -limit lifetime warranty on entrance door corner construction. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Approved Manufacturers: 1. United States Aluminum Corp., Vernon CA. Product: a. SERIES 451, center glazing, insulated system. B. Equivalent products by the following manufacturers may be submitted for approval: 1. Kowneer Company, Inc., Cerritos CA. 2. VistaWall Architectural Products, Terrell TX. 2.02 MATERIALS A. Extruded Aluminum: ASTM B221; 6063 alloy, T5 temper, minimum 0.125 inch thick. B. Sheet Aluminum: ASTM 8209. C. Sheet Steel: ASTM A924; galvanized to G90 thickness. D. Steel Sections: ASTM A36; shaped to suit mullion sections, galvanized to G90 thickness in accordance with ASTM A123. E. Fasteners: Stainless steel. F. Shop and Touch -Up Primer for Steel Components: SSPC 15, Type 1. G. Touch -Up Primer for Galvanized Steel Surfaces: SSPC 20, zinc rich type. 2.03 COMPONENTS SECTION 08410 A. Frame: ALUMINUM ENTRANCES AND STOREFRONTS 1. 2 inch by 4 1/2 inch nominal dimension, internal weep drainage system, with PART 1 - GENERAL center glazing and top load gaskets. 1.01 SUMMARY B. Doors: Medium stile, 2 inches thick, 4 1/2 inch wide top rail, 4 1/2 inch wide vertical stiles, 10 inch wide bottom rail, square glazing stops. A. Documents affecting work of this Section include, but are not necessarily limited General Conditions Supplementary Conditions, Special Conditions and Division 1. C. Flashings: Minimum 18 gage stainless steel, or sheet aluminum, finish to match t ., Gene PP Y P mullion sections where exposed. B. Section Includes: 1. Aluminum doors and frames. 2.04 GLASS AND GLAZING MATERIALS 2. Extruded aluminum storefront system. A. Glass and Glazing Materials: As specified in Section 08800 of types described 1.02 REFERENCES below: 1. Glass in Exterior Lights: X inch clear tempered, 1h inch air space, Y4 inch clear A. American Architectural Manufacturers Association. tempered 1. AAMA - Metal Curtain Wall, Window, Store Front and Entrance - Guide 2. Glass in Door Lights: 1/4 inch clear tempered. Specifications Manual. 2. AAMA - Curtain Wall Manual #10 - Care and Handling of Architectural Aluminum 2.05 SEALANT MATERIALS From Shop to Site. 3. AAMA 501 - Methods of Test for Metal Curtain Walls. A. Sealant and Backing Materials: As specified in Section 07900. 4. AAMA 605.2 - Specification for High Performance Organic Coatings on 1. Perimeter Sealant: Multi- component polyurethane, color to match adjacent Architectural Extrusions and Panels. aluminum. 5. AAMA 607.1 - Specifications and Inspection Methods for Clear Anodic Finishes for 2. Sealant Used Within System (Not Used for Glazing): Manufacturer's option. Architectural Aluminum. 6. AAMA SFM -1 - Aluminum Storefront and Entrance Manual. 2.06 HARDWARE B. American Society for Testing and Materials. A. Weatherstripping: Neoprene or pile, continuous and replaceable. 1. ASTM A36 - Structural Steel. 2. ASTM A123 - Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products. B. Sill Sweep Strips: Resilient seal type. 3. ASTM A924 - Steel Sheet, Metallic- Coated by the Hot -Dip Process. 4. ASTM B209 - Aluminum and Aluminum -Alloy Sheet and Plate. C. Threshold: Extruded aluminum, one piece per door opening, ribbed, non -slip 5. ASTM B221 - Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube. surface. 6. ASTM E283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen. D. Pivots: Offset type. 7. ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. E. Push /Pull: Model P 001 push bar at non -panic equipped doors, PS 002 pull. 8. ASTM E331 -Water Penetration of Exterior Windows, Curtain Walls and Do ors By Uniform Static Air Pressure Difference. F. Panic Device: Concealed vertical rod device with key - locked exterior thumb turn, dogging device, stainless steel finish, Von Duprin 33 Series or equivalent product by C. Steel Structures Painting Council. Adams Rite or Monarch, or as specified in Section 08710. 1. SSPC - Steel Structures Painting Council. G. Closer. Concealed overhead type, single acting, to accommodate butt hinges, D. International Conference of Building Officials. offset pivot or center pivot, as applicable, LCN Model 2030. Comply with CBC 1. CBC - Chapter 16 Structural Forces. requirements for closing force maximums. 2. CBC - Chapter 24 Glass and Glazing. H. Locks: E. California Code of Regulations. 1. Single Doors: Adams Rite MS1850S series deadlock, with MS4002 armored strike, 1. CBC -Part 2, Title 24, CCR, 1997 California Building Code (CBC), (1997 California MS4043 cylinder guard, 4089 exit indicator. Building Code Volumes 1 -3 and 1999 Califomia Amendments) - Accessibility. 2. Pair Doors Active Leaf: Adams Rite MS 1890 deadlock /deadlateh combination, 4590 latch paddle device, MS4043 cylinder guard, 4089 exit indicator. 1.03 SYSTEM DESCRIPTION 3. Pair Doors Inactive Leaf: Adams Rite MS1880 tth ASTM Awo -point thumbturn operated flushbolt, automatic opecoima, CaA ?? ?ration by deadlock movement from A. Aluminum entrances and storefront system includes tubular aluminum sections with active leaf. supplementary internal support framing where imposed loads and height requires, shop fabricated, factory pre - finished, vision glass, related flashings, anchorage and 2.07 FABRICATION attachment devices. A. Fabricate components with minimum clearances and shim spacing around perimeter 1.04 PERFORMANCE REQUIREMENTS of assembly, yet enabling installation and dynamic movement of perimeter seal. A. Design and size components to withstand dead and live loads caused by positive B. Accurately fit and secure joints and corners. Make joints flush, hairline, and and negative wind pressure acting normal to plane of wall as required by CBC Tables weatherproof. 16 -F and 16 -G, to a minimum design pressure of 90 mph at Exposure C, and as measured in accordance with ASTM E330. C. Prepare components to receive anchor devices. Fabricate anchors. B. Limit mullion deflection to 1/175, or flexure limit of glass with full recovery of D. Arrange fasteners and attachments to conceal from view. glazing materials, with a safety factor of 1.65 minimum, whichever is less, when tested in accordance with AAMA 501 or ASTM E330. E. Prepare components with internal reinforcement for door hardware C. System to accommodate, without damage to components or deterioration of seals, F. Reinforce framing members for imposed loads. movement within system, movement between system and peripheral construction, dynamic loading and release of loads, deflection of structural support framing. 2.08 FINISHES 1. Required minimum loading on frame without failing: 270 lbs. A. Exterior Exposed Aluminum Surfaces: AAMA 607.1; anodized to clear color, to D. System to provide for expansion and contraction within system components caused minimum 0.007 inch thickness. by a cycling temperature range of 170 degrees F over a 12 hour period without causing buckling, excessive stresses on structural elements or fasteners, stresses on B. Concealed Steel Items: Galvanized in accordance with ASTM A123 to G90 glazing, failure of seals, reduction of performance, or other detrimental affect on thickness, or when approved by Architect, primed with iron oxide point. appearance or performance of system components. C. Apply one coat of bituminous paint to concealed aluminum and steel surfaces inPacoima, CaA ? ?? E. Drain water entering joints, condensation occurring in glazing channels, or contact with cementitious or dissimilar materials. migrating moisture occurring within system, to the exterior by a weep drainage network. Leakage shall not occur at a pressure differential of 8 psf, when tested in accordance with ASTM E331. PART 3 - EXECUTION F. Air infiltration through assembly shall not exceed 0.06 cf per minute per sf of 3.01 EXAMINATION surface area, at 6.24 psf when tested under ASTM E283. A. Verify dimensions, tolerances, and method of attachment with other work. G. Jambs adjacent to door locks shall resist a forced -entry attack of 1600 lbs. M'a Fe R Q'6IS:Lbpenings and adjoining air and vapor seal materials are ready to receive 1.05 SUBMITTALS SCOTT c j `SSOCIATE. INC. A. Submit under provisions of Section 01300. BY 3.02 INSTALLATION DATE Indicatessystem dimensions, framed opening requirements - I d; ,,;,s have,be6WWi $ t m a e with manufacturer's instructions, AAMA Manual B. Shop Drawings: ys P , J } tolerances, affected related Work and expansion and contraction joint loca"fOrA blp codesN nd1 ®rq dA L' dfi ions Manual. P 1° r Y 9,arled to is ,e a , U'hOrization is details. approval b ail d built Y pP atl t#i ct#Wntb ql bgittgsufficient adjustment to accommodate construction C. Product Data: Provide component dimensions, describe components wit r' s settlement, expansion and contraction and tolerances for other irregularities, without assembly, anchorage and fasteners, glass, door hardware, internal drainagea icis r PC or fygg ® ro Q eip t aSe reoonking glass. sealants. permit or a rise plans shall not e c codes or GproveCaFPyov4rapbV 9} 8trt&h*4nk% and shims to permanently fasten system to building dmanc h P44A ti using fasteners as recommended b manufacturer, aluminum surface type a 9ttru&ur r. 9 YIsillustratingYpflE' bmit three sam a uRi iD. Su 9 iPYtOvi;latesredatr tauphicJ grl'ufgYf l&i+ able for substrate, to positively attach members for glazing materials. Codes shall be vdl,d. long life under 4 W. "' such E. Verify dimensions shown on Drawings and shop drawings and obtain field measurements of actual construction prior to preparing shop drawings. D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work. 1.06 QUALITY ASSURANCE E. Provide thermal isolation where components penetrate or disrupt building insulation. A. Perform Work in accordance with AAMA SFM -1 and AAMA - Guide Specifications 1. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain Manual. continuity of thermal barrier. B. Comply with requirements of CBC for provisions for the physically disabled. F. Install flashings, where indicated on Drawings. C. Comply with provisions of CBC tables 248, C and D for glazing requirements. G. Coordinate attachment and seal of perimeter air and vapor barrier materials. 1.07 QUALIFICATIONS H. Whenever aluminum is in contact with concrete or dissimilar metal, apply bituminous paint or other such isolation method approved by the manufacturer. A. Manufacturer: Company specializing in manufacturing aluminum storefront, entrance and glazing systems with minimum five years experience. I. Assemble doors in shop with glazing installed. Make joints rigid and suitable for heavy use. Shop install hardware using templates provided by hardware manufacturer. B. Installer: Company licensed or otherwise approved by the aluminum entrance and Adjust operating hardware and door operation for smooth movements, without binding storefront manufacturer, with a minimum of three years experience in the installation and without exceeding allowable forces required by CBC. of commercial storefront and entrance systems. J. Install sheet metal sill flashing to prevent water migration under framing. Set C. Entrances and storefront systems shall be the products of a single manufacturer. thresholds and sill flashings in bed of mastic and secure. 1.08 DELIVERY, STORAGE, AND HANDLING K. Install field- applied hardware using templates provided. A. Deliver materials of this Section in accordance with AAMA - Curtain Wall Manual L. Install glass in accordance with Section 08800, to exterior wet /dry method of 10, glazing, and as applicable for system specified. 1. Water test all storefront and glazing after completion by spraying with hose heavily B. Protect pre - finished aluminum surfaces with manufacturer's wrapping or strippable for 5 minutes. Repair all leaks discovered by testing procedures and repeat test coating in accordance with AAMA 607.1. Do not use adhesive papers or sprayed until leak -free performance is achieved. coatings which bond when exposed to sunlight or weather. M. Install perimeter sealant and backing materials. install in accordance with Section C. Store materials in a dry, protected area. 07900. 1.09 ENVIRONMENTAL REQUIREMENTS A. Do not install sealants when ambient temperature is less than 40 degrees F during and 48 hours after installation. IpV z. I 011 dx e) C 1,, 30 E-- I.; J 0- l O W 07 O O N U) U5 , 3 O C CD rOO tr r_ N (O co Q I- 07 OF DRAWINGS 0d?0) O CZ O l` Cll p Z U M m J N E cu O TS z E CO 0) On O J 1= I V M 0 9 v 11 W X_ 5i N W U V) V) W Q Y Z g U U co w g I Z Z O a o a_ U N C H E-`° d o 0 0 M m Ca m 4 c.3 m C-D O Z U tn7d' _(a 3.03 TOLERANCES A. Maximum Variation from Plumb: 0.06 inches every 3 ft, non — cumulative, or 1/16 inches per 10 ft, whichever is less. B. Maximum Misalignment of Two Adjoininth ASTM Ag Members Abutting in Plane: 1/32 inch. 3.04 ADJUSTING A. Adjust operating hardware for smooth operation. 3.05 CLEANING A. Clean work under provisions of 01, General Conditions. B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. C. Remove excess sealant by method acceptable to sealant manufacturer. D. Clean and polish glass surfaces. 3.06 PROTECTION OF FINISHED WORK A. Protect finished Work. Remove protective materials from prefinished aluminum surfaces immediately prior to cleaning at Date of Substantial Completion. END OF SECTION SECTION 08800 GLAZING PART 1: GENERAL SUMMARY Provisions of this section shall include furnishing all labor and materials to install all nglasscompletewithglazingbeadsandaccessoriesasindicatedand as specified. CODES AND STANDARDS Uniform Building Code — Latest Adopted Edition California Code of Regulations, Title 24 American National Standards Institute (ANSI) American Society for Testing and Materials (ASTM) Architectural Aluminum Manufacturers Association (AAMA) Flat Glass Marketing Association (FGMA) Underwriter's Laboratories, Inc. (UL) DESIGN REQUIREMENTS Where glass thicknesses are not indicated, provide thickness based on the wind pressures for exterior glazing, provide thickness based on wind pressures for 80 m.p.h. winds, exposure C. Exterior glazing system shall be a design /build system. Contractor shall be responsible for submitting all drawings and calculations required for design /build system of curtain wall system and any other portions required by the Building Department after Architect's review. SUBMITTALS Samples: Submit to Architect three 12 —inch square samples of all glass types for approval. REGULATORY REQUIREMENTS Glass and glazing shall conform with the Uniform Building Code, Chapter 24, Glass and Glazing" as amended by Title 24, Chapter 2 -24. PRODUCT DELIVERY, STORAGE AND HANDLING Deliver and store glass in manufacturers original storage cases in a dry, well ventilated area. Breakage: Unless responsibility can be assessed to another contractor, the glazing contractor shall be responsible for all glass broken during shipment, storage and installation. JOB CONDITIONS Do not perform glazing work when ambient temperature is below 40 degrees F or during damp or rainy weather. Provide sufficient ventilation to prevent condensation from forming on surfaces to be glazed. PART 2: PRODUCTS GLASS MATERIALS Primary Glass: (Fed. Spec. DD— G- 451(c): Float Glass: 1/4" thick, type 1 (float, plate or sheet), Class 1, Quality q3. Manufacturer: PPG or equal Color per drawings. Tempered glass (FED Spec. DD— G- 1403(b)) shall be used at all areas noted on plans and as required by governing codes. Tempered Float Glass: Grade B, Style 1 uncoated, Type 1 place, Quality q3, Class 1, tempered to 4x normal strength, 1/4" thick, "Gray Reflective with SS -20 Coating" as shown on plans. Manufacturer: Viracom or equal by Guardian. GLAZING MATERIALS Setting Blocks and Spaces: EPDM, neoprene or silicone. Sealants for Glazing: ASTM C920, type S, grade NS, class 25. Dow Corning 795 silicone one —part sealant in approved colors. Preformed Sealant Tape: Preshimmed butyl polyisobutylene tape conforming to AMAA 804.1 -1969. Acceptable products Tremco; Preshimmed 440 Tape or approved equal. Preformed Gaskets: Closed cell sponge neoprene conforming to ASTM C509 and dense neoprene wedge gaskets conforming to ASTM C864 and NAAMA SG -1 -80 PART 3: EXECUTION EXAMINATION Examine framing to ensure compliance with glass manufacturer's and installation tolerances. GLAZING General Glazing Requirements:. Conform to the guidelines for glazing contained in the FGMA "Glazing Manual" latest edition supplemented by the glass and sealant manufacturer's recommendations. Shop cut glass with, straight edges, free from chips and fissures. Manufacturer's labels, showing strength, grade, thickness, type and quality shall be required on each piece of factory cut glass. Labels shall remain on glass until it has been set and approved. Sizes indicated are approximate. Actual sizes shall be determined by in the field measuring. CLEANING AND PROTECTION Glass surfaces shall be thoroughly cleaned, with labels, paint spots, and other defacements removed. Cleaning solution shall not etch glass surfaces or stain frames, painted or finished surfaces, or affect the glazing compound. Cracked, broken, and imperfect glass shall be replaced at no additional cost to the Owner. Alert workmen that openings have been glazed, by providing tape or banners attached to framing. Do not apply paint or other foreign matter directly on the glass. END OF SECTION i SECTION 09220 PORTLAND CEMENT PLASTER PART 1: GENERAL SUMMARYSUM1.1 M Provisions of this section shall include furnishing and installing all Portland cement plaster work as indicated on drawings and as specified. 1.2 CODES AND STANDARDS A. Uniform Building Code, Latest Edition B. American Society for Testing and Materials (ASTM). C. California Lathing and Plastering Contractor's Association ( CLPCA). D. Stucco Manufacturer's Association (SMA). 1.3 SUBMITTALS Samples: Submit to Owner 12 "02" samples of each stucco finish for review. Samples shall become the standard of comparison for all cement plaster finishes. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING Deliver manufactured materials in the original packages or containers bearing the name of the manufacturer and brand. Keep cementitious materials dry until used. Store bulk sand in a well drained area on a solid surface to prevent mixing of foreign matter. 1.5 ENVIRONMENTAL REQUIREMENTS A. Do not apply plaster when the ambient temperature is below 40 degrees F or during rainy, damp or foggy weather. Protect plaster from uneven and excessive evaporation during hot, dry weather. B. Protect adjacent surfaces not indicated to receive plaster, to prevent plaster splashes and oversproy. 1.6 QUALITY ASSURANCE Applicator: Company specializing in cement plaster work with a minimum of 3 years experience. PART 2: PRODUCTS 2.1 MATERIALS A. Portland Cement: ASTM C150, Type I or II. B. Plastic Portland Cement: ASTM C150, Type I or 11, except that plasticizing agents may be added in manufacturing process not to exceed 12 percent of the total volume. C. Lime: ASTM C206, Type S D. Sand for Basecoats: Conform to ASTM C144, with gradation as listed in the CLPCA "Lathing and Plastering Reference Specifications" Latest Adopted Edition. E. Plaster for Exterior finish Coat: Conform to SMA "Specifications and Standards for Manufactured Stucco Finishes ". 1. Plaster shall be INTEGRAL color as shown on plans and as approved by Owner. 2. Color shall be from the same production run with bags marked indicating materials were bagged from the same production run. MEMBRANE UNDERLAYMENT: UBC Section 1402.1, Tyvek Commercial Wrap water— resistant barrier, by Dupont, Wilmington, DE. 2.2 PROPORTIONS AND MIXING Thoroughly mix materials with batch type mechanical mixer with a minimum amount of water to produce proper consistency. When plastic portland cement is used, no lime or other plasticizing agents shall be added at the job site. PART 3: EXECUTION 3.1 MEMBRANE UNDERLAYMENT Secure membrane to substrate with tape or adhesive and immediately apply portland cement plaster. Extend membrane 2 inches to 3 inches beyond board edges and lap membrane at joints in a shingle manor to prevent water penetration. At all window, door, etc. openings, wrap membrane in on overlapping fashion and fully close all joints with Tyvek tape. At bottom edge of building, provide Tyvek tape to fully protect bottom edge of sheathing material. 3.1 EXAMINATION Examine base surfaces and accessories to insure that finished plaster surfaces will be true, without requiring additional thickness of plaster. Start of installation means acceptance of existing conditions. 3.2 SURFACE PREPARATION Apply a bonding agent in accordance with manufacturer's instructions where necessary before application of plaster. 3.3 APPLICATION OF PLASTER: A. General: Three coats over metal lath to a thickness of not less than 7/8 inch. Finish plaster shall be true within 1/8 inch in 10 feet. B. Application of Base Coats 1. Scratch coat shall be applied in a full 3/8 inch coat. Keep moist for 48 hours then let dry. 2. Brown coat shall be applied over the dampened scratch coat in a full 3/8 inch coat. Brown coat shall be brought out to grounds. Keep moist for 48 hours and then let dry. C. Finish Application 1. Finish Coat — Sand Float Finish: Apply no sooner than 7 days after application of brown coat. Dampen surface of brown coat to obtain uniform suction immediately before applying finish coat. 2. Textures shall be applied in accordance with the CLPCA "Stucco Textures and Finishes." 3.4 PATCHING AND CLEANUP A. Remove plaster droppings immediately after each coat has been applied. B. Cut out broken or damaged plaster to straight lines with clean, sharp edges. Cut out cracks to width of not less than 1 inch. Fill areas to be patched with base material. Apply a finish coat of same material as adjoining plaster. Patched areas shall match adjoining work in finish and texture; joinings flush and smooth, so that joints between existing and new plaster will not be visible. END OF SECTION SECTION 09260 GYPSUM BOARD SYSTEMS PART 1: GENERAL SUMMARY Provisions of this section shall include furnishing and installing Gypsum board walls and ceilings, including all accessories as indicated or detailed and specified. CODES AND STANDARDS Uniform Building Code Latest Adopted Edition. American Society for Testing and Materials (ASTM) Comply with standards of "Drywall Construction Handbook ", U.S. Gypsum Co. WB52, Latest Edition, Underwriters Laboratories Building Materials Lists for rated assemblie s, GA 6 00 -88 Fire Resistive Design Manual for fire rated assemblies and ANSI 97.1. PRODUCT DELIVERY, STORAGE, AND HANDLING Deliver gypsum board and accessories in the manufacturer's original unopened containers, bundles or rolls bearing the manufacturers name and brand designation. Store gypsum board inside or in a dry weathertight enclosure. Stack flat and off the floor. Stacking shall not exceed 24 sheets high. QUALITY ASSURANCE Applicator shall be a company specializing in gypsum board installations with a minimum of 3 years documented experience. Fire resistant type gypsum board shall bear the Underwriter's Laboratories Inc. UL) label. PROJECT CONDITIONS Maintain temperature between 55 and 70 degrees F for 24 hours before installation. Provide ventilation during and following adhesive and joint treatment application. Coordinate with Mechanical and Electrical trades. Do not close both faces of walls until mechanical and electrical installations have been approved and unsatisfactory conditions have been corrected. PART 2: PRODUCTS MATERIALS Gypsum board shall conform to the standards specified below: Fire Retardant Gypsum Board: 5/8" thick, Type X, with tapered edges, ASTM C36. United States Gypsum Co. or equal. Moisture Resistant Gypsum Board: 5/8" thick, Type X, with tapered edges, ASTM C630. Provide behind all rest room plumbing fixtures and kitchen sinks and exterior surfaces. Backing Board: 5/8" thick, Type X with square edges, ASTM C442. All other locations: 5/8" thick, Type 'X' with tapered edges. Screws Screws for attaching drywall to wood studs: 1 -3/8 ", type S, bugle head screws. Screws for attaching drywall to metal furring channels: 1 -1/2" or 1 -5/8 ", type s, bugle head screws. Drywall furring Channels: Rolled formed, 25 gage minimum Electro galvanized steel, hot section with wing flanges or as specified on drawings. Metal trim: electro galvanized steel edge trim and corner bead. Use metal corner bead for external corners and angles and unequal leg channel —type metal edge trim at junctions of gypsum board and walls of other materials. Taping and Finishing Materials: conform to ASTM C475. Joint compound shall be all purpose type. Wall Finish: Finish all walls smooth. PART 3: EXECUTION EXAMINATION Verify corners and framing are plumb, and solid and framing members are properly spaced. Edges and ends of board shall have solid bearing. Do not start work until deficiencies have been corrected. Start of work constitutes acceptance of surfaces. INSTALLATION OF GYPSUM BOARD Standards: Comply with "Recommended Specifications for the Application and Finishing of Gypsum Board ", GA -216, by the Gypsum Association and requirements for indicated fire — resistance ratings. Drywall Installation Apply drywall sheets first to ceiling, then to walls with long sides perpendicular to members. Stagger vertical joints on opposite sides of partitions. Do not place square ends against tapered edges. Attach gypsum board by starting from center of each panel and proceeding toward outer edges. Fasten gypsum board in place with screws. Double fasten 1/2" from edges at 7" maximum o.c. with second fastener within 2" of first. Apply metal trim at all external corners and at edges where gypsum board abutts other dissimilar materials and where no other trim is detailed. Sound Isolation Partitions Sound isolating partitions to have R -11 sound attenuation batts. Batts to be full stud width and extend full height of each stud space. Caulk electrical or other outlets in sound isolating partitions. Caulk entire perimeter of partitions and completely fill the void between the wallboard edges and adjacent surfaces at floor, walls and ceilings. FINISHING Taping and Joint Treatment All joint treatment and fastener finishing shall be in accordance with manufacturer recommendations Joints to be taped and cemented with standard 3 coat method to provide a smooth uniform surface for painting. All bedding cement to dry thoroughly between coats. Apply finish coat, feathering at all edges for monolithic appearance. Sand, leave ready for paint or other finish. Finish Surface Provide continuous smooth surface free of imperfections ready to receive paint. Tolerances: Gypsum board surfaces shall have a maximum variation of 1/8 inch in 10 feet when tested with a straight edge. REPAIR, CLEAN —UP AND PROTECTION Repair fastener pops by driving a new fastener approximately 1 -1/2 inches from the fastener pop and reset the popped fastener. When face paper is punctured, drive a new fastener approximately 1 -1/2 inches from the defective fastener. Fill damaged surfaces with compound. Remove from adjacent surfaces, oversproy, splatter, taping finish and texture compound. Remove tools, equipment, unused material, scrap and cuttings. Leave each room clean and prevent tracking of dust, joint and finishing compound. END OF SECTION SECTION 09300 TILE PART 1: GENERAL SUMMARY Provide labor, materials, equipment and services necessary for installation of ceramic tile, complete as indicated on drawings. CODES AND STANDARDS Uniform Building Code — Latest Edition The Council of America, Inc. (TCA) "Handbook for Ceramic Tile Installation ", Current Edition American National Standards Institute (ANSI) Standards, listed in this Section. QUALITY Qualifications of installers: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work of this Section. SUBMITTALS Submit three samples of each color, pattern and type of tile intended to be used. Obtain approval of job sample submittals before delivering any products to job site. PRODUCT HANDLING Deliver all products to job site in manufacturer's unopened containers with grade seals unbroken and labels intact. Keep tile cartons dry. JOB CONDITIONS Maintain temperature at 50 degrees F, minimum during tile work and for 7 days after completion. Vent temporary heaters to outside to avoid carbon dioxide damage to new tile work. EXTRA STOCK Supply extra 2 percent of each the used in clean marked cartons for Owner's emergency use. PART 2: PRODUCTS MATERIALS General: Furnish only Standard Grade tile meeting ANSI A137.1. Substitute equal manufacturers will be considered per substitution requirements of Section 01 General Conditions. Provide all materials shown on drawings and as required for a complete installation. SETTING MATERIALS Interior walls: Latex — portland cement mortar (ANSI A118.4). Materials shall comply with TCA Handbook installation method W243 -98. Interior restroom floors: Latex — portland cement mortar (ANSI A118.4). Materials shall comply with TCA Handbook installation method F111 -98. Interior public lobby floor: Latex — portland cement mortar (ANSI A118.1). Materials shall comply with TCA Handbook installation method F113 -98. In addition to TCA installation method, provide Laticrete Blue 92, Anti — Fracture membrane. GROUTING MATERIALS Walls: Latex — portland cement dry wall grout, polymer modified; color: as selected by Architect. Floors: As recommended by manufacturer and as approved by architect. Color: as selected by architect. PART 3: EXECUTION ACCEPTABILITY OF SURFACES Before tiling, be sure variations of surface to be tiled fall within the following maximum variations. Walls: 1/8 inch in 8 feet Floors: 1/8 inch in 10 feet Before tiling, be sure surfaces to be tiled are free from coating, curing membranes, oil, grease, wax and dust. 921NSTALLATION General: Installation shall be in accordance with manufacturer's installation instructions, Association recommendations, as indicated on drawings and as follows: Location: TCA Handbook Method: ANSI Walls— Interior W243 -98 A108.5 Floors — Interior F111 -98 A108.1A,.1B or AC Floors — Interior F113 -98 A108.1 Lay out tile work starting at center of rooms so that, no tile less than half tile occurs and major adjustments are made at walls. Align floor and wall grout lines. Layout shall be approved by Architect. Grout shall be mixed and applied in accordance with manufacturer's recommendation. Provide full grout into all joints and tool the joints before grout sets. Grout jwith tap ? ? ? ?oints: Grout joints shall be 1/4" thickness maximum for lobby area and 1/8" maximum elsewhere. Exterior application requires back — buttering of tile. EXPANSION JOINTS Expansion and Control Joints: Provide expansion and control joints in accordance with TCA Handbook Detail EJ171 -93. Submit plan showing location of joints for Architect's approval. Construct joints in accordance with TCA Handbook Detail EJ171 -93 Maximum spacing shall be 24' -0" in each direction). CLEANING AND CURING Clean off excess grout before final set and polish with clean, dry cloths. Use no acids or ab r as iv e soaps on file except as a pp roved by tile a nd g ro ut manufacturer. Tile with stains or discolorations that are not removable with clean water or tile cleaner shall be replaced. Protect finished tile work for 7 days with non— staining reinforced kraft paper. Keep traffic off floors for a minimum of 3 days during the curing period. Adequately protect all work from damage by subsequent construction operations. Damaged work shall be refinished or replaced at no additional cos t to Owner. GUARANTEE Furnish written guarantee defects of cracking and loose tile. Replace defective work appearing within two years. END OF SECTION SECTION 09650 RESILIENT FLOORING PART 1 — GENERAL DESCRIPTION: The Conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. SECTION INCLUDES: Vinyl composition tile, sheet vinyl flooring, wall base, edge trim, and other accessories. SUBMITTALS: Product Data: Submit Manufacturer's product data for each type of resilient wall base and accessory specified. Samples: Tile: Submit full size samples of each different color and pattern of vinyl composition tile. Sheet Vinyl: Submit on square foot samples of each different color and pattern of sheet vinyl flooring. Accessories: Submit 12 inch long samples of each different color and pattern of wall base, stair treads and risers, and edge trim. Manufacturer's Installation Procedures: Submit a current copy of the flooring manufacturer's recommended standard installation procedure for each type of flooring material. Manufacturer's Maintenance Instructions: Submit to the Owner, a current copy of the flooring manufacturer's printed recommendations for maintenance methods and products for each type of flooring material. Submittal procedures and quantities are specified in Section 01300. QUALITY ASSURANCE: Regulatory Requirements. The quantity of volatile organic compounds (VOC) used for flooring installation shall not exceed the limits permitted under the current regulations of the South Coast Air Quality Management District. Requirements for Physically Disabled: Provide resilient flooring meeting the slip resistant requirements of California Code of Regulations (CCR) Title 24 Part 2; and ADA Accessibility Guidelines for Buildings and Facilities, dated June 26, 1991, as amended April 5, 1993 and January 18, 1994. DELIVERY, STORAGE, AND HANDLING: Delivery. Deliver materials to the site in the manufacturers original unopened containers clearly labeled with manufacturer's name, brand designation and production run number. Storage and Handling: Store flooring materials in dry spaces protected from the weather with ambient temperatures maintained between 50 degrees F and 90 degrees F. Store on flat surfaces. Move flooring and installation accessories into spaces where they will be installed at least 48 hours before installation at a minimum temperature of 70 degrees F. PROJECT CONDITIONS: Maintain spaces in which flooring is to be installed between 70 degrees F and between 90 degrees F for at least 48 hours before, during and 48 hours after installation. After this period, maintain a temperature of not less than 55 degrees F. Close spaces to traffic while installing floor covering. Provide adequate ventilation to remove moisture and fumes from the area. EXTRA MATERIALS: Furnish and additional one percent of each different tile and sheet vinyl flooring; and 10 linear feet for each 500 linear feet for fraction thereof, in roll form of resilient wall base; furnished on the project , to the Owner for repair purposes. Include the cost of this material in the contract price. Select material from the some run number as the material installed. Identify materials as to location used. PART 2 — PRODUCTS MATERIALS: Surface Burning Characteristics: All flooring products shall comply with the following: Critical radiant flux shall be 0.45 or greater when tested in accordance with ASTM E 648. Smoke density shall be 450 or less when tested in accordance with ASTM E 662. Vinyl Composition Tile: ASTM F 1066 -95a, Composition 1, Class 2 (through pattern), 12" by 12" by 1/8* thick. Provide all tile in any one room from the some manufacturer's run. Colors and patterns as selected by the Architect from the manufacturer's standard colors. Acceptable products or equal: Armstrong World Industries,lnc., Excelon Imperial; Azrock Industries Inc., Premier. Filled Sheet Vinyl Flooring: ASTM F 1303, Type 11, Grade 1, Class A backing. Colors and patterns as selected by the Architect from the manufacturer's standard colors. Acceptable products or equal: Armstrong World Industries,Inc.,Clossic Corlon Series; Mannington Mills, Inc., Fields. Resilient Wall Base: Fed. Spec. SS— W -40A, Type I (Rubber) top set (cove) style, 4 inches high unless otherwise indicated by 1/8 inch thick. Colors as selected by the Architect form the manufacturer's standard colors and patterns. Provide premolded base unites at external and internal colors. Acceptable manufacturer's include, but are not limited to, the following: Burke Flooring Products; Roppe Corporation. Edging Strips: Molded vinyl, 1 -1/2 inch thick by 1/8 inch thick, tapered , meeting the requirements of Fed Spec. Ss —T -3126, Type II, colors as selected by the Architect from manufacturer's standard to match flooring. Adhesives and Primers: Products specified or recommended by the manufacturer of the particular resilient flooring furnished. Provide cutback type adhesives where required by manufacturer of flooring. Floor Patch and Leveling Compound: Products manufactured specifically for the purpose as recommended by the manufacturer of the particular resilient flooring furnished. Where floors require extensive leveling or repair necessitating several thicknesses of leveling compound. Acceptable products or equal: Industrial Products, Inc., Vi —Tex Leveling Compound; Armstrong Floor Div., Underloyment S -180. PART 3 — EXECUTION EXAMINATION: Before installing resilient flooring, wall base, or other accessories, examine substrates to ensure that they are dry, clean of paint spots, oil, grease, wax, bond— breaking or curing compounds, and other materials whose presence would interfere with bonding of adhesive. Subsurface shall also be fee from trowel marks, pits, dents, or other unusual roughness and sharp edges that would cause protrusions and bulges after resilient material is laid. Examination shall include bond moisture and alkali testing of concrete subfloors. Correct defective surfaces or conditions preventing proper execution of the work. Starting of work without such correction will be considered acceptance by the Contractor of the surface involved. SURFACE PREPARATION: Before application of resilient flooring, test floor slab using the calcium chloride crystal test. If slab has a moisture vapor emission in excess of 3.0 pounds per 1000 square feet in a 24 hour period, apply a moisture vapor dispersant to top of slab. Apply in accordance with manufacturer's directions. Fill minor joints, cracks, or depressions in concrete slabs and subfloors with floor patch. Where floors require extensive leveling or repair necessitating several thicknesses, use leveling compound. Allow 24 hours of drying time for leveling compound before applying resilient flooring. Do not begin installation until work of other trades in the area, including painting , has been completed. Apply concrete slab primer, if recommended by flooring manufacturer, before applying adhesive. Apply according to manufacturer's directions. INSTALLATION: Vinyl Composition Tile: Layout center lines in both directions of room. Adjust to make cut tile borders of equal width on opposite sides. Install tiles squares with room axis, unless otherwise indicated. Match tiles for color and pattern by selecting tiles from cartons in some sequence as manufactured and packaged, if so numbered. Cut tiles neatly around all fixtures. Discard broken, cracked, chipped, or deformed tiles. Lay the with all joints aligned and without contrasting borders. Lay the with grain running in the same direction. Extend tiles into toe spaces, door reveals, closets, and similar openings. Apply adhesive with a notched steel trowel to ensure an even bed of adhesive for the tile. Cross trowel to achieve an even thickness. Lay the when adhesive has set tacky, starting at the center of the room and working toward walls. Embed each the in adhesive with closely fitted, straight, hairline joints. Do not cut tile except at walls or obstructions. Neatly scribe around pipes, fixtures, and equipment to form tight joints free of gaps. Finished floors shall be smooth and free from buckles, cracks, breaks, waves, and projecting edges and shall fit neatly at pipes and other installations and obstructions. Remove all excess adhesive. Install edging strips wherever tile terminates at an opening or where there is an unprotected edge. Top of strips shall be flush with top of tile. Sheet Vinyl Flooring: Sheet vinyl flooring shall be installed by a representative of the manufacturer using installation method recommended by the flooring manufacturer for the type of flooring and the substrate conditions indicated. Lay sheet flooring to provide as few seems as possible. Match edges for color shading and pattern at seams. Adhere sheet flooring to substrates using method approved by flooring manufacturer. Produce completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, or other surface imperfections. Neatly scribe around pipes, fixtures, and equipment to form tight joints. Avoid cross seams. Heat Welded Seams: heat weld seams in vinyl sheet flooring with manufacturer's special routing tool and heat weld with vinyl thread in accordance with manufacturer's instructions. Neatly scribe around pipes, fixtures, and equipment to form tight joints free of gaps. Integral Vinyl Base: Install fillet strip to form perfect cove at base. Extend sheet vinyl up walls to height indicated. Trim top edge of base with metal binding strip. Install metal end stops where required. Extend sheet vinyl up toe space of cabinets in some manner specified for walls. Hand roll sheet vinyl flooring in both directions from center out to embed floor coverings in adhesive and eliminate trapped air. At walls, door casings, and other locations where access by roller is impractical, press floor coverings firmly in place with flat — bladed instrument. Cleaning, sealing and protection: Until floors are well seated, at least 72 hours, at a maintained temperature of not less than 70 degrees F, keep traffic to an absolute minimum, and under no conditions allow fixtures, equipment, trucks, or similar heavy traffic. After flooring has been installed for at least 72 hours, strip paraffin from face of rubber studded flooring. Cleaning and Sealing: Just before turning building over to the Owner, clean resilient flooring and base thoroughly in accordance with the manufacturer's recommendations. After cleaning, apply one coat of approved nonskid finish to vinyl composition tile floors and polish with a mechanical buffer. For the entire period between installation of resilient flooring and acceptance of the Work by the Owner, protect of floors form damage using methods recommended by the flooring manufacturer. END OF SECTION APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS 8 ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes stall :, valid. C O U =3 O L U tU CO 0) 00 C Q T O o- '0 0) p C LL. C0 N O CDE (n ='= CO U Ca Z C: 00) Co I 0 N 0) V W PC Q 69 C0 h:< 1 Z) Z X W9 0 04 CO Z V S BY Fq; GAB W CHECKED BY DATE GAB 4/7/05 r1 i JOB NO. 3 N DRAWING NUMBER sp OF DRAWINGS Z 0° J a O O Ym I I 1 W V) M U w U t!) w L LI Q Y Z 15 Uw U a- D 1 C Z Z O U W a- CL v7 F= 4 Li.l o o 0 0 M m m m O Z U gwZ 3via '' iyK W 3EDqZiE O XOF8 g5%0001 Eta i-oz WZOWg s9°o5 PS k-;. Q3 AizXHF_W t41 °pin7d' 6ir3SRR6 5X08!h - <' ffi a5 F? o'6 glop U6 r5 aJLOW F W tTS yppyyy OOp'Z g 410 6Z.. y OZ5Z Z p FUof < <-big 4< 05BROW 55mi' 55m,vmgz j w°'y°° -8°ao a3-r' NZ° o j VpU MX W, 38W UFzBa< EMU) 0b. FO m 1 W11, 26w, W Fi%1K41 1 C O U =3 O L U tU CO 0) 00 C Q T O o- '0 0) p C LL. C0 N O CDE (n ='= CO U Ca Z C: 00) Co I 0 N 0) V W PC Q 69 C0 h:< 1 Z) Z X W9 0 04 CO Z V S BY Fq; GAB 4/1/05 CHECKED BY DATE GAB 4/7/05 r1 i JOB NO. 3 0 -04 C O U =3 O L U tU CO 0) 00 C Q T O o- '0 0) p C LL. C0 N O CDE (n ='= CO U Ca Z C: 00) Co I 0 N 0) V W PC Q 69 C0 h:< 1 Z) Z X W9 0 04 CO Z V S BY DATE GAB 4/1/05 CHECKED BY DATE GAB 4/7/05 JOB NO. 3 0 -04 DRAWING NUMBER sp OF DRAWINGS SECTION 09900 PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, Special Conditions and Division 1. B. Section Includes: 1. Preparation and painting of surfaces scheduled for painting. C. Surfaces to be painted: 1. Exterior metal, wood, plaster and concrete, and concrete masonry where scheduled. 2. Back - priming of interior millwork prior to installation. 3. Visible interior of ductwork. 4. Interior wood, ferrous metals, plaster and gypsum board. 5. Exposed mechanical, plumbing and electrical items. 6. Non - ferrous metals, plated or factory finished items specifically noted to be painted, or when such items occur as accessories or appurtenances to units otherwise required to be painted. 7. Exterior mechanical equipment and mechanical items on roof or building exterior. 8. All surfaces within vision and within Contract Limits unless otherwise excluded on the Drawings. D. Surfaces not to be painted: 1. Anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials. 2. Finish hardware, except hardware with USP finish. 3. Flooring, plastic laminate and glass. 4. Electrical fixtures and receptacles. 5. Exterior masonry, unless noted otherwise. 6. Toilet compartments and toilet room accessories. 7. Factory - finished items. 8. Concealed or inaccessible surfaces. 9. Fire rating labels on doors and frames. 10. Surfaces noted not to be painted. 1.2 REFERENCES A. American Society for Testing and Materials. 1. ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products. 2. ASTM D2016 - Test Method for Moisture Content of Wood. B. South Coast Air Quality Management District. 1. SCAQMD - Rule 1113. C. Steel Structures Painting Council. 1. SSPC - SP1, 2 3 7 or 10. 1.3 DEFI "!ITlW., A. Comply with ASTM D16 for interpretation of terms used in this Section. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on all finishing products. 1. Submit complete list of proposed paint materials. 2. Identify materials by manufacturer's name, product name and number, including primers, thinners and coloring agents. 3. Describe each material as to contents, recommended usage, preparation and application methods. 4. Identify surfaces to receive various point materials. 5. Deviation from approved submittal not permitted. C. Samples: Submit three samples, approximately 8 -1 /2 by 11 inches in size illustrating selected colors, gloss and textures for each color selected. 1.5 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum ten years experience. B. Applicator: Company specializing in performing the work of this section with minimum five years experience. 1.6 REGULATORY REQUIREMENTS A. Comply with SCAQMD Rule 1113, for permitted volatile organic compounds maximums. 1.7 FIELD SAMPLES A. Provide field sample panels, in locations and on surfaces as approved by the Architect, illustrating coating color, gloss, texture, and finish. B. Number of sample panels shall be as determined by the Architect. C. When approved, accepted sample may remain as part of the Work. D. Do not proceed with coating application until sample panel has been approved. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site in sealed and labeled, unopened containers. Inspect to verify acceptability. B. Container label shall include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. D. Maintain materials not in actual use in tightly covered containers. Keep containers used in storage of point in a clean condition, free of foreign materials and residue. E. Protect from freezing where temperature conditions warrant. F. Keep storage area neat and orderly. Remove oily rags and waste daily. G. Take all precautions to ensure that workmen and work areas are adequately protected from fire and health hazards resulting from handling, mixing and application of paints. 1.9 ENVIRONMENTAL REQUIREMENTS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. Provide continuous ventilation or heating facilities to maintain surface and ambient temperatures within acceptable limits. B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity ranges required by the point product manufacturer. C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors and 50 degrees F for exterior, unless required otherwise by manufacturer's instructions. D. Minimum Application Temperature for Varnish and Solvent- Thinned Finishes: 65 degrees F for interior or exterior, unless required otherwise by manufacturer's instructions. E. Do not apply exterior paint during damp, foggy, or excessively hot, or windy weather conditions. F. Provide lighting level of 80 ft candles measured mid- height at substrate surface, or at sufficient intensity to enable clear evaluation of paint colors, glosses and textures. G. Painting may be continued during inclement weather if areas and surfaces to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. 1.10 EXTRA MATERIALS A. Provide an extra stock equaling 5 percent of each color, type and gloss of paint used in the Work, but not more than one gallon for each, for owner's use in maintenance operations. B. Label each container with color, type, texture and room locations, in addition to the manufacturer's label. C. Deliver to a location designated by the owner. 1.11 EXTENDED WARRANTY A. Provide warranty, signed by Contractor and applicator, against peeling, fading, cracking, blistering or crazing of any surface painted under this Section, for a period of two years from Date of Acceptance of Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Approved Manufacturers: 1. Frazee Paint and Wallcovering, Inc., City of Commerce CA. 2. Dunn - Edwards Corp., Los Angeles CA. 3. ICI Dulux Paints, Los Angeles CA. 4. Vista Paint Co., Fullerton CA. B. Equivalent products by the following manufacturers may be submitted for approval: 1. Sherwin - Williams, Cleveland OH. 2. Rust -Oleum Corp., Vernon Hills IL. 3. Benjamin-Moore and Co., Los Angeles CA 2.2 MATERIALS A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, good flow and brushing properties, capable of drying or curing free of streaks or sags. 1. Employ coats and undercoats for all types of finishes in accordance with the recommendations of the paint manufacturer. 2. Number of coats specified is the minimum number acceptable. If full coverage is not obtained with the specified number of coats, apply such additional coats as are necessary to produce the required finish, as approved by the Architect. 3. Wet and dry mil thicknesses of coatings shall comply with manufacturer's published minimums. B. All point materials including primers and other undercoat paints shall be produced by the some manufacturer. Use only thinners approved by paint manufacturer, and use only within recommended limits. C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality. D. Patching Materials: As recommended by the paint manufacturer and compatible with paint materials. 2.3 FINISHES A. Refer to schedule at end of section for surface finish schedule. B. Notwithstanding manufacturers' product numbers listed herein, Contractor shall verify most current product numbers and utilize the latest numbers as of the date of purchase of materials. 2.4 APPLICATION EQUIPMENT A. For application of the approved paint, use only such equipment as is recornrnended by the manufacturer. B. Compatibility: Prior to actual use of application equipment, use all means necessary to verify that the proposed equipment is compatible with the material to be applied and that the integrity of the finish will not be jeopardized by use of the proposed application equipment. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that substrate conditions are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Test shop applied primer for compatibility with subsequent cover materials. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Plaster and Gypsum Wallboard: 12 percent. 2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. 3. Interior Wood: 15 percent, measured in accordance with ASTM D2016. 4. Exterior Wood: 15 percent, measured in accordance with ASTM D2016. 3.2 PREPARATION A. Remove electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. B. Correct defects and clean surfaces which affect work of this section. Remove existing coatings that exhibit loose surface defects. C. Seal with shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri- sodium phosphate and bleach. Rinse with clean water and allow surface to dry. E. Aluminum Surfaces Scheduled for Paint Finish: Remove surface contamination by steam or high pressure water. Remove oxidation with acid etch and solvent washing. Apply etching primer immediately following cleaning. F. Insulated Coverings: Remove dirt, grease, and oil from canvas and cotton. G. Gypsum Board Surfaces: Fill minor defects with filler compound. Spot prime defects after repair. H. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. 1. Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri- sodium phosphate. Rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry. J. Plaster Surfaces: Fill hairline cracks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces. K. Uncoated Steel and Iron Surfaces: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand, power tool, wire brushing or sandblasting in accordance with SSPC standards. Clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. L. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch -up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Prime metal items including shop primed items. M. Interior Wood Items Scheduled to Receive Paint Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried. Sand between coats. N. Interior Wood Items Scheduled to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried. Sand lightly between coats. 0. Exterior Wood Scheduled to Receive Paint Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior caulking compound after prime coat has been applied. P. Exterior Wood Scheduled to Receive Transparent Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes with tinted exterior caulking compound after sealer has been applied. Q. Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer. 3.3 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. E. Sand wood and metal lightly between coats to achieve required finish. F. Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying next coat. G. Allow applied coat to dry before next coat is applied. H. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. I. Prime concealed surfaces of interior and exterior woodwork with primer paint. J. Prime concealed surfaces of interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits.ldew 3.4 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. Paint shop primed equipment a minimum of two finish coats to match adjoining wall or ceiling surfaces. 1. Apply prime coat to any unprimed surfaces. 2. Apply finish coats to interior surfaces of air grilles, ceiling diffusers, electric panels, telephone panels, access panels, conduit outlet and pull boxes, ducts and pipes. 3. Do not paint moving parts of operating units, mechanical and electrical parts such as valve and damper operators, linkages, sensing devices, motor and fan shafts. B. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. C. Prime and point insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, except where items are prefinished. D. Paint interior surfaces of air ducts, that are visible through grilles and louvers with one coat of flat black paint, to visible surfaces. Paint dampers exposed behind louvers, grilles, to match face panels. E. Paint exposed conduit and electrical equipment occurring in finished areas. F. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment. G. Color code equipment, piping, conduit, and exposed duct work in accordance with District's requirements or as indicated in Division 15 or 16. Color band and identify with flow arrows, names and numbering. H. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. I. Refer to Divisions 15 and 16 color coding requirements and identification banding of equipment, duct work, piping, and conduit. 3.5 PAINTING OVER EXISTING PAINTED SURFACES A. Notwithstanding the provisions of this Section, Contractor may utilize paint manufacturer's published pointing maintenance specifications where painting is required to be applied over existing pointed surfaces. B. Comply with manufacturer's recommendations for surface preparation, number of coats, type of coatings, millage thickness and application procedures. C. In general, but only if recommended by the manufacturer and approved by the Architect, specified three -coat applications may be reduced to two, providing satisfactory results can be achieved by such reduction, and when authorized by the Architect. D. Specified extended warranty provisions are fully applicable to painting maintenance measures. 3.6 CLEANING A. Clean work under provisions of Section 01710. B. Collect waste material which may constitute a fire hazard, place in closed metal containers and remove daily from site. C. Clean window glass and other paint- spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces. D. Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage by cleaning, g, re airin g or replacing, and repainting, as approved by the Architect. E. Provide "wet paint" signs as required to protect newly - painted finishes. Remove temporary protective wrappings provided by other trades for the protection of their work, after completion of painting operations. F. At completion of work of other trades, touch -up and restore all damaged or defaced surfaces. 3.7 SCHEDULE - EXTERIOR SURFACES Frazee DE 11.1 Dulux Vista GAB A. Wood O Q Flat - Acrylic y y Cn O 1. One coat 372 W708 2000 4100 2. Two coats 209 W701 2200 2000 B. Wood o O C N i Z Semi -Gloss Acrylic M m 1. One coat 372 W708 2000 4100 2. Two coats 128 W901 2406 8400 C. Wood S 0) O) Gloss - Acrylic N W 1. One coat 168- W708 2000 4100 2. Two coats 143 W960 3028 7700 D. Concrete LLi Q Flat - Acrylic U 1. One coat 266 W709 2000 4000 2. Two coats 209 W701 2200 2000 E. Concrete Block z 3 Flat - Acrylic 1. One coat 262 W305 3010 040 2. Two coats 209 W701 2200 2000 F. Cement Plaster Flat - Acrylic U5 1. One coat 266 W709 2000 4000 2. Two coats 209 W701 2200 2000 G. Ferrous Metal o Semi -Gloss - Acrylic 1. One coat 661 43 -5 4160 910 2. One coat 128 W901 2406 4100 3. One coat 128 W901 2406 8400 H. Ferrous Meta! Gloss - Acrylic C3 Z 1. One coat 661 43 -5 4160 910 2. One coat 143 W960 3028 4100 3. One coat 143 W960 3028 7700 1. Galvanized and Aluminum HaIRD E° a< Semi -Gloss - Acrylic gwa,, WaWZm- tai , -I 1. One coat JASCO GE123 88 t 2. One coat 661 QD43 -7 4160 999 3. One coat 128 W901 2406 8400 4. One coat 128 W901 2406 8400 J. Galvanized and Aluminum Gloss - Acrylic OO X4_XZ_P.i a,. Z 1. One coat JASCO GE123 88 WWyd O omm Nt1i- Nwz I.- a9Od g 2. One coat 661 QD43 -7 4160 999 3. One coat 143 W960 3028 7700 4. One coat 143 W960 3028 7700 3.8 SCHEDULE - INTERIOR SURFACES Frazee DE ICI Dulux Vista A. Wood Semi -Gloss - Acrylic 1. One coat 367 W707 1020 088 2. Two coats 128 W450 1407 8400 B. Wood Eggshell - Acrylic 1. One coat 367 W707 1020 088 2. Two coats 022 W440 1403 8000 C. Wood Gloss - Acrylic 1. One coat 367 W707 1020 088 2. Two coats 143 W960 3028 7700 D. Concrete, Gypsum Plaster, Masonry Flat - Acrylic 1. One coat 065 W709 3210 4000 2. Two coats 011 W401 1201 2000 E. Concrete, Gypsum Plaster, Masonry Eggshell - Acrylic 1. One coat 065 W709 3210 4000 2. Two coats 022 W440 1403 8000 F. Gypsum Board Eggshell - Acrylic 1. One coat 061 W101 1030 155 2. Two coats 022 W440 1403 8000 G. Gypsum Board Specialty Finish - Acrylic 1. One coat 061 W101 1030 155 2. Two coats "lluminations" by Zolotone H. Ferrous Metal Semi -Gloss - Acrylic 1. One coat 661 43 -5 4160 910 2. One coat 128 W450 1407 8400 3. One coat 128 W450 1407 8400 I. Ferrous Metal Gloss - Acrylic 1. One coat 661 43 -5 4160 910 2.tab One coat 143 W960 3028 7700 3. One coat 143 W960 3028 7700 J. Galvanized and Aluminum Semi -Gloss - Acrylic 1. One coat JASCO GE123 88 2. One coat 661 QD43 -7 4160 999 3. One coat 128 W450 1407 8400 4. One coat 128 W450 1407 8400 K. Galvanized and Aluminum Gloss - Acrylic 1. One coat JASCO GE123 88 2. One coat 661 QD43 -7 4160 999 3. One coat 143 W960 3028 7700 4. One coat 143 W960 3028 7700 L. Wood - Stain - Transparent Gloss - Lacquer 1. Stain 685 EV108 EZL Series C93000 2. One coat 762 LQ101 LS -550 LC 1371 3. Two coats 742 LQ103 LC -550 LC 1362 3.9 SPECIAL HIGH - PERFORMANCE COATINGS A. For application to exterior and interior hondroils, ornamental metal fences and gates, bollards, exterior exposed steel, including exterior steel door frames and doors both sides, roll -up sectional doors one side, exterior bent plate door jambs and aluminum surfaces. B. Minimum thickness shall be 2.5 mils DFT for prime coat, 4.0 mils DFT for finish coat. C. Steel surfaces shall be prepared by SSPC -SP3 power tool cleaning or SSPC -SP2 hand tool cleaning. Steel surfaces demonstrating severe exposure, as interpreted by the Architect, shall be given SSPC -SP6 commercial blast cleaning. Galvanized surfaces shall be treated with GalvaPrep. Aluminum surfaces shall be treated with AlumnaPrep. Ameron Tnemec DE ICI Devoe Dupont Unprimed or Shop Primed Ferrous - Gloss - Polyurethane 1. One coat Amercoat 385 50 -330 IP -714 235 2. One coat Amercoat 450HS 74 IP -630 379 Galvanized or Aluminum Gloss - Polyurethane 1. One coat Amercoat 385 P -66 IP -714 235 2. One coat Amercoat 450HS 74 IP -630 379 END OF SECTION SECTION 10522 FIRE EXTINGUISHERS AND CABINETS PART 1: GENERAL SUMMARY Provisions of this section shall include furnishing and installing fire extinguishers and cabinets as shown and noted on the drawings and specified. CODES AND STANDARDS California Building Code (CBC) - Latest Adopted Edition Uniform Fire Code (UFC) - Latest Adopted Edition National Fire Protection Association (NFPA) Underwriters Laboratories (UL) SUBMITTALS Product Data: Submit to Owner manufacturer's catalog data for extinguishers and extinguisher cabinets specified. Data shall provide descriptions of materials, finishes, anchoring devices and UL ratings of extinguishers. QUALITY ASSURANCE Comply with the requirements of the local Fire Department for types, sizes and locations of all fire extinguishers and cabinets. Meet with Fire Department representative on site to verify location of all fire protection systems. DELIVERY AND STORAGE Deliver extinguishers and cabinets to the site ready for installation in unopened containers, labeled with the manufacturer's name. Store cabinets and extinguisher in safe, dry locations and do not unpack until ready for installation. PART 2: GENERAL MATERIALS Fire Extinguishers (for cabinets): Multi- purpose dry chemical type, UL rated 2A -10BC. Approved products: JL Industries; Cosmic 5E, 4-1/4 inches diameter, 14 -1/2 inches high x 6 inches wide. Fire Extinguisher Cabinets: Cabinets shall be 20 gage cold rolled steel with factory prime finish, semi- recessed type for installation in a 6 -inch recess. Approved product: JL Industries; Ambassador Series - Model 1016 F10 with lock. Note: Cabinets in hangars shall be surface mounted. Doors: 1/2 inch thick fabricated of 20 gage cold rolled steel with manufacturers standard prime coat. Doors shall be contemporary style with double strength glass. Doors shall be equipped with full length steel piano hinge with stainless pin, satin finish pull handle and cylinder keyed lock. PART 3: EXECUTION INSTALLATION Install fire extinguisher cabinets where shown on drawings with screws or fasteners in accordance with manufacturer's mounting details and instructions. Install fire extinguisher cabinets at mounting heights indicated, or if not indicated, at heights to comply with applicable regulations of governing authorities. CLEANING AND ADJUSTMENT Cabinets shall be cleaned of all dust and debris and doors shall be adjusted to close and lock properly. Replace damaged cabinets, doors or extinguishers. END OF SECTION SECTION 10810 TOILET ACCESSORIES PART 1: GENERAL SUMMARY Provisions of this section include furnishing all materials and labor to install toilet room accessories as indicated on drawings and as specified. CODES AND STANDARDS California Building Code - Latest Adopted Edition California Code of Regulations (CCR) Title 24 American National Standards Institute (ANSI) American Society for testing and Materials (ASTM) SUBMITTALS Product Date: Submit to Architect manufacturer's literature and brochures, and catalog cuts, showing complete details of all manufactured and fabricated items Shop Drawings: Provide complete information, diagrams, templates, and installation instructions as required for the installation of all items so framing and formwork can be properly installed, and so that the work of other trades will not be delayed. REGULATORY REQUIREMENTS Toilet accessories shall be furnished and mounted in accordance with the accessibility requirements of California Code of Regulations, Title 24. DELIVER, STORAGE AND HANDLING Deliver toilet accessories to the site in unopened containers labeled with the manufacturer's name and model numbers as they occur on the submittals. Store accessories in their containers in a dry location. GUARANTEE Mirrors shall be guaranteed against silver spoilage for a period of 15 years from the date of Final Acceptance. PART 2: PRODUCTS MATERIALS Manufacturers: Model numbers are for washroom accessories manufactured by Bobrick Washroom Equipment, Inc. and are listed as a standard of quality. Stainless steel shall be 18 -8, type 302 or 304 with a No. 4 (Satin finish) 22 ga. minimum. Fasteners shall be of stainless steel except fully concealed fasteners may be galvanized steel FABRICATION Units shall be all welded construction fabricated of stainless steel not lighter than 22 gauge, unless otherwise specified. Units shall be fabricated with tight seams and joints, with welds ground smooth, and with all edges hemmed and deburred to eliminate sharp edges and corners. Locks for all accessories shall be keyed alike. TOILET ACCESSORIES Refer to Bobrick model numbers on restroom enlarged toilet room plans and interior elevation notes. PART 3: EXECUTION INSPECTION Before covering wall framing with gypsum board, inspect framing to ensure that backing plates and grab bar mounting kits have been installed behind surface mounted accessories in such positions as to receive all attachment screws. INSTALLATION Install grab bars using manufacturer's recommended mounting kits. Install accessories in accordance with the manufacturer's printed instructions except that surface mounted accessories other than grab bars shall be installed with molly or toggle bolts to studs or backing attached directly to studs. Secure toilet room accessories in accordance with the manufacturer's instructions for each item and each type of substrate construction. ET AC Provide all backing and bridging in wall as required. CLEANING Clean all accessories with approved cleaner after accessory has been mounted. Any accessory scratched or marred will be replaced. END OF SECTION APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Autr nzation is hereby granted to issue a budding permit pending approval by all applicable City agencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbecorstr' ed to permit or approve any violation of the a -p codes or ordinance. No permit presurned to give authority to violate or cancei the provisions of such codes shall be valid. In. J DATE GAB w t/1 O Q GAB y y Cn O CU J V) Q- lei C 9 O C15 o O C N i Z C M m U C15 U L9 O O J I U S 0) O) j N W y m 2 U cn w LLi Q Y U C-,) c a- a z 3 Z Z O U o_ Q of U5 Q H o CAD, m ao mm USC, C3 Z J Min HaIRD E° a< gwa,, WaWZm- tai , -Itowz3lii r 05 44 40 CL how Wo Z¢ 9Z y CZ9 < -O p.a60hy SW ,I' Ov Q Z o 05 N ` TTia d go a °• wFBPS N- 0592 00 ZZKZ o a, wWW glie izOq OO X4_XZ_P.i a,. Z WWyd O omm Nt1i- Nwz I.- a9Od g wwa 1 I 1 In. J DATE GAB J O Q GAB y y Cn O CU J O Q- lei In. J DATE GAB J O IN GAB O CU 00 Q OC Q C 9 O C15 o O C N i LL C O U C15 U L9uy co Z CU Q 0) O) j N 0) v I < co lj v co T U PJ Uz J DRAWN BY DATE GAB 4/1/05 CHECKED BY DATE GAB 4/7/05 JOB NO. DRAWING NUMBER SP -7 OF DRAWINGS ROUGHENED JOINT 3/4" CHAMFER TYP. W TIES 6 " END ~ O.C. HOOKS TYP. ALL SIDES OF PAD 1. CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT PADS ON STRUCTURAL FLOOR SEE 14/S102. 2. EQUIPEMENT ANCHORAGE EMBEDS ARE UNIQUE TO EACH PIECE OF EQUIPMENT, AND ARE NOT SHOWN IN DETAIL ABOVE 3. FOR MAJOR PIECES OF EQUIPMENT, SUCH AS EMERGENCY GENERATOR, BOILERS, CHILLERS, ETC., THESE DETAILS DO NOT APPLY. TYP. CONC. HOUSEKEEPING PAD APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Autharizalion is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. GENERAL o J C U 1, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CD U oo I OCr) O C Co Q1 CONDITIONS AND COORDINATE ALL DETAILS AND DIMENSIONS BEIUFORCING STEEL V p ca co SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED C 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, 1-- REQUIREMENTS ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND/OR CIVIL DRAWINGS. THE ARCHITECT OR ENGINEER SHALL W GRADE 60. REINFORCING TO BE WELDED SHALL BE ASTM A706, 1. ALL LUMBER SHALL BE DOUGLAS FIR, COAST REGION, GRADED 0 BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO STARTING GRADE 60• Z IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION WORK. BUREAU GRADING AND DRESSING RULES J17. 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING 2. WHERE A CONFLICT OCCURS BETWEEN THE SPECIFICATIONS, OF REINFORCING BARS. 2. ALL LUMBER SHALL BE OF THE FOLLOWING GRADES UNLESS NOTES ON THE DRAWINGS, GENERAL NOTES AND SPECIFIC 3. CONTINUOUS REINFORCING SHALL BE SPLICED WITH 48 BAR NOTED OTHERWISE: DETAILS, THE MORE RESTRICTIVE SHALL GOVERN, DIAMETERS MINIMUM. 1) 2x4 JOISTS & RAFTERS: #2 UNO 3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE 4. REINFORCING BARS SHALL NOT BE REBENT WITHOUT PRIOR 2) STUDS AND PLATES: #2CALIFORNIABUILDINGCODE, 2001 EDITION. WRITTEN APPROVAL OF STRUCTURAL ENGINEER, 4. DO NOT SCALE DRAWINGS, 5, REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED, 3) JOISTS AND RAFTERS: 24 TO 4x SHALL BE #2. U.N.O. 5. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SPLICES AT OTHER LOCATIONS SHALL BE APPROVED BY THE 4) BEAMS: 4x OR SMALLER SHALL BE #2. 6x OR SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE STRUCTURAL ENGINEER, LARGER MEMBERS SHALL 4E #1. RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR 6. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS 5) POSTS AND TIMBERS: #1 UNO. IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR SHALL BE STAGGERED 4' -0" MINIMUM UNLESS OTHERWISE NOTED. PROVIDE DOWELS IN FOOTINGS AND /OR GRADE BEAMS 6) BLOCKING: #2. TO THE APPLICATION OF ALL PERMANENT LATERAL BRACING, THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMNROOFANDFLOORDIAPHRAGMSANDFINISHMATERIALS. THE REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTIONCONTRACTORSHALLPROVIDETHENECESSARYBRACINGTOEQUALTOSTANDARDLAPSPLICEUNLESSOTHERWISENOTED. 3. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE INSURE STABILITY PRIOR TO THE APPLICATION OF THE PRESSURE TREATED DOUGLAS FIR IN ACCORDANCE WITH UBC AFOREMENTIONED MATERIALS, OBSERVATION VISITS TO THE 7. ALL REINFORCING, ANCHOR BOLTS AND OTHER INSERTS SHALL STANDARD NO. 25 -12. SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE THE INSPECTION OF THE ABOVE ITEMS. BE SECURED IN PLACE PRIOR TO PLACING CONCRETE OR 4. PRESSURE TREATED DOUGLAS FIR SHALL BEAR THE WCLIB GRADE GROUTING MASONRY. STAMP AND A.W.P.A. QUALITY MARK. CUTS AND HOLES SHALL BE 6. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT 8, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, RETREATED PER AWPA M -84. BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 9, MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS: 5. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS 1 -95 LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR PLYWOOD SHALL BE STRUCTURAL I UNLESS NOTED OTHERWISE. NO INDIVIDUAL PLYWOOD SHEET SHALL. BE LESS THAN 2' -O" IN NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR A. CONCRETE CAST AGAINST AND ITS LEAST DIMENSION, NOR LESS THAN EIGHT 8) SQUARE SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PERFORMANCE OF THIS WORK. PERMANENTLY EXPOSED TO EARTH 3 (EXCEPT S.O,G,) FEET IN AREA. FULL PLYWOOD SHEETS (4'x 8) SHALL BE USED WHEREVER POSSIBLE. 8. DIMENSIONS AND LOCATIONS OF ALL DOOR AND WINDOW B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: 6, NAILS SHALL BE COMMON WIRE UNLESS NOTED OTHERWISE. OPENINGS SHALL BE DICTATED BY THE ARCHITECTURAL DRAWINGS. FLOOR, WALL AND ROOF OPENINGS AS REQUIRED BY NO. 6 THROUGH NO. 18 BAR 2" 7. THE MINIMUM NAILING TO CONNECT WOOD MEMBERS SHALL BE AS OTHER TRADES SHALL BE VERIFIED FROM SHOP DRAWINGS, SPECIFIED IN TABLE OF THE UBC. EQUIPMENT DATA, ETC. NO. 5 BAR, W31 OR D31 WIRE AND SMALLER 1 1 2" 1/2- 8. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUIT, 9. ITEMS IDENTIFIED BY A TRADE NAME ARE INDICATIVE OF A UNLESS SPECIFICALLY NOTED OR DETAILED FOR SUCH LEVEL OF PERFORMANCE OR A GRADE OF MATERIAL. IN ALL OR EQUAL" SHALL C,CONCRETE NOT EXPOSED TO WEATHER ALTERATIONS ON STRUCTURAL DRAWINGS. SUCH CASES, THE PHRASE APPROVED APPLY. OR IN CONTACT WITH GROUND: 9. ROOF SHEATHING SHALL BE INSPECTED PRIOR TO PLACING 10. PIPES, CONDUIT, DUCTS, ETC., SHALL NOT BE EMBEDDED INSULATION AND ROOFING. INSIDE STRUCTURAL MEMBERS UNLESS SHOWN ON THE DRAWINGS SLAB, WALL, JOISTS: OR PERMITTED IN WRITING BY THE STRUCTURAL ENGINEER. NO. 14 AND NO, 18 BAR 1 1/2' 10. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. 11, DETAILS NOT SPECIALLY SHOWN SHALL IN GENERAL CONFORM WITH DETAILS OF SIMILAR CONSTRUCTION SHOWN ELSEWHERE ON PLANS. NO. 11 BAR AND SMALLER 3/4" 11. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND /OR NUT. 12. DESIGN LIVE LOADS: REDUCIBLE PER UBC BEAMS, COLUMNS: 12. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF ROOF LOAD: 2" TIES, STIRRUPS, SPIRALS 1 1/2" PLASTER, DRYWALL, PLYWOOD, ETC. LIVE LOAD = 20 PSF AT MAIN ROOF LIVE LOAD = 16 AT 5 :12 SLOP ROOF PSF 10. BARS WITH A CARBON EQUIVALENT ABOVE 0.75 SHALL NOT BE 13. PROVIDE 1x6 DIAGONAL LET -IN BRACING (AT APPROX. 45 WELDED. WELDING SHALL NOT BE DONE ON OR WITHIN TWO BAR DEGREE ANGLE) EVERY 25' -0" IN ALL WALLS WHICH ARE NOT 13. LATERAL DESIGN LOADS: DIAMETERS OF ANY PORTION OF A BAR THAT HAS BEEN BENT PLYWOOD SHEATHED. BRACE SHALL BE ONE PIECE AND RUN STATIC ANALYSIS: V= 2.5 Ca I W UBC 1630.2.1 COLD, CONTINUOUSLY FROM TOP PLATE TO SILL PLATE. R 14. ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY THE Ca =0.40, Na =1,0, Cv =0,62, Nv =i,1 SIMPSON CO., OR APPROVED EQUAL. SOIL PROFILE TYPE =Sc 15. ALL POST CONNECTIONS AT TOP AND BOTTOM SHALL BE SIMPSON 1 =1.0 Z =0.4 CB" UNLESS NOTED OR DETAILED OTHERWISE. R =5.5 WOOD SHEAR WALL SYSTEM 16. ALL SHEAR WALL HOLD DOWN CONNECTIONS SHALL BE R =4.5 ORDINARY MOMENT FRAME SYSTEM HDA TYPE BY SIMPSON CO. WIND: UBC SECTION 1615 EXPOSURE C 17. HOLDOWN ANCHORS SHOWN ON FOUNDATION PLANS SHALL BASIC WIND SPEED =70 MPH BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 14, THE FOUNDAION DESIGN IS BASED ON THE SOIL REPORT 18. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: PREPARED BY PACIFIC SOILD ENGINEERING, INC, PREFABRICATED WOOD TRUSSES CONNECTION COMMON NAILS 7715 CONVOY COURT, SAN DIEGO, CA 92111 JOB NO. 400923 MAY 22, 2003 1. PREFABRICATED FLOOR TRUSSES SHALL BE AS MANUFACTURED BY ALLOWABLE BEARING: 2500 PSF (ASSUMING A MINIMUM EMBEDMENT OF 12" TRUTRUS, SSI OR APPROVED EQUAL. JOIST TO SILL OR GIRDER, TOE NAIL 3 - 8d AND A MINIMUM WIDTH OF 12 "), 2, PREFABRICATED ROOF TRUSSES SHALL BE AS MANUFACTURED BY BRIDGING TO JOIST, TOE NAIL, EACH END 2 - 8d LATERAL BEARING: 250 PSF PER FOOT OF DEPTH TO A MAXIMUM OF 2500 PSF TRUTRUS, SSI OR APPROVED EQUAL, 1 X 6 SUB -FLOOR TO EACH JOIST, FACE NAIL 2 - 8d SLIDING COEFFICIENT: 0.35 1 X 8 SUB -FLOOR TO EACH JOIST, FACE NAIL 3 - 8d 3. TRUSS DESIGN SHALL CONSIDER DEAD AND LIVE LOADS, 2 X T & G FLOOR DECKING TO JOIST, BLIND & F.N. 2 - 16d MECHANICAL EQUIPMENT, CEILING SOFFITS, AND OTHER SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d ® 16" ox. CONCRETE SUPPORTED ELEMENTS AS MAY BE SHOWN ON NON - STRUCTURAL DRAWINGS INCLUDING PROPOSED TENANT IMPROVEMENT TOP PLATE TO STUD, END NAIL 2 - 16d 1. CEMENT SHALL CONFORM TO ASTM C150, TYPE V OR 11. DOCUMENTS AS AVAILABLE. WHERE APPLICABLE, A SNOW DRIFT DOUBLE STUD, FACE NAIL 16d 0 24" o.c. ANALYSIS SHALL BE PROVIDED, DOUBLE TOP PLATES, FACE NAIL 16d 0 16" o.c. 2. CONCRETE USES, TYPES, AND 28 DAY ULTIMATE COMPRESSIVE 4, TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 2 - 16d STRENGTHS ARE AS FOLLOWS: CALCULATIONS STAMPED AND SIGNED BY A CIVIL ENGINEER CONT. HEADER, 2 PIECES, FACE NAIL ALONG EDGES 16d 0 16" o.c. r USE TYPE 2 -DAY STRENGTH REGISTERED IN THE STATE OF CALIFORNIA FOR REVIEW AND ACCEPTANCE BY THE ARCHITECT, ENGINEER, AND BUILDING CEILING JOISTS TO PLATE, TOE NAIL 3 - 8d CONT. HEADER TO STUD, TOE NAIL 4 - 8d FQUNDATIONS,WALLS HARDROCK 31000 PSI DEPARTMENT PRIOR TO FABRICATION, TRUSSES SHALL HAVE TOP AND BOTTOM CHORD BRACING AND /OR BRIDGING PER THE CEILING JOISTS, LAPS OF PARTITIONS, FACE NAIL 3 - 16d SLAB ON GRADE HARDROCK 3,000 PSI MANUFACTURERS RECOMMENDATIONS AND AS MAY BE REQUIRED BY CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d THE RESULTS OF THE SHOP DRAWING REVIEW, RAFTER TO PLATE, TOE NAIL 3 - 8d OTHER HARDROCK 3,000 PSI 5, ALL MEMBERS FRAMING PERPENDICULAR TO TRUSSES MUST 1 X BRACE TO EACH STUD AND PLATE 2 - 8d INTERSECT AT TRUSS PANEL POINTS, 1 X 8 SHEATHING OR LESS TO EACH BEARING, F.N. 2 - 8d 3. HARDROCK AGGREGATE SHALL CONFORM TO ASTM C33. WIDER THAN 1 X 8 BOARD TO EACH BEARING, F.N. 3 - 8d LIGHT WEIGH CONCRETE AGGREGATE SHALL CONFORM TO ASTM C330. 6, REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL BUILT -UP CORNER STUDS 16d 0 24p o.c. 4. APPROXIMATE AIR DRY DENSITY FOR HARDROCK CONCRETE SHALL DRAWINGS FOR SIZE AND LOCATION OF APPURTENANCES, EQUIPMENT AND OPENINGS NOT SHOWN, BUILT -UP MEMBERS (2 MEMBERS) 20d ® 32 ox. D ENSIT Y FOR LIGHTWEIGHTBE145PCF. APPROXIMATE AIR DRY DENSITY T & B - STAGGEREDCONCRETESHALLNOTEXCEED110PCF, BUILT -UP MEMBERS (3 OR MORE MEMBERS) 1/2- THRU BOLTS 5. ALL CONCRETE OF COMPRESSIVE STRENGTH GREATER THAN 2500 24" ox. STAGGERED PSI SHALL HAVE CONTINUOUS INSPECTION BY A REGISTERED 2" PLANKING, FACE NAIL, AT EACH BEARING PT. 2 - 16d DEPUTY INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. STRUCTURAL STEEL 6. STRIPPING OF FORMS AND SHORING SHALL BE IN STRICT 1, STRUCTURAL STEEL SHALL CONFORM TO STANDARD ACCORDANCE WITH ACI 318, LATEST EDITION. SPECIFICATIONS FOR STRUCTURAL STEEL FOR BRIDGES AND BUILDINGS, STRUCTURAL STEEL SHALL CONFORM TO ASTM GLUED LAMINATED MEMBERS7. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR DESIGNATION AS NOTED BELOW (UNO): LOCATIONS OF ALL PIPES, CONDUITS, ETC. ALL WIDE FLANGE SHAPES A992 1. ALL GLUED LAMINATED MEMBERS SHALL BE DOUGLAS FIR, COAST 8. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK -BOLT 11 ALL OTHER MISC. SHAPES A992 OR A572 GR 50 REGION, MEETING THE STRUCTURAL REQUIREMENTS OF THE EXPANSION ANCHORS (ICBO #4627). ALL PLATES A992 OR A572 GR 50 ANSI /AITC A190.1 -1992 AND SHALL BEAR AN AITC CERTIFICATION, 9. CONCRETE SLEEVE ANCHORS SHALL BE HILTI DROP -IN ANCHORS ICBO #2895), 2, FABRICATION AND ERECTION SHALL COMPLY WITH THE LATEST 2. USE 2400F, COMBINATION V4 FOR SIMPLE SPANS AND AISC SPECIFICATIONS, AND BE DONE IN A CERTIFIED SHOP APPROVED COMBINATION V8 FOR CANTILEVER MEMBERS. 10. SLAB ON GRADE SHALL BE 4" THICK W/ #3 24" O.C. EA. WAY BY THE UNIVERSITY AND SAN BERNERDINO CITY BUILDING AND SAFETY , IN CENTER UNO. 3, ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO ASTM A325 -SC 3. USE WET USE ADHESIVE IN ACCORDANCE WITH ASTM D2559. WITH THREADS EXCLUDED FROM SHEAR PLANES UNLESS 4. THE CONTRACTOR /SUPPLIER SHALL: OTHERWISE NOTED, STRUCTURAL STEEL 4, PIPE COLUMNS AND BRACES SHALL CONFORM TO ASTM A53, GRADE B, A. PROVIDE SHOP DRAWINGS FOR THE ENGINEERS REVIEW TYPE E OR S. PRIOR TO FABRICATION 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD 5. ALL TUBE STEEL SHALL CONFORM TO ASTM A500, SPECIFICATIONS FOR STRUCTURAL STEEL FOR BRIDGES AND GRADE B. B. PROVIDE COPIES OF THE AITC CERTIFICATE OF BUILDINGS. INSPECTION TO THE ENGINEER AND THE BUILDING 6, WELDING SHALL BE BY THE ELECTRIC SHIELDED METAL ARC PROCESS DEPARTMENT. 2. FABRICATION AND ERECTION SHALL COMPLY WITH THE LATEST PERFORMED BY A CERTIFIED WELDER APPROVED BY THE UNIVERSITY. AISC SPECIFICATIONS. C. KEEP MEMBERS BRACED AND PROTECTED FROM THE 7, ALL FIELD WELDING AND HIGH STRENGTH BOLTING SHALL HAVE ELEMENTS, ALL APPLIED LOADS, AND DAMAGE TO THE 3. SHAPES AND PLATES SHALL CONFORM TO ASTM A36 UNO. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY SURFACES, INSPECTOR APPROVED BY THE UNIVERSITY. 4. PIPE COLUMNS SHALL CONFORM TO ASTM A53, GRADE B, TYPE 8 , WELDING SHALL CONFORM TO AWS D1.i. USE E70XX 5. LAMINATIONS SHALL BE 1 1/2" THICK UNLESS NOTED OTHERWISE, REQUIRED CAMBER IS AS NOTED ON THE DRAWINGS. WHERE NOEORS. ELECTRODES. CAMBER IS NOTED, NONE IS REQUIRED. 5. ALL TUBE STEEL SHALL CONFORM TO ASTM A501 OR A500, 9. COMPLETE JOINT PENETRATION GROOVE WELDS AND ALL WELDS GRADE B. IN THE BRACED FRAME MEMBERS AND CONNECTIONS SHALL HAVE A FILLER METAL WITH A NOTCH TOUGHNESS OF 20 ft- Ibs STRUCTURAL OBSERVATIONS 6. WELDING SHALL BE BY THE ELECTRIC SHIELDED ARC PROCESS MINIMUM AT -20 DEGREES FAHRENHEIT, L PERFORMED BY A CERTIFIED WELDER. 1. STRUCTURAL OBSERVATIONS BY THE ENGINEER /ARCHITECT SHALL 10. ALL GROOVE WELDS SHALL BE FULL PENETRATION UNLESS NOTED BE PERFORMED FOR THE FOLLOWING : FOUNDATIONS, ORDINARY MOMENT FRAME, 7. ALL FIELD WELDING SHALL HAVE CONTINUOUS INSPECTION BY A OTHERWISE, SHEAR WALLS, WOOD FRAMING AND SLAB DIAPHRAGM (SEISMIC REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING COLLECTORS AND DOWELS) DEPARTMENT. 11, AUTOMATIC END WELDED STUDS SHALL BE NELSON GRANULAR 8. WELDING SHALL CONFORM TO AWS D1,1, USE E70XX FLUX- FILLED SHEAR CONNECTORS OR ANCHORED STUDS. ICBO #2614) SPECIAL INSPECTION ELECTRODES. 9. ALL GROOVE WELDS SHALL BE FULL PENETRATION UNLESS NOTED 12. STEEL COLUMN SECTIONS, AND PLATES THICKER THAN 1 1 / 2" INCHES SPECIAL INSPECTION BY A DEPUDY REGISTERED INSPECTOR APPROVED BY DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: THE BUILDING OTHERWISE. SHALL BE FINE GRAIN KILLED STEEL (LE., FULLY KILLED FINE GRAIN PLACEMENT OF CONCRETE WITH Fc' OF 2500 PSI OR GREATER PRACTICE HAVING A GRAIN SIZES NUMBER 4 THROUGH 7 AS DETERMINED CONCRETE MASONRY WALLS. 10. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL BY ASTM E- 112). FIELD WELDING. NON- DESTRUCTIVE TESTING AT ORDINARY STEEL MOMENT FRAME. SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 13. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL HIGH STRENGTH BOLT A325 -SLIP CRTICAL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. STRUCTURAL GENERAL NOTES, ROUGHENED JOINT 3/4" CHAMFER TYP. W TIES 6 " END ~ O.C. HOOKS TYP. ALL SIDES OF PAD 1. CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT PADS ON STRUCTURAL FLOOR SEE 14/S102. 2. EQUIPEMENT ANCHORAGE EMBEDS ARE UNIQUE TO EACH PIECE OF EQUIPMENT, AND ARE NOT SHOWN IN DETAIL ABOVE 3. FOR MAJOR PIECES OF EQUIPMENT, SUCH AS EMERGENCY GENERATOR, BOILERS, CHILLERS, ETC., THESE DETAILS DO NOT APPLY. TYP. CONC. HOUSEKEEPING PAD APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Autharizalion is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. EW/ 4 y' NtIN NL 3`1511 EV6 112AI/05 471. UCt+' o J C U 0co 1 0 00 CD U oo I OCr) O C Co Q1 O Aa U " IL V p ca Mo co W V- u? co CL` C CDco 1-- W 0 EW/ 4 y' NtIN NL 3`1511 EV6 112AI/05 471. UCt+' DRAWN BY (DATE fl OF DRAWINGS W W C.D CL` 1-- W 0 Cif Z DRAWN BY (DATE fl OF DRAWINGS MIN z Q w W14x34 7C TYP. 2-#7 EA. FACE SD4 TS5x5x 1/2 HDR LINTEL & JAXB SEE 12D /SD x. 5016 "(H) CN Y Y #5016 "(H) oo 04 41 r 8" CMU WAIL ELAVATION W/ OPENING 1/ 4 1r = 1; - 0st EDGE OF SLAB SEE 12A /SD1 FOR DETAILS TYP. -- 1/2" PLYWOOD SHTG. ABOVE DOOR TOP. OF FTG. EL. =- (1' -O ") TYP. TOP, OF FTG, EL.=- (2' -0 ") TYP. TOP. OF FTG. - EL.=-(3'-6") TYP. 8" CMU WALL W/ #5 016" (V) 5016" (H) TYP. .. WALL FTG. BEYOND H L SEE PLAN W21 x50 W14x22 TSS DR TYP. UNO C) C14 X ca i ORDINARY STEEL MOMENT FRAME ELEVATION 4 E 12" CMU W/ #508 "(V) E.F.---- `. I _ #5024 "(H) E.F, W/ 8'-- O "x2' -o" FTC TOP. OF FTG. BOTT. OF FTG. EL.=-(3'-6") TYP. EL.=-(2'-O') TYP. FIRST FLOOR AND FOUNDATION PLAN 2 1/2"+ 5/ 8 " =3 1/8~ W11N ROOF TOP OF SFITG, EL= +14' -6" 3x TOP t ONER W14 BEAM OF SPREAD FTG. tL.=- (1 -U_) TYP. STEP FTG. AS FOUNDATION NOTESREQ'D SEE 1 /SD1 AT TRENCH 1. REFER TO DETAIL SHEETS FOR TYPICAL. DETAILS 2. FOR PIPE THRU FOOTING DETAIL SEE DETAIL r 0 24016" WALL 1/ 2" PLYWOOD SHTG. ABOVE DOOR PAD FOOTING & WALL FOOTING SCHEDULE 3. SEE ARCHITECTURAL, MECHANICAL AND PLUMBING THICKNESS REINFORCEMENT DRAWINGS FOR DEPRESSIONS, CURBS, DRAINS, ETC. 3 -6" - 12" IN FLOOR SLAB. 8A /SD4 4. FA ® INDICATES FOOTING TYPE. SEE FOOTING SCHEDULE 4 012" O.C. EA. WAY (T &B) FC 4 /SD4 FOR DETAILS, SEE SOIL REPORT FOR FOOTING 12" 4 012" Q.C. EA. WAY (B) RECOMMENDATIONS 24" WIDE CONT. 5. FLOOR SLAB JOINTS PER 3 & 4 /SD1 TYP. 6. PRIOR TO CONTRACTOR REQUESTING A BUILDING FOUNDATION 2 #4 (TOP & BOTT) CONT. N 8,9, /SD4 INSPECTION THE SOILS ENGINEER SHALL ADVISE THE BUILDING 12" 2 #4 (TOP & BOTT) CONT. OFFICIAL IN WRITING THAT: 4 24" THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. 8" CMU WALL W/15016" (V) 5016" (H) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND THE FOUNDATION EXCAVATIONS, FORMING AND REINFORCEMENT COMPLY WITH THE SOILS REPORT AND PLAN. 0 24016" WALL 1/ 2" PLYWOOD SHTG. ABOVE DOOR PAD FOOTING & WALL FOOTING SCHEDULE MARK /DETAILS SIZE: WIDTH THICKNESS REINFORCEMENT FA 4 /SD4 3 -6" - 12" 4 012" O.C. EA. WAY (B) 8A /SD4 4' -0" SQ 12 4 012" O.C. EA. WAY (T &B) FC 4 /SD4 2 -6" SQ 12" 4 012" Q.C. EA. WAY (B) B 12A /SD4 24" WIDE CONT. 24" TIES P BOTT) CONT. w112' 8,9,10/SD1 24" WIDE: CONT. 24" 2 #4 (TOP & BOTT) CONT. N 8,9, /SD4 24" WIDE CONT. 12" 2 #4 (TOP & BOTT) CONT. 10 /SD4 8' -O "WIDE CONT, 24" 4016" TOP TRANSV.) P5016 BOTT. TRANSV) 4016 T & B LONGIT.) 7. T/ \`""' INDICATES HOLDOWNS WHICH SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. SEE 11 /SD2 8. UNLESS NOTED OTHERWISE ALL EXT. WALLS SHALL HAVE PLYWOOD IN ACCORDANCE WITH SHEAR WALL 1 9. c G' INDICATES LOCATION, TYPE AND LENGTH OF SHEAR WALL SEE 3,4 & 10 /SD2 FOR DETAILS 10. INDICATES 2x6 016 "OC. TYP. AT BEARING OR SHEAR WALLS. USE 2x4 016" AT INTERIOR NON- BEARING WALLS. SEE 5 /SD2 11. INDICATES 8" CMU WALL W/ #5 016" OC. (V) #5 024 0( H) TYP UNO. DRAWN BY I DATE mn Fr b '2 OF DRAWINGS a t w H f w DRAWN BY I DATE mn Fr b '2 OF DRAWINGS 4. c O Q I st• V) 00 4 5 /8" RF. PLYWD SHTG, 31 STRUCT. I W /10d 06" EN, 12 "0 FN. TYP. SEE 2 /SD2 TYP. AT MANSARD ROOF 1 I MOW' W' WALL BELOW TYR ROOF FRAMING NOTESISD31. ALL ROOF TRUSSES SHALL BEAR ON TOP Iil AND ALIGN WITH 2x WALL STUD BELOW INSTALL ADDITIONAL 2xSTUDS TO ALIGN WITH TRUSSES IF REQUIRED. TYP' ( 2. c INDICATES 24+16" FOR SHEAR WALL OR BEARING WALL BELOW. 1A I 1A 3. INDICATES 46 POST TYP. U.N.O. ADD 4x6POST UNDER TRUSS GIRDERS AS REQUIRED. Sp4 ( 5D4 4. FOR ROOF CEILING MECHANICAL UNIT LOCATIONS SEE TYP. TYP' ARCHITECTURAL & MECHANICAL DRAWINGS. 2x ROOF TRUSS X24" (}.C. 5. " ' &a-- INDICATES HEADER BELOW FOR DOOR /WINDOW. SEE 3 /SD2 FOR DETAILS THIGH ROOF FOR HEADER SIZE AT NON- BEARING WALL, SEE SCHEDULE IN 3 /SD2 6. INDICATES LOCATION OF METAL STRAP HOLD DOWN FOR PLYWOOD SHEAR M I WALL. SEE 1 &2 /SD3 FOR DETAILS 7. FX_ INDICATES FLOOR/ ROOF PLYWOOD DIAPHRAGM SEE 2 /SD2 FOR DETAILS 5/ 8" RF PLYWD SHTG (] I 8. ;,4 °X*s -H" INDICATES DEPTH AND SPACING FOR OPEN WEB TRUSS LAMINATED W /3 /g» STRUCT. I W /1 0d 06" EN, I TRUSS 024 R -CHORD AT TOP. 12 "0 FN. TYP, SEE 2 /SD2 I 9. H ON INDICATES ORDINARY STEEL MOMENT FRAME. FOR DETAILS SEE 11 /SD3I ( I 10. FOR TOP It SPLICE DETAILS SEE 9B /SD2 TYP. UNO 11. LOW ROOF OPEN WEB TRUSSES SHALL BE DESIGNED BY »SSI" FOR DL= 20PSF, LL =20PSF HIGH ROOF 2x4 TRUSSES SHALL BE DESIGNED FOR DL= I6PSF, LL =I6PSF PLUS WIND, CONCENTRATED LOADS, DRAG LOADS, EQUIPMENT WEIGHT, ETC. CONTRACTOR SHALL HAVE CITY APPROVED TRUSS PLANS ON THE JOB PRIOR TO FOUNDATION INSPECTION 12. TRUSS DESIGN DRAWINGS SEALED AND WET- SIGNED BY A REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. THE FOR WILL THEN PLACE A SOP DAWING APPROVAL STAMP AND SIGNATURE(I.E. PRINTED NAME, HIGH ROOF FRAMING FLAN SIGNATURE AND REGISTRATION NUMBER) ON ALL ASSOCIATED LAYOUT SHEETS AND SUBMIT SCALE, /4"= TO THE BUILDING DEPARTMENT FOR RECORD PURPOSE PRIOR TO THE ROOF FRAMING INSPECTION. 16' -0" I 16' -0» 5/ " RF, PLYWD SHTG. 5 » » 03x4 (FIAT) BLKG. TYP. EE 2 /SD2 / _ RF. PLYWD SHTG. [ 5/ g RF. PLYWD SHTG. W' 3M (FLAT) BLKG. TYP, SEE 2 /SD2 W /3x4 (FLAT) BLKG. TYP. SEEFORDETAILSFORDETAILSTYP. TYP. FOR DETAILS SIM 7A 7A 7A 7A SD4 TYP. ` `` 'b SD4 SD4 SD4 I e 7 6x12 MDR I o 2 SD3 TYP. 1 TYP. SD3 1 TYP, z N 00 1 00 NR taea o C) N Q 0 CL 2 —ST29 W14x34 BEAM 4 TS5x5x l/ HDR BELOW6SD3SEE7C /D4 TYP, TYP. 2x6 016" MANSARD WALL ABOVE MAIN ROOF 2 6 024" R.R,TYP \1 QP ANSARD ROOF W14x22 BEAM ! W14x22 BEAM 4 1 m TYP. i o I0Iu7 m cn X r x w 7C /D4 TYP. I I N ST6224 I 12 SD; 016" P IVE MAIN SHEAR T.O.W, EL.= +22' —O" 8" CMU WALL BELOW Q k O U O 00 h- rta R 2 —ST22 r 5A SD 2 TYP. im W 11 2 TYP. I cam 3 o O Q ON 0 58 5B N IX SD3 5/ 8" RF. PLYWD SHTG. ® SD3 z TYP. STRUCT. I W/ 10d 04" EN, TYP. R 0 12"0 FN, TYP. SEE 2 SD2 0 oIBLKG. TYP, AT MAIN ROOF IX 00x x "' TRUSS a< ` V TRUSS t TR SS HSTS LID V. f 2 -HST2 I 4x8 BLKG W ST6226 EA. TRUSS -- l W1 4x22 BEAM - TS5x5x l/ HDR BELOW SEE 7C/ D4 TYP. W21 x60 W14x22 BEAM ! W14x22 BEAM 4 SD4 m TYP. i o CU TS5x5x l/ HDR BELOW i SEE TS5x5x l/ HDR BELOW m cn X r SD3 7C /D4 TYP. SEE 7C /ISD4 TYP. o SD3 0 TYP, a(Tyi J TYP. 0 2 SD4 Q T YP. Co x 2x6 016" MANSARD WALL ABOVE MAIN ROOF 5B NSi SD3 2x6016" WALL ABOVE TYP. W/ SHEAR WALL 2TYP. HST2 5A SD39BSIMTYP. SD3 C14 x Cox I 3 I cam 3 o O Q ON 0 58 5B N IX SD3 5/ 8" RF. PLYWD SHTG. ® SD3 z TYP. STRUCT. I W/ 10d 04" EN, TYP. R 0 12"0 FN, TYP. SEE 2 SD2 0 oIBLKG. TYP, AT MAIN ROOF IX 00x x "' TRUSS a< ` V TRUSS t TR SS HSTS LID V. f 2 -HST2 I 4x8 BLKG W ST6226 EA. TRUSS -- l W1 4x22 BEAM - TS5x5x l/ HDR BELOW SEE 7C/ D4 TYP. QO SD3 TYP. z 0> x0 N I 9A k ks, SD3 TYP. o ,. 2x6 024" R.R. MANSARD ROO Cn I Ic IM 3 I s ( I SD3 f I lit 0 » I ( I I l I I I 1 —0 ' -0' ` 1'._ # 2' ®0 1 V. 0" I I I 1 II ( I 2 -HST2 1 ( I I x0Ito o I 24016 » PARAPET WALLII V ABOVE MAIN ROOF TYP. L:Idj w `t I I I ( I ca I I I W/ SHEAR WA00 LLA TYP. 00 P a' T.O.W. EL. - +18 , -6 ` 3 l I I 8" CMU WALL BELOW I 17 1 SDI I 17 1-7 1 I SD3 I I 1-1" I 0 EL.= +18' -6" 12" CMU WALL BELOW oft I 0 R 3: Co F W O 0" H QA L 0 NI T.O.W. EL.= +22' -0" 8" CMU WALL BELOW FAIN ROOF FRAMING PLAN SCALE: 11q, " =1' -0» a N s 2 TYP. 12 a U O 0 I i- V) 00 x It APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These Mans have been reviewed for adherence to theapplicaolecodesandordinance. Ar,tnel,1ation isherebyg,ar'ed to issue a budding permit pendingapprovalbya1iapplicableCityagencies. The issuance or granting of a permit based onapprovalOftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchCodesshallbetalld. 1 A o SD4 m TYP. i o CU CU m cn X r iR Iii CU Z cx N V) QO SD3 TYP. z 0> x0 N I 9A k ks, SD3 TYP. o ,. 2x6 024" R.R. MANSARD ROO Cn I Ic IM 3 I s ( I SD3 f I lit 0 » I ( I I l I I I 1 —0 ' -0' ` 1'._ # 2' ®0 1 V. 0" I I I 1 II ( I 2 -HST2 1 ( I I x0Ito o I 24016 » PARAPET WALLII V ABOVE MAIN ROOF TYP. L:Idj w `t I I I ( I ca I I I W/ SHEAR WA00 LLA TYP. 00 P a' T.O.W. EL. - +18 , -6 ` 3 l I I 8" CMU WALL BELOW I 17 1 SDI I 17 1-7 1 I SD3 I I 1-1" I 0 EL.= +18' -6" 12" CMU WALL BELOW oftI 0 R 3: Co F W O 0" H QA L 0 NI T.O.W. EL.= +22' -0" 8" CMU WALL BELOW FAIN ROOF FRAMING PLAN SCALE: 11q, " =1' -0» a N s 2 TYP. 12 a U O 0 I i- V) 00 x It APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These Mans have been reviewed for adherence to theapplicaolecodesandordinance. Ar,tnel,1ation isherebyg,ar'ed to issue a budding permit pendingapprovalbya1iapplicableCityagencies. The issuance or granting of a permit based onapprovalOftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchCodesshallbetalld. lI i i M, JOB NO. DRAWING NUMBER a ^3 OF DRAWINGS CM f Q CU CU iR CU Z CZ lI i i M, JOB NO. DRAWING NUMBER a ^3 OF DRAWINGS SHEAR PANEL PER PLAN 2x STUDS PIPE TRENCH SHALL WHERE OCCURS) BE LOCATED SO SILL PLATE PER THAT FOOTING WILL SHEAR WALL CONCRETE SLAB NO PIPES NOT BE UNDERMINED. SCHEDULE E.N. PER PLAN KEYED KOLD CONST. SAWCUT WITHIN SHALL PASS z JOINT (W.J. BURKE 24 HOURS OF THRU FTG. „ ' & CO.) POURING PAD. U.N.O. ' 1 1/2„ , I 2 -6 MIN, TYP. X SBACKFILL 1— 1= I I PER SPECS Z!1 ill iii T T T I= I r7- POUR JT 1 I f 1= c #4018" OC. TYP. i fTiT T Pi irr ,-- r_ 11 i i r t i i i i 4 ®18" 0C. 3" CLR. v, 2X CCD I — MWT 4 NOSING BARS TYP. I W /END HOOD KEBABS (T &B 1 —r -- c ° wNOEXCAVATION -- ADDITIONAL r _ SEE SCHED. '' - FS 'U • FOR SUB -BASE UNDER SLAB ° IL ALLOWED BELOW 1 0 dSEEGEOTECHNICALREPORT THIS LINE 6, s Ill.. 1 I I =1 I - SHEAR PANEL WIDTH SEE ' I I— PER PLAN SCHED. UA SILL PLATE PER 2x STUDS MIN. FOOTINGS SHALL PLACE CONIC. FILL AROUND BE STEPPED SO SLEEVES BEFORE 11= I I —I SHEAR WALL LE ES BE OR POURING N X I(I ( =1 I- SCHEDULE 2 (WHERE OCCURS) Q III -IIMETALSLEEVETHATCONIC. FILL FOOTING PADS. EXN, PIPE DIA + 2" DO NOT EXCEED CONIC. CURB W/1 -4 3' -0 ". CONSTRUCTION JOINT CONTRACTION JOINT 418" OC, CONT, SEE ARCH., a ELEVATION SECTION ( CONTRACTOR OPTION) (CONTRACTOR OPTION) W /END HOOK --- - ARE THE SAME AS SHOWN 2 x S TYP, 2 x S TYP, ON FOOTING SECTION Ir11111111 COORDINATE WITH ELECTRICAL. MECHANICAL FOOTING REINFORCEMENT I1 , & ALL OTHER EFFECTED TRADES. LOCATE TO ENCLOSE APPROX. SQUARE NOTE: S = 1' -6" MAX. TYP. L'! '" AREAS OF A MAX. 400 S.E. AND SUBMITT , 3 "CLR, ( 1 LAYOUT FOR APPROVAL INDICATE LOCATION OF STEPPED FOOTING SHOWN ON PLAN REBARS (T &B) SEE SCHED. WIDTH SEE 9B SCHED, EXTERIOR WALL FOOTING DETAIL PIPES-PERP. TYP• STEPPED FOOTINGCONDDITSTOFTG. TYP. JOINTS IN S.O.G. FACE OF WALL OR EMBEDMENT LENGTH CONCRETE 10' -0" o 2 a 2x4 STUDS 0 16" O.C. ti 6 12135HOOK90* HOO PLYWOOD PER SHEAR GROUND LINE WALL SCHEDULE q 3x SILL W/ BOLTS PER SHEAR WALL SCHEDULE E.N. .. . I I BAR SIZE D 3 1 1/2" 4 2" 5 2 1/2" PROVIDE 1 Odb EXTENSIONS IN LIEU OF 6d b AT ALL FRAME COLUMNS, GIRDERS, SHEAR WALLS AND SHEAR WALL BOUNDARY MEMBERS. ANCH R BOLT OR STANDARD NUT & WASHER r ' I TYPICAL COLUMNCONIC. SLAB PER PLAN STANDARD HEADED _ . 1 2 1 , TRENCH EXCAVATION TIES & STIRRUPS HOOKS ONLY 14018 OC, BOLT SEE 10 /SD2 FOR PLATE . - 71 BAR OFFSET WEND HOOK WASHER SIZE @ WOOD SILL, , 4db MIN " PLATE , HOLD DOWN OR OR 2 1/2,' WOOD LEDGER ' -0 120 J *— 90' DENSITY COMPACTED 2 04 C) FILL INUNDATED SAND rrr I.rrrl I ° r 'r•rr A TYP, REBARS (T &B) SEE SCHED. EMBEDMENT LENGTH TYPICAL U -N, ,) BOLT SIZE 5/8' 3/4' 718' CONCRETE LEDGER 4" 5' 5' MASONRY LEDGER 5' 6' 6' STEEL COLUMN BASE PLATE. 10' 12' 12' WOOD SILL PLATE 7' 7" 7' FTG, 1' -6" ` MAY BE USED IN WELL N. DRAINED SANDY OR 2 GRAVELLY SOIL ONLY • L WHEN APPROVED BY 180 HOOK H BOTTOM OF EXCAVATION 1 THE ENGINEER SHALL NOT EXTEND -- STANDARD HOOKS BELOW THIS LINE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING 30 DIA IN CONCRETE OR OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM 50 DIA IN MASONRY CAVE -1N &OTHER HAZARDS UNTIL ALL BACKFILL IS COMPLETED. ' 2-0" MIN. U.N.O. SEE PLAN BACKFILL AS PER SPECIFICATIONS FOR SCHED" N TEI EMBEDMENT LENGTHS ARE FOR 3/4' BOLTS TYP. COMPRESSION LAP SPLICE OR SMALLER, SEE PLAN FOR EMBEDMENT LENGTHS FOR LARGER BOLTS, BAR SIZE D 3 THRU 8 6d 9 THRU #11 8d 14 THRU #18110d_1 OTHER TENSION LAP SPLICE LENGTH (CLASS B) CONC. f'c -3000 PSI DEVELOPMENT LENGTH Id) (CLASS A) CONC. f'c=3000 PSI BAR SIZE TOP OTHER SIZE TOP OTHER 3 29 22 3 23 17 4 39 29 4 30 22 5 48 36 5 37 28 6 58 43 6 45 33 7 81 63 7 63 48 INTERIOR WALL FOOTING DETAIL 0 BOLT EMBEDMENT % CONDUITS & PIPES - PARALLEL TO FTG. REBAR BENDINGDETAIL & LAP SCHED. 4 2 APPROVED FOR PERMIT ISSUANCE POST 2 BARS TO MATCH WALL VERTICAL REINF. #5 MIN SCOTT FAZEKAS &ASSOCIATES, INC. NLw "L" BY DATE 214hese is have been reviewed for adherence to the BENT 24" MIN 24" MIN app icabre codes and ordinance. Authorization is #4 (T ALTERNATE hereby g a -teu to issue a budding permit pendingapprovalLyailapplicableCityagencies. a s r e or granting of a permit b ,on • these plans shall not be consir perm! or prove any violation of the applicahi_e GCS Codes or o d+nance. No permit presumed to autho qty• o violate or cancel the provisions ofjj__I I —< 2 — #5 I III codes h valid. ll! Irrr ! L! PROVIDE 90' STD HOOK MIN. A35 EA. SIDE WOOD PLANT VERT, AT SHEAR WALL 8" 4" 2-;5/ x10A.B.2" SIMPSON COL. LOCATIONS. AT EA. COL. BASE CB n O GRADE WALL A EDGE OF TO MATCH HORIZ. "L' "L" SLAB LA REINF. SIZE AND 2- #5 - TOP OF - " SLAB REINF, + CONIC. SLAB SPACING MIN. 24 MIN 24 MIN 2 +rp• 3 12, Ilk 2 - #5 < o TYP. SLAM REINF. vA, . .. A 9A I { OA.. 4A MIN. A I . 2 — #5 CONT. CONT. FTG. (T &B) • > A N 4. A. A Q a A A A ( TYP. UNO 4 4 . q 4. _ 2- 5 MIN, DOWELS TO MATCH 90• 1 ' 1 WALL HORIZ. REINF. HOOK 2 i 1 Lo- SIZE & SPACING OPTIONAL24MIN. . CONT, JOINT 2X4 KEYWAY END CONDITION INT RSECTION CORNER 8" MIN, CONT, FTG. REINF. CLR3" 3 " CLR. SEE SCHED. NOTE: c) DETAILS AT DEPRESSION SEE SCHEDULE 1. REINFORCEMENT SHOWN ON WALL ELEVATIONS AND FTG. SEE PLAN OTHER SPECIFICALLY REFERENCED DETAILS TAKE PRECEDENCE OVER REINFORCEMENT SHOWN HERE. 2. "L" =50 DIAM. MIN. POST IN WALL FOOTING DETAIL WOOD POST FOOTING DETAIL WALL INFOORIZRE RCING TYP. SLAB ON GRADE DETAIL 12H EM! 6"IF NUN C. 3136 n UCtuR OF ca. TM JOB DRA OF DRAWINGS i• a CO f• s co CL fl cm EM! 6"IF NUN C. 3136 n UCtuR OF ca. TM JOB DRA OF DRAWINGS B.N.) = SAME SPACING AS E.N. EDGE NAIL'G (E.N.) STGGR. FIELD NAIL'G 0 12" r DOUBLE TOP PLATE 4x MIN. POST 2x TRIMMER - END OF WALL SEE 4/-- AT OPENINGS 2x BLK'G 2x STUDS 0 16" 2x or 3x P,T,D.F. SILL PLATE ' SEE SCHED. HOLDOWN ANCHOR W WASHER PLATE S E PLAN SILL BOLTS W/ WASHER 9 SEE SCHED. 2 BOLTS MIN. NOTES: 1. MIN. EDGE DISTANCE 1 OR2" NAILS SHALL BE 2. PLYWD. FACE GRAIN MAY BE HORIZ. OR VERT. 3. SEE PLAN FOR LOCATION OF PLYWD. SHEATING MARK SHEAR WALL LOADS PLYWOOD THICK. STRUCT.1, (5 PLY) COMMON OR GAVLVA. BOX. EDGE NAILING FOUNDATION P.T. SILL R AND FOUNDATION SILL BOLT 2xBLKG, 255 LB /FT 1/2" ONE SIDE 10d @6 "oc 2A w/ 5 /a "O BOLT@32 "oc 04" 385 LB /FT 1/2' ONE SIDE 1 Od @4 "oc 3xR w/ 5 /d "O BOLT@28 "oc 8110C 500 LB /FT 1/2" ONE SIDE 10d 03 "oc. 3xg w/ 5/8 "0 BOLT @24ofoc 16d 770 LB /FT 1/2" BOTH SIDES 10d 04 "oc 3x1. w/ 5/8"0 BQLT021 "oc 3 1 /2" x 3 1/2" x 1/2" 1000 LB /FT 1/2" BOTH SIDES 10d @3 "oc 3xfR w/ 5 / g's0 BOLT@ 16 "oc 11310 PLYWOOD SHT'G TYPE,, LB /FT 1/2- BOTH SIDES 10d 02 o 3xR w/ 5/8 "O BOLT012 "oc MARK LPT4 SHEAR ANCHORS (A35 OPTIONAL) SEE DETAIL A BELOW SILL FE NAILING AND BLOCKING SEE DETAIL A BELOW 1 , 24 "OC 2xBLKG, w/ 16d 06" OC. 2" x 2" x 3/16" 16110C 2xBLKG, w/ 16d 04" OC, 5A 12 "OC 2xBLKG, w/ 16d 03" OC, 5/8"0 8110C 4xBLKG. w/ 16d 04" OC. 2 ROWS. STAGG. POST 6 "OC 4xBLKG. w/ 16d 03" OC. 2 ROWS. STAGG. 5595 4 110 4xBLKG. w/ 16d 02" OC, 2 ROWS. STAGG. NOTE 1. FOR SHEAR LOAD CAPACITY GREATER THAN 300 LB /FT, THE FOLLOWING ARE REQUIRED: a. 3X FRAMING MEMBER AT FOUNDATION SILL PLATE AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING ABUTTING PANELS, b. MINIMUM 1/2" EDGE NAILING DISTANCE AT PANEL ENDS AND EDGES. 2. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 --INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. PLYWO D SHT'G SILL & STUD TYPE A& LOADS A307 STUD MACHINE BOLTS BOLT SIZES PLATE WASHER SIZES HD 2A 2080 1/2" 2" x 2" x 3/16" EDGE NAILING W/2- -5/8 "0 16d SILL NAILING 5/8 is 0 SST620 HD 5A PER TYPE, 5/8" 0 2 1/2" x 2 1/2 x 1/4" SHEAR ANCHOR — 2-- 3/4 "0 3/4"0 5/8"0 SSTB20 A35— OPTIONAL 6A 2x OR 4x BLKG. 3/4" 0 2 3/4" x 2 3/4" x 5/16" POST W/2- -7/8 "0 7/8 0 7/8" 0 3„ x 3" x 3/8" HD 8A 5595 LB 4x POST W /3-7 /8 "O SHEAR ANCHOR 1" 0 3 1 /2" x 3 1/2" x 1/2" HD 10A SIMPSON LPT4 PER TYPEA PLATE WASHER SCHEDULE EDGE NAILING W/4 -7/8 "0 7/8 0 7/8 "0 SSTB34 PLYWOOD SHT'G TYPE,, 14A DETAIL 6x SHEAR WALL SCHEDULE 10 NOTES: 1.SIMPSON SSTB ANCHORS MAY BE USED IN LIEU OF ANCHOR BOLTS DESIGNATED IN TABLE. DEEPEN FOOTING 12 "02" MIN. AS READ. FOR EMBED, 2. USE THREADED ROD FILL WITH EPDXY AT EXIST. CONC. FTG. SIMPSON" HOLD DOWN TENSION LOADS A307 STUD MACHINE BOLTS A36 CONC, ANCHOR 4" TO THE BOTTOM OPTION: SSTB ANCHO HD 2A 2080 LB 4x POST W/2- -5/8 "0 5/8 "0 5/8 is 0 SST620 HD 5A 3005 LB 4x POST 2-- 3/4 "0 3/4"0 5/8"0 SSTB20 HD 6A 3825 LB 4x POST W/2- -7/8 "0 7/8 0 7/8 0 SST634 HD 8A 5595 LB 4x POST W /3-7 /8 "O 7/8 0 7/8 0 SSTB34 HD 10A 7155 LB 4x POST W/4 -7/8 "0 7/8 0 7/8 "0 SSTB34 HD 14A 10,035LB 6x POST W/4- -1 "O 1 "0 N.A. FOIST & RAFTER SIMPSON CO" HOLD DOWN SEE PLAN -- WOOD POST 4x MIN. SEE PLAN STUD BOLT W/ 111 WASHER SEE SCHED.10 /— 2x TRIM AS READ. z NOTE: d" -- STUD . BOLT DIAMETER Q d CONC. ANCHOR ° 4 "CLR 3/8 "X3° SQ.PLATE BOTT. OF CONCRETE FfG, SHEAR WALL HOLD DOWN DETAIL 11 METAL STRAP ST6236 N) BEAM PER PLAN A r 2x P,T,D,F. AT NON — SHEAR WALLS AT SOG 2x BLK'G W/ HANGER AT 0- WALL I M N) BEAM PER PLAN SIMPSON "EPC" CAP POST PER PLAN P) PLAN r— (N) BEAM PER PLAN b 6 CAP N SIMPSON "ECC" CAP POST PER PLAN A) 8 tw" 3 E A M TO WOOD POST 7 2X STUDS 0 16" O.C. HILTI 0.177 POWDER 2x P.T.D,F. W/1/2 "0 DRIVEN PINS 0 32" 10" A.B. 0 46" O,C, AT NON —SHEAR WALLS SLAB DEPRESSIONW/16 GA, WASHERS AS REWD SEE ARCH' CONCRETE SLAB ON GRADE ,i DWG S 11 4 A 4 1—#3 CONT, CURB REINF, AT CURB 2X STUDS 2X STUDS 16" O.C. 0 16" O.C. 16d 012" STAGG. 2x BLK'G W/ 16d 012" STAGG. HANGER 016" OC. 2x FLOOR JOIST AT FLOOR JOIST 2X STUDS 0 16" O.C. 2x6 BLKG W/ HANGER W 16" OC. AT BLDG. EA - TRUSS W/ FILLER BLOCK AS REQD AT FLOOR TRUSS NON-BEARING WALL DETAIL 12 --16d EA. SIDE F SPLICE JOINT AT DET A U.N.O. nKI 01 A KI D. Cni -IC III C' 017"1 f1tAl 16d AT SIDE OF ICE JOINT ICE JOINT BOTTOM kTE 2 X STUDS 0 16 O.C. SEE PLAN DET SIMPSON STRAP TENSIQNBAD A 12 -16d EA. SIDE 1724 Ib B 2- ST22 2055 Ib C 2— MSTA36 2993 Ib D 2 —MST27 W /3x6 TOP II?. 4140 Ib E 2 —MST37 W /3x6 TOP W. 5723 Ib METAL STRAP PER SCHED, AT 77CORNERS TYP. f9l_ TOP fC P LAN NOTES: 1. SPLICE TOP PLATES WITH DET. B WHERE TOP PLATES INTERRUPTED U.N.O. 2. PROVIDE 16d@16" CIA TYP. AT TOP PLATE SPLICED W/ METAL STRAPS 2. PROVIDE METAL STRAPS AT CORNERS OF TOP 1ES AS SHOWN ABOVE 0 E FOR OTHER INFORM 5EE 10 /- FIELD NAILING (F.N) PLYWOOD 5HEATHINI PER 5GHEDULE E06E NAILING (E.N)' 2x6 5TUD5 0 16, TYP.UNO 51LL BOLT5 2 -2x TOP PLATE5 MIN. W 5PLICE PER DETAIL 9/- EDGE NAILING (E.N) AT LINTEL AND 51L HOEDOWN 51ZE AND LOCATION PER PLAN CONT. yrqU FOOTING PER PLAN TYP SHEAR WALL AT OPENING 4 SSW TRUSS W /21/,?" TOP CHORD ---. ,—Qnnr SIMPSON DTC TRUSS CLIP NAIL IN THE MIDDLE OF SL GAP AS REQ'[ KG ®24 "OC TO EACH TRUSS LIP W /2 -10dx 1 1/2 STUDS 0 16" O.C. TRUSS PARALLEL TD NON- BEARING WALL SSW TRUSS W /21/2" TOP CHORD ROOF SIMPSON DTC TRUSS CLIP NAIL IN THE MIDDLE OF SL GAP AS REQ'[ sruos 0 is" O.C. TRUSS PERPENDICULAR TD NON- BEARING WALL NON- BEARING WALL AT TRUSS 5 40% M STUD 1 NOTCH 60% M STUD 1 BORE 5/8" MIN. EDGE DISTANCE TYP. ALL STUDS NON -BRG. STUDS TYP NOTCHES AND HOLES MARK DIAPHRAGM SHEAR LOADS WHERE DEPTH OF NOTCH > 1" COMMON NAILS BN. EN. d =1/2 MAX PROVIDE 12 GA. STRAPx1 1/2" WITH 320 LB /FT 1/2" MIN. 4 -16d NAILS AT EA. END RAFTERS SEE PLANS B WIDTH OF STRAP TO MATCH 9 D 10d Q4 ",6" OC. II II I EDGE II II I DISTANCE 640 LB /FT BORED HOLES AT . OF IE, 10d 021/2 ,4" OC. FRMG. 0 ADJOING PANEL EDGES USE 3x & STAGGERED NAILS WHERE NAILS SPACED 2" OR 21/2" OC. 1/4 MAX, IE WIDTH 730 LB /FT 3" MAX. FOR 2x4 TOP 11 TYP. INTERMEDIATE NAILING (F.N.) 4" MAX. TOP PLATE FOR 2x6 TOP It 12" O.C. I PROVIDE 1/2 "0 A,B. AT SILL BOLT BOTH SIDES OF NOTCH TYP, 5s i IF d > D/5 D mill,3 AT UNSUPPORTED 5" MIN, 5" MIN, EDGES, W/ BOUNDARY 9 " MAX, 9 " MAX. NAILING. BLOCKING d =D /2 MAX SILL PLATE 1 REQUIRED ONLY D/2 BORED HOLE DIAMETER D/4 MAX. D 16 J 1 NM: NOTCH OF JOISTS, RAFTER BEAMS IS NOT ALLOWED WITHOUT THE APPROVAL OF EDGE NAILING (E.N.) FOIST & RAFTER THE ENGINEER. TYP NOTCHES AND HOLES MARK DIAPHRAGM SHEAR LOADS PLYWD /STRUCT.1 EXT. GLUE THICK. COMMON NAILS BN. EN. TYP, PANEL SPAN RATING =32/16 5 PLIES PLYWOOD TYP. A 320 LB /FT 1/2" MIN. 10d 06 "16" OC. RAFTERS SEE PLANS B 425 LB /FT 1/2" MIN. 10d Q4 ",6" OC. II II I EDGE II II I DISTANCE 640 LB /FT 1/2" MIN. 10d 021/2 ,4" OC. FRMG. 0 ADJOING PANEL EDGES USE 3x & STAGGERED NAILS WHERE NAILS SPACED 2" OR 21/2" OC. Q 730 LB /FT 1/2" MIN. 1 O 02 ",3" OC, PLYWOOD LAYOUT AND SCHEDULE 2 A35 TOP &BOTTOM ALIGN JOISTS RAF7ERTS WITH WALL STUD NP. FOR H,.I, °,e.,CE STOP PLATES SCOTT FAZE AS & ASSOCIATES. INC. STAGGER JOINT FOR SIZE AND n reviewed to ord,nanrE sue a zlii ' nv le City agencle nting of a p OF PLYWOOD SPACING OF 1 3/8" These p !an _ have be 25% MAX, apei a, e codes an hereuy g , is STUD WIDTH approval by 3i appllc4 NOTCH The issuance or gr RAFTERS SEE PLANS T I I 3/$ MIN. BOUNDARY I I I II I ( II II I EDGE II II I DISTANCENAILING (B.N.) to permit or appr:,ve ariv codes or ordinance authority to viu!.j:e o c ahon o i%-, p -Prmit p cancel the pw I II I FOR NAILS I II I II 1 I I I I II LONG DIM. TYP. INTERMEDIATE NAILING (F.N.) OF PLYWD 12" O.C. I 11 II II TO RUN PER- PENDICULAR 5s i I I I ( I TO JOIST x 4 MIN. FLAT BLK'G. mill,3 AT UNSUPPORTED PLYWOOD EDGES, W/ BOUNDARY SHTG. NAILING. BLOCKING L ::41 ) _ = _ 1 REQUIRED ONLY r I I II II 11 11 WHEN CALLED FOR 1 ON PLANS I II II II II II BEARING WALL MIN. PLYWOOD SHEET EDGE NAILING (E.N.) PLAN IS 2' x 4' PLYWOOD LAYOUT AND SCHEDULE 2 A35 TOP &BOTTOM ALIGN JOISTS RAF7ERTS WITH WALL STUD NP. FOR H,.I, °,e.,CE STOP PLATES SCOTT FAZE AS & ASSOCIATES. INC. BY DATE n reviewed to ord,nanrE sue a zlii ' nv le City agencle nting of a p 1 3/8" 40% 1 3/8" These p !an _ have be 25% MAX, apei a, e codes an hereuy g , is STUD WIDTH approval by 3i appllc4 NOTCH The issuance or gr A +,r r,.= permit p rmit ha f?d n is ding on approval of - iese pI ns shall not e cor-.: E. to permit or appr:,ve ariv codes or ordinance authority to viu!.j:e o c ahon o i%-, p -Prmit p cancel the pw tnc :a r esumFd t"') cable t Spuctr codes Shiil hp _wf'1 40% MAX. STUD WIDTH BORE EXT. & BRG. STUDS MOTE NOTCH & BORING NOT TO OCCUR IN SAME STUD NOTCH / BORE OF STUD 2x4 2x6 25% 7/8" 1 3/8" 40% 1 3/8" 2 1/8" 60% 2" 3 1/4" TUD NO T C H SIMPSON "ST6236" J EA. END 4x BLK'G @ STRAP — FIRE BLK'G. AT CLG. LINE AND NOT TO EXCEED 8' -0" O.C. 16d ®12" O.C. TYP. 1 STUD FOR INTERIOR WALLS; 2 STUDS FOR EXT. WALLS END POST AT PLYWOOD SHEAR PANEL WHERE_ OCCURS WITH E.N. — LINTEL SCHEDULE L M6X. SPAN 2x CRIPPLES @ 16" O.C. 6" g. -o" 10" 10` -0" FOR LINTEL OVER OPN'G. WHERE BEAM LOAD SEE PLAN FOR SIZE, FOR SIZES OCCURS ABOVE OPEN'G, SEE SCHED. TO THE RIGHT INCREASE LINTEL HGT. BY 2" MIN. PROVIDE SIMPSON A34 FOR 2 x 4 STUDS AND A35 FOR 2 x 6 STUDS, 2x TRIM STUD W/16d @12" 4 x 10 AND 6x SAND LARGER LINTELS USE 4x JAMB r — w /SIMPSON "EPC" CAP II I I 4x SILL W/ A35 EA. END ST6236 W /4x BLKG. AT I— — SHEAR PANEL WHERE OCCURS SHEAR WALL HOLD DOWNN__ 1_ SEE PLAN r A& won oA ne s r' 4 r r 4 s• i 5s i oA ne s r' 4 4 r 4 s• i 5s i oA ne s r' ROOF TRUSS Wf 40 PA28" 048" N CV v 1 / c9co 021/ 2' TOP CHORD 2e TYP. E.N. E.N. E.N. i 0 ca 4x8 STRUT W /2 -HD2A 2x TRUSS 5 PLYWOOD SHTG. 5/ 8' PLYWOOD SHTG. f & 5/ HEADED2 U) ®oCa cc OVER 2x6 R.R. OVER 2x6 R. R. ANCHOR 4B" 0C U? z C 20xSILLOCW /16d 2xSILL W 16d 4x4 04 _00110C 6 06 OC. 24" 12" 12" 2— 7/ " HEARD TYP. Cri 11 1 ANCHORS 4x12 LEDGER 6" EMBED, 0 EA. ROOF JOIST SEE12Af SD4CONT. SPLICED I 2x6016" W/ it PLYW D E.N. 2xBLKG. W/A35024" OC E.N. „ 2xBLKG. W/A35024 OC OCW/2— ST6224 TRUSS W/21/ 2" TOP CHORD 16d06 I TRUSS W/21/2" TOP CHORD TRUSS W/21/2" TOP CHORD W/2—A34 AT TOP R TYP. J E.N. E.N. TRUSS OR ST R U CT EXTEND TOP CHORD TO LEDGER E.N. E.N. 0 E• 3x6 BLOCKING BTWN TOP 0 E. — 3x6 BLOCKING BTWN TOP E.N. CHORDS W/ LPT4 024" 16dC 6 OC CHORDS W/ LPT4 024 16d ®6 OC 3x6 BLOCKING BEVELED 3x &2x TOP R 24' TYP. W/ LPT4 024„ 2x6016" W/ W14 ROOF BEAM 4x12 LEDGER 6" 5" 1/ 2" PLYWDCONT, SPLICED w/2— ST6224 W21 W/ E.N. NAILER 6 /SD4 t t + E.N, a O o 2x6016 WI / o 2x6016" W / o 6x12 H D R 1/ 2„ P LYW D 1Q 1/ 2" P LYW D 1& 2x4016" W/ SEE 7AjSD2 2x SILL I. W j16dC6" I 6x12 SEAM W/-7/ 2-- / „s x6” EMED. HANGER U HANGERS EACH SIDE E.N. BEAM TO LEDGER A HDR TS5x5 SEE 11A /SD3 PERPENDICULAR TO WALL TYP. LEDGER DETAIL 10 ROOF SECTION AT ENTRANCE 7 ROOF TRUSS AT STEEL BEAM 4 R OOF TRUSS AT SHEAR WALL 1 STEEL COL, WOOD STUDS MASONRY 3xNAILER W/ WALLSEEPLANSEEARCH 'L, 12" 12" PLYWOOD 5/8"0 WELDED 6" SUDS 032 "0C 3X NAILER 0 4DW OS EAR MIN. 10d 06" "O.C. E,N. 10d 012" O.C. F.N. PER PLAN 3x4 BLKG 4 —0SHEARWALLWALL TYP. r-- - - - - - - - - ---- - EA. SIDE 1/2 "0 HEADED TS ANCHOR BOLT s +SHEAR 1 LOCATE CHANNELMECHANICALUNITMECHANICALUNITI OVER SLEEPER 5/ 8" PLYWOOD SHTG. OVER 2x6 R.R. H WALL 032 "OCE.N. SHEAR WALL } SEE MECHANICAL) (SEE MECHANICAL) 4x6 MIN, B.N. TYP. 2xNAILER W/ " 0 1/2 STUD 1 3x TOP I_ MIN. FOR SIZE 2xSILL W/1 6d OC, 5/8 WELDED (5/8 0 0 SHEAR STUDS 032 OC WALL WELDED STUDS SHEAR WALL SIMPSON HU44 TYP, 3/ 4" PLYWOOD " E.N. SEE PLAN C 6" SHT'G. WHERErs32O.C. EA. SIDE OCCURS U24 2x4 016 O.C, SLEEPER 4x6 MINRW /5/8 "0 E.N. 2xBLKG. W/A35024" OC SECTION PLAN E.I. PLAN M.B. ONE EA. TRUSS W/21/2" TOP CHORD SHEARWALL SHEATING 48 OC, MAX. JOIST PER PLAN i /C' PLYWOOD J E.N. PER PLAN &SCHED. WHERE OCCURS 2x6 STUDS @16' MC. A E• . 3x6 BLOCKING BTWN TOP CHORDS W/ LPT4 024" BEARING WALL OR TRUSS _..' 3x4 BLKG024 "O MIN. SEE SCHED. PER PLAN PRUNS SPLICED 2 x T OP fE PER 12" 12" PLYWOOD 2 34ATTOPItW/2 WOOD POST & PER PLAN HOLDOWN PER 4x4 BLOCK WITH 5/ -0 ONE CORNERPLA & SCH 2X STUD W M.B. EA. AND ®48 OC. MAX, 4x4 BLOCK W/ HANGERPANELJOINT 13,N. 16d08 "O.C. 2X STUD W/ 16d@8 O. 0 PANEL POINT PARALLEL TO TRUSS PERPENDICULAR TO TRUSS 2x Is w 1/ 2" PLYWD 1 16d06 "O.C. E.N. TWO ROWS 3x6 STRUT CONT. MIN. SEE PLAN WHERE OCCURS NOTE: 2x4 BLKG04,_Q„ W/ ri FIELD INSTALL 2X4 WITH TIGHT —FIT BETWEEN HANGERS TO JOIST E, N. 80170M CHORD PIN & CENTER OF TOP CHORD BETWEEN PINS WHERE SLEEPERS CANNOT BE W/ A34 TO STRUT E. , LOCATED WITH 4 OF CENTER OF TOP CHORD PINS, (TYP. EA UNIT) SECURE IN T.C. W/ 2 -10d, JOIST PER PLAN B PARALLEL TO WALL SHEAR L SHEATING 16d@6 "O.C. E.N. PER PLAN & SCHED. CTWOROWS WHERE OCCURS SHEAR WALL END/CORNER DETAIL 11 MECH. TYP. ROOF UNIT DETA I LS SHEAR BALL TOP 5 TRUSS AT WALL SECTION 2 5/ " ROOF E.N. 2xBLKG.W /A35024" E.N. PL OOD SHTG T.O.WALL EL,= +22 —0 OR +18'-6" ARMI ED T.O.WALL EL.= +22' -0" OR +18' -6" SEE ARCH SCOTT FAZEKAS & ISSUANCE SSOCIATES. INC. SEE ARCH 2x6 RAFTER -) E.N. E.N. BY D 2 -#'5 CONT. These puns have been reviewed TE for adherence to the 2—#5 CONT. isapplicablecodesandord: ante. Au!- ..;r,ta!ion hereby granted to issue a budding permit pending approval by ail applicable City agencies. 2 -2x TOP RE „ T.O.W. = +22 —0 The issuance or grantin 5024 „ (H) approval of these plans s of a permit based on „ iali not be construed to ” #5024 (H) 3 -16d AT EA. STUD 2 » CLR. TYP permit or apn,rove any vi codes or ordinance. No PARAPET to vio a!e or cant lat!on of the acplicabl CLR. TV ermit presumed to giv l the of such@ PARAPET 8x4 @16' STUDS W /1/8' PLYWD " TYPE @ PARAPET E. authority WA codes shall be va d. 8 CMU PARAPET WALL provisions WALL 8" CMU PARAPET WALL 5th$ V),EA. FACE 508 (V },EA. FACE BxBLKG. W/ 1 -16d PER STUD W/3 -9„ LAP, W/3 -9" LAP. 3/8' PLYWOOD W/2x4 @84' ALIGN W/ TRUSS 2x6016" TYP. 0p6YWY P. 1/," & 15'-0' BLKG W/ PLYWD 1/2" 16d@6 OC 2xSHAPED SILL W/ 3/8 "O LAG. SCREW 024 0C BLKG W/ 4x8 BLKG W/ TOP OF ROOF 16d06 Oc HU HANGER TOP OF ROOF PA28" W 6' EMBED AT AT TRUSS W/2 PENETR. 1 3x4 BLKG02' —O "0C W/4-16d TO BLKG. 1 2x6 SILL FE 16d06 5 " W/2 -16d 3x6 W/ HANGER LYWOODFSHT'G ROOF 0 +12 —6 & ST6224 EA. SEE ARCH E.N. E.N. TRUSS ROOF 0+ 129- 6" SEE ARCH E.N. 4' -0" OC. TO TRUSS 1 BELOW E. EN. E.N. t-, 2xSILL W /16d E.N. E.N. SPACING SEE , 0 0 SCHEDULE E.N. DOUBLE SSW JOIST WITH LOAD TRANSFER 2#50 CONT. / 1 2#50 CONT. BLOCK BY MANUFACTURER 4x8 STRUT ®4 —0E.N. DE . NOT SHOWN FULL LENGTH W /HD2A EA. SIDE FULL LENGTH N SE 2/— N OF WALL OF WALL 2x6016" W/ 1/ 2" PLYWD a°1 0 sf 4x12 LEDGER SEE TRUSS BEYOND8CMUWALLWj10B /SD3 4x 12 LEDGER SEE TRUSS W/21/ 2" TOP CHORD 8 CMU WALL W/ 106jSD3 V) TRUSS W j21/2" TOP CHORD 5@16 (V) & 5016 & X5024" (H) 5024" (H) PARALLEL TO WALL PERP NDICULAR T WALLEO PERPENDICULAR TO WALL PARALLEL TO WALL EQ. EQ, PERPENDICULAR TO WALL EQ. Eo. .PERPENDICULAR TO WALL TYP. PARAPET WAL L SECTION - MANSARD ROOF SE C TION TYP. WALL ANCHORAGE DETAIL 6 ROOF TRUSS AT CM U WALL 3 DRAWING NUMBER SD3 OF DRAWINGS 40 N CV v c9co Ca i 0 ca 0 .t LL s U U) ®oCa cc N U? z C co CPCOca0 N Cri DRAWING NUMBER SD3 OF DRAWINGS In N CV v c9co Ca 0 ca 0 .t LL s U U) ®oCa cc N U? z C co CPCOca0 N Cri DRAWING NUMBER SD3 OF DRAWINGS GIN. GRAS SEE ARCH r I AUTYP. FREE STANDING CM WALL 10 5/ 1 It fim TS /WF P-G C,P. 0 1/2" CAP CAP It TS BM. SEE PLAN --e F COL I- -- -- F.B.G. AT SAME BM, COL. WIDTH TOP AND ROT. 1/4 t 4x4x 5 /BxFLANQE WIDTH (T &B) STEEL BEA4 MINIIIIIIIARM 2" I ru GRID 4 BASE I>' SEE SCHEDULE WF COLUMN C14 J _ o - GRID GRID r- 1 ANCHOR BOLTS BASE It SEE 1/ 2" SCHEDULE TYP PLAN COLUMN TYPE BASE It T "x "L "x"W" WHICHEVER A307 ANCHOR B. EMBED.12" OR 4" TO BOTT. OF FTG. LES5 TS5x5 1 3/4"X11"01" 4 3/4-0 W14x82 3/ 0$ x16 "x20" 4 -3/4"0 1/4w SLAB REINF. R z 11/2 DRYPACK LL W w w ffffwkMilk =98081111 PLAN COL. BLOCKOUT STEEL COL. W/ BASE PLATE 4" 1 SCHED. W /A.B. I & LEVELING NUTS FIN. GRADE OR PAVING SEE ARCH'L DWGS. I U M WIDTH SeE SCHED NOTES•. 1. FOR WELD ACCESS HOLE DETAIL SEE FIGURE3 -5 f FEMA -350 2. FOR WELDED UNREINFORCED FLANGE — BOLTED WEB DETAILS AND REQUIREMENT SEE SECTION 3.5.1 OF DETAILS E,N, Ir SIMPSON "ST22" SHAPE 0 4' -0" O.C. AT TOP ROOF LYWOOD SHEATHING BOLTS RIDGE /HIP PER PLAN 2x RAFTER W/ SIMPSON "U" HANGER TYP DLUMN MA OVERHANG E.N. oeI 2x BLK'G H2.5 EA. TRUSSjU 1/ 2" PLYWOOD SEE SCHEDULE A TYP. R00 ROOF PLYWOOD SHT'G SEE PLAN ROOF TRUSS SEE PLAN ROOF PLYWOOD SHT'G SEE PLAN ROOF TRUSS r A35 SEE SCHED. SEE PLAN BEAM WHERE OCCURS 2x STUD ALIGN A W /ROOF TRUSS 2x6 W16d 06" TW ROWS TO W7 METAL STRi wl VERT. REINF, !8 ROOF PLYWD SAME DJACENT FULL " #5016 "(V), #5Q24" H AT CALIF. R.R. AT ALI ROOF HT, WALL REINF.) 8 CMU WALL TYP, LINO 3 1 J/4 E.N. oo 50d OPENING 50d 24' MIN, 4 MIN, HOOK ALL DOWEL TO MATCH STIFF. R_ THICKNESS REINF. DD VERT, REINF. TO MATCH BEAM 2 -16d EA, STID FLANGE, t / 7" MIN. W14 COL 2' -0- STANDARD 90' HOOK FIN. GRADE OR LINTEL D WHERE REBAR IS LESS 4 DOWELS TYP. PAVING SEE 16d06" BARS THAN 2'--0" - ' " 02xBLKG. „ SEE — 24 O.C. ARCH'L DWGS, I 1/ 2 PLYWD 1 5/ g ROOF PLYWD NOTES D ° F------ - - - - -- ' 2x6016" STU 2 -5 MIN, VERT. EA, E.N. BELOW SIDE, 2 — #6 FOR _ _ — _ _ _ _ _ _ _ _ OPEN $10S. 10' —O" OR CZQ WIDER (UP TO ROOF) UNO. 0 1--= — -.1 , JOINTHEN 2—#5 MIN. 4 REINF. SEE SCHED. MIN, EXTEND 2'-0" MIN. DOUBLE —SSW TRUSSDOWELVERT. BARS ° • SS TRUSSINTOPADFTG. W OPEN'G, G. ( TYP,) M W /TRANSFER BEND ALT. BARS K BLOCK 3" CLR, C.P. TYP. TOP &BOT 1. PROVIDE SHORING AS REQ'D. BY CODE, COMPACTED OR REINF'G AROUND OPEN'GS IS IN ADDITION TO STANDARD TYP. . SEE PLAN UNDISTURBED WALL REINFORCING. LINTEL ABOVE OPENING SHALL BE: NATURAL SOIL WUF -B CONNECTION 2 - 5 UP TO 4' -0" OPENING TYP. INDICATED ON PLAN THUS: H 10 - 2 — 7 UP TO 10' -0" OPENING METAL STRAP SEE PLAN 3 — 6 UP TO 15'-0" OPENING 4 -- 6 UP ABOVE 15' -0" AND WIDER. 2. HOOK ALL BARS AT ENDS OF WALLS AND AT OPENINGS TYP. 3x NAILER W/ TYP. CMU WALL OPENING TYP* WALL 4" WELDED TYP. HIGH ROOF WALL DETAIL 2 DURO —WAL RAPID 2—N VERT, BARS CONTROL JOINT 3x NAILER W0 . SIDE MIN, U.N.O. 5/ 8" 0 WELDED STUDS X32" OC. TYP,® BOTT. SM FLANGE o, TYP. NAILER AND BOTH SIDES OF COL A EVERY OTHER HORIZONTAL SILICONE SEAL IIREBARSTOBEBOTHSIDEAFTER CONTINUOUS THROUGH REQ'D CONSTRUCTION i) APPROVED CONTROL JOINT, IS COMPLETED TO MATCH COLUMN PER PLAN FOR PERMIT ISSUANCE MORTAR JOINT SCOTT FAZEI(AS SASSOCIATES, INC. fSEEARCH. DWG, 8" CMU WAL I BY DATE 5016 "(V) & #5024 "O.C. II These plans have been reviewed for adherence to the SPACE JOINTS 0 DIST. EQ. TO WALL HGT, x 2 OR 0 40' -0 "t TYP. LINO applicable codes and ordinance. Authrgization is O.C. MAX. U.N.O. EXTEND FROM TOP OF FTG. TO TOP OF WALL. SEE 4 TIES @12' O.C. approval bd alleo to issue a building permit pending ARCH'L. EXTERIOR ELEV, (NO CONTROL JOINT WITHIN 2' -0" MIN, DOWEL TO MATCH 1/4 I y applicable City agencies. OF OPENINGS OR PIERS). ALL CHORD REINF. TO BE CONTINUOUS. VERT, REINF, , The issuance or, approval of these Plans not be construed onC ®NC SLAB 24 p ued toPERPLAN /--- GRADE BEAM permit or approve any violation of the applicable2' -0" ii PER PLAN codes or ordinance. No permit presumed to giveauthoritytoviola,e or cancel the TYP. CMU WALL CONTROL JOINT provisions of such t TYP. 4 DOWELS l codes shall be valid. ch 6 EM DMENT l 0 24 O.C, rYI WALL 2-#6 .a ; c ea .. — #6 DC]WELS I BASE Ie /A.B/ SEE 4 /SD4 4 --! I -1 I I--1 i - 'f 1-111 -M- -I --I I-- EAR SIDE OF a 0z rFORCONC. SLAB, REINF. COLUMN o- & BASE, SEE PLAN W ROUGHEN JOINT o V)% w w Il,ililiil BEND ALT. 0 BARS 0 4. °. cacn H DER ANCHOR BOLT REINF. SEE SCHED W/5 CONT. " SEE PLAN COMPACTED OR 1 p wMIN. EXTEND 2 --0 MIN. UNDISTURBED o- INTO PAD FTG. NATURAL SOIL TYP. ANCHOR BOLT DETAIL TYP. M SEE PLAN FOR SIZE & REIF`G Y P WALL DETAILS 12 TYPo INTERIOR CMU WALL TYP. ORDINARY MOMENT FRAME DETAILS 3 DRAWN BY DATE CHECKED BY DATE DRAWING Z$n 4 OF DRAWINGS w s ti DRAWN BY DATE CHECKED BY DATE DRAWING Z$n 4 OF DRAWINGS NOTE: L = 4" MIN. OR 1, Al GASKET 45' ENTRY CUNCHED COLLAR BEN I CAP, UIKU PKUUh GAS VENT:TYPE "B" UL APPROVED FOR 1" CLEARANCE FROM COMBUSTIBLES. SEAL WEATHER -TIGHT WITH PAR -BOND" GUTTER SEAL SOLDER STANDING COLLAR TO CAP & SEAL WEATHER -TIGHT FLASHING: 3 ", FASTEN TO CURB (2) PLACES EACH SIDE SUPPORT WEIGHT OF GAS VENT FROM STRUCTURE 2 GAS VENT DETAIL TRANSITION TO ROUND SEE PLANS / N. T. S. FOR SIZE (WHERE OCCURS) BRANCH DUCT - RECTANGULAR OR ROUND BUTTERFLY DAMPER WITH ARM & GAS SUPPLY UP LOCKING QUADRANT (TYPICAL) THRU BASE OF UNIT WITH CONNECTION KIT rAD CVTCDAIAI Cu11T I V/\ L/\1 Ll \ /VlL 11%09 OFF VALVE. HVAC UNIT SCHEDULE MANUFACTURER O J DRAWING INDEX GENERAL NOTES UNIT ELECT DATA M1 MECHANICAL COVER SHEET 1. LOCATE, CUT AND FRAME ROOF OPENINGS AS SHOWN FOR ALL HVAC SUPPLY MIN OA ESP EQUIPMENT AND EXHAUST FANS. RPM M2 HVAC PLAN CAP MIN EER/ HEATING M3 HVAC ROOF PLAN OUTPUT 2. PROVIDE ANY FRAMING REQUIRED FOR DIFFUSER INSTALLATION IN HARD MCA MOCP XX CEIUNG. AREA SERVED M4 ENERGY CONSERVATION REMARKS X-/ MARK MODEL NUMBER 3. INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN CFM SPECM5GONST. 'S z ~ MANUAL STANDARDS FOR NEW NON- RESIDENTIAL BUILDINGS, IF REQUIRED. m TONS MBH) TOT /SEN 4. ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES, SAFETY TYPE MBH) MBH) ORDERS AND REGULATIONS. c SYMBOLS LIST 5. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS CO z eAC CARRIER REQUIRED BY GOVERNING AUTHORITIES. 4300 X-X\ AIR DEVICE EQUIPMENT DESIGNATION 6. PROVIDE CONDUIT FOR LINE AND LOW VOLTAGE WIRING, LINE VOLTAGE 913 NLX-j CFM 134.6 117.3 WIRING SWITCHES, AND FINAL CONNECTIONS. GAS XX" 183.7 7. ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED 60.6 Q THERMOSTAT WITH ADEQUATE ROOM FOR SERVICING, INCLUDING SUBSTITUTE EQUIPMENT SEE NOTES 1.2.3 & 4 6x6 48HJD014 NAMED IN THE SPECIFIEA IONS. CONTRACTOR SHALL SUBMIT A 11/4- SCALE UO SENSOR DRAWING OF ALL EQUIPMENT SUBSTITUTED FOR APPROVAL PRIOR TO X X INSTALLATION, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL AND X FRN SQR TO RND ADAPTER ARCHITECTURAL IMPACT, CLEARANCE REQUIREMENTS AND UTILITY AIRE/TITUS 4- SUPPLY AIR ARROW REQUIREMENTS. X AC RETURN AIR ARROW 8. INSTALL RECHARGEABLE REFRIGERANT LINES FROM ICE MACHINE TO 2100 400 0.5 CONDENSER ON ROOF. 1244 6 72.4/61.7 11.0/ - 9. HVAC UNITS SHALL BE MOUNTED LEVEL ON ROOF CURBS. 72 59 208/3 MANUAL VOLUME DAMPER 10. ALL DUCTWORK SHALL BE EXTERNALLY INSULATED. 765 SEE NOTES 1,2,3,4 & 5 Cm SMOKE DETECTOR 11. ALL ROUND SUPPLY /RETURN DUCTS SHALL BE RIGID, WITH THE EXCEPTION OF THE LAST 5' -0 ", WHICH MAY BE FLEX. RG- X TITUS 50F 12. SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AIR DUCT AND SHALL 24x24 DEACTIVATE ROOFTOP UNIT UPON SENSING SMOKE. SMOKE DETECTOR SHALL X NOTES: 1. OUTDOOR DESIGN CONDITION, SUMMER: 101'F DB & 72'F WB, WINTER: 27F. X 2. FLEXIBLE DUCT, 5' -0" LONG MAX. BE . INSTALLED IN RETURN AIR DUCT ONLY WHERE REQUIRED BY CODE. GAS PIPING SHALL BE FACTORY PIPED WITH SHUT -OFF OUTSIDE OF UNIT. CONTRACTOR TO PROVIDE AND INSTALL DUCT SMOKE DETECTOR. 3. SPECIFIED UNIT INCLUDES HINGED ACCESS DOORS, 2" PLEATED FILTERS, LOW AMBIENT CONTROL TO 0'F, 25% OA DAMPER. CIRCUIT BREAKER WITH SINGLE POINT WIRING, HAIL GUARD, 13. ALL EXHAUST DUCTS SHALL BE RIGID 16 GA MINIMUM, WELDED DUCT. GRIND AND FACTORY FABRICATED 14" KNOCK -DOWN ROOF CURB. CEILING DIFFUSER (FLOW ARROWS SHOWN ALL WELDS SMOOTH. SPECIFIED UNIT INCLUDES AN UN- POWERED CONVENIENCE OUTLET. ONLY IF AIR FLOW NOT SYMMETRICAL) 5. PROVIDE WITH REMOTE TEMPERATURE SENSOR AND PROGRAMMABLE 7 -DAY THERMOSTAT. 14. ALL BRANCH DUCTS FEEDING INDIVIDUAL DIFFUSERS SHALL HAVE DAMPERS PROVIDE WITH DIFFERENTIAL ENTHALPY CONTROLLED ECONOMIZER WITH BAROMETRIC RELIEF. INSTEAD OF 25% OSA DAMPER. AT TAKEOFFS FOR AIR BALANCING. PROVIDE ACCESS PANELS TO DAMPERS. CEIUNG RETURN /EXHAUST GRILLE 15. ALL UTILITY PIPING FOR RTU'S SHALL RUN UP THROUGH ROOF INSIDE EACH UNIT'S ROOF CURB. ADJUST REGISTER SO THAT IT DOES NOT e TITUS 16. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10' -0" FROM EXHAUST FANS 18x10" AND /OR VENTS. VENT DISCHARGE X A MINIMUM OF 1 ABOVE THE R001 24" ABOVE ANY DIRECTLY BLOW ON ANY LIGHT FIXTURES. R OR FRESH AIR It WITHIN 10 FEET STORM COLLAR ' ROUND, STANDIN ADJUST REGISTER SO THAT IT DOES NOT 2 COLLAR, 4" HIGI• 300RL 16 "x6" CURB CAP: 22 1 X X CROSS BREAK T SOLDER ALL J01 X L PRE- FABRICATEI CURB. NOTE: L = 4" MIN. OR 1, Al GASKET 45' ENTRY CUNCHED COLLAR BEN I CAP, UIKU PKUUh GAS VENT:TYPE "B" UL APPROVED FOR 1" CLEARANCE FROM COMBUSTIBLES. SEAL WEATHER -TIGHT WITH PAR -BOND" GUTTER SEAL SOLDER STANDING COLLAR TO CAP & SEAL WEATHER -TIGHT FLASHING: 3 ", FASTEN TO CURB (2) PLACES EACH SIDE SUPPORT WEIGHT OF GAS VENT FROM STRUCTURE 2 GAS VENT DETAIL TRANSITION TO ROUND SEE PLANS / N. T. S. FOR SIZE (WHERE OCCURS) BRANCH DUCT - RECTANGULAR OR ROUND BUTTERFLY DAMPER WITH ARM & GAS SUPPLY UP LOCKING QUADRANT (TYPICAL) THRU BASE OF UNIT WITH CONNECTION KIT rAD CVTCDAIAI Cu11T I V/\ L/\1 Ll \ /VlL 11%09 OFF VALVE. HVAC UNIT SCHEDULE SUPPLY AND EXHAUST FAN SCHEDULE MANUFACTURER O J FAN DATA COOLING CAPACITY HEATING CAPACITY UNIT ELECT DATA MAX REMEKS 1. PROVIDE WITH ROOF CURB FOR SLOPED ROOF 2. WEATHERPROOF DISCONNECT SWITCH SUPPLY MIN OA ESP HP RPM NOM CAP MIN EER/ HEATING INPUT OUTPUT VOLTS/ MCA MOCP XX MANUFACTURER ANDAND AREA SERVED UNIT WEIGHT REMARKS X-/ MARK MODEL NUMBER 0) CFM CFttl z ~ o m TONS MBH) TOT /SEN SEER TYPE MBH) MBH) PH c LBS) CO z eAC CARRIER SHELL 4300 750 0.5 3 913 12 134.6 117.3 9.6 - GAS 224 183.7 208/3 60.6 70 1260 SEE NOTES 1,2,3,4,5 & 6 SEE NOTES 1.2.3 & 4 6x6 48HJD014 X X X X FRN SQR TO RND ADAPTER eMETAL- AIRE/TITUS 5000/TDC 9x9 24x24 X AC CARRIER RETAIL SPACE 2100 400 0.5 1 1244 6 72.4/61.7 11.0/ - GAS 72 59 208/3 32.8 40 765 SEE NOTES 1,2,3,4 & 5 2 48HJD007 RG- X TITUS 50F 18x18 24x24 X X NOTES: 1. OUTDOOR DESIGN CONDITION, SUMMER: 101'F DB & 72'F WB, WINTER: 27F. X 2. SPECIFIED RTU'S ARE DOWN DISCHARGE PACKAGED GAS / ELECTRIC ROOFTOP UNITS. INCLUDES THROUGH THE ROOF CURB POWER & GAS. GAS PIPING SHALL BE FACTORY PIPED WITH SHUT -OFF OUTSIDE OF UNIT. 3. SPECIFIED UNIT INCLUDES HINGED ACCESS DOORS, 2" PLEATED FILTERS, LOW AMBIENT CONTROL TO 0'F, 25% OA DAMPER. CIRCUIT BREAKER WITH SINGLE POINT WIRING, HAIL GUARD, AND FACTORY FABRICATED 14" KNOCK -DOWN ROOF CURB. 4. SPECIFIED UNIT INCLUDES AN UN- POWERED CONVENIENCE OUTLET. 5. PROVIDE WITH REMOTE TEMPERATURE SENSOR AND PROGRAMMABLE 7 -DAY THERMOSTAT. 6. PROVIDE WITH DIFFERENTIAL ENTHALPY CONTROLLED ECONOMIZER WITH BAROMETRIC RELIEF. INSTEAD OF 25% OSA DAMPER. SUPPLY AND EXHAUST FAN SCHEDULE AIR DEVICE SCHEDULE MANUFACTURER O J a) 0 TYPE MOUNTING ACCESSORIES MATERIAL REMEKS 1. PROVIDE WITH ROOF CURB FOR SLOPED ROOF 2. WEATHERPROOF DISCONNECT SWITCH Q 0) N T 0 DIFFUSER FACE XX AND CFM SP RPM HP ELECT 0 n oW w c REMARKS 3, PROVIDE SOLID STATE SPEED CONTROLLER X-/ MODEL NUMBER N M 0) 0.j z ~ o m mN CO c jC 4. INTERLOCK WITH BOTH BATHROOM LIGHT SWITCHES. MARK SIZE c Z5 CO z D -1 X TITUS TMR -AA 6" 11" X EF 1 COOK 100ClODL 220 0.3 1050 1/25 115/1 X X X X2 X SEE NOTES 1.2.3 & 4 AIR DEVICE SCHEDULE ELECTRICAL SUPPLY WITH WCATUCCTICUT CCAI I. V.f- \II IVI \TINT 11 VL.rIL THRU EQUIPMENT BASE. D0 NOT PENETRATE CURB) 1 -1 INSULATED FLEX DUCT - PROVIDE 117 SHORT RADIUS RIGID METAL ELBOW ' CONDENSATE I / I WHERE 18" R. FLEX ELBOW DRAIN LINE TO CANNOT BE MAINTAINED RECEPTOR I LOW VELOCITY DUCT I / \ I FACTORY WIRED INSTALLED ELECTRICAL F--- ---- ---- --T STRAP HANGER - - - DISCONNECT INYLONSTRAPFASTENER (TYP) L - -- - X RETURN AND y / 1 1/2" DUCT WRAP INSULATION AIR CONDITIONING UNIT SUPPLY AIR DUCTS HJ" SERIES UNIT SUPPLY AND RETURN AIR DUCT TRANSITION TO UNIT NOTE: MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT PRE - FABRICATED RUNOUTS TO SUPPLY DIFFUSERS = 5' -0 ". CURB BY OTHERS FLEX DUCT IS NOT ALLOWED ON EXHAUST, RETURN OR EXPOSED DUCTWORK. SIDE CONNECTION RE: M2 FOR _ - - DUCT SIZE I CEILING DIFFUSER CONNECTIONS (3),AIR CoNDzTz N.T.S. - / N.T.S. AIR CONDITIONING UNIT GAS UNE NOTE: WHERE APPLICABLE MOUNT AND INSTALL SMOKE DETECTOR. ONING UNIT DETAIL STANDARD CURB CAP, FASTEN PER MR' S RECOMMENDATIONS CA/\TADV IA OTAI ' rr1G CONDUIT ADE POWER TO WITHIN CURB ADE DAMPERS UST DUCT EXHAUST FAN DETAIL N.T.S. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These pianc have been reviewed for adherence to the apphca: ;,c codes and ordinance Auth )rization is ROUND TOP FEED hereby granted to issue a budding permit pending approval by all applicable City agencies. EXTERIOR DUCT WRAP IRMAV 3Nance or granting of a permit based on FOR CEIUNG SUPPLY G %KSval of these plans shall not be construed to it or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to or cancel the provisions of such codes shah be valid. ROUND TO SQUARE TRANSITION OPPOSED BLADE DAMPER GYP. BOARD CEIUNG CEILING DIFFUSER DETAIL N.T.S. rz w z 0 z 48 0 Cn Qa-o w Fy 5i Co m w U U W U U W z Z g 0 a CL U I. z O >- m . re M Ic z ®< ffi 8ixW6 * = %EiEaN 6 a °o z W0.= =II .p 0. z 8 Z °Jpo >Z% ee ° 46 WI'0 6 05HEN, tn oln 0i1 6 U o 6lzg 886EwoWF.3o a o cNO a _ ? ° z a. ¢ ao :<o ZEiic-5 Q='1- o $ _ i'aaag W joWpB_,F' O NZjZSWln =N OWN_ z a4tUi 4 i FO-° OD-N Zia °' a~. C°OFtr PE 1 WNQ Q UZmaaW Wfn - VaWWWG OV) tu> x W P Z wwaao azt- C? J Z O zwo vap J 0 ,LUz- a Cq Oa Z * aF•'mau. V V O J a) 0 TYPE MOUNTING DUTY MATERIAL LL1 cc Q 0) N T 0 DIFFUSER FACE 0 as U C p tJ.. XX MANUFACTURER MODEL NUMBER NECK SIZE CEIUNG GRID N ' 1-- z U z J j REMARKS X N M 0) 0.j z ~ c 5 CO MARK jC CC 40 SIZE c Z5 CO z D -1 X TITUS TMR -AA 6" 11" X IF- nUj X X oc r/ 0 c ti 4c X WITH OPPOSED BLADE, DUCT MOUNTED X2 METAL-AIRE/TITUS 5000 /TDC 6x6 1202 X X X X FRN SQR TO RND ADAPTER eMETAL- AIRE/TITUS 5000/TDC 9x9 24x24 X X X X FRN SQR TO RIND ADAPTER RG- X TITUS 50F 18x18 24x24 X X X X 1/2-0/2-x1/2- CORE ADJUST REGISTER SO THAT IT DOES NOT e TITUS 300RL 18x10" X X X X DIRECTLY BLOW ON ANY LIGHT FIXTURES. R ADJUST REGISTER SO THAT IT DOES NOT 2 TITUS 300RL 16 "x6" X X X X DIRECTLY BLOW ON ANY LIGHT FIXTURES. EG -1 TITUS 50F 6x6 X X X X FRN SQR TO RND ADAPTER NOTES: 1. DIFFUSERS IN SURFACE MOUNTED COUNGS SWILL BE PROVIDED WITH OPPOSED BLADE DAMPERS. SEE ARCHITECTURAL. DRAWINGS FOR CEILING TYPES. 2. PROVIDE DIFFUSERS AS 4 -WAY UNLESS SHOWN OTHERWISE ON FLOOR PLAN. ELECTRICAL SUPPLY WITH WCATUCCTICUT CCAI I. V.f- \II IVI \TINT 11 VL.rIL THRU EQUIPMENT BASE. D0 NOT PENETRATE CURB) 1 -1 INSULATED FLEX DUCT - PROVIDE 117 SHORT RADIUS RIGID METAL ELBOW ' CONDENSATE I / I WHERE 18" R. FLEX ELBOW DRAIN LINE TO CANNOT BE MAINTAINED RECEPTOR I LOW VELOCITY DUCT I / \ I FACTORY WIRED INSTALLED ELECTRICAL F--- ---- ---- --T STRAP HANGER - - - DISCONNECT INYLONSTRAPFASTENER (TYP) L - -- - X RETURN AND y / 1 1/2" DUCT WRAP INSULATION AIR CONDITIONING UNIT SUPPLY AIR DUCTS HJ" SERIES UNIT SUPPLY AND RETURN AIR DUCT TRANSITION TO UNIT NOTE: MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT PRE - FABRICATED RUNOUTS TO SUPPLY DIFFUSERS = 5' -0 ". CURB BY OTHERS FLEX DUCT IS NOT ALLOWED ON EXHAUST, RETURN OR EXPOSED DUCTWORK. SIDE CONNECTION RE: M2 FOR _ - - DUCT SIZE I CEILING DIFFUSER CONNECTIONS (3),AIR CoNDzTz N.T.S. - / N.T.S. AIR CONDITIONING UNIT GAS UNE NOTE: WHERE APPLICABLE MOUNT AND INSTALL SMOKE DETECTOR. ONING UNIT DETAIL STANDARD CURB CAP, FASTEN PER MR' S RECOMMENDATIONS CA/\TADV IA OTAI ' rr1G CONDUIT ADE POWER TO WITHIN CURB ADE DAMPERS UST DUCT EXHAUST FAN DETAIL N.T.S. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These pianc have been reviewed for adherence to the apphca: ;,c codes and ordinance Auth )rization is ROUND TOP FEED hereby granted to issue a budding permit pending approval by all applicable City agencies. EXTERIOR DUCT WRAP IRMAV 3Nance or granting of a permit based on FOR CEIUNG SUPPLY G %KSval of these plans shall not be construed to it or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to or cancel the provisions of such codes shah be valid. ROUND TO SQUARE TRANSITION OPPOSED BLADE DAMPER GYP. BOARD CEIUNG CEILING DIFFUSER DETAIL N.T.S. rz w z 0 z 48 0 Cn Qa-o w Fy 5i Co m w U U W U U W z Z g 0 a CL U I. z O >- m . re M Ic z ®< ffi 8ixW6 * = %EiEaN 6 a °o z W0.= =I I .p 0. z 8 Z °Jpo >Z% ee ° 46 WI'0 6 05HEN, tn oln 0i1 6 U o 6lzg 886EwoWF.3o a o cNO a _ ? ° z a. ¢ ao :<o ZEiic-5 Q='1- o $ _ i'aaag W joWpB_,F' O NZjZSWln =N OWN_ z a4tUi 4i FO-° OD-N Zia °' a~. C°OFtr PE 1 WNQ Q UZmaaW Wfn - VaWWWG OV) tu> x W P Z wwaao azt- C? J Z O zwo vap J 0 ,LUz- a Cq Oa Z * aF•'mau. V DRAWING NUMBER WLA ITIr. 1 OF DRAWINGS V O J a) 0 h q T 00 LL1 cc Q 0) N T 0 O 0 as U C p tJ.. 00 co V CO U r Ise z o Cr j N M 0) DRAWING NUMBER WLA ITIr. 1 OF DRAWINGS V LL1 cc 0) N Z cc 8W 0.j z ~ CO jC CC 40 0 v~,0 - CO z MC 0 W zJV ZIF- nUj 0 z 00 oc r/ 0 c ti 4c 0 J Stp i- ccCDs t!0CCtQ 0 c IL C 0.C4 0 DRAWING NUMBER WLA ITIr. 1 OF DRAWINGS HVAC PLAN- SCALE: 1/4 " =1' -0" north TKEYED NOTES CD TRANSITION FROM FULL SIZE DUCT TO 24 "X24" THROUGH ROOF JOIST. FULL SIZE DUCT FROM UNIT THROUGH ROOF. TRANSITION TO 22"X20" 13ELOW JOIST. FULL SIZE DUCT FROM UNIT THROUGH ROOF. TRANSITION TO 16 0X16" BELOW JOIST. 4 FULL SIZE DUCT FROM UNIT THROUGH ROOF. TRANSITION TO 20 "0 BELOW JOIST. GENERAL CONTRACTOR TO UNDERCUT DOOR 1 ". REMOTE TEMPERATURE SENSOR. CONTRACTOR TO PROVIDE AND INSTALL. Q LOCATE THERMOSTAT CONTROLS ON WALL WHERE SHOWN AT 48" AFF. COORDINATE LOCATION WITH OTHER EQUIPMENT. CONTRACTOR TO PROVIDE AND INSTALL. GD 8" DIA. EXHAUST AIR DUCT UP TO EF -1 ON ROOF. Q MANUAL VOLUME DAMPER. 10 4" TYPE "B" FLUE VENT TO WATER HEATER. 11 22"X20" OPENING ON TOP OF DUCT WITH 1/4" WIRE MESH. 3550 CFM OF RETURN AIR. 12 8" ROUND RIGID DUCT DOWN TO DIFFUSER. 13 RUN DUCT WORK UNDER STRUCTURE TIGHT TO BOTTOM OF JOISTS. 14 MAKE TRANSITION TO BELOW STRUCTURE. 15 RUN DUCT WORK BETWEEN JOISTS. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of suchcodesshallbevalid. w z 0 z O J n 0 F m N Cc Lj W w w Ldz z o a v Z o 0O m cn Q N Oz ® F o2 Ot7it aJaOt9i va w$ °F -$ o rrinaoH ok'a Z oW'o i WOm`'i 6wNNZ Z WZ oZP' .ogQQ Z °`J` in- 6w o =oZ y1 Q- OO 5= MX066 a,VWw'a ad q aj LU o - zZ" Z6 Oa oF o- M w wMOMvr5 U a O OSwS iF tZriZj °5 g yFOWZNZ_ 2 aaWZVW F Q® F~H NwN aS K jOoOfQp ppWm QQ jgqO.a° a a Nzg p4 0 ww Ig f oPn Qtam * W 29 iLl N lift IWeTWZOwaOM—:Zgw 4F U , r 3 tZiFZ iiatTi3 < °°iti DRAWN BY DATE CDP 03 -09 -05 CHECKED BY DATE MJA 03 -09 -05 JOB NO. 039- 003 -02 -04 DRAWING NUMBER M=2 1 OF DRAWINGS V w O o Z zei cc V 1- Z O Z F:32M M a =^M F- ch o ° j13NZ.. w •-p =Q aicorn co C C O Q T O V O) DRAWN BY DATE CDP 03 -09 -05 CHECKED BY DATE MJA 03 -09 -05 JOB NO. 039- 003 -02 -04 DRAWING NUMBER M=2 1 OF DRAWINGS V O A w cc V O Z uj i o r aicorn co C C Q T O i O) O Co U U- p co 0 C CO W U CO U r vy Z r CC CC 0 O CZ QQ! Z ., o. 1- N :3 V! t 9-j 0 cZ J a m 11. CC 0440 DRAWN BY DATE CDP 03 -09 -05 CHECKED BY DATE MJA 03 -09 -05 JOB NO. 039- 003 -02 -04 DRAWING NUMBER M=2 1 OF DRAWINGS V A w cc V O Z Ncj 4W LU W 0.j L6 JW Uj 04 J ca1W0 0 y Z CC CC 0 ot W? Fv' Z ., o. 1- Z ca t0cc 0 9-j 0 cZ J a m 11. CC 0440 A. o0CccQ0 DRAWN BY DATE CDP 03 -09 -05 CHECKED BY DATE MJA 03 -09 -05 JOB NO. 039- 003 -02 -04 DRAWING NUMBER M=2 1 OF DRAWINGS ROOF HVAC PLAN SCALE: 1/4 " =1' -0" nortri APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Autnorizahon is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordnance. No permit presumed to give authority to vlolate or cancel the provisions of such codes shall be valid. J Z Lu w P W 2 o ce W cc a=<x C. z O F- E oLL °"UZ-- I rljj timau. Z 2 0 C cs Z 3 O C L1J O J cc ja CO V V T- n cz F m LLIt We to N U W 0 Aq* (3 12 -18 -03 V1 CcZ 10..05C 003 -02 -04 rDATE UMBER A ZZ w WW®F= U) U U Zd j Or Zd Z V 4 U S U zZ cc Z Z W d d U Lj Z O o 0 M C.7 ul 02$ >-RW4W y8W4j Zw Mt3 a 5W6Xw9 * pN2F 0V7 4. 5<08dJG'.p 6rt "R6g 65i -Ro ova Z z JU z° y¢ BQ UWfA3 6WOVf 6 0SF ~ ° wy owe csi a5zma4zi w q Mjj xx SSTIiOzycfi WOtyjQN :3 0 6 gg vwiOW`g8-<7d'o° o y LZ' ZZ< d zo 9 a °<% o 6 A o¢¢o oWI3 FR 80 F-t liz q09H0f=z Z a X6:ui3Qa 3zd =e3a`v_i W Za ;98 9maaWa CL ww NempSi W2F%<= W20 Y (n J Z Lu P W 2 o ce W cc a=<x C. Z 0 JZOMr C4) F- E oLL °"UZ-- I rljj timau. Z 2 0 C cs U C J Z Q o ce LLI C. W N F- E 00 O c Q T O 2 0= C U CO to O C L1J o 00 U cc ja CO V V T- n cz Zc0) LLIt We 12 -17 -03 N 0 Aq* (3 12 -18 -03 V1 CcZ 10..05C 003 -02 -04 rDATE UMBER Z Q LLI C. W N F- O O CO) F* 0= z Uj 3 L1J o cc 0"j 0 1 LLIt We 12 -17 -03 Y DATE Aq* (3 12 -18 -03 V1 CcZ 10..05C 003 -02 -04 rDATE UMBER A ZZ w WW®F= 00 a 44 0 44 Zd j Or ZdO d V 4 d Wc04C 0 IL C4 Z Q to C. F- W F* 0= z 3 0 o cc oc0 12 -17 -03 Y DATE 12 -18 -03 003 -02 -04 rDATE UMBER DRAWINGS r ` l 7 P'ERF'ORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 . PERF -1 G NERAL INFORMATION ATE OF PLANS 133fl 4JO51 PUILDING CONDITIONED FLOOR AREA 3,986 Sgxi. CLIMATE 2011E 10 UD.DNG TYPE ® NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTELMTEL GUEST ROOM RASE OF CONSTRUCTION ® NEW CONSTRUCTION ADDITION ALTERATION EXISTING + ADDITION STATEMENT OF COMPLIANCE is Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and of the State Building Code. This certificate applies only to a Building using the per4Mpce compliance approach. OCUMENTATION AUTHOR NATO BgATE X27 e Principal Designers hereby certify that the proposed buildi g design represented in No co ction documents and mode8ad or this permit application are consistent with all other forms and warksheets, specifications and o er calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 4,, Part 6. ENV. LTG. MECH. F]Qi 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. 1 affirm that I am eligible under the prmisions of Division 3 of the Business and Professions Code Section 5637.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. 3. 1 affirm that i am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pusuant to Business and Professions Coda Sections 5637, 6638, and 6737.1. (These sections of the Business and Professions Code ae printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures COMING EQUIPMENT TYPE COOLING EQtJIPMENT EFFICIENCY ENV- Required Forms RIN LEtOPE DESIGNER -NAt> SIGNATURE 1G Z' 1 Q TE its. LIGHTiNG CO LIANCE Indicate location on plans of Notre Black for Mandatory Measures Lighting, Compliance Not In The Scope Or PIPEMICT INSULATION PROTECTED? Required Forms IER- PRINCIPAL LIGWFING DESIGN NAME SIGNATURE Nt). fTE Controls MECHANICAL COMP111MCE Indicate location on plans of Note Block for Mandatory Measures EnergyPto 3.1 By C-nergy8oft User Number: 5637 Job Number: COS -8010 Pa eS of 14 fq ECH -2 MECH -3RequiredForms CiP L MEC ANICAL DESIGNER- NAME SIGN URE tip IC. Ho. n32 0 TE tz3j F 0nn,m..a.n 2 a 6v EnerowSoft User Number. +637 Job Number. C05-8010 _ Page? of 14 CERTIFICATE OF COMPLIANCE Performance MECH -1 VGYrlz11r 1 , ..r.V YNV Y 1i. . y. • __ __ _ _ _ - - MECHANICAL SY5TtM SYSTEM NAME DHbU Heater AC -2 AC -1 NOTE TO FIELD TIME CONTROL SETBACK CONTROL ISOLATION ZONES rravrna1Y rll N "Im 4 AL:TY1r9iYiGi`I Y Y" "+alYiY' Y 111L1 v:7 Y Y Y Y Y ELECTRIC HEAT? FAN CONTRA - VAV MINIMUM POSITION CONTROL? SIMURTANEOUS HEATICOOL? ELECTRIC HEAT? COOLING SUPPLY RESET HEAT REJECTION CONTIEWL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN U.A. CFM MIRM COLIAt09 HEATING EQLNPMENT TYPE ttEi:11IN6 E - PNIEW EFFILIEWr COMING EQUIPMENT TYPE COOLING EQtJIPMENT EFFICIENCY MAKE AND AWDEL NUMBER PIPE 94SLILATION HEQL91ED? ECONOMIZER HEATING 11LICI LOCATION LUE R'IiALMECOOLINGDUCTLbCA71ON t SPACE- 1 nj , Na I AO SMITH ELJF -O6* 1 nla I nia nla Programmable Switch nla r.. 1ii 511 nta Constant volume No No ConstantTem nta Air Balance Auto 398 cfm Gas Furnace 83% Af UE 1.1.0 EER 0HUMNLn Yes Yes Ducts in Attic 4,2 Ducts in Attle 4.2 No CODE TABLES: Enter code from table below into columns above. Run Initiation Time: 03/08/06 08,4429 Run Code: 11102913899 EneravPro3.1 ey Energysoft User Number. 6937 Job Number.008 -8010 Pagers 61 14 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 I ANNUAL SOURCE ENERGY USE SUMMARY kEltuis ft- ir I AT Pty THERMOSTAT? Y. Yes TiME CONTROL SETBACK CTRL!-. ISOLATION ZONES FAN CONTROL Building Orientation Number of Stories IYUIIlucl Uf.T y5Le111n Number of Zones ELECTRIC HEAT? S: Prog. Switch O: occupancy Sensor M: Manual Timer Heating Cooling B. Both Enter Number of isolation Zones. 1: blot vanes P, Variable Pitch V, WD O: Other C: Crave VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT 1 COOL? HEAT AND COOL SUPPLY RESET? N: No VENTILATION OUTDOORDAMPER ECONOMIZER O.A. CFM HigH EFFICIENM r Balance C: Outside Air Cart. NE out. Air Measure D: Demand Control N: Natufal 6: Grm tyr Water Not Required Economizer antral See SectiH 144 e 3 r Outdoor r This sh all be no than CoL H onIc3. PIPE Nt5ULAT10N It3ED? PIPEMICT INSULATION PROTECTED? SEALED DLICT'S N CHLINGROOF SPACE? and the building, and shag be weatherstripped (excW for unframed glass doors and Forluildina Devartment s• Only Run Initiation Time: 03/08/06 08,4429 Run Code: 11102913899 EneravPro3.1 ey Energysoft User Number. 6937 Job Number.008 -8010 Pagers 61 14 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 I ANNUAL SOURCE ENERGY USE SUMMARY kEltuis ft- ir Standard ENERGY COMPONENT Design Space Heating 2.06 Space Cooling 45.01 Indoor Fans 44.71 Heat Rejection 0.00 Pumps & Misc. 0.00 Domestic Hot Water 36 Lighting 46.21 Receptacle 15.28 Process 51.86 TOTALS: 242.03 Percent better than Standard. Proposed Compliance Design Margin 2.99 -0.83 42.83 2.1 B 46.6 -1.95 0.0 1100 0.00 1100 35.9 1.05 1 45.21 0.00 1 15.24 0.00 0.00 241.73 0.35 0.1% 0.2% exclu*2 process) BUILDING COMPLIES GENERAL INFORMATION FnminS TVpa with the CeWOmle $ual" Standards for Insulting material, Tale 20, Chapter 46 Article Building Orientation Number of Stories IYUIIlucl Uf.T y5Le111n Number of Zones 1 1 Conditioned Floor Area 3 9 sgft Unconditioned Floor Area 0 IMiultiulredFootpritItArea I_ 31y°9Xq& Locai:lon ! Comments 3 115 0.83 Oflontation Front Elevation Mort Left Elevation E Rear Elevation Sout Right Elevation Total Root Grace Area GNxhw Area Glaxino 1,414 sgft. 632 sqn. 664 sqn. Be sqe. 329 sgft. 0 sgft. 452 ayft, 0 rgfl. 859 agtt, 718718 agrt, I 9.995:gs. 1:=-0t• Ratio and smoke densky reaulrements of Sections 2602 and 707 of Title 24, Peet 2. Fahrenhet, or wdhil HVAC eq<nprfmnt, shall be insulated in accordance with 44.7% 12.9% aft via% 25.196 SIR sA7 Standard Proposed Lighting Power Density 1.5 wkqtt. 1,044 wm t Prescriptive Env. Heat Loss 869 DWI% 1,341 stulh Prescriptive Ent;. Heat Gain 53168 etum -F 123,432 Blum -F 11 EE : TMrnergW N Almosphow credit Savings vs. Title 24 0.20% Energy Performance Credif o Points 1. •eNUdYlproa,uandroa l.aM .wvL Oiedlo8- cor8d go and the building, and shag be weatherstripped (excW for unframed glass doors and Shell Frame Wall Controls Remarks: Run Initiation Time: 03108415 0S A4:59 'Run Code: 111029609 EnergyPto 3.1 By C-nergy8oft User Number: 5637 Job Number: COS -8010 Pa eS of 14 E MANDATORY MEASURES ENV -MM DESCRIPTION Designer Enforcement 110(x) Installed Insulating Material shall have been certified by the manufacturer to comply Surt ace Typo FnminS TVpa with the CeWOmle $ual" Standards for Insulting material, Tale 20, Chapter 46 Article f ac- Act. Aim. The Room "btflcetBackroomrrollet rooms: Premium Eft' 0.04 BHP E austFan Motor has been s ackled. Locai:lon ! Comments 3. 115 0.83 118(c) All Insulating Materials shall be Installed In compliance with the flame spread radN SR and smoke densky reaulrements of Sections 2602 and 707 of Title 24, Peet 2. Fahrenhet, or wdhil HVAC eq<nprfmnt, shall be insulated in accordance with 4 117(s) All Exterior Joints and openings in the building that are observable sources of air starmart15'."o -ion -21 0.83 leakage shall be caulked, gasketeA weatherstripped or otherwise sealed. SIR sA7 t1a(b) Site constructed Doors, VAndows and Skylights stall be caulked between the urdt SeCUOW 601, W3 and 004 of the Uniform Mechanical Code. go and the building, and shag be weatherstripped (excW for unframed glass doors and Shell Frame Wall Controls 122(e) Each space conditioning system shall be installed with one oflo fdiowft fire doors). 116(e)4 Manufactured Doors and Windows Installed shall have air IdiNratknn Fetes not 21 0.146 exceeding those shown in Table Number f -E. of the Standards. Manufactured manufacturing facilities (and all others not explicitgf exempt from the 11 A.1 fenestration products must be labeled for U -value according to NFRC procedures. requirements of Section 112 (d)) shalt be installed with an aullxtmtic time switch QSR 4 with an accessible manual override that allows operation of the system during 416(e) Demising Walls in NoFweek*Miai Bumn9s: 046 off -hours for up to 4 hours. The time switch shrill be capable of programming The opaque portions of craned demising walls in nonresidential buildings shall have 0 different schedules for weokdays and weekends and have program backup InsuiaUon with an installed Rmdue of no less then Rr11 between franbng members. Shell Roof capabilities that pfevent the loss orthe device's prgram anittime selift for at 5 Pall Energypro 3.1 By Energy8oft User Number: 6937 Job Number.-C68-8010 Pa e:10 of 14 PERFORMANCE CERTIFICATE OF COMPLIANCE - Part 3 of 3 PERF -1 the adequacy of the justification, mull may reject a htdiding or design that edrervise compies based on the adMIKIr or mac sl and dnn..mn.>&thn 5a.lhMi"nrh 01. Field The HVAC Svstem "CARRIER 46HJD007 Can on Hills)" includes an conomlaer. TNs system has a coolina outputK 76,000 btu 1 or a Enforcement R'e cA85 rn'CARRIER 40HJD007 Can n Hills): Premium Or, 1.20 BHP Supply Fan Motor has been specified. Surt ace Typo FnminS TVpa 111 Any appliame for which there is S California standard established in the f ac- Act. Aim. The Room "btflcetBackroomrrollet rooms: Premium Eft' 0.04 BHP E austFan Motor has been s ackled. Locai:lon ! Comments 1.190 115 0.83 115Ce) Fan type central turnaces shall not have a p" kht. SR 123 Piping, except that comreAngfiuids at temperatures between 60 and 185 degrees Fahrenhet, or wdhil HVAC eq<nprfmnt, shall be insulated in accordance with 4 Shell CMUWall starmart15'."o -ion -21 0.83 Nall SIR sA7 124 Air handling duct systems shall be installed and iniuMed in cornphaace with SeCUOW 601, W3 and 004 of the Uniform Mechanical Code. go W Shell Frame Wall Controls The exceptional features Wed In this performance approach applicatimhowsfrecSicto bow FwAw d. AdequaW to to juetrh>atlw_Sad documentation for their use hmm been praWdeid by the applicant. Authorized Signature or Stamp Run Initiation Time: 03MA06 08:4419 Run Code: 11102HSN EneravPro 3.1 By EnergySat User Number. 5687 Job Number. COdS010 _ Page4 of 14 E MANDATORY MEASURES Part 1 of 2 MECH -IMM DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies Surt ace Typo FnminS TVpa 111 Any appliame for which there is S California standard established in the f ac- Act. Aim. Appliance Efficlemv Regulations will comply with the applicable standard. Locai:lon ! Comments 1.190 115 0.83 115Ce) Fan type central turnaces shall not have a p" kht. SR 123 Piping, except that comreAngfiuids at temperatures between 60 and 185 degrees Fahrenhet, or wdhil HVAC eq<nprfmnt, shall be insulated in accordance with 4 Shell CMUWall starmart15'."o -ion -21 0.83 Nall SIR sA7 124 Air handling duct systems shall be installed and iniuMed in cornphaace with SeCUOW 601, W3 and 004 of the Uniform Mechanical Code. go W Shell Frame Wall Controls 122(e) Each space conditioning system shall be installed with one oflo fdiowft boor one 21 0.146 122(e)1A Each space conditioning system serving building, types such as offices and manufacturing facilities (and all others not explicitgf exempt from the 11 A.1 I Singla Metal cNearnsfatill requirements of Section 112 (d)) shalt be installed with an aullxtmtic time switch QSR 4 with an accessible manual override that allows operation of the system during ood 046 off -hours for up to 4 hours. The time switch shrill be capable of programming 0 0 different schedules for weokdays and weekends and have program backup 113(6)96 Lavatories In restroome of public focMfts shall be egtdpped with controle to ilrrdt the outlet temperature to 110 degrees F. Shell Roof capabilities that pfevent the loss orthe device's prgram anittime selift for at 5 Pall least 10 hours if power Is Interrupted; or 229 0.090 122(e)1R An occupancy sensorto control the operatlingperhad atom sy or 90 7 Window Shell Frame Wall 122(e)1c A 4 -hour timer that can be manually aperated.to cwtrd the opera ft period of 25 all ood_ 150 the system. 8 '1Mndow rnsldm n of 6.76 gaaons per minute. 122(e)2 Each space conditioning system shall, be Installed MU contras that tamporarilly 1.190 2 restart and temporarily operate the system as required to nv*Aah a setback 31 le Metal Clear Default aln Sales heating andtor a setup ding thermostat selpgioL a5 0,361 205 go F] 122(g) Each space conditioning system serving muWpte zones with a combined Shell CMU Wall conditioned floor area more than 25,0p0 ware, feet shat he'fouidedwith 8 oaf Isolation zones. Each zone: shall not exceed 20,000 square feet; shall be 665 0.044 provided with lsotatl M devices, such as uahms er danWers, that allow the sappy 0 eta of heating or cooling to be setback or shut off. Irldependwiy of other lsolaAbn Shell Roof wlcallin OtflceisackroomtTollet areas; and shall be controlled by a tbrle control dwice as desatbed Show. Nall ood 122Ca&b) Each space conditioning system shall be cantr4ded by an kwWAdual thermostat 0.090 295 that responds to temlierature•wthin the zone., 'Where used to control heating, the Shell Frame befall Omcell9ackroomfrollet control shall be adjustable down to 55 degrees F or k war. For cooling, the control shall be atoustable up to 85 degrees F. or higher. VMhere used for both ood 272 heating and coaling, the control shall W capable of prorid" a deadbeat of d 0 0 least 5 degrees F within which the supply of hettirg and rmalirg is shit off or Shell Roof reduced to a rninimum. 11 all 122(c) Thermostats shall have numerle aMpoints In degrees Faiuedneq (l) and 403 0.090 adjustable setpohht steps accessible onlyto authorized personnel. 90 112(b) Hog pumps shall be Waited with controls to r4udanli electric resistance Shell Frame Wall plain Sales supplementary heater operation when the hedtim head can be met brow heat all ood pump alone. 0.090 295 2nergyPro 3'.i By GmerayGoft User Number. 6537 Job Nu Iber. C05-6010 Pagel I of 44 ENVELOPE COMPLIANCE SUMMARY PerFormance. ENS -1 PROJECT NAME DATE Canyon Hills Gas Station Car Flash & QSR 3/812005 OPAQUE SURFACES Area Surt ace Typo FnminS TVpa Area f ac- Act. Aim. Solar Gains Tilt YIN Form 3 Reference Locai:lon ! Comments 1.190 115 0.83 Single Metal Clear Default i8li SR 90 -W- ndow 4 Shell CMUWall QSR 0.83 Nall SIR sA7 n rign I 1,i go W Shell Frame Wall QSR 3 boor one 21 0.146 115 90 11 A.1 I Singla Metal cNearnsfatill Insulated Metal Door QSR 4 oof ood 046 0.051 0 0 OC 0O 113(6)96 Lavatories In restroome of public focMfts shall be egtdpped with controle to ilrrdt the outlet temperature to 110 degrees F. Shell Roof QSR 5 Pall ood 229 0.090 25 90 7 Window Shell Frame Wall QSR 25 all ood_ 150 a 8 '1Mndow rnsldm n of 6.76 gaaons per minute. 93 1.190 2 31 le Metal Clear Default aln Sales ccco4O IlLNZ0 a5 0,361 205 go X Shell CMU Wall Offic0l3aGliroomiToilet 8 oaf ood 665 0.044 0 0 eta Wn Sales Shell Roof wlcallin OtflceisackroomtTollet 9 Nall ood 332 0.090 295 90 Shell Frame befall Omcell9ackroomfrollet 10 Roof ood 272 0.051 0 0 Shell Roof Main Sales 11 all ood . 403 0.090 25 90 Shell Frame Wall plain Sales 12 all ood 48 0.090 295 90 Shell Frame Wall Main Sales Door 4one Insulated Metal Door Main Sales Exterior Shade Type SHGC aw Het. 1fdd. Overhang Left Fin Dist. Lon. H t. Right Fin Disk Len. HLon. 1-19t. LExtRExt. None 117F3_ 6 None 0.76 r I Check bout If Building Is y= 100,000 scift of GFA and >= 1 u,uuu sgavemcal glazing men Iwt Ku k;ernrlcauon.' ls raquq ruiwvvrrF Type u Area Fac. Act Aim- SHOO Glazing Tape Location f Comments 1 ndow 86 1.190 115 0.83 Single Metal Clear Default i8liSR rY172en AN orsait! ventilating wlestems shell be provided with automatic or readily accessible marpwW opecated dampers in all spenings t o the outside, except for combustion air ndow 4 1,123 75 0.83 Sincile Metal Clear Default SIR Co 9 v 12IM2 Outside Air Certification; The wpostern shall provide the minknum outside air as shown an the madmisel drewkrgs, and shall be measured and certMed by the LL Installing lk=v*W C49 mechanical contractor and certUied by (1) the design o rnochan" wogineer, (3) the Installing Iicenced C-20 mechanical contractor, or (3) the person wNh overall responsWai4 for the design of the ventilation wystem; or mnwv rm 1 1 i;in I r, 11 A.1 I Singla Metal cNearnsfatill co 5 ndow Service Water Heaiin8 Systems 1 0-80 Single Metal ClearDefault. OC 0O 113(6)96 Lavatories In restroome of public focMfts shall be egtdpped with controle to ilrrdt the outlet temperature to 110 degrees F. 6 Window 25 250 1.250 25 0.80 Slnclle Metal Clear Default Main Sales i V 7 Window 70193 1,190 25 0.83 SinQle Metal Clear Default ain Sales C' 8 '1Mndow rnsldm n of 6.76 gaaons per minute. 93 1.190 2 0.83 31 le Metal Clear Default aln Sales ccco4O IlLNZ0 9 ndo 1.190 2 0.83 Sln le Metal Clear Default aln Sales of 2A gallons per alrir rbe, and 0.511 pallonslcyele (;ran- eircuia(ing system). Sell- dosing vaires. and outlet devices that limit the flow of hot water to a rnaidmurn eta Wn Sales controls). 77 1.190 0.83 Single Metal Clear Defauft ain Sales E RIOR Exterior Shade Type SHGC aw Het. 1fdd. Overhang Left Fin Dist. Lon. H t. Right Fin Disk Len. HLon. 1-19t. LExtRExt. None 117F3_ 6 None 0.76J7None0.76 10.0 .6 0.1 2.0 0 0.1 2.0 0 None 11 None 0.76 10.0 .6 0.1 2.0 0 0.1 2.0 0 Run Initiation Time: 108/06 08:44:69 Run Code: 1I IM6699 EnergyPro&i by SnernSoft User Number. 6837 Job Number.CW -8010 Faiiefl of 14 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH -MM Desch tion Designer Enforcement Ventilation 111111111 WLU z 121(s) Co- m i snarl be provided to amw ou tskb air dampers or dwices to be operated at the ventfaow isles as specified m these plans. J W CC w `Q z ti 122to Gravity or sulomew dampers uteri cked and closed on fan shutdown shall be provided on the outside air trnakes and dischargee of all space conditioning and O exhaust systems N rY172en AN orsait! ventilating wlestems shell be provided with automatic or readily accessible marpwW opecated dampers in all spenings t o the outside, except for combustion air a$ aTo o) 121MI Air 8slambW The system shwa be balanced in accordance with the National Environmental Babadng eu s u (moo) Procedural Standards (1863), or Assedded Air rtsialhce Cousrell (AABC) Naltlor d Standards (1969); or O Co v 12IM2 Outside Air Certification; The wpostern shall provide the minknum outside air as shown an the madmisel drewkrgs, and shall be measured and certMed by the LL Installing lk=v*W C49 mechanical contractor and certUied by (1) the design o rnochan" wogineer, (3) the Installing Iicenced C-20 mechanical contractor, or (3) the person wNh overall responsWai4 for the design of the ventilation wystem; or i21(gs Outside Air Meavrrremnerk: The system shall be equipped with a coMbrated local or fermate device capable of measuring the quantity of outside air on a coutinuous T- U? Z basis and rispl *W that quen ft on a reaft accessible display divice; or LL® co 121M4 A"ther method approved bytis Comm. Service Water Heaiin8 Systems IC 4W 113(b)2 N a circulating hd water system Is Installed, it shall have a control capable of automelicWturnbhg off the drariathng purrs) when tot water Is not required. en OC 0O 113(6)96 Lavatories In restroome of public focMfts shall be egtdpped with controle to ilrrdt the outlet temperature to 110 degrees F. i., N 003 113(b)9C Lavatories In restrowns of public Winkles shall be equipped with one of the yZ or I W Q0 feaowi g: i V f- Outlet deHces that ilrnll fire now of hot meter to a maximum of 0.5 gallons per go rrride. 10 LU N9 Not scbu fed contra values, and oa tiat devices that urnit the flaw of tot water to a C' itg4 rnsldm n of 6.76 gaaons per minute. t! Pr+o imigrsensor actuated control valves, and outlet device* ihat limit the flow of hot d4C 0tic caster to a maximum of 0.76 gallons per milnuts. ccco4O IlLNZ0IL Self4dosing values, and outlet dedoes that RmIt the flow of hot water to a rnardmum of 2A gallon per miruuta and L26 QIlons*da (circulathp mmlem). Self - closing nhws, and oratlet devices that limit the flow of hot water to a maidnnan of 2A gallons per alrir rbe, and 0.511 pallonslcyele (;ran- eircuia(ing system). Sell- dosing vaires. and outlet devices that limit the flow of hot water to a rnaidmurn of 2S gallons per rnir rtey and x.76 pellonstcyrde (foot switches and proxirnty sensor controls). Ener ro 3.1 Ely EnerwSoff User Number. 6937 1:no =ArIQQ Pa e92 of 14 aw l I F AZEKAS & ASSOCIATES, INC. BY - DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Autnorzatlon is hereby granted to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of suchcodesshallbevalid. w z 0 z oJCn 0_ tt o 1 U m ( 5 U Wc nCr- cc Z Z a 0- o Z Q a oO CM N iZ1 a z ®< wg ,Iniw R zou ov, -m ac Z Q: M Z? -OZy 7 .CVO 00C 6S~ y4 O 10 UP F -72 tea: Wp V adz! F wpYO,.fA <vim Qy j alI ddpopp awiNWa,Va.J 7urofl paZZ a In F" oa-W0ftX00, -mzo Z maav3$wb Wo-00 ooQ on-Ha oWrzi zoW K7 Cs 0BW, < *% UoupEEt o frz_:z w a p- 0° dam a t3a SSaa,, ,pQp,,11Zi =ziioo`a3W FrJlQhrn6 K J e. i(! 111111111 WLU z O J W CC w `Q z ti tszh`+u`ni J z 0 O r N ZLLO U3uiZ a$ aTo o) O Co v J e. i(! O J O ti w O r N a) (00) aTo o) Co C) LL co s o a, 00 Co 0 T- U? Z LL® co Z CD IC 4W co ` CL en OC 0O i., N 003 IL yZ or I W Q0 i V f- r- r V Z Z DRAWING NUMBER M=4 1 OF DRAWINGS i(! V w u c N O cc J W O.J Z LL® i Ul cc IC 4W O OC 0O IL yZ or I W Q0 i V f- r- r V Z Zgoz10LU N9 C' itg4 CzI t! O'd' Z d4C 0tic IL OC ccco4O IlLNZ0IL DRAWING NUMBER M=4 1 OF DRAWINGS SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS PART 1 - GENERAL 1.1 SUMMARY A. Labor; materials, tools, and services for a complete installation of equipment and system contained in the Contract Documents. B. Principal features of the work included are: 1. Heating, ventilating, air conditioning systems, controls, and mechanical system insulation. 2. Roof curbs for HVAC systems, intake hoods, louvers, supply fans, and relief vents furnished aril set under this Division. 3. Plumbing system and related piping insulation. 4. Domestic water piping, valves, connections and related piping insulation. 5. Limited area fire protection (sprinkler system). 6. Refrigerant piping, connections, refrigerant and refrigerant charges. 7. Excavating and backfilling for mechanical work; coordinate with Section 02300. 8. Anch ©r bolts, sleeves, supports and similar items to be built into concrete or masonry. . 9. Preparation for testing and balance of mechanical systems and correcting deficiencies. . 10. Preparation and submittal of shop drawings and product data. . 11. Maintaining a record set of bluefine prints and marking them to indicate locations of concealed items, and deviations made to suit conditions and production of mechanical as -built (record) drawings. . 1.2 JOB CONDITIONS A. Submittal of bid implies bidder has read applicable paragraphs of the specifications and will be bound by their conditions. 1.3 LOCAL CONDITIONS - A. Conform with local conditions. Coordinate with local utilities on size of utility services. ; 1.4 INTENT A. The contract documents (drawings and specifications) describe the mechanical work of this project. Any item mentioned in one part shall be as binding as though mentioned in both. B. The contract documents form a guide for a complete mechanical Installation. Where an item is reasonably necessary but not specifically mentioned, such as duct hangers or transitions, piping offsets, drains, etc., for a complete system, provide same. C. Mechanical layouts indicated on drawings are diagrammatic only. Exact locations of ducts, pipes, and equipment shall be governed by the drawings of related trades and/or site specific conditions. 1.5 DEVIATIONS A. No deviations from specifications and drawings shall be made without full knowledge and written consent of Construction Manager. B. Should Contractor find, during progress of work, conditions which dictate a modification of any particular requirements, report such item promptly for decision or instructions. Modifications made without the Owner's approval will be at the Contractor's expense. 1.6 QUALITY ASSURANCE . A. Comply with all applicable local, state and federal codes. B. Comply with all applicable requirerrients of recognized industry associations which promulgate standards for the various trades. C. Employ only qualified journeymen for this work. Employ competent, qualified mechanics to supervise the work. 11 CODS AND STANDARDS A. Perform work specified in Division 15 in accordance with all applitable codes and standards fisted below, and such standards that may be specified in other sections. When these specifications are more stringent, they take precedence. In case of conflict, obtain a decision from the Construction Manager. : 1. NFPA 54: National Fuel and Gas Code. 2. NFPA 90A: Air Conditioning and Ventilation Systems. 3. NFPA 101: Life Safety Code. 4. Applicable State or City Building Code. 5. Applicable State Mechanical Code. 6. National Standard Plumbing Code ( or Applicable State Plumbing Code). 7. Handicapped Code ANSI Al had wall.917.1 and ADA 8. Applicable State Energy Code. 9. AGA ::American Gas Association. : . 10. ANSI: American National Standards Institute. 11. ARI: American Refrigeration Institute, 12. ASNRAE: American Society of Heating, Refrigeration and Air Conditioning Engineers. 13. ASME: American Society for Mechanical Engineers. . 14. ASTM: American Society for Testing and Materials. 15. MSS: Manufacturer's Standardization Society of the Valve and Fitting Industry. 16. NEMA: National Electrical Manufacturers' Association. 17. NFPA: National Fire Protection Association. 18. SMACNA: Sheet Metal and Air Conditioning Contractors' National Association. 19, UL: Underwriters' Laboratories, Inc. 1.8 COORDINATION A. Carefully examine specifications and drawings to be thoroughly familiar with items which require plumbing or HVAC connections and coordination. B. Coordinate with other Divisions to leave proper chases and openings. Place outlets, anchors, sleeves, and supports prior to pouring concrete or installation of masonry work .. 1.9 SUBMITTALS A. Submittals are only required for specific items of equipment or material listed in individual sections of these specifications. B. Within 15 days after award of contract for this work, submit a list of proposed manufacturers (of equipment or material to be used) for approval. Submit this list before submittal of shop drawings and product data, and obtain approval before submitting required items. C. Shop Drawings (Not required for Owner furnished equipment, if arty). 1.10 DELIVERY AND STORAGE A. Inso €ai as possible, deliver items in manufacturer's original unopened packaging. Where that is hot practical, cover items with protective materials to keep them from being damaged. Use care in loading, transport, unloading, and storage to keep items from being damaged. Damage caused by a failure to protect items may require damage to be corrected at Contractor's expense as determined by the Construction Manager. . B. Store items in a clean, dry place, and protect from damage. 1.11 iR niyNNGS A. Materials used anywhere in the work must have NFPA ratings as follows: 1. Flame Spread - Not over 25. 2. Smoke Developed - Not over 50, 3. Fuel Contributed - Not over 25. B. Materials shall be 'Self Extinguishing." 1.12 PERMITS AND FEES . A. Obtain, pay for, and deliver permits; certification of inspection, and other such items required by the authorities having jurisdiction. Deliver certifications to the Construction Manager prior to Final Acceptance of the work. An inspection certificate for each class of work requiring Inspection must be submitted, prior to or with the final payment invoice. The responsible trade Contractor must make application for the inspection, coordinate same and pay the required inspection fee. 1.13 EXTENDED WARRANTIES iA. Work furnished under the Contract shall be warranted against defects in workmanship and (Contractor furnished) materials tot a period of not less than one (1) year, or as otherwise specified, from the date of Final Acceptance of the installation. Defects of workmanship developing during this period shall be remedied, and defective material replaced, without additional cost to Owner. When defects in a Trade Cohtractoes work causes damage to the work of other Trade Contractors, such damage shall be repaired by the Trade Cohtractor causing damage and work restored to Its original condition, at the expense of the Trade Contractor that caused the damage. PART 2 - PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Within the Contract Documents relating to mechanical work, manufacturers' names, catalog numbers, and other proprietary references to materials and equipment are made. Such references are made to establish the standards of quality and type required, and not to limit competition, Acceptable manufacturers of competitive products are listed in applicable sections as "approved equals ". Reasonable requests for substitution or additions to "approved equals" will be considered, but the Construction Manager will be the sole judge of acceptability of items proposed as substitutes. Failure to obtain Construction Managers approval shall be at Contractor's expense. B. Materials and equipment used in carrying out these specifications shall bear UL or other recognized testing laboratory label when such Libels are available. PART 3 = EXECUTION 3.1 LOCATIONS A. Mechanical layouts indicated on drawings are diagrammatic. Exact locations of ducts, pipes, and equipment may vary because of conflicts with wotk of other trades. Work out conflicts where relocations will not affect operation or appearance of systems. B. Locate equipment requiring periodic servicing so that it is readily accessible. Do not back up service sides to walls, nor plate it too close to other equipment to make service impractical. Equipment service clearances shall meet minimum acceptable distances as recommended by equipment manufacturer. . 3.2 UTILITIES EXCAVATING AND BACKFILUNG , A. Perform trenching, excavating, baCkfilling for mechanical work in accordance with Section 02$00 and as set forth below. 1. Perform work necessary for installation of mechanical /plumbing utilities. 2. Depth of excavation to provide a minimum of & above top of pipe. Excavation to be carried to a depth of at least 6" below bottom of pipe elevation. Fill below pipe (61), around pipe, and a minimum of 12" above pipe with sand or Class "B" crushed stone tampeO. firm and even. Separate topsoil during excavation. Final layer of dirt (12" minimum) to be topsoil. Trenches to be at least 18" wider than pipe with batterboards placed every 26. Backfihing shall be done to exclude use of rock or stone above sand or crushed stone. 3.3 CUTTING AND PATCHING A. Repair or replace routine damage,caused by cutting in performance of contract. B. Correct unnecessary damage caused due to installation of mechanical work. C. Perform repairs with materials which match existing and install in accordance with the appropriate section of these specifications. 3,4 CONNECTION TO EQUIPMENT A. Connect or install equipment shown on mechanical drawings that requires plumbing and/or mechanical hookups. 1. Rough -in piping and connect equipment. 2. Provide piping, shutoff valves, and unions required for a complete installation. 3.5 SERVICE OF SYSTEMS A If equipment is placed in service prior to acceptance of the project by Construction Manager, operate equipment strictly in accordance with manufacturer's instructions. B. Employ competent, qualified personnel in operation of the equipment. C. Provide for proper operation and cleanliness. D. Open up equipment for inspection as directed by the Construction Manager. E. Lubricate equipment and perform such other maintenance as required to place it in new, defect free, operating condition. END OF SECTION SECTION 15500 HEATING, VENTILATION AND AiR CONDITIONING PART 1 - GENERAL 1.1 SUMMARY OF WORK Furnishing of all labor, materials, tools, transportation, services, arid related items necessary to complete the installation of the HVAC systerri.as illustrated on the drawingq; together with all necessary auxiliaries and appurtenances. A. Items include but are not limited to the following: 1. Packaged rooftop unit. 2. Heat exchanger. 3. Refrigeration components. 4. Unit operating controls. 5. Air;filters. 6. Roof curb. 7. Electrical power connections. :. 8. Operation and maintenance service. 9. Ductwork. 10. Ductwork specialties. 11. Access panels and doors. - 12- Ductwork insulation. B. Submit Product Data. C. Submit Shop Drawings, including mounting and installation details for roof curbs and coordination with roofing system. D. References . i. ASNRAE 90.1 -2001 - Energy Standard for Buildings. Establishes minimum efficiencies for,equipment. 2. NFPA 90 A & B - installation of Air Conditioning and Ventilation Systems and Installation of Warm Air Heating and Air Conditioning Systems. 3. ANSI /ASNRAE 15 - Safety Code for Mechanical Refrigeration. . 4. ARI 360 - Commercial and Industrial Unitary Air Conditioning Equipment testing and rating standard. Applies to Gas/Electtic Units above 135,000 BTU. 5. ANSI /ASNRAE 37 Testing Unitary Air Conditioning and Heat Pump Equipment. 6. ANSI 221.47/UL1995 - Unitary Air Conditioning Standard for safety requirements. 7. ARI 210/240 - Unitary Air Conditioning Equipment and Air- Source Heat Pump Equipment. Applies to all units below 135,000 BTU. 8. ARI 270 - Sound Rating of Outdoor Unitary Equipment. 9. ARI 370 - Sound Rating of Large Outdoor Refrigerating and Air Conditioning Equipment. 10. ANSVNFPA 70 -1995 -National Electric Code. E. EER; Equal to or greater than prescribed by ASHRAE 90.1, 'Energy Efficient Design of New Building, except Low -Rise Residential Buildings 1.3 QUALITY ASSURANCE . A. Manufacturer's Qualifications: Install packaged units, as indicated in the Drawings, in accordance with the Manufacturers instructions and requirements. Provide related products and accessories from one manufacturer. Store materials in accordance with manufacturer recommendation protecting from dirt, moisture, contaminants and weather. B. Codes and Standards: Perform all installations in accordance with the latest standards as recognized by ASNRAE, SMACNA and all applicable state and local codes and.ordinances. C. Workmanship: Experienced, well-trained workers competent tacomplete the work as specified shall perform Labor in conformance with generally accepted trade standards. install all equipment square and plumb allowing access for proper operation, adjustment and service. 1.4 STNUCTURAL AND SPACE CONDITIONS A. All vrork shall avoid obstructions and interference with other trades, preserve headroom and keep openings and passageways clear and free. 1.5 VIBRATION AND NOiSE A Install each of the various pieces of equipment to operate without objectionable vibration or noise. 1.6 BALANCING AND TESTING b contractor. I qualified Test and Balance Company contracted directlyATest. and Balance shall be performed by a nationally qu a ed . nc p y y B. Cortractor shall coordinate testing with the Testing and Balance Company. All systems shall be fully operational prior to commencement of testing. Correct all deficiencies noted in the Test and Balance Report within three days or prior to store opening. C. Assume responsibility for correcting all items determined to be the result of improper or incomplete installation. D. Contractor shall be responsible fdi providing test reports to the local jurisdiction as required for Certificate of Occupancy. 1.7 CLEAN -UP iA. At the completion of the work, clean the area of all debris such that the Project is left in a neat and clean manner as deemed acceptable by the Owner. 1.8 WARRANTY A. can addition to honoring all Contractor supplied equipment manufacturers' warranties, the Contractor shall warrant and correct all defects. in Contractor supplied material and all workmanship for a period of one (1) year after acceptance of Project by the Owner. Warranty costs shall include all labor end material associated with the correction of work covered under this Contract. PART 2- PRODUCTS I 2.1 ROOF TOP AIR CONDITIONING UNITS, FANS AND AIR OUTLETS A. Equipment shall be as indicated on the Drawings. Air conditioning unit shall include hard -start kit for low ambient temperature operation. B.:The manufacturer shall include the following items: 1: 5 -year compressor warranty - parts only. 2.10 -year heat exchanger warranty - parts only. 3: Factory installed two- position motorized damper. - 4. Factory installed hard start kit for low ambient to zero degree operation. 9. Factory installed hinged access panels. Q: Through the base gas and electrical connections to minimize roof penetrations. 7: Factory installed circuit breaker. . 8; Factory installed unpowered::convenience outlet. . 9. Factory supplied / field installed supply air smoke detector: C::The contractor shall furnish manufacturer complete submittal wiring diagrams of the packaged unit as applicable for field maintenance and service. - 2.2 DUCTWORK : A. hectangular Ducts Fabrication, General: Except as otherwise indicated, fabricate rectangular ducts with galvanized sheet steel, in1. accordance with SMACNA - HVAC Duct Construction Standards, Tables 1 -3 through 1 -19, including their associated details. Conform to the requirements in the referenced standard for metal thickness, reinforcing types and inteinrals, tie rod applications, and joint types and intervals. 1 C. Flexible Ductwork Fabrication., General: _ 11 1 Factory preinsulated, spiral helix steel spring permanently bonded to an interior liner, Ana sheathed in an exterior reirriloiced laminated vapor barrier jacket. 2. Precut lengths of flexible duct with continuous inner liner, factory installed female collars and fastening devices at each end. I Provide spin -in extractor / balancing damper assembly complete with a level position indicator and positive bGdrg device, as indicated on the Drawings, round duct takeoffs from rectangular main ducts. _ D. Label entire assembly in accordance with UL 181 Class 1 air duct requirements and not have a name and snake spread rWkV in excess of 25/50 respectively. . 2.3 DUCT ACCESS PANELS AND DOORS A. In sheet metal work, hollow core double construction of same or heavier gage material as duct in which installed, products by CESCO, Vent Products, Air Balance, or equivalent. ; 1: Provide Ventlok or approved hinges and latches on all doors; 100 Series hinges and latches on low pressure system doors up to 184nches maximum dimension, 200 Series on larger low pressure system doors and 333 Series on high pressure systems. 2-. Construct doors up to 18- inches maximum dimension with one inch overlap fit and gasket with 3l4indn by 1/84nch sponge rubber. fit Iprger doors against 1 -1/2 inches by 1/8 -inch fiat stock or angle frame and gasket with 3 /+ --irich by i18 -ixYt sponge rub6ar or let 3: Door swing to be opposite aliilow direction. 2.4 DUCTWORK SPECIALTIES . . A. Volume and Splitter Dampers., . 1. Galvanized sheetmetal blade and frame with Ventfabrics Inc., Ventlok operating hardware, 2. For accessible dampers, provide #641 self - locking dial regulators and #644 self - locking Biel regulators for Insulated duxltwork, 637 square end bearing, and #635 spring end bearing, as applicable. ; 3: For inaccessible dampers, provide #666 or #677 concealed locking damper regulator With bearings as above. For static pressures above 34nch W.G., provide #640 HiVel dial regulator and #609 HiVel end bearing for accessiW dampers. B. Multi- Louver Volume Damper- s 1. 16 -gauge galvanized steel frame. Opposed, 6 -inch wide, 16 -gauge galvanized steel blades. Concealed linkage in frame. 2. Titus #AG -35-B, Ruskin #C.D35/OBD or equal. C. Flexible Connections - 11, Provide flexible connectors;.at the discharge and inlet of fans, air handlers, rotating mechanical equipment, and where shown on the Drawings for proper vibration isolation, __ I , 2; Neoprene impregnated glass cloth with 24 -gauge galvanized metal frame. Minimum dimensions: 34nch metal, 34nch fabric, 341ch metal. 0. Duro Dyne #MFN4, Ventfabrics Wentglas ", Q Industries, Consolidated Kinetics, Elgen, or equal. D..$ackdraft Dampers I .: 1.: Provide counterweight type complete with frame, end bearings, counterbalance assembly, blades, and llttcage. 2. Install at outside air intakes,,exhaust outlets, and where shown on Drawings. J. Pacific Air Products #PRD- 100AL, Ruskin #CBS -7 or equal by Swartwout, American Warming, or Vent Products. 2.5 DUCT INSULATION - A. Acceptable Manufacturers: Provide products of the following manufacturers, complying NMth specified requirements. Equivalent products of other manufacturers will be considered in accordance with the 'or equal" provision specified in Section 01000 = Supplemental General Requirements, and the Construction Cdhtract. 1:: Owens- Corning Fiberglas Corp. 2: Johns Manville Corp. 3. Certainteed Corp. B: All insulation material shall comply with applicable energy conservation regulations for Project location. C. Provide composite mechanical insulation (insulation, jackets, coverings, sealers, mastics and adhesives) with fiarne spread index of 25 or less, and smoke - developed index of 50 or less, as tested by ASTM E84 (NFPA 255) method. D. Provide staples, bands, wires, tape, anchors, comer angles and similar accessories as recorrnended by insulation manufacturer for applications indicated. 1. E. Provide cements, adhesives, coatings, sealers, protective finishes and similar compounds as recommended by insulation manufacturer for applications indicated. 2.6 HVAC CONTROLS Ai Shall be as indicated on the Drawings. B. Electric and electronic HVAC Controls: Components and operating features as indicated on the Drawings. 2.7 ROOF CURB A. Manufacturer's standard corrosive- resistant- coated, insulated curb with nailer strip, flashing and co n artlashi g and cadnrumlAated hardware. PART 3 - EXECUTION . 3.1 HVAC SYSTEM INSTALLATION, GENERAL A:Sequence, coordinate, and integrate the various elements of mechanical systems, materiels, and equipment. Comply with the fo!4y inry requirements 1. Coordinate mechanical systems, equipment, and materials installation with other building components. 2: Verify all dimensions by field measurements. .. 3. Arrange for chases, slots, artd openings in other building components during progress of, to allow for mechanical installations. I 4. Coordinate the installation of required supporting devices. and sleeves to be set in poured4 n -place concrete and other -structural I components, as they are constructed. . 5. Sequence, coordinate, and integrate installations of mechanical materials and equipment for efficient flow of the Work Give particular attention to large equipment requiring positioning prior to closing in the building. 5:. Where mounting heights are., not detailed or dimensioned; install systems, materials, and equipmentt to provide the maximum headroom possible. i 7. Coordinate connection of mechanical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. Provide required connection for each service. .. I 9. Install systems, materials, and equipment to conform with. drawings and specs, to greatest extent possible. Conform to arrangements indicated by the Contract Documents, recognizing that portions of the Work are shown only in diagrammatic form. Where coordination requirements conflict with individual system requirements, refer conflict to the Ccnstruction M nagw for resolution prior to installation. , I 9. Install systems, materials, and equipment level and plumb, parallel and perpendicular to otter uukling systems and components where installed exposed in finished spaces. rruudn1d; Install mechanical eauipmerii to facilitate servicing, maintenance, and repair or replacement of equipment components. As as practical, connect equipment for ease of disconnecting, with minimum of interference with other instaiiat+ons. Extend grease fittings to an accessible location. 11.: Install systems, materials, and equipment giving right -of -way priority to systems required to be irmtalied at a specified slope. 32 AIR CONDITIONING UNIT INSTALLATION A. Install in accordance with manufacturer's instructions and comply with the following requirements: - 1. Provide layout drawings of units, locations and power requirements to electrical installer. 2. Install minimum 30 percent a ficiency air filters in unit during installation phase. Do not operate the unit without filters in place. 9. Mount rooftop unit on factory built roof- mounting frame. Install roof mounting frame level. Secure frame to structural framing and rooftop unit on frame as indicated on the Drawings. . 4. Install 3 -inch long flexible duct connection at inlets and outlets of units. - 5. Install condensate drain pipjh and traps in accordance With manufacturers instructions and as shown on the Drawings. AN metal piping and supports shall be of same material to prevent electrplysis. 6. Install thermostat and all wiring associated with control signals into the units. Ali therinoitads & remote sensors shall be located as shown on plans. 1. 7. install all line voltage power wiring and conduit as indicated on the Drawings and as specified in Division 16 - Electbicdl. 9. Coordinate with Electrical Contractor to install a new set of filters three days prior to Sub*md at Completion review. 3.4 EXHAUST/SUPPLY FAN INSTALLATION, GENERAL A Install fans level and plumb, in accordance with manufacturer's written instructions. Secure roof - nounted tans to roof curbs with cadmium- plated hardware. B. Provide access space around fans for service and maintenance, as indicated on the Drawings and in compliance with applicable Mechanical Code. C. Clean unit cabinet irttenors:to remove foreign material and construction dirt and dust. b. Coordinate with Electrical Corttractor to provide electrical power wiring as specified in Division 16 - Electrical. 3.4 DUCTWORK INSTALLATION 1. Ductwork Installation, General: 1. Ductwork is generally diagrammatically indicated on the Drawings and shall be generally installed as indicated. Do Trot scale Drawings for exact location of ducts. - 2. install ducts to best suit field conditions and to coordinate with other building copoierts. Do not brut Structural membersrn without consent of Construction Manager. Check with Structural Drawings prior to locating penetrations. 3. Duct sizes are indicated as net inside dimensions on the Drawings. The indicated dimensions shall be altered at the job site for the purpose of avoiding interference and clearance difficulties to other dimensions producing the same air handling characteristics, provided such altered dimensions are approved by the Construction Manager. . B. Hangers and Supports 1. Securely fasten all ducts to building construction by means of hangers, supports, guides, anchors, and sway braces to maintain duct alignment, to prevent sagging, and to prevent now andexoessive strain on ducts due to movement under operating conditions. - 2. Adequately mount and anchor all material and equipment as required. include lateral bracing as required to preventhorizontal, seisrnic movement. Refer to applicable Mechanical Code requirements and details an Dry for seismic requirements. 3. Do not support ducts from fans or other equipment. 4. Power - driven fasteners shall not be used to support ducts. . 5. Support round duct, 30 -inch and larger, with two hangers at each support point 6. Hangers and supports shall conform to SMACNA section, `Hangers and Supports'. Support horizontal ducts with in, 2 feet of eachh elbow and within 4 feet of each branch intersection using double strap hangers on each side of fitting. 7. Support vertical ducts, passing through roofs with two continuous angles screwed to the duct and bearing to the roof structure, and cwturning to SMACNA section %ser Support -From Floor.' C. Seismic Supports and Bracing . 1. Where required, all ductwork and equipment shah be supported and braced per the SMACNA 'Guidelines for csrrac rcesuarncs Or lNeCnBfYCai Systems Seel Pbtrnburg Pp,rrng Systerrja , Including Appendix E. D. Joints Sealing, General . 1. Duct tape shall not be used on duct joints. . 2. Transverse joints: All transverse joints including Ductmate type joi its on all supply, retium, exhaust and outside air intake ducts, sealed using Hardcast Arabol. 3. Inrtenor exposed joints: Seal using water based sealer, Hardcast Ion Grip. . 4. Interior concealed joints (above 1 -inch W.G. pressure ductwork): Seal using gypsum impregnated tape and adhesive. 5. Interior concealed joints (to 1-inc h W.G. pressure ductwork): Seal using water based sealer, Hardcast Iron Grip. 6. Exterior joints (above 1-inch W.G. pressure ductwork): Seal using gypsum impregnated tape and adhesive. 7. Exterior joints (to 14nch W;G. pressure ductwork): Seal using oil based sealer, Hardc ast Galva Grip or equal. 8. Exterior joints: Seal water and to air --tight condition with sealartt. E. Ductwork Painting, General - Where the interior surfaces of ductwork are visible through the blades of supply outlets, return inlets, and exhaust inlets, paint interior visible surfaces with one coat of fiat black pain. See Section OWW - Painting E. Cleaning - Clean the besid plenums, caeofplsings, enclosures, tarns, and accessible ductwork before starting fans. 3:5 DUCTWORK ACCESSORIES, INSTALLATION . A. Provide duct-rratrtted balancing dampers or attached opposed blade dampers so that each diffuser. gnus and register may be irxkvidually balanced. ` . B. Provide unit opposed blademou ngedamperwhereindividualductmoultedbalanci dampers are not provided. C. Provide turning vanes in all mitered elbows in ail ducts, so that tips are parallel with the sides of the duds. Vanes shall be single thk*ness type with extended trailing edge. Tips of acoustical turning vanes on outside radius shall be flush with acoustical fining. D. Provide flexible connections to completeby isolate tans from direct contact with all sheet metalwork E. Provide access panels or doors, as required. for access to valves, controllers, fire dampers. 3.6 DUCT INSULATION, INSTALLATION A. Wrapped Ductwork Insulation - 1. Application Requirements., Insulate the following ductwork as follows: a. HVAC supply ductwork between fan discharge, or HVAC unit discharge, and room terminal outlet. . b. HVAC return ductwork between room terminal inlet and return fan inlet, or HVAC urtit inlet. 2. Insulate each ductwork system specified above with 1 -1/2 inches thpdc insulation and vapor barrier jacket, application limited to concealed locations. B. Lined Ductwork Insulation - Line all supply and return air ductwork, as well as rooked entering air and outdoor air intake ductwork, in exposed areas, outdoors, shafts and plenums, and where indicated on Drawings, with 14rch Uvcik sen44igid fiberglass liner board. C. Install insulation products in accordance with manufaturees written instructions, and in accordance with recognized industry1. Practices to ensure that insulaatfon serves its intended purpose and as follows: 1. Install insulation on pipe and ductwork systems subsequent to Painting, testing, and acceptance of tests. 2. Install insulation materials with smooth and even surfaces. Insulate each continuous run of piping with fu"ength units of insulation, with a single cut pier to complete run. Do not use cut pieces or scraps abutting each other. 3. Clean and dry pipe or duct surfaces prior to insulating. Butt Insulation joints firmly together to ensure a complete and tight fit over surfaces to be covered. :. 4. Maintain integrity of vapor - barrier jackets On pipe and ductwork insulation. and protect to prevent puncture or other damage. 5. Extend pipe and ductwork insulation without Interruption through walls, floors and similar piping penetrations, except where otherwise indicated. . 6. Protect outdoor insulation .from weather by installing outdoor protective finish or jacketing as recorrynencled by manufacturer. 7. Replace damaged insulation that cannot be repaired satisfactorily, ircltxiung urns with vapor barrier damage and moisture Saturated units. - 8. Insulation installer shall advise Contractor of required protection for Insulation work during remainder of construction period, to Avoid damage and deterioration. J CONTROL SYSTEMS, INSULLATION . A Installation : 1 InctaN gycterna next materials in wxxxdance with manufacturer's irmtrutions and , rouah-in drawirias. and details indicated on the Drawings. 2. Coordinate with Electrical Contractor to install electrical components and use electrical products caging with requirements of applicable requirements specified in Division 16 - Electrical. 3. Mount controllers at convenient locations and heights. B. Control Wiring - The term'gontrol wiring" shall be defined to include providing of wire. conduit and miscellaneous materials as required for mounting and connecting electric control devices. C. Wiring System 1. Install complete control wiring system for electric control systems. 2. Conceal wiring except in rriedwicai rooms and areas where other conduit and piping are exposed. .. 3 Provide multi-conductor iristrurrnertt harness (r xndle) in place of single conductors where number of conductors can be run along common path. 4. Fasten flexible conductors bridging cabinets and doors, neaty along hinge side, and protect against abrasion. Tie and support dondutors neatly. . D. Start-Up - Start, test and adjust electric control systems in presence of authorized representative. Replace damaged or maffurntioning controls and equipment. E. Cleaning - Clean tact y-firifshW surfaces. Repair marred or scratched surfaces withsurfawith manufacturer's touch-UP paint, F. Final Adjunstmentt - After completion of installation, adjust thermostats, control valves, motors and sit idaar equipment specified in this Section. Final adjustment shall be performed by specially trained personnel in direct employ of manufacturer of primary temperature control system. G. Control Sequences 1. Rooftop Packaged Units _ a. Occupied: Energize rooftop units during occupied cycle via marxdadurer supplied thermostat. Modulate outside air and return air dampers in sequence and in conjunction with unit's rnecharkal refrigeration to maintain desired room temperature via manufacturer supplied thermostat b. Unoccupied: Maintain outside air damper closed. Cycle unit tan and units heating to maintain reduced room temperature of 60 degrees F with unoccupied thermostat 2. Power Ventilators . a Energize exhaust fans during occupied cycle and de- energize during unoccupied cycle via electronic time clock control. END OF SECTION FOR PERMIITO ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BYE_ These plans have been reviewed for adherence to theapplicablecodesandordinance. sherebygrantedtoissueaAuthrizatianis approval by all applicable City agencies. The pending The issuance or granting of a permitapprovaloftheseplansshallnotbeconstrued on permit or approve an codes or ordinance. y violation of the applicableauthoritytoviolateorcancel he, provis ons of suichcodesshallbevalid. er w z . 0 Zit _1d 0 G h- o LU cc ZD cc UJ to 0 0 U h Z (U 0 W X Z Z - O. t a- a- O0 1 Q°. 0 o 0 m i, M C-D Z ED - AQa Wmi-Q 4jw41 wW FWW =1gQOvo 10-6*, aom o`'a ZQ< 9 oeri;U $ Q4v o=)N--p4p. r ntnszi% 33Wici z° oZ5 00gqreoo a a`- v- i0aaoil"N vS' ,aLLt zw2T5'a5, HA6Zn V Wap i+ FZe W Fmyy0aaNS 1 - 1 cWpo ~ 8 2> .] BF % N = ai-0 qq 5 wal a ®0 VJ ,++WFaO a4C.9a0 a Sao} W Qa zot-) OQVOg0 aWa¢ F~ rriz1zxw ii viFZOwy i Lam„ vi W<3v, an- WZp"`i5 1n55 r t] S z 0 Za fJ'O0 0 ga e. W ; 5Uq_ J$: yµUJQ -Z . V `- 50. 0 W GJ N o wUt3vwio g<oc¢inmaaW W1<O 3; FWfQW< 90m ir- MR0 i< C W : M W e z rzinam - zJR F, ri' OM4 zE9C co 2iraaitcI 01 DRAWING NUMBER MM5 OF DRAWINGS 0 J N ® ti C/) 3 0 C IT- 4-0 00 i L_ T a CD O Q o -F LL C(S 1).+000 i fly = 00 0 tv V U I- Ln E Z C co CO 0- a) 0) CM 5 0 DRAWING NUMBER MM5 OF DRAWINGS PLUMBING ABBREVIATIONS A COMPRESSED AIR L ABV ABOVE LP AC AIR CONDITIONING MAX AD AREA DRAIN MBH AFF ABOVE FINISHED FLOOR MECH AHU AIR HANDLING UNIT MFR AL ALUMINUM MPG ALT ALTERNATIVE, ALTERNATE MH AP ACCESS PANEL MIN APPROX APPROXIMATE MISC AR ACID RESISTANT MTD ARCH ARCHITECT, ARCHITECTURAL N) ARV AIR RELIEF VENT NG AUTO AUTOMATIC NIC BD BELT DRIVE NO /# BEL BELOW NOM BFF BELOW FINISH FLOOR NTS BFP BACKFLOW PREVENTER 02 BG BELOW GRADE OSA BHP BREAK HORSEPOWER OC BLDG BUILDING OD BOD BOTTOM OF DUCT OFD BOT BOTTOM OFL BT BATH TUB OP 8TU I IA L BRITISH THERMAL un1IT 1 OPNG BV BALL VALVE OR CA COMPRESSED AIR OFRWL CAB CABINET OS CD CONDENSATE DRAIN OSD CFH CUBIC FEET PER HOUR PC CH CABINET HEATER PG CI CAST IRON PLBG CKV CHECK VALVE CL CENTERLINE PIV CLG CEILING POC CMP CORRUGATED METAL PIPE PREFAB CO CLEAN OUT PRV CO2 CARBON DIOXIDE PSF COL COLUMN PSI CONC CONCRETE PVC CONN CONNECTION PW COND CONDENSER, CONDENSATE PWR CONSTR CONSTRUCTION R /PAD CONT CONTINUATION CONTR CONTRACTOR RCP COTG CLEANOUT TO GRADE RD CW COLD WATER (DOMESTIC) READ RFE D DEPTH, DEEP RMDCBPDOUBLECHECKBACKFLOWPREVENTER RM DD DIRECT DRIVE RPBP DF DRINKING FOUNTAIN RPMM DiA/O DIAMETER RWL DISCH DISCHARGE SAN DN DOWN SCHED DW DISTILLED WATER SFE DWG DRAWING SFLE DWV DRAINAGE, WASTE & VENT SG EFF EFFICIENCY SHT EL ELEVATION SIM SO ELEC ELECTRIC, ELECTRICAL SOL ELEV ELEVATOR SOV EMER EMERGENCY SPEC(S) EQUIP EQUIPMENT SS ERIC ELECTRIC WATER COOLER STD E) EXISTING STS EXP EXPANSION STS EX EXTERIOR T &P pi FXTiv CI(1M TCC F FAHRENHEIT TD F) FUTURE FCU FAN COIL UNIT TEMP FCO FLOOR CLEANOUT TG FH CAB FIRE HOSE CABINET TMP FIN FL/FF FINISH FLOOR TOS FLR FLOOR . TW FOR FUEL OIL RETURN TXV FOS FUEL OIL SUPPLY TYP FOV FUEL OIL VENT U FP FIRE PROTECTION UON FPM FEET PER MINUTE UBC FR FLOOR SINK UFC FSW FLOW SWITCH UMC FU FIXTURE UNITS UPC FT FEET V FI•R FLUE THRU ROOF VA FUR FURNACE VAC FW FILTERED COLD WATER VB G GAS VD GA GAUGE VEL GAL GALLON , VFD GALV GALVANIZED VIF GC GENERAL CONTRACTOR VS GCK GAS COCK VT VTR GCO GRADE CLEANOUT GPM GALLONS PER MINUTE W W/ GV GATE VALVE W/0 GW GREASE WASTE H HEIGHT /HIGH WC HB HOSE BIBB WCO HBD HOSE BIBB DRAIN WF HD HUB DRAIN WM HDR HEADER WSSK HDWE HARDWARE WT HP HORSEPOWER HTR HEATER HVAC HEATING /VENTILATING /AIR CONDITIONING HW HOT WATER (DOMESTIC) HWR HOT WATER RETURN (DOMESTIC) ICW INDUSTRIAL COLD WATER ID INSIDE DIMENSION / DIAMETER INSUL INSULATION /INSULATE INTR INTERIOR IE INVERT ELEVATION KEC KITCHEN EQUIPMENT CONTRACTOR KIT KITCHEN: KW KILOWATT LENGTH /LONG LIQUID PETROLEUM MAXIMUM 1000's BTU PER HOUR MECHANICAL MANUFACTURER MEDIUM PRESSURE GAS MANHOLE MINIMUM MISCELLANEOUS MOUNTED NEW NATURAL GAS NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OXYGEN OUTSIDE AIR ON CENTER OUTSIDE DIMENSION / DIAMETER OVERFLOW DRAIN OVERFLOW LEADER OPERATING OPENING OIL RETURN OVERFLOW RAIN WATER LEADER OIL SUPPLY OPEN SITE DRAIN PLUMBING CONTRACTOR PROPANE GAS PLUMBING POST INDICATING VALVE POINT OF CONNECTION PREFABRICATED PRESSURE REDUCING VALVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PROCESS WATER PROCESS WATER RETURN RADIUS „ REINFORCED CONCRETE PIPE ROOF DRAIN REQUIRED REFERENCE FLOOR ELEVATION REFERENCE FLOW LINE ELEVATION ROOM REDUCED - PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE RAIN WATER LEADER SANITARY SCHEDULE SITE FLOOR ELEVATION SITE FLOW LINE ELEVATION SPECIALTY GAS SHEET SIMILAR SHUT OFF COCK SOLENOID SHUT -OFF VALVE SPECIFICATION(S) SANITARY SEWER STANDARD STORM STAINLESS STEEL TEMPERATURE & PRESSURE TEMPERATURE CONTROL CABINET TRENCH DRAIN TEMPERATURE TO GRADE TEMPORARY TOP OF SLAB TEMPERED WATER THERMAL EXPANSION VALVE TYPICAL. UNION UNLESS OTHERWISE NOTED UNIFORM BUILDING CODE UNIFORM FIRE CODE UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE VENT VALVE VACUUM VACUUM BREAKER VOLUME DAMPER VELOCITY VARIABLE FREQUENCY DRIVE VERIFY IN FIELD VENT STACK VITRIFIED TILE -: VENT THRU ROOF WIDE/WIDTH WITH WITHOUT WATER COLUMN WALL CLEANOUT WASH FOUNTAIN WATER METER WALL SERVICE SINK WEIGHT PLUMBING SYMBOLS GENERAL NOITO i^i PIPE TEE UP THERMOMETER Q 1 THESE DRAWINGS HAVE BEEN DEVLO.PED FROM AVAILABLE ORIGINAL DRAWINGS AND RECORDS FURNISHED BY i r PIPE TEE DOWN t PRESSURE GAUGE THE OWNER. MATERIALS, DIMENSIONS, ROUGH PATTERNS AND THE LIKE ARE INTERPRETATIONS OF THOSE RECORDS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DISCREPENCIES SHALL BE BROUGHT AIR RELIEF VENT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ,COMMENCING WITH THE WORK. (REMODEL ONLY) WALL CLEAN OUT 2 PRIOR TO BIDDING, OBTAIN A COPY OF THE SPECIFICATIONS AND PLANS, VISIT THE JOBSITE, TAKE ALL PIPE ELBOW UP NECESSARY MEASUREMENTS, NOTE EXISTING CONDITIONS, AND GATHER ALL OTHER INFORMATION NEEDED TRENCH DRAIN FOR AN ACCURATE BID. ALLOWANCES WILL NOT BE MADE FOR EXTRA COSTS RESULTING FROM FAILURE TO NOTE EXISTING CONDITIONS, MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, PIPING, C PIPE ELBOW DOWN CONTROLS AND AIR CONDITIONING SYSTEMS. (REMODEL ONLY) FLOOR DRAIN, ROUND 1 3 BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS PIPE TEE BRANCH UP (W/ ELBOW) UNIONS, ETC., MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHERFITTINGSELBOWS, FLOOR DRAIN, SQUARE SECTIONS OF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS, THEY SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE PIPE TEE BRANCH DOWN (W/ ELBOW) OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND ROOF DRAIN OR OVERFLOW DRAIN SIMILAR. THE EXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE E2` INDICATES DIRECTION OF DOWNWARD PITCH ` OB. OVERFLOW SCUPPER 4 THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND .WORKMANSHIP IS PERFORMED IN CONCENTRIC REDUCER ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE E) CONNECT NEW T EXISTING OF ANYSTATE, AND ALL COUNTY AND LOCAL CODES, CITY OF ANYTOWN LAWS OR ORDINANCES, INCLUDING N SHADED SIDE IS NEW WORK STATE ate( LADES A Np I ILFIIYH' REG IJIAOR'Y A ENVIRONMENTAL PROTECTION REGULATIONS, ECCENTRIC REDUCER (N) 5 WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOW DIRECTION INDICATOR ^ ^ SECTION FLOORS, INSTALL A FIRE -STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE -STOP MATERIAL SHALL BE PACKED TIGHT AND COMPLETELY FILL CLEARANCES INDICATES EXPANSION LOOP BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL, AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT. A/ PLU_ IUBW_G UNETYPE LEGEND 6 ARRAI 11% AND i1,JTALI PIPING APPROXi m:.TEiY AS iNDICATED. STfdAiG{ T, PLUnie A AS DIRECT AS PIPE ANCHOR POSSIBLE. FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID IF INTERFERENCE H OTHER UNION OSW OIL AND SAND WASTE (BELOW SLAB / GRADE) SPACE THEM ATADISTANCE TO MECHANICAL ES PARALLEL TO EACH OTHER; ERMIT ACCESS FOR SOWNG VALVES E CAP ID INDIRECT DRAIN 7 FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR GV GAS VENT HORIZONTAL BRANCHES DLSCHARGING TO STACKS. I t- -- BALL VALVE HBD HOSE BIBB DRAIN 8 LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL CHECK VALVE (ARROW TOWARD PLUMBING WITH HEAT TRACE HAVE SMOOTH AND UNIFORM INSERT. FOLLOW , AND ELEVATIONS AT SITE. AS THE PIPE CEMENT, LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. DURING DIRECTION OF FREE FLOW) WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPE AND DRAINS. CW(E) DOMESTIC COLD WATER (E) 9 INSULATE ALL RAIN WATER LEADER AND CONDENSATE DRAIN PIPING LOCATED INSIDE THE BUILDING. DOUBLE CHECK BACKFLOW PREVENTOR HW(E) DOMESTIC HOT WATER (E) 10 STRAP THE TANKS SECURELY TO THE STRUCTURE. HWR(E) DOMESTIC HOT WATER RETURN (E) REDUCED PRESSURE 11 PLUMBING CONTRACTOR TO INSULATE ALL HOT WATER PIPING. BACKFLOW PREVENTOR PLUMBING DEMOLITION CIRCUIT SETTER 12 LAVATORIES IN RESTROOMS OF PUBLIC FACILITIES SHALL BE EQUIPPED WITH: E) ---- A. OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER (MAX 110' F) TOMPG( MEDIUM PRESSURE GAS LINE A MAXIMUM OF 0.5 GALLONS PER MINUTE, OR WITH: Y--- GATE (SHUT -OFF) VALVE G(E) NATURAL GAS, PROPANE (E) B. SELF-CLOSING O NONRECISRCuT A UGMIT TO A MAXIMUM OF 0.25 PLUMBING EQUIPMENT (E) HOSE BIBB, RECESSED 13 CROSS SECTIONAL AREA OF VENTS THRU ROOF SHALL NOT BE LESS THAN PLUMBING EQUIPMENT ON ROOF LARGEST REQUIRED BUILDING SEWER. t- -- GAS SHUT -OFF COCK CD(E) CONDENSATE DRAIN (E) 14 PROVIDE CLEIWOUTS ON ALL BRANCHES OVER 5' -0'. PRESSURE REDUCING VALVE OFL(E) OVERFLOW LEADER (E) 15 PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS & FLOOR SINKS, RWL(E) RAINWATER LEADER (E) 16 COORDINATE SIZE AND LOCATION OF METER, INCOMING WATER AND SEWER LINES WITH LOCAL UTILITY AGENCIES. NOTIFY OWNER'S REPRESENTATIVE OF THE UTILITY HOOK-UPSS(E) SANITARY SEWER (E) DETERMINED. NOTIFY OWNERS REPRESENTATIVE AT ONCE IF PUBLIC SEWER BE vrr -- GAS PRESSURE REGULATING VALVE 5 PSI TO 7" WC GW(E) GREASE WASTE LINE (E) OR WATER SERVICE IS NOT AVAILABLE TO THE SITE. Y A.S.M.E. PRESSURE RELIEF VALVE V(E) - - - - SANITARY VENT (E) 17 MECHANICAL VENTS ANICAL AIR INTAKES AND AIR MIN. COND. UNITS AND HOOD MAKE UPAND1VALVEINRISER (SHUT -OFF) SUFFIX (E) IN CONJUNCTION WITH LIGHTER BLOWER. FLEX GAS LINE SHADING INDICATES EXISTING PIPE OR 18 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND STANDARDS, INCLUDING UBC, UPC, NFPA. EQUIPMENT. (TYPICAL OF ALL EQUIPMENT YARD BOX (WITH GATE VALVE) AND PIPING). 19 PROVIDE SEAL BETWEEN WALLS AND PLUMBING FIXTURES AS PER HEALTH DISTRICT REQUIREMENTS. CONTROL STOP 20 COLD AND HOT WATER SUPPLY PIPING SIZES FOR FIXTURE CONNECTIONS ARE NOT SS S OR W SANITARY OR WASTE PIPING ABOVE SLAB SHOWN ON PLANS. SEE FIXTURE SCHEDULE FOR CONNECTION SIZES. INLINE PUMP - - -SS- - - S OR W SANITARY OR WASTE PIPING BELOW SLAB 21 INSTALL ALL OVERHEAD PIPING AS CLOSE TO STRUCTURE AS POSSIBLE, OR AS RV RELIEF VALVE - CW COLD WATER PIPING DETAILED OTHERWISE. t u. AraT//1 nrriNG nT 1 nnATr AND LABEL Ar 1 VAI: rr rnn nrr'M nnr •nnre+n111n-rT VA rk /rn 1 \I71 A) r En 9V'EHOTVv`AiER PIF'H L.7 LVtnIC I'Y U /'ILL YMLVLJ rVA JLrCYNWL nM,LJ.:101u11. tu-V ii i 1HLL U A iY HB NOSE BIBS CD CD CONDENSATE DRAIN CEILINGS SHALL BE ACCESSIBLE THRU CEILING. SET= DRAWINGS FOR LOCATIONS. SHOCK ABSORBER - --GW--- GW GREASE WASTE 23 COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES PRIOR TO STARTING. IN THE EVENT THAT CONFLICTS ARE FOUND WITH THE WORK OF THE OTHER TRADES, BRING STRAINER FW FW FILTERED COLD WATER ALL SUCH CONFLICTS TO THE ARCHITECT'S ATTENTION FOR RESOLUTION PRIOR TO FCO FLOOR CLEANOUT MPG MPG MEDIUM PRESSURE GAS LINE PROCEEDING WITH THE WORK IN THAT AREA. DEFICIENCIES CAUSED BY FAILURE T PERFORM SUCH VERIFICATIONS SHALL BE CORRECTED AT NO ADDITIONAL EXPENSE TO G G NATURAL GAS, PROPANE OWNER. IMMEDIATELY NOTIFY ARCHITECT CONDITIONS IN CONFLICT WITH THE PLANS. FS FLOOR SINK OFL OFL OVERFLOW LEADER 24 PROVIDE PIPING EQUIPMENT AND MATERIALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE REGULATIONS AND STANDARDS, AUTHORITIES HAVING JURISDICTION, OR AS WM WATER METER RWL RWL RAIN WATER LEADER OTHERWISE RECOMMENDED OR DIRECTED BY MANUFACTURERS. POC : POINT OF CONNECTION SD SD SEWER DRAIN 25 COORDINATE INSTALLATION OF PIPING BELOW GRADE WITH SITE COMPONENTS AND OTHER SYSTEM INSTALLATIONS. REFERENCE SYMBOLS 26 COORDINATE ALL FIXTURES, EQUIPMENT AND ROUGH —IN CONNECTION LOCATIONS AND SIZES WITH ARCHITECTURAL DRAWINGS, OWNER AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 27 ALL PIPING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED MX.X -X MUST BE WALLS TCHEREEXISTING AFTER LINES ARE INSTALLED. INSTALLED 28 OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS ENLARGED PLAN REQUIRED BY GOVERNING AUTHORITIES. J29 SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. DRAWING INDEX P -0 PLUMBING COVER SHEET P -1 PLUMBING SCHEDULES P -1.1 PLUMBING DETAILS SHEET P -2 WASTE & VENT PLAN P -3 WATER & GAS PLAN P -4 ROOF PLUMBING PLAN P -5 CONSTRUCTION SPECIFICATIONS APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. tx w z 0 O J Cn Qn 0 UJ g in co W U U H U U W z z o d N Z o 0O V) m ao ,._ cr> Uj ac Z O ® YZmjj t9 wpz iF F 3* ao,Zzc iaNQ zP Li a ou1 o a Zacwi waZ! u FjQ40 aqtn", ° W R -v O Nz7ZSw tN OWN I awiii Z0266800 xso ao Lao z¢v=i V tnV1 40U ma 4lUa -iwz prpo a V zZ O v aTiawwc Fa SwWBE a- 0 MOM M DRAWINGS C\I 04 M e CCDD QIii O Z3 to i O r, 1 V CL O V- CD W C1) j- cc j-U N E Z c CD CID CoWQ 1 Q> j N = 0 cc Cc >. co Z IL9"1wY CC CC V_ DRAWING NUMBER 0 MOM M DRAWINGS 0 N O v W WW 0.j u.® z F•• CA [a Lea W yFto0 Z cc Cc >. co Z IL9"1wY CC CC V_ W120 71AW z19 H wB yZ0 0 100V 44 Cr. v 4 Uj O Z= 10 0me3Z IL L; 4 vCC OC oC co t O da = DRAWING NUMBER 0 1 OF DRAWINGS PLUMBING FIXTURE SCHEDULE FIXTURE 125.0 PSI tl PRESS, LOSS ACROSS METER TRIM CONNECTIONS 72 BACKFLOW PREVENTER LOSS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW W V BFP-1 BACKFLOW WATTS SD -3 399 FT Z NO PREVENTER U 74 GPM ALLOW. PRESS. 43.5 x 100' LOSS /100 FT 399 EQ. FT. V) LLJ 12.18 PSI y PLOFIXTUREQUM. FD- 1 FLOOR DRAIN JAY R. SMITH 2O05Y ROUND CAST IRON STANDARD 2" 1 -1/2" FURNISH WITH TRAP PRIMER CONNECTION 2 ROUND) 8.0 HOSEBIBB 1 2.5 2.5 EACH ADDITIONAL) 2 1.0 2.0 HAND SINK 2 1.0 2.0 FS -1 FLOOR JAY R. SMITH 3420 FLANGED CAST IRON WHITE 3" 1-1/2" 12" SQUARE TOP FLOOR SINK, 10" DEEP o SINK TOTAL = 74 GPM PIPE SIZING BASED ON TYPE "L" AT 12.18 PSI: PER 100 FOOT. SIZE FIXTURE UNITS 7L0SH TANKS FLUSH L S 1/2- FS -2 FLOOR JAY R .SMITH 3420 FLANGED CAST IRON WHITE 2" 1 -1/2" 12" SQUARE TOP FLOOR SINK, 8" DEEP 34 SINK 5 2" 86 28 uzzl4 W P7? >9Y1w926fW 12-1/2-1 275 148 a a u`W:;z o °za°'z °c vw WOm Z GI -1 GREASE JENSEN JP1000EE -G PRECAST CONCRETE 4" 3" 1000 GALLON PRECAST INTERCEPTOR WITH SAMPLING STATION Mzo U°aa ff`oWggjHW' INTERCEPTOR PRECAST Z za Zp zol aZcn O Zwz QI z a WV1K aUdWWW4q•O y HB -1 HOSE BIBB WOODFORD B65 WALL 3/4" AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WITH THREADED VACUUM BREAKER AND NON- FREEZE) HYDRANT LOOSE KEY. MINIMUM LENGTH 16" HS -1 HAND SINK. KROWNE HS -2ST WALL MOUNT STAINLESS 1/2" 1/2" 2" 1 -1/2" SEE ARCH DWGS FOR MOUNTING HEIGHT. SINK FURNISHED WITH FAUCET. FURNISH FAUCET STEEL WITH WRIST BLADES. PROVIDE CARRIER. IM -1 ICE MACHINE HOSHIZAKI KM 9OOM -F 1/2" 2" 1/2" CFW CONNECTION, DRAIN TO FLOOR SINK THROUGH 1" AIR GAP LV -1 ADA LAVATORY KOHLER K -2196 SELF -RIM VITREOUS WHITE FAUCET CHICAGO 404 -317CP 1/2" 1/2" 2" 1 -1/2" FURNISH SINK AND FAUCET WITH 8" CENTERS. FURNISH FAUCET WITH WRIST BLADES CHINA MXV -1 THERMOSTATIC SYMMONS 5- 120 -CKX THERMOSTATIC 1/2" 1/2" SET FOR 110 DEGREES F MIXING VALVE OD -1 OVERFLOW DRAIN JAY R. SMITH 1070 GALVANIZED CAST IRON STANDPIPE OVERFLOW DRAIN WITH SUMP RECEIVER, UNDERDECK CLAMP, AND GALVANIZED CAST IRON DOME. SEE PLANS FOR SIZES ON -1 OVERFLOW NOZZLE JAY R. SMITH 1770 ICAST BRONZE BODY AND FLANGE. SEE PLANS FOR SIZES PRV -1 PRESSURE WATTS SERIES 223 BRONZE 2 -1/2" INLET AND OUTLET SIZE, SET FOR 70 PSI OUTLET PRESSURE REDUCING VALVE RD -1 ROOF DRAIN JAY R. SMITH 1010 GALVANIZED CAST IRON ROOF DRAIN WITH SUMP RECEIVER, UNDERDECK CLAMP, AND GALVANIZED CAST IRON DOME SEE PLANS FOR SIZE RR -1 ROOF RECEPTOR JAY R. SMITH 3960Y -C CAST IRON 2" 1 -1/2" FURNISH WITH UNDER DECK CLAMP S -1 3- COMPARTMENT PARAMOUNT RJ -3- 1818 -18 -0 STAINLESS FAUCET T&S B -0266 3/4" 3/4" 3" 2" CONTRACTOR TO FURNISH FAUCET, LEVER WASTES, AND TAIL PIECE, SINK STEEL PROVIDE FAUCET WITH 10 . SPOUT AND AERATOR SS -1 SERVICE KOHLER K -6710 FLOOR CAST IRON WHITE FAUCET CHICAGO 540- LD897SWXFCP 1/2" 1/2" 3" 1 -1/2" WITH COATED WIRE RIM GUARD AND 3" STRAINER SINK TP -1 TRAP PRIMER PPP PR -500 PRESSURE STANDARD 1/2" PRIME -RITE ACTIVATED UR -1 ADA URINAL KOHLER K- 4972 -T WALL MTD PORCELAIN WHITE FLUSH SLOAN ROYAL 1 -1/4° 2" 2" WALL MOUNTED, TOP SPUD WITH BLOW -OUT FLUSH ACTION. PROVIDE WITH 1.0 GPM EXPOSED FLUSH VALVE VALVE 180 -1 CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL WC -1 ADA WATER CLOSET KOHLER K -3427 FLOOR MTD PORCELAIN WHITE 3" 2" FURNISH WITH ELONGATED OPEN FRONT SEAT. FLOOR -MTD) FLUSH TANK WF -1 WATER EVERPURE 9437 -11 3/4" PROVIDE WITH BACKFLOW PREVENTION DEVICE FILTER WH -1 WATER HEATER RUUD PH2- 40S -40F GAS in in 40,000 BTU, 40 GALLON, 40.4 GPH 0 90 DEGREE RISE, 3" FLUE, ASME RATED P &T VALVE, MOUNT ON PLATFORM FIRED OVER MOP SINK. XP -1 EXPANSION TANK AMTROL ST -12 WATER CALCULATIONS AVAILABLE WATER PRESSURE OUTLET 125.0 PSI tl PRESS, LOSS ACROSS METER 224 5.0 PSI 72 BACKFLOW PREVENTER LOSS 40 12.5 PSI 112 PRESSURE REDUCING VALVE 206 37.5 PSI 30 STATIC PRESS. LOSS (ELEV) 420 WATER HEATER (QSR) 40 15' -0" x .43) 1144 6.45 PSI ti U MIN. PRESS. LAST FIXTURE z 20.0 PSI TOTAL PRESSURE AVAILABLE O Z 43.6 PSI W DISTANCE TO LAST FIXTURE 0 266 FT EQUIVALENT DISTANCE IN FEET N 399 FT Z NO GALLONS PER MINUTE U 74 GPM ALLOW. PRESS. 43.5 x 100' LOSS /100 FT 399 EQ. FT. V) LLJ 12.18 PSI y PLOFIXTUREQUM. F.U. , DEVICE TOTAL F.U. LAVATORIES 2 11 2.0 WATER CLOSET (FLUSH TANK) 2 4.0 8.0 URINALS (FLUSH Vlv) 1 5.0 5.0 SCULLERY SINK 2 4.0 8.0 HOSEBIBB 1 2.5 2.5 EACH ADDITIONAL) 2 1.0 2.0 HAND SINK 2 1.0 2.0 MOP SINK 2 3.0 6.0 FOOD PREP SINK 1 2.0 2.0 TOTAL F.U. = 37.5 F.U. WATER REQUIRED - C- STORE, QSR 24 GPM WATER REQUIRED - CARWASH o 50 GPM TOTAL = 74 GPM PIPE SIZING BASED ON TYPE "L" AT 12.18 PSI: PER 100 FOOT. SIZE FIXTURE UNITS 7L0SH TANKS FLUSH L S 1/2- 3 0 3/4" 4 0 1" 16 0 34 a 5 2" 86 28 uzzl4 W P7? >9Y1w926fW 12-1/2-1 275 148 GAS CALCULATION DISTANCE TO MOST REMOTE 126 FT. OUTLET i EOUIP tl j AC -1 (C- STORE) 224 AC -2 (QSR) 72 WATER HEATER (C- STORE) 40 RANGE (QSR) 112 GRIDDLE (QSR) 206 j STEAM TABLE (QSR) 30 FRYERS (QSR) 420 WATER HEATER (QSR) 40 TOTAL CONNECTED LOAD 1144 GAS PRESSURE - 7" W.C. ti U APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Autnonzation isherebygrantedtoissueabuddingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. J DATE W. w CHECKED BY W z MJA 0 c1 MCiWQM az T M 110 00 Z 0 V LL. NZC- fqft O 0 ? 2 inCL LL 0+ E L LL ti U z co r L O Z CO W a 0 0 CM N 0 Z NO U Mv V) LLJ y PLO O Cc , y 0 Its. >. CC gC J 4% Zzzv s UU,Lj I- 00 Q V4C4 d zd z z o 0 12 Q U ig z 0 o0 N m m O a uzzl4 W P7? >9Y1w926fW 0°f62Em3W I.IWF ~F-F_ a Zva°{<a z,_,w y a a u`W:;z o °za°'z °c vw WOm Z 2 + WPtj,1j rs° JmQ Wm- w0F WB °w rz v, F81.- -° I- 68RPZ'q oir3Q o32T9GSi 3 Uj r/j lu as 0 Mzo U°aa ff`oWggjHW' c_3 aZiiaiaaQ vwFWZ0N o °O Z za Zp zol aZcn O Zwz QI z a WV1K aUdWWW4q•O y J DATE W. a f CHECKED BY W z MJA 0 c1 MCiWQM az T z..11,$ 110 00 Z 0 V LL. NZC- fqft O jam 0 ? 2 inCL LL 0+ E L LL ti U ryJ O C vJ co r L O Z J DATE N a f CHECKED BY CV CL) ti MJA 0 JOB NO. T M to 00 1 V T" CO fqft O jam 0+ E L LL ti U r yJ O C vJ co r L O Z CO W cis CD CM N 0 Z NO Y.® t e cc Uj 0 W W CO) z O zV O z 3 j0. DRAWN BY DATE CDP a f CHECKED BY DATE MJA V= JOB NO. 039 - 003 -02 -04 M to W OC 1 OF DRAWINGS 0) CM 0 Z CC J 4 W W W O b 0 4C 0 -j Z NO Y.® CoWWQ y PLO O Cc , y 0 Its. >. CC gC J 4% Zzzv z Ul 0 00 Q V4C4 3 zd 0 >_z cc 0 12 1004 cc Uj 0 W W CO) z O zV O z 3 j0. DRAWN BY DATE CDP 12 -17 -03 CHECKED BY DATE MJA 12 -18 -03 JOB NO. 039 - 003 -02 -04 DRAWING NUMBER to 1 OF DRAWINGS i 18 GA CLEANOUT TEE CLEANOUT PIPE WALL CLEANOUT DETAIL SCALEi N,T,S. ACCESS COVER FINISHED WALL MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 1* 1 11/4 11/2 2 21/2 3 4 3-1/ 20 13 PIPE 7 FT 7 7 9 10 11 12 14 J i 0 U TUBING 5 FT 6 7 8 8 9 10 12 8 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. HANGER ROD, ATTACH TO STRUCTURE ADD SEISMIC BRACING AS REQUIRED 1/2" DIA. HANGER RODS WITH 36" MAX. SPACING ON EACH CHANNEL TERMINATE 10' -0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE INDOW. 2' -0" MIN ROM ANY WALL OR TRUCTURE. EALANT OUNTER FLASHING LEEVE EAMLESS LEAD LASHING TEEL REINFORCED OOT OT MOP ENT THRU ROOF DETAIL SCALEi N.T.S. V—_ CHANNEL OR GGAGE / 2" 1" MAX. J ANGLE SUPPLY AND RETURN BY MECH CONTRALTO SIDE VIEW GAS PIPE THRU PRE ADJUSTABLE CLEVIS HANGER FABRICATED HOLE TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM .LOAD OOF CONSTRUCTION, A.D., AND S.S.D. T INIPIPE, SEE PLAT "S SUPPLY AND RETURN DUCT BY MECH CONTRACTOR AIR CONDITIONING UNIT I I IL —J i—GAS COCK GAS PIPE DOWN THRU CURBED OPENING ELECTRICAL DISCONNECT UNION REDUCE PIPE AS 1NOEUN T TO CONNECT ROOF CURB BY MECHANICAL CONTRACTOR ROOF DRIP LEG GAS PIPE RE: PLANS FOR SIZES AND ROUTING SECURE TO STRUCTURE PER SMACNA SINGLE PIPE HANGERS DETAIL 7A/C UNIT GAS PIPING DETAIL SCALE, N.T.S. SCALE, N.T.S. OMIT CHAMFER WHEN NEXT TO STRUCTURE OPEN AIR VENT ATER TIGHT LINK -SEAL P OF SLAB 3" SQUARE 6" DEEP NCRETE PAD CORE OR SAND CUT SLAB AS REQ'D SAND PIPE THRU SLAB ON GRADE SCALEi N.T.S. 12" LONG BRAIDED FLEXIBLE CONNECTION WITH CLAMPS FLEXIBLE CONNECTOR TO BE 6" MIN. LISTED FOR OUTDOOR USE. AIR CONDITIONING UNIT BY MECHANICAL CONTRACTOR DRAIN INTO -/ PRE- FABRICATED ROOF RECEPTOR CURB BY OTHERS ROOF - - - - -- ------- - - - - -- - -- ADD LABELS TO THE DRAIN PIPE ON THE ROOF AND BELOW THE LAVATORY IN THE TOILET ROOM, LABEL SHOULD READ "AIR CONDITIONING CONDENSATE DRAIN ". TYPICAL FOR ALL RTU'S AND LAVS) 8 ROOFTOP CONDENSATE DRAIN DETAIL SCALE; N,T,S. AS REQUIRED (TYP) SUPERSTRUT ACCESSORIES ATTACH TO STRUCTURE WITH WWGER ROD MIN 1/2' DIA. SUPER STRUT PIPE CLAMP. (TYP. FOR MULTIPLE THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED SUPER -STRUT CHANNEL SESMIC RESTRAINTS BY MECHANICAL CONTR. PIPE SIZE (IN) MAX SUPPORT SPAN (FT) UP TO 1" 7 1-1/2" 9 2 TO 2-1/2- 10 3" 12 3-1/ 20 13 4 14 5 16 SPAN SHALL BE GOVERNED BY SMALLEST PIPE REQUIERMENTS L., MULTIPLE PIPE SUPPORT SCALEi N.T.S. IT: COLD WATER UNION (TYP) CENTER SECURING BRONZE SCORATED TOP SCREW FLOOR LINE d ••G 4 t • 4 •4 • FLANGED WITH FLASHING COLLAR AS REQ'D ri. LiI FITTING TYPE AS REQ'D TO SUIT FLOOR CLEANOUT DETAIL SCALE, N.T.S. SEEE SHEET P3.0 FOR PIPE SIZE. METER COCK IT -OFF VALVE (TYP) UNION (TYP) A.S.M.E. APPROVED TEMPERATURE AND PRESSURE RELIEF VALVE APPROVED GAS SHUT -OFF VALVE STRAP TO WALL STRUCTURE RELIEF DRAIN TO MOP SINK DRAIN VALVE DRIP PAN WITH INDIRECT DRAIN TO ADJACENT MOP SINK INDIRECT DRAIN TO ADJACENT MOP SINK SUPPORT PLATFORM BY OTHERS GAS WATER HEATER DETAIL SCALEi N.T.S. um 24" DIAMETER GAS LOW PRESSURE ALARM SEE PLAN FOR CLEANOUTS BEFORE TIGHT CAST IRON AND AFTER GREASE INTERCEPTOR MANHOLE AND FRAME TRAFFIC RATED OUTLET PRESS. GAUGE ACTIVATION VALVE CONN. FOR IMF FiLiuca INLET PRESS. FINISHED GRADE SAMPLING _ GAUGE ACTIVATION VALVE BOX FIRE -RATED WALL METALLIC PIPE WATER IN DEPTH AS ,; ; CONCRETE , p; REQUIRED PRE -CAST INSULATION SHALL METAL JACKET. i MANHOLE BE PROVIDED WITH SECTIONS ;, THE SAME PERFORMANCE COUPLING AS AS THE FIRESTOPPING REQUIRED(TYP.) Al . , ; • 6 •'. '; . . 9 MATERIAL e . CAPPED 3" CAPPED 18" V -3" NOTE WATER SHUT -OFF CA, TEE 1' -0" TEE' OUTLET ' 1. STRENGTH DESIGN SHALL BE IN ACCORDANCE TO H -20 BRIDGE WATER x r`." LOADING WITH 4500# PSI V) w LEVEL 12" CONCRETE, #4, GRADE 60, REBAR. a o z INLET 2. CONTRACTOR SHALL OBTAIN U UW -6" z COARSE FILTER & APPROVED APPROVAL AND COMPLY WITH ALL z o PRESS. VESSEL ASSY. SANITARY _ `' ; REQUIREMENTS OF LOCAL ? — FOR PERMIT ISSUANCEOFFICIALS. PRIOR TO CARRIER ( I. WATER SCOTT FAZE & ASSOCIATES, INC. INSTALLATION. ( ) PIPE .INSULATION v ¢ 4' o CAPACITY SHALL . 6" 6" AS REQUIRED(TYP.) M v EVERPURE MODEL #9437 -11 OUT BY DATE H/2 ° BE 1,000 GALLON 3. INTERCEPTOR SHALL BE (MIN.) (MIN.) OR EQUAL These pans have been reviewed for adherence to thePRECASTBYJENSONPRECAST. -•" hereby 9e codes and ordinance. Authorization isWIDTHISYantedtoissueabuilding4' -10" TO ICE CUBERS 12' 12" +, • ON TOP OF SODA aPProva, by ail applicable City agencies. pefmlt pending IMF FILTERS I ', : p p Sp The issuance or granting Permit all not be 6 •. , ':° ' •< FINISH WATER codesvat of these plans shall a of th It based on FLOOR OUT P or approve any violation Construed to authority to violate or cancel the a applicable to gi or ordinance No permit presumed io giveORCABINET /COUNTER _` codes shall be valid. provisions of suchSURFACE INTERCEPTOR DETAIL PIPE THROUGH WALL DETAIL WATER FILTER ASSEMBLY 10 GREASE SCALE, N,T,S. H.T.S. N.T.S. TO ICE MAKER Q! w z 0 z 48 o cf) J L _o a Yf m44 v 44 w H _ _ -- z U U Zw FC 2-- z o Ld ig Z O Q 0 m m cc 0 ® tnoaz>- N o> --ai w pG1 ZZ 3 9 IS WOF ? F jQOV7 NO a VDUa W117aZ 8 o a' pF( z TES B8 UN U W zg OS p H wo1jPw * % &° 0 . , a. iY . 1 _R__OU- jA9,ZF V xxyz.F 69HM26aaaowz 0 Z cT3 aanzo,zjN WwbW F- zo9=9 $ pp 9 vi V ,W2 iE WHA)x fa6iria J DATE CDP 12 -17 -03 O w w 2 U O M LU Cc Mo h 039- 003 -0204 0000 Qro ZJ rz Z Co 5ai ° ' 4 U p to CC 4 - H 0" J i 0 U 03NZ aT-0 W Z be 0 CO 0 N M 8 J DATE CDP 12 -17 -03 O U O T 039- 003 -0204 0000 Qro Co X 0 tti U p L l U N 0 U W Z be CO S• N M 8 L16 a J r W W j 44 f- uj W Z OZ 0 • m it M G a. DRAWN BY DATE CDP 12 -17 -03 10 DATE MJA 12 -18 -03 W 039- 003 -0204 W N 0 ICCJ 4 W W W be H 0'4 04 Z -1' L16 a J W Z O CD Z cc 0 W =az JV I® W W ® II= C) 00 4 0 440444410 d 44 0 0. R cccco40 ILcm =0 W W j 44 f- uj W Z OZ 0 • m it M G a. DRAWN BY DATE CDP 12 -17 -03 CHECKED BY DATE MJA 12 -18 -03 JOB NO. 039- 003 -0204 DRAWING NUMBER 1 OF DRAWINGS E1 16 CARWASH WASTE & VENT PLAN- SCALE: 1/4 " =1' -0" north RFE:100.0' RFLE.96.3' 22 N 0 o 1" EYED NOTE S CID 2" WASTE LINE IN WALL. O 1-1/2" VENT BELOW SLAB. C3 PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS. GEXTEND SANITARY SEWER 5' -0" FROM BUILDING. MAKE CONNECTION, SEE CIVIL DRAWINGS FOR CONNECTION POINT. 2" CONDENSATE WASTE ABOVE CEILING. G) 2" CONDENSATE WASTE DOWN COOLER WALL TO BELOW SLAB, TIGHT LINE TO SANITARY SEWER. 3" VTR O ROUTE VENT PIPING AROUND ROOF HATCH, PIPING SHOWN IN THIS AREA FOR CLARITY PURPOSES. ROUTE P &T RELIEF TO MOP SINK, TERMINATE WITH APPROVED AIR GAP. 10 5" RWL DOWN FROM ROOF DRAIN 11 5" OVERFLOW RWL DOWN FROM OVERFLOW DRAIN. 12 5" RWL DOWN TO BELOW SLAB. 13 5" OVERFLOW DOWN DAYLIGHT OUT EXTERIOR WALL 24 A.F.G. 14 EXTEND 5" STORM DRAIN LINE 5' -0" FROM BUILDING, MAKE CONNECTION, SEE CIVIL DRAWINGS FOR CONNECTION POINT. GDCOORDINATE STORM DRAIN PLACEMENT WITH BUILDING FOOTINGS, SEE ARCHITECTURAL DRAWINGS. 16 CARWASH EQUIPMENT NOT IN THIS CONTRACT. 17 3" VENT BELOW GRADE. 18 2" CONDENSATE WASTE DOWN IN WALL TO BELOW SLAB. TIGHT LINE TO SANITARY SEWER. 19 SEE CIVIL DRAWINGS FOR EXACT LOCATION. 20 EXTEND GREASE WASTE 5' -0" FROM BUILDING. MAKE CONNECTION TO GREASE INTERCEPTOR AS NECESSARY. GT)ROUGH IN FOR HAND SINK, SINK SUPPLIED AND INSTALLED BY OTHERS. 22 MAKE CONNECTION TO MAIN SANITARY SEWER SYSTEM. 23 RUN VENT PIPING IN LOW WALL TO FULL HEIGHT WALL. 24 DRAIN SODA FOUNTAIN THROUGH WALL TO FS -2. 25 DRAIN COIL CONDENSATE TO NEAREST FLOORSINK, THROUGH APPROVED AIR GAP. STATION 0 V)- 4-COTG 19 G! 1 APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinanceAutriorizationisherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. V 0 Z O v tnZazmoN °>- vi w Zat Ti,•,m m w - 8 ox° SU800a •wico40 H Viab3Qh°u W51COVVU va 3t A fl14 ~Z FW1 =y3 cc% z ° °— aw °a— i a z °` } aW Wa to cai3r zo Fv,zQ'F-• Wo U 1 -F- °W- aajO W U z ,0- -v 6z•- C maiT51'ii aagWzUZFWVFi jqg bS a tnw wW z a z° 806908 NW Z QFa Z q = pOUVV IJ W85*'3WH -:1 86W a! A _.. *5 ARNW0 °fin BNy` p aWC °maaaaF,r-_ j-fWZ_ 4- r,a Qa2ZF-< - ggHROW Z N o tz WW J P Z W tg9 C7ZgYuu?i Z OD W to vmicdca F W co o-" 1 a z 3NZ W o°x a a CD nmau. 0 v = 0 D p O O Cn `'= c 00 V C r Z z Cz 3 0 U) > Cc Z Cz Q. I CO O J DATE CDP 12 -17 -03 Z 'z N DATE U M O L j a 00z y W V) X Y N U 0 W IL z z g o Cl- d U Z 0 O O O OR O a V 0 Z O v tnZazmoN °>- vi w Zat Ti,•,m m w - 8 ox° SU800a •wico40 H Viab3Qh°u W51COVVU va 3t A fl14 ~Z FW1 =y3 cc% z ° °— aw °a— i a z °` } aW Wa to cai3r zo Fv,zQ'F-• Wo U 1 -F- °W- aajO W U z ,0- -v 6z•- C maiT51'ii aagWzUZFWVFi jqg bS a tnw wW z a z° 806908 NW Z QFa Z q = pOUVV IJ W85*'3WH -:1 86W a! A _.. *5 ARNW0 °fin BNy` p aWC °maaaaF,r-_ j-fWZ_ 4- r,a Qa2ZF-< - ggHROW Z N o WW J P Z W tg9 C7ZgYuu?i Z OD zo`" to vmicdca F W co o-" 1 a 3NZ W o°x a a CD nmau. 0 v = V D p O Z o J R W OD N to W co IJ i Q T O L a CD v = 0 ca D p O O Cn `'= c 00 V C r Z 0 Cz oCyaO 0 U) > Cc Z Cz Q. I CO N = 0 DRAWN BY DATE CDP 12 -17 -03 Z 'z N DATE Z R W a N 0 Z J H W W W J W a O O ZJ Wa LIJ CcW10 Z 0 oCyaO U) > Cc Z CL CC IC ci DRAWN BY DATE CDP 12 -17 -03 Z 'z N DATE MJA 12 -18 -03 JOB NO. L j a 0 0z cc cct0 o.as0 Z a Z H W W a O V LIJ Z 4 03 DRAWN BY DATE CDP 12 -17 -03 CHECKED BY DATE MJA 12 -18 -03 JOB NO. 039 - 003 -02 -04 DRAWING NUMBER 1 OF DRAWINGS CARWASH PLUMBING P SCALE: 1/4 " =1' -0" north D 11 KEYED NOTES CD 2 -1/2" DOMESTIC WATER SERVICE, 5 - -0" FROM BUILDING, MAKE CONNECTION. SEE CIVIL DRAWINGS FOR CONNECTION POINT. 2 -1/2" CW UP INTO BUILDING WITH BALL VALVE, AND PRESSURE REDUCING VALVE AT 12" A.F.F. IN ACCESS PANEL. 3/4" CW OUT TO AIR /WATER REEL. SEE CIVIL PLANS FOR CONTINUATION. O 3/4" CW DOWN IN WALL O2-CW WITH BALL VALVE CAP FOR CARWASH CONNECTION. 1/2" TRAP PRIMER LINE BELOW SLAB. 1/2" CFW BELOW SLAB IN 4" PVC WITH, LONG RADIUS ELBOWS, CONNECT TO EQUIPMENT THROUGH BACK FLOW PREVENTER. O 3/4" CWF DOWN IN WALL TO EQUIPMENT. O 3/4" GAS DOWN IN WALL, WITH 3/4" GC, GAS UNION, & 6" DIRT LEG. CAP FOR FUTURE CONNECTION TO WATER HEATER. i0 GAS METER BY GAS COMPANY. 11 SEE CIVIL DRAWINGS FOR CONTINUATION. 12 3/4" GAS DOWN IN WALL, WITH 3/4" GC, GAS UNION, & 6" DIRT LEG. CAP FOR FUTURE CONNECTION TO STEAM TABLE. 13 3/4" GAS, WITH 3/4" GC, GAS UNION, & 6" DIRT LEG, CONNECT TO EQUIPMENT. 14 GAS UP TO A/C UNIT. SEE P -4/1 FOR CONTINUATION. 15 2 -1/2" GAS UP IN WALL 16 ALL WATER PIPING IN THE QSR SPACE TO BE ROUGHED IN WITH ANGLE STOPS FOR FUTURE USE. 1 2" GAS DOWN IN WALL WITH 2" GC, GAS UNION, & 6" DIRT LEG. CAP FOR FUTURE CONNECTION TO RANGE, GRIDDLE, AND FRYERS. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. A,.ithonzat,on isherebygrantedtoissueabuildingpe; rnit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit teased onapprovaloftheseplansshallnotbecot strued topermitorapproveanyviolationofthea;,plicablecodesorordnanceNopermitpresumedtogiveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. Da. Ov a0BRvk qw h af- S °12a iO - W UW ZO OV t p0 F v,- 9mPgPdr ah z ma Q w, 6 g N a vi v(S.a FQ tTliWti 6 m °w8 a 1- v a iil;°'avi,iYiN wo v Fa = . 0a g W1=0 Z.900VQUd W zzgaigozx ,. wi3 O U jw UtZ+i pj B Q=6 iE.112166 'ZStTSHHHO X U C a S C. Q Cl L co E ti O DotiO Ncfl0 O tCS V i U- 00 Co T ULO Zq co Cs N D CL d) z 1 OF DRAWINGS W 1 M N Z 0 0 A 1- ZJF Z 0am"g 1- incca44- oU' ° - J t CL WZ -: x, W'-OTg! Hza U. 0 o 4C 0 0 0.j U. w U C a S C. Q Cl L co E ti O DotiO Ncfl0 O tCS V i U- 00 Co T ULO Zq co Cs N D CL d) DRAWING NUMBER z 1 OF DRAWINGS V U c 1 M N 0 A W CC J a W 0 V r W H z o 4C 0 0 0.j U. w z I— jp w W cW in i DATE cc 0 0 CHECKED OCwO DATE iM LU JOB z a Z WUl12I, D 0 Z A IL 0gr*z IL Qa a. I oo4C0 DRAWING NUMBER z 1 OF DRAWINGS a A W a0 V C W z 0 DRAWN BY DATE CDP 12 -17 -03 CHECKED BY DATE MJA 12 -18 -03 JOB NO. 039- 003 -02 -04 DRAWING NUMBER P11111111113 1 OF DRAWINGS tr4 ROOF PLUMBING PIAN SCALE: 1 /4 " =l' -0" north KEYED NOTES O 1 -1/4" GAS WITH 1- 1 /4 "G.C., GAS UNION, & 6" DIRT LEG. CONNECT TO EQUIPMENT. GAS UP FROM BELOW. SEE GAS CONNECTION DETAIL P -1.1/7 Q 1" CONDENSATE WASTE FROM A/C UNIT WITH TRAP DRAIN INTO ROOF RECEPTOR. 3/4" GAS WITH 3/4" G.C., GAS UNION, & 6" DIRT LEG. CONNECT TO EQUIPMENT. CD CONDENSING UNIT FOR REFRIGERATED EQUIPMENT, COORDINATE LOCATIONS WITH ALL OTHER TRADES. APPROVED FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY_ DATE These Frans have been reviewed for adherence to theapplicablecodesandordinanceAuto: )nzat +on isherebygrar,rec to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthor;ty to ,iulale or cancel the provisions of suchcodesshallbetia'i,1, Li. W Z 0 Z 3 O - J in Qn o tiff 5i U) U m cc N w Ne- y w w 0 0 w z z o a. CL U m y m w O Q u Zazm NoZmoN` N tnds w d aww 7 w nffiz U U 2$p rtSO - H 0-' UV ,rS U wxZm-O; uq; O NE- U7~RROD -4Q z 0!o >- a_ ° °``5zwc'3 w 253 -g 5096ap ,Utzi 8N 0,°? no zox n Z =w ° 1n oi'n Z?aVin'aa LS a n ooaO1a G°-zn, flwZZ6 Z °Wb-'§8U pSpp pp p V F' O- MNF -wi! 6Qa =qN< Fart- Q ~p11-- 44Kl1 tVnl Oin 0. V3 aw°Y112' n aQx U °m da WUzapwg. O KC O a3IStT3FZV°i <t=i m <° DRAWING NUMBER to=4 LU 1 OF DRAWINGS W M wZ190 co Z D C.0 jz0—rz Ou- Qp - aate 8 3 uiZ.. CIO WroitimO.LL CC J.. C W x cri L-0 W co co DRAWING NUMBER to=4 0 1 OF DRAWINGS V M co D C.0 CC J.. C W x cri W co A co F Ito 0 CO Ca y Cz Fl CM D i tin It (3 zt DRAWING NUMBER to=4 1 OF DRAWINGS V M cc+ C4 CC J.. C W W O.J LL. t" .n, 0 j in® tin It (3 CC OC C9 I dot 0z r i Z k w II— Q Z 00 t cc vCC O 44 3 z -j Z O 4C 4C a x` 111/ 1 49010CW490 DRAWING NUMBER to=4 1 OF DRAWINGS SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS PART 1 - GENERAL 1.1 SUMMARY A. Labor, materials, tools, and services for a complete installation of equipment and system contained in the Contract Documents. B. Principal features of the work included are: 1. Heating, ventilating, air conditioning systems, controls, and mechanical system insulation. 2. Roof curbs for HVAC systems, intake hoods, louvers, supply fans, and relief vents furnished and set under this Division. S. Plumbing system and related piping insulation. 4. Domestic water piping, valves, connections and related piping insulation. 5. Limited area fire protection (sprinkler system). 6. Refrigerant piping, connections, refrigerant and refrigerant charges. 7. Excavating and backfilling for mechanical work; coordinate with Architectural specs. 8. Anchor bolts, sleeves, supports and similar items to be built into concrete or masonry. 9. Preparation for testing and balance of mechanical systems and correcting deficiencies. 10. Preparation and submittal of shop drawings and product data. 11. Maintaining a record set of blueline prints and marking them to indicate locations of concealed items, and deviations made to suit conditions and production of mechanical as -built (record) drawings. 1.2 JOB CONDITIONS A. Submittal of bid implies bidder has read applicable paragraphs of the specifications and will be bound by their conditions. 1.3 LOCAL CONDITIONS A. Conform with local conditions. Coordinate with local utilities on size of utility services. 1.4 INTENT A. The contract documents (drawings and specifications) describe the mechanical work of this project. Any item mentioned in one part shall be as binding as though mentioned in both. B. The contract documents form a guide for a complete mechanical installation. Where an item is reasonably necessary but not specifically mentioned, such as duct hangers or transitions, piping offsets, drains, etc., for a complete system, provide same. C. Mechanical layouts indicated on drawings are diagrammatic only. Exact locations of ducts, pipes, and equipment shall be governed by the drawings of related trades. 1.5 DEVIATIONS A. No deviations from specifications and drawings shall be made without full knowledge and written consent of Construction Manager. B. Should Contractor find, during progress of work, conditions which dictate a modification of any particular requirements, report such item promptly for decision or instructions. 1.6 QUALITY ASSURANCE A. Comply with applicable local, state and federal codes. B. Comply with applicable requirements of recognized industry associations which promulgate standards for the various trades. C. Employ only qualified journeymen for this work Employ competent, qualified mechanics to supervise the work- 1.7 CODES AND STANDARDS A. Perform work specified in Division 15 in accordance with the applicable codes and standards listed below, and such standards that may be specified in other sections. When these specifications are more stringent, they take precedence. In case of conflict, obtain a decision from the Construction Manager. 1. NFPA 54: National Fuel and Gas Code. 2. NFPA 90A: Air Conditioning and Ventilation Systems. 3. NFPA 101: Life Safety Code. 4. Applicable State or City Building Code. 5. Applicable State Mechanical Code. 6. National Standard Plumbing Code (or Applicable State Plumbing Code). 7. Handicapped Code ANSI Al hed wall.917.1 and ADAtable 8. Applicable State Energy Code. 9. AGA: American Gas Association. 10. ANSI: American National Standards Institute. 11. ARI: American Refrigeration Institute. 12. ASHRAE: American Society of Heating, Refrigeration and Air Conditioning Engineers. 13, ASME: American Society for Mechanical Engineers. 14. ASTM: American Society for Testing and Materials. 15. MSS: Manufacturers Standardization Society of the Valve and Fitting Industry. 16. NEMA: National Electrical Manufacturers' Association. 17. NFPA: National Fire Protection Association. 18. SMACNA: Sheet Metal and Air Conditioning Contractors' National Association. 19. UL: Underwriters' Laboratories, Inc. 1.8 COORDINATION A. Carefully examine specifications and drawings to be thoroughly familiar with items which require plumbing or HVAC connections and coordination. B. Coordinate with other Divisions to leave proper chases and openings. Place outlets, anchors, sleeves, and supports prior to pouring concrete or installation of masonry work. 1.9 SUBMITTALS A. Submittals are only required for specific items of equipment or material listed in individual sections of these specifications. B. Within 15 days after award of contract for this work, submit a list of proposed manufacturers (of equipment or material to be used) for approval. Submit this list before submittal of shop drawings and product data, and obtain approval before submitting required items. C. Shop Drawings (Not required for Owner furnished equipment, if any). 1 A 0 DELIVERY AND STORAGE . A. insofar as possible, deliver items in manufacturer's original unopened packaging. Where that is not practical, cover items with protective materials to keep them from being damaged. Use care in loading, transport, unloading, and storage to keep items from being damaged. B. Store items in a clean, dry place, and protect from damage. 1.11 FIRE RATINGS A. Materials used anywhere in the work must have NFPA ratings as follows: 1. Flame Spread - Not over 25. 2. Smoke Developed - Not over 50. 3. Fuel Contributed - Not over 25. B. Materials shall be "Self Extinguishing" 1.12 PERMITS AND FEES A. Obtain, pay for, and deliver permits, certification of inspection, and other such items required by the authorities having iurisdiction. Deliver certifications to the Construction Manager prior to Final Acceptance of the work. An inspection certificate for each class of work requiring inspection must be submitted prior to or with the final payment invoice. The responsible Trade Contractor must make application for the inspection, coordinate same and pay the required inspection fee. 1.13 EXTENDED WARRANTIES A. Work furnished under the Contract shall be warranted against defects in workmanship and (Contractor furnished) materials for a period of not less than one (1) year, or as otherwise specified, from the date of Final Acceptance of the installation. Defects of workmanship developing during this period shall be remedied, and defective material replaced, without additional cost to Owner. When defects in a Trade Contractor's work causes damage to the work of other Trade Contractors, such damage shall be repaired by the Trade Contractor causing damage and work restored to its original condition, at the expense of the Trade Contractor that caused the damage. PART 2 - PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Within the Contract Documents relating to mechanical work, manufacturers' names, catalog numbers, and other proprietary references to materials and equipment are made. Such references are made to establish the standards of quality and type required, and not to limit competition. Acceptable manufacturers of competitive products are listed in applicable sections as approved equals Reasonable requests for substitution or additions to "approved equals" will be considered, but the Construction Manager will be the sole judge of acceptability of items proposed as substitutes. B. Materials and equipment used in carrying out these specifications shall bear UL or other recognized testing laboratory label when such labels are available. PART 3 - EXECUTION 3.1 LOCATIONS A. Mechanical layouts indicated on drawings are diagrammatic. Exact locations of ducts, pipes, and equipment may vary because of conflicts with work of other trades. Work out conflicts where relocations will not affect operation or appearance of systems. B. Locate equipment requiring periodic servicing so that it is readily accessible. Do not back up service sides to walls, nor place it too close to other equipment to make service impractical. Equipment service clearances shall meet minimum acceptable distances as recommended by equipment manufacturer. 3.2 UTILITIES EXCAVATING AND BACKFILLING A. Perform trenching, excavating, backfilling for mechanical work in accordance with Architectural specs. and as set forth below. 1. Perform work necessary for installation of mechanical /plumbing utilities. 2. Depth of excavation to provide a minimum of 3' above top of pipe. Excavation to be carried to a depth of at least 6" below bottom of pipe elevation. Fill below pipe (W), around pipe, and a minimum of 12" above pipe with sand or Class "B" crushed stone tamped firm and even. Separate topsoil during excavation. Final layer of dirt (12" minimum) to be topsoil. Trenches to be at least 18" wider than pipe with batterboards placed every 26. Backfilling shall be done to exclude use of rock or stone above sand or crushed stone. 3.3 CUTTING AND PATCHING A. Repair or replace routine damage caused by cutting in performance of contract. B. Correct unnecessary damage caused due to installation of mechanical work C. Perform repairs with materials which match existing and install in accordance with the appropriate section of these specifications. 3.4 CONNECTION TO EQUIPMENT A. Connect or install equipment shown on mechanical drawings that requires plumbing and/or mechanical hookups. 1. Rough -in piping and connect equipment. 2. Provide piping, shutoff valves, and unions required for a complete installation. 3.5 SERVICE OF SYSTEMS A. If equipment is placed in service prior to acceptance of the project by Construction Manager, operate equipment strictly in accordance with manufacturer's instructions. B. Employ competent, qualified personnel in operation of the equipment. C. Provide for proper operation and cleanliness. D, Open up equipment for inspection as directed by the Construction Manager. E. Lubricate equipment and perform such other maintenance as required to place it in new, defect free, operating condition. END OF SECTION SECTION 15400 PLUMBING PART i - GENERAL 1.1 SCOPE OF WORK A. Furnishing of all labor, materials, tools, transportation, services, and related items necessary to complete the installation of the plumbing system as illustrated on the drawings and as follows: 1. Hot and cold water systems with complete connections-from the water meter to all plumbing fixtures and equipment requiring water connections. 2. Soil, waste, vent and condensate system lines inside and outside the building. 3. Plumbing fixtures, including all the required trim and supports. 4. Trenching and backfilling. 5. Rough -in and final connection to equipment in the kitchen and service area. 6. Final plumbing connections to heating and air conditioning equipment. 7. Meters and utility connections. 8. Gas piping to heating, ventilating and air conditioning units, water heaters, ranges, re- thermalizers and fryers. 9. Empty PVC piping in ceiling space for beverage lines.t each suppor6 PART 2 - PRODUCTS 2.1 DESCRIPTION A. Soil, Waste and Vent Piping Below Floor to 6-0" Outside Building: ASTM C564 or CISPI 301, Standard weight coated cast iron soil pipe and cast iron /neoprene gasket fittings. Yard piping, extra strength vitrified clay pipe and fittings. A.B.S. or P.V.C. Schedule 40 pipe and fittings may be installed, as approved by local authority in concealed locations only. B. Soil, Waste and Vent Piping Above Floor: ASTM C564 or CISPI 301, Standard weight coated cast iron pipe and stainless steel /neoprene gasket fitting, or A.B.S. or P.V.C. Schedule 40, as approved by local authority in concealed locations. C. Hot and Cold Water Piping Above the Floor: ASTM B88, type "L" copper, hard drawn. Below ground outside of building: Type "K" soft drawn copper tubing without joints. D. Condensate Drain Piping: ASTM B88, Type "M" copper with 50/50 sweat solder and wrought copper fittings or P.V.C. schedule 40, as approved by local authority. E. Indirect Waste Piping: ASTM B88, Type "M" copper with 50/50 sweat solder and wrought copper fittings or P.V.C. schedule 40, as approved by local authority. F. Beverage Line Pipe: Electrical P.V.C. pipe with 30 -inch full 90 degrees sweeps. G. Underground Gas Piping: ASTM A53, Schedule 40 black steel pipe with long radius steel welding fittings including cathodic protection or polyethylene as approved by local gas company and authority having jurisdiction. H. Gas Piping Above Ground: ASTM A53, Schedule 40 black steel with 125 pound black malleable iron screwed fittings. Install moisture traps on HVAC units, water heater, and kitchen equipment. I. Gas Piping Compound at Joints; in compliance with NFPA Bulletin #54 and local applicable codes and suitable for natural gas service. 2.2 INSULATION A. Insulate all hot and cold water copper piping with at least 1 /2" thick foam rubber or foam plastic type pipe insulation. 2.3 FIXTURES A. All Fixtures: As indicated on drawings with equal products furnished by American Standard, Kohler or Eller. 2.4 WATER HEATER A. Provide size as indicated by American or Teledyne; standard warranty, with parts list and manufacturer's installation instructions. 2.5 CLEANOUTS, FLOOR DRAINS AND FLOOR SINKS A. All Accessories: As indicated on drawings with equal products furnished by Wade, J. R. Smith, Josam, or Zurn being acceptable. 2.6 EQUIPMENT A. Shutoff valves underneath lavatories, tank type water closets, and kitchen equipment fixtures: Chrome plated angle stop valves with chrome plated escutcheon plates and as scheduled on drawings. B. Hose Cocks: As scheduled on drawings; non - freeze, self- draining for exterior locations. C. Vacuum Breakers: As scheduled on drawings. D. Backflow preventers: Watt, Febco, or equal; as scheduled on drawings. PART 3 - EXECUTION 3.1 PIPING A. Run all piping concealed except where otherwise indicated on drawings. B. Install valves, traps, dean -outs and other apparatus in an easily accessible location. C. Install soil, waste vent offsets and condensate drains with a minimum uniform grade of one- eighth to one - quarter Inch to the foot. D. Maintain hot and cold water lines at least 6-inches apart where piping is parallel. E. Provide avome escutcheon plates where all pipes pass through a finished wall. 3.2 HANGERS AND SUPPORTS A. Support copper piping at intervals not to exceed r4r and at each change in horizontal or vertical direction. 3.3 PLUMBING FIXTURES A. Furnish and install all plumbing fixtures complete with all equipment fittings, trimmings and accessories. B. All Fixtures: Grade A, white. C. Exposed Piping to Fixtures: A product of the fixture manufacturer. D. Provide Stops as manufactured by the fixture manufacturer, with metal- to-metal seat for all fixtures and equipment. 3.4 TEST A. The plumbing system and associated system is subject to final approval of the Owner's Representative and authorities having jurisdiction. Perform all tests required to show code compliance as directed. 3.5 CLEANING AND PROTECTION A. After the plumbing piping has been installed, inspected, and approved, flush the piping system to removal any foreign matter from the pipes. Where required, use chlorine or HTH solution to sanitize the new piping. END OF SECTION APPROVED FOR PMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY_ DATE These plans have been reviewed for adherence to theapps, cable codes and ordinance. Authorization isherebygrar:ted to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesOrordinance. Noauthoritt permit presumed to giveyoviolateorcanceltheprovisionsofsuchcodesshallbevalid. of "4 w z 0 z 0 V) 0 E V) y U) N LLJ Ne- H _ _ 0 0 w z z o a 0 LLJ -3 O ° s m CO v_ro ' Fn zF z -pm °aw t3 3 W W SaoW ii ° 111 1.9irr'34 M 4 "ZI is) ED ELECTRICAL COVER SHEET E1 SITE ELECTRICAL PLAN E1A SITE PHOTOMETRIC PLAN E2 POWER PLAN E3 LIGHTING PLAN E4 SPECIAL SYSTEMS PLANS E5 ROOF ELECTRICAL. PLAN E6 ONE -LINE AND PANEL SCHEDULES E7 ELECTRICAL DETAILS E8 ELECTRICAL DETAILS E9 ENERGY COMPLIANCE SYMBOLS LIST KEYED NOTE DESIGNATOR MECHANICAL DESIGNATOR EQUIPMENT DESIGNATOR 2x4 FLUORESCENT LIGHT FIXTURE Ca 2x4 FLUORESCENT LIGHT FIXTURE WITH BATTERY BACKUP o) (b) INDICATES DUAL BALLAST SWITCHING 4' FLUORESCENT UGHT FIXTURE EMERGENCY LIGHT 0 RECESSED DOWNUGHT FIXTURE 1"v WALL I A^1 1\Irrn ^L r r-I%M fo v vr u °»utm ° CM iavn ° r °A I vnE @-® POLE MOUNTED LIGHT FIXTURE SPECIFICATION GRADE 277 VOLT 20 AMP SINGLE POLE SWITCH Z SPECIFICATION GRADE 277 VOLT 20 AMP TWO POLE SWITCH 3 SPECIFICATION GRADE 277 VOLT 20 AMP THREE WAY SWITCH T SPECIFICATION GRADE 277 VOLT 20 AMP TIMER OVERRIDE SWITCH INDICATES FIXTURE TYPE INDICATES MOUNTING TYPE R INDICATES RECESSED S INDICATES CEILING MOUNTED WITH 1 -1/2" SPACERS C INDICATES CEILING MOUNT P INDICATES PENDANT MOUNT" W INDICATES WALL MOUNT D SEE DETAIL CH INDICATES CHAIN HUNG PL INDICATES POLE MOUNT SPECIFICATION GRADE 120 VOLT 20 AMP DUPLEX RECEPTACLE WP - WEATHERPROOF GFI - GROUND FAULT INTERRUPTING SPECIFICATION GRADE 120 VOLT 20 AMP QUAD RECEPTACLE ISOLATED GROUND DUPLEX RECEPTACLE 0 SPECIAL RECEPTACLE AS INDICATED ON PLANS DIRECT CONNECTION TO EQUIPMENT JUNCTION BOX Hp HORSEPOWER RATED SWITCH FUSED DISCONNECT SWITCH FUSED PER MANUFACTURER'S RECOMMENDATIONS) SAFETY SWITCH CONTACTOR COMBINATION STARTER G ELECTRICAL PANEL Qr T -STAT (BY MECHANICAL) T TAMPER SWITCH F FLOW SWITCH BELL C74 SECURITY CAMERA j EMERGENCY SHUT OFF SWITCH (ESOS) V DATA OUTLET V TELEPHONE OUTLET CAN OUTLET CODE SIZE GROUND, NEUTRAL, AND HOT CONDUCTORS IN CODE SIZE CONDUIT UNLESS OTHERWISE INDICATED HOMERUN TO INDICATED PANEL CONDUIT BREAK OR CONTINUATION CONDUIT STUBBED UP CONDUIT STUBBED DOWN AP VOXIMATEE LOCATION OF OLITY TRANSFORMER( —, ) I 11'x• ffi 1, TYP 2)1'1 i J r d 1 1 R /W VP L Ii —== A -28 CD, "C - t,3 6 10:B- 13,15,17,19, 1,23 6 1 1 O:GND 1 6110:B-1 3.5,7,9,1 a ; 110:GND F 21 F z 9 17 i GED 4 6 GED RaRIVGTR TOILER - sP -1,3 D -2,4 Tiff P 12if Al s 20 i... 4 - 2{),22, 1... "^ a - 38,40 a 15 32 i « 18 i 36 f 37 ! i ( D -26 28 22 , 23 f ! 18 1 21 i; ° 2 10 l i 5 114 1 8 i 15 20 D- 19,21I ICI F D a R OIL - a. .; i- , P NP) i s E 7. -' GED 7 i 15 33 15 35 15 38 ! 10 CID , 19 D -32, 4 13 7 24 i 3' ei111 20 6 !i! 21 ® SA t!t 16 II e F° p; , (T1(P) -25,2 ICI E Di;# -? ' ifi ' G F D 7 7 i 15 i 0 E ! nin i- - - _ -- - - - - -- i nn 2 1 34 12 20 I I I I i i g x'9 i ! F9 F"F s ! TO MONUMENT SIGN SCALE: 1 "= 20' -0" Ilk GENERAL NOTES 1. REFER TO CAR WASH DRAWINGS FOR ADDITIONAL WORK BY THIS CONTRACTOR. KEYED OT. E V. 1 UTILITY TRANSFORMER. COORDINATE SPECIFIC REQUIREMENTS WITH COURTNIE POWER PLUS UTILITY, CH4RT®POWERPLUSUTWIY.COM. OISTING { " AN 0 EE ONE -LINE DIAGRAM ON SHEET E6 FOR AND CONDO O COORDINATE LOCATION WiTH OWNER, O4 PROVIDE AND INSTALL 4' X 8' X 3/4" MARINE PLYWOOD FOR DATA AND TELEPHONE TERMINATIONS. PROVIDE AND INSTALL 4' CONDUR WITH NYLON PULL CORD FOR TELEPHONE CABLES. GD SEE DETAIL 1 ON SHEET E6 FOR ELEVATION. SEE SHEET E7 AND E8 FOR ADDITIONAL INFORMATION. O SEE DETAIL 4 ON SHEET ED FOR POLE BASE DETAIL O SEE DETAU. 3 ON SHEET ED FOR FUEL DISPENSER. O SEE SHEET E3 FOR CANOPY LiGHTMIG. O SEE DETAIL 2 ON SHEET ED FOR UNDERGROUND FUEL TANK CONNECTIONS. 10 EMERGENCY SHUT OFF SWITCH (ESOS). SEE SHEET E7 AND ES FOR ADDITIONAL INFORMATION. 11 ROUTE CIRCUITS THROUGH DM RIOR LIGHTING CONTROLLER LOCATED ADJACENT PANEL SP. SEE DETAIL. 7 ON SHEET E0. 12 CLASS 1 DIVISION 2 HAZARDOUS LOCATION. SEE NEC HAZARDOUS AREA NOTES THIS SHEET. ALL ELECTRICAL WORK WITHIN THiS AREA SHALL BE 149ALLED PER NEC ARTICLE 514 CDPROVIDE AND INSTALL OVERFILL ALARM AND ACKNOWLEDGE SWITCH PER MANUFACTURERS RECOMMENDATIONS. PROVIDE AND INSTALL 1' CONDUIT TO VEEDER ROOT. VERIFY NUMBER OF CONDUCTORS TO VEEDER ROOT. VERIFY LOCATION WITH ARCHITECT. 14 PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FOR CAR WASH PANEL SEE ONE -LINE DIAGRAM ON SHEET E6. COORDINATE STUB UP LOCATION WITH ARCHITECT PRIOR TO SUBMITTING A BID. 15 PROVIDE & INSTALL 1' CONDUIT WiTH PULLCORD FROM DISPENSER TO BROWN BOX FOR FUTURE USE 16 PROVI1NG TO INSTALL 1' CONDUIT WITH PULLCORD FROM CARWASH 17 PROVIDE & INSTALL 1 CONDUIT WITH PULLCORD FROM CARWASH X TO OFFICE COORDINATE STUB UP LOCATION WITH OWN 18 PROVIDE & INSTALL 4' CONDUIT WITH PULLCORD FROM BROWN BOX TO CASHIER AREA AND OFFICE. 19 TO Vim INSTALL 1' CONDUIT WITH PULLCORD FROM BROWN BOX 20 BOND GROUNDING CONDUTOR TO CANOPY COLUMN USING EXOTHERMIC WELD. 21 #3/0 GROUND RING, 30' BELOW GRADE. OPROVIDE AND INSTALL 1" CONDUIT WITH PULLCORD FROM OFFICE TO CARWASH AS INDICATED, FOR SECURITY CAMERAS. COORDINATE LOCATION WiTH ARCHITECT. 23 PROVIDE AND INSTALL LITHONIA #DMW- 232 - 120 -GEB OR APPROVED EQUAL AT LOCATON INDICATED. COORDINATE FINAL LOCATION AND MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGH -II. CIRCUIT LIGHTING TO CARWASH PANEL 24 PROVIDE AND INSTALL (1)4' CONDUIT, W /PULLSTRING, TO BC PEDESTAL COORDINATE ALL REQUIREMENTS AND AL LOCATION WITH SBC ATNE 25 PROVIDE AND INSTALL 0 1 , PULLSTRING, FOR FUTURE SITE LIGHTING. STUB -UP, CAP, AND LABEL SITE LIGHTING'. 26 PROVIDE AND INSTALL (1)3" PVC CONDUIT W /PULL.STRING, FOR IRRIGATION CONTROL WIRING. STUB OUT 6" BEY_PNO` AOTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION UNDERGROUND TANK - FILL OPENING) EXTENT OF CLASS 1 GROUP D DIVISION 1 LOCA iON: ANY PIT BOX, UR SPACE 6ELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION i OR 2 CLASSIFIED LOCATION. EXTENT OF' CLASS 1 GROUP D DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FROM A LOOSE FiLL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION. OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - VENT- DISCHARGING UPWARD) EXTENT OF CLASS 1 GROUP D, DIVISION 1 LOCA ON: WITHIN 3 FEET (3F OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. EXTENT OF CLASS 1, GROUP D DIVISION 2 LOCATION: SPACE BETWEEN 3 FEET AD 5 FEET OF OPEN END OF VENT, EXTENDING iN ALL DIRECTIONS. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION ItRFMOTE PUMP - OUTDOOR) EXTENT OF CLASS 1, GROUP D. DIVISION 1 LOCO ON: OHR1ZOIiTA BOX SPACE BOLOfT. FROM ANY EDGE ANY PART WITHIN A EXTENT OF CLASS 1 GROUP D DIVISION 2 LOCATION: WITHIN 3 FEET 6F ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY EDGE OF PUMP. Op TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION DISPENSING DEVICE - PITS) EXTENT OF CLASS 1, GROUP D DIVISION 1 LOCH ION: ANY DPIT BO ' 1 OR SPACE §EL ED RADDEEiON EL' ANY PART OF WHICH IS WITHIN OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION iSPENSING DEVICE - DISPENSER) EXTENT q O F CLASS 1, GROUP D DIVISION 1 LOCO ON: PPOWERCOP ED DISPENSINGTHE DISPENSER PEETTCROLEUMEPRODU RFD IN ANSI/UL 87, OTYPICAL N.E.C. ARi1CLI^ 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS i GROUP D DIVISION 2 LOCO ON: WITHIN 18 INCHES HORiZOtITALLY fN Ai DIRECTIONS EXTENDING TO GRADE FROM 1) THE DISPENSER ENCLOSURE OR {2 THAT PORTION OF THE DISPENSER OSURE CONTAINING LIQUID HtWD NG COMPONENTS. O TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE OUTDOOR) SUP 0 18L NCHI=SGABOOUVE DGRADDELLLENVEL LWIITHINI 20 FEET HORIZONTALLY OF ANY EDGE OF ENCLOSURE. CONE NO. COND SIZE I CONDUIT FILL CONDUIT START CONDUIT END CONDUIT DESCRIPTION 11C 2 #12 & 1 112 GND DISPENSER #1 BROWN BOX PANEL DISPENSER POWER U2 1'C 2 112 & 1 #12 GND DISPENSER #2 BROWN BOX PANEL DISPENSER POWER Q 1 "C 12J12 & 1 #12 GND DISPENSER #3 BROWN BOX PANEL DISPENSER POWER C' 1'C 2 #12 & i #12 GND DISPENSER #4 BROWN BOX PANEL DISPENSER POWER L`5 1'C 2112 & 1 #12 GND DISPENSER #5 BROWN BOX PANEL DISPENSER POWER 1'C 2 #12 & 1 112 GND DISPENSER #6 BROWN BOX PANEL DISPENSER POWER Q 1'C 2 #12 & 1 #12 GND DISPENSER #7 BROWN BOX PANEL DISPENSER POWER 1'C 2 #12 & 1 #12 GND DISPENSER #8 BROWN BOX PANEL DISPENSER POWER 1'C 2112 & 1 #12 GND DISPENSER #9 BROWN BOX PANEL DISPENSER POWER O 1 "C 11i# 188) P TWISTED S DISPENSER #1 INTERCOM PANEL INTERCOM 10 1'C 1 ))118 P iR ISTED DISPENSER #2 DISPENSER #1 INTERCOM 11 1.0 QED PAIR TWISTED DISPENSER #3 DISPENSER #2 INTERCOM 12 i'C E)L# D18 T ISTED DISPENSER #6 DISPENSER #3 INTERCOM 13 1 "C 1 i )EL# 118 TWISTED DISPENSER #5 DISPENSER #6 INTERCOM 14 10C 1(8)#18 iSTED DISPENSER #4 DISPENSER #5 INTERCOM 1 `C SH)I #ELDER PAIR 18 TIN DISPENSER #7 DISPENSER #4 INTERCOM 15 1'C 4JETTWISTED DISPENSER #8 DISPENSER #7 INTERCOM 16 1'C 2 # tEL8 TPTRISTED DISPENSER #9 DISPENSER #8 INTERCOM 17 1'C 9)BELDEN CABLE 88760 DISPENSER #1 VEEDER ROOT PANEL DISPENSER SUMP MONITORING 18 1'C 8)BELDEN CABLE 88760 DISPENSER #2 DISPENSER #1 DISPENSER SUMP MONITORING 19 1'C 7)BELDEN CABLE 88760 DISPENSER #3 DISPENSER #2 DISPENSER SUMP MONITORING 20 1'C 6)BELDEN CABLE 88760 DISPENSER #6 DISPENSER #3 DISPENSER SUMP MONITORING 2i 1'C 5)BELDEN CABLE 88760 DISPENSER #5 DISPENSER #6 DISPENSER SUMP MONITORING 0 1'C 4)BELDEN CABLE 88760 DISPENSER #4 DISPENSER #5 DISPENSER SUMP MONITORING 1'C 3)r3 DEIN4 ^ALE o87SC I'spEf s;=R #; DISPENSER #4 DISPENSER SUMP 23 1 "C 2)BUEN CABLE 88760 DISPENSER #8 DISPENSER #7 DISPENSER SUMP MONITORING 24 1'C 1)BELDEN CABLE 88760 DISPENSER #9 DISPENSER #8 DISPENSER SUMP MONITORING 25 1 "C 3#10 & 1#10 GND TANK TURBINE BROWN BOX PANEL TURBINE POWER 26 1'C 5)BELOEN CABLE 88760 TANK TURBINE VEEDER ROOT TURBINE MONITORING 27 1 "C 3#10 & 1 #10 GND TANK TURBINE BROWN BOX PANEL TURBINE POWER 28 i'C 5)BEUDEN CABLE 88760 TANK TURBINE VEEDER ROOT TURBINE MONITORING 29 17C 3#10 & 1 #10 GND TANK TURBINE BROWN BOX PANEL TURBINE POWER 10C 1(5)BELDEN CABLE 88760 TANK TURBINE VEEDER ROOT TURBINE MONITORING 31 1 "C 18)BELDEN CABLE 8720 DISPENSER #1 BROWN BOX PANEL DISPENSER DATA 32 1'C 16)BELDEN CABLE 8720 DISPENSER #2 BROWN BOX PANEL DISPENSER DATA O 1'C 14)BELDEN CABLE 8720 DISPENSER #3 BROWN BOX PANEL DISPENSER DATA 1'C 12)BELDEN CABLE 8720 DISPENSER #6 BROWN BOX PANEL DISPENSER DATA O 1'C 10)BELDEN CABLE 8720 DISPENSER #5 BROWN BOX PANEL DISPENSER DATA 1 "C 8)BUEN CABLE 8720 DISPENSER #4 BROWN BOX PANEL DISPENSER DATA f 6 1-C 6)BELDEN CABLE 8720 DISPENSER #7 BROWN BOX PANEL DISPENSER DATA 37 1'C 4)BELDEN CABLE 8720 DISPENSER #8 BROWN BOX PANEL DISPENSER DATA 1'C 2)BELDEN CABLE 8720 DISPENSER #9 BROWN BOX PANEL DISPENSER DATA 39 1 "C PULLCORD VENT LINE VEEDER ROOT VENT DIAGNOSTIC (FUTURE) APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by aii applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. atzaZ> -0-6z U'96WW i nwWi Na w z Sa o°,rc3g w = i_EiEQa W; zorn A =1a- ~p O a 0UZ ui _ v a ricna z :51 WOWWfY vU zdw°Paavi.0p°aNt,a y gW(n OR ZVOa. jo F wls? -wt a ZFU czI Z W d' M"'- • m O 4pn QJE oa,< o o91W854.Oaa zUW= ui2 Z' C`dV7- fI;FO°W`aZ U' z matZi`v'f ao• v ORoRM 1=21 aWz° a8w aWQ O B 4lgia o g'Z' 3',:g z 0a i Ram_agir WORMU_aaVX5 -Ma 2oW2Wli• i,.- 0 P- OD a c coa' co LL C/) "= 00 ca r U Lo. Z OO CO) ca I a. N n C) 111 OC y Uj cc CD Wscti Z p 2 i fiitl 5 110 M L-av aLNo°xa to U C' 0 LL i,.- 0 P- OD a c coa' co LL C/) "= 00 ca r U Lo. Z OO CO) ca I a. N n C) DRAWING NUMBER MLI 2 OF 11 DRAWINGS 111 OC y i fiitl U 0 LL Z V a— aj CC ccPgo® 0 cc IL 0) 0CoZ i 24 IC 5 to e.. Z 0 Z p W llu ®1"• 0 104ac J j lid t- 0 v ° Z 0. 6 •C co •t DRAWING NUMBER MLI 2 OF 11 DRAWINGS 1 l E: 1 "= 20' -0" 0 A s APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These pans have been reviewed for adherence to theapplicablecedesandordinanceAuthorizationisherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. LLd z Z 4 a- 0` M I COWU)oil- 0- CL 0 F- Zoa O Cq.- o cn ga1zr 4 Q Q awn Z °V l u- OWUG.g OR _Rgg 0 4a = 0lAJ Q''d ZQ2 4704 a4 t33 6 z .. 2°12rnZ —chi ° to <blo' 9W ifio O viao °zi uilKaiyi Z zt3m av'ciz ac.6,oF6' OOZZzz iyyo( 2 EOtaOIO F-== 7 fl1Z d O WNWaBQ W<9o t 7 s W Z D q ID e b g rx i61 es W 04 aZN,* . Mgtz 1 co ZU.9N8 §;iwXti U) W'OZQ CD i • 0 V t 7 CM CM D q ID e b co _ W 04 1 s CO cis CD i • i LL. 0 ti 1 5 t C4 D asp W 04 O 1 cc 41C LU v LL. Wry laVY W iii cc j 1.0Z 0 1111,110110t: 0 Z< OO cc IC cc CO 44 , I' I II- Z O Ul Z O0 a. O CL W D DRAWN BY DATE REE CHECKED BY JEO iDATE JOB NO. 039- 003 -02 -04 DRAWING NUMBER M EMI IMA 3 OF 11 DRAWINGS Q PROVIDE AND INSTALL W.A. BROWN BOX CIRCUIT MANAGER CABINET IN 31 10 A_9 ELECTRICAL CLOSET AS INDICATED. SEE DETAIL 1 ON SHEET E6. SEE SHEETS E7 6 A_9 15 1 6 AND E8 FOR ADDITIONAL INFORMATION. TO PANEL A A-9 2 IRRIGATION CONTROLS a, 1.5 1 120 2 PROVIDE AND INSTALL RECEPTACLE IN CEILING FOR SECURITY CAMERA. 20 CASH REGISTER ca o O ca TO BE DETERMINED 7 9 9 f COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO ROUGH -IN. 1 115 12 8 POST MIX FSD SERVEND MDH -302 3.5 120 PLUG Cc >. 10 ICE CUBER HOSHIZAKI 12.5 3 CD COORDINATE FAN COIL LOCATION WITH EQUIPMENT SUPPUER. MAKE ALL 11 CAPPUCINO HOT CHOCOLATE 3 OR 4 DIGITAL 14.2 T 110 PLUG 12 CLG — — — — ~ -- CLG CORNELIUS E -20 1 208/230 NEMA L14 -30R 30 AMP DISCONNECT 13 AIR POTS NEWCO NKPPAF 12.5 110 cl 14 COFFEE MAKER NEWCO GKFI 12.5 1 110 CONNECTIONS PER MANUFACTURERS RECOMMENDATIONS. PROVIDE 17 MICROWAVE A -13 R -21JV 11 14 120 NEMA 5 -15R C -5 c 13 Q C-S CASH CONTROLLER AUTOBANK E_21. A -17 Q 120 LG 21 BUN WARMER 15 22 HOT DOG ROLLER DISCONNECTING MEANS. 24 CHEESE CHILI SERVER 1 13 I E -17 E -19 25 11 31 COORDINATE COOLER DOOR HEATER AND LIGHTS WITH EQUIPMENT SUPPLIER. a -s 18 i i 9 9 WATER TREATMENT SYSTEM EVERPURE CSB 9437 -10 1 1 110 LOW PRESSURE ALARM 34 GAS MONITOR AND PRINTER VEEDE ROOT TLS -350 MAKE ALL CONNECTIONS PER MANUFACTURERS RECOMMENDATIONS. CREDIT CARD READER/PRINTER 2 36 FROZEN FOOD HUSSMAN HGM -3TR 11 1 5 TO ELECTRIC HAND DRYER PER MANUFACTURES ADDITIONAL 115V PLUG FOR CONDENSATE PAN E-23 ATM 0.88 1 120 PLUG 38 COPIER RECOMMENDATIONS. 40 C 7 Q C -i 46 39 OFFICE AUTODESK O PROVIDE AND INSTALL WEATHERPROOF GFI RECEPTACLE FOR SECURITY TO c -6 I I CAMERA. COORDINATE FINAL LOCATION AND MOUNTING ELEVATION WITH RETAIL INFORMATION SYSTEM SENSORS 9 11 DOOR VAULT W FRP WALL HEADER NATIONAL COOLER MOH05OD73 40 JR 13 9 ARCHITECT. LOTTO MACHINE E -23 19 1.5 1 120 c -t 35 49 ICE CUBE CONDENSER 11 9.6 1 208 50 ICE FREEZER CONDENSER MID LPLO150EPP 12 PROVIDE AND INSTALL FLOOR BOX FOR ATM AT LOCATION INDICATED. 208/230 TO ROOFTOP 18 51 VAULT COOLER CONDENSER NATIONAL COOLER 6 -135 5.4 1 115 52 AIR CURTAIN E3600-- 1150FD 5.2 1 18 DIRECT 53 FOOD PREP TABLE: SOLID DOOR SANDWICH SALAD UNIT SPECIFY FLOOR BOX CAPABLE OF HOUSING (1) DUPLEX RECEPTACLE AND (1) TSSU -48 -12 SEE ROOF k1 1 6 54 i AR11C AIR IF22C W 9.5 1 115 PLUG 55 GLASS DOOR MECHANISER: SLIDE DOOR REFRIGERATOR I TRUE E 9.2 AC -2 SEAT 1 115 INEMA 5 -15P DATA RECEPTACLE. A MOUNT RETAIL EXTERIOR LIGHTING CONROLLER ABOVE PANEL II PROVIDE AND INSTALL RECEPTACLE IN CEILING FOR SHOW WINDOW. c_3 /a L 3 COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO ROUGH -IN. 1 5 15 10CD PROVIDE AND INSTALL EXTERIOR EMERGENCY SHUT OFF SWITCH FOR E -23 LG j7A-9 cLG HAZARDOUS AREA SHUT DOWN. MOUNT AT 42" A.F.G. SEE DETAIL 2 ON SHEET CLG MTp E7. 3 r-- TO CONDENS R -7 I 11 PROVIDE AND INSTALL NEMA L14 -30P PLUG END FOR ICE MACHINE. 42 O UNIT SEE 5H£E E 12 2#14 FROM TYPICAL OF I-- „;, - COUNTER TO BROWN BOX ENCLOSURE OORDINATE ROUTING IN FIELD. 5 A -t 19 I OP G)PROVIDE AND INSTALL EMERGENCY SHUT OFF SWITCH (WITH RESET) FOR IhIlT 42 HAZARDOUS AREA SHUT DOWN AT TELLER COUNTER. SEE DETAIL 2 ON SHEET E -30 \ 13 ROOF E7. t4 I TO 14 PROVIDE AND INSTALL RECEPTACLE IN CEILING FOR FUTURE DISPLAY AC -2 I LIGHTING. 14 `.J I 18 15 CONDUIT AND E A-20 20 1 , 11O R to R -7 R -7 COMPRESSOR LOCATED R OF TO EQUIPMENT AS INDICATED. COORDINATE A -34 12\ SPECIFIC REQUIREMENTS WITH EQUIPMENT SUPPLIER. 52 \ \ \ \ \ A -36 \ 16 PROVIDE FOUR ADDITIONAL 20 AMP 120 VOLT CIRCUITS TO COFFEE ISLAND. COORDINATE ALL WORK IN THIS AREA WITH ARCHITECT AND COFFEE A -3 / R-8 ISLAND INSTALLER / SUPPLIER. VERIFY EXACT LOCATION OF RECEPTACLES 2 \ \ A-40 / / O PRIOR TO ROUGH -IN. 6 E- 2 i A9 \ \ / CLG \ i MTD \ 1/ CLG twFiU I 14 21 RETAIL RACE NOT USED 1 i RE E -6. A_9 5 r TO CONDENSER TO CONDENSER A_8 UNIT ON ROOF UNIT ON ROOF 18 TO AC -1 7 SEE SHEET E5 SEE SHEET E5 T -STAY 2 j 4E-1 t 3 CD PROVIDE AND INSTALL i / 2g CONDUIT WITH PULL CORD FROM SENSOR 70 T -STAY 15 CLG E -3 AS INDICATED. COORDINATE REQUIREMENTS AND LOCATIONS PRIOR TO PANEL 'SP' CLG ROUGH IN. Q i E -7 19 PROVIDE AND INSTALL 1/2- CONDUIT WITH PULL CORD FROM T -STAT TO AC 17 12 A A -25 1O 36A 36B 14 UNIT LOCATED ON ROOF. COORDINATE REQUIREMENTS AND LOCATIONS PRIOR MAIN DISTRIBUTION OI I L _ _ _ J i 4 38” L I l Z4 EO i J J TO ROUGH -W. BOARD I I i I i i A -10 A -24.26 A -31 A -29 I 20 PROVIDE INSTALL V4- R WITH BOX TO i 52 I PANEL A FOR FUTURE PASS HRU ELECTRICAL EQUIREM NTSUNCTION CAR WASH MCC i Fj i0O f j I I I j I 21 MAKE CONNECTIONS TO ICE MACHINE PER MANUFACTURES RECOMMENDATIONS. BY OTHERS I I i E -3x.40 42 I r42 l I r--r — o_, COORDINATE SPECIFIC REQUIREMENTS WITH EQUIPMENT SUPPLIER VIV EQUIPMENT SCnEDULE NO. DESCRIPTION MFR MODEL AMPS PHASE VOLTS CONNECTION REMARKS 1 SANDWICH CASE FEDERAL RSSM -678 SC 15 1 230 DIRECT 3WIRE + GROUND 2 IRRIGATION CONTROLS a, 1.5 1 120 PLUG Z2 m 6 CASH REGISTER ca o O ca TO BE DETERMINED 7 ICE CUBER MANITOWOC Q 600 1.1 1 115 DIRECT 8 POST MIX FSD SERVEND MDH -302 3.5 1 120 PLUG Cc >. 10 ICE CUBER HOSHIZAKI 12.5 3 208 230 DIRECT 11 CAPPUCINO HOT CHOCOLATE CURTIS PC 3 OR 4 DIGITAL 14.2 1 110 PLUG 0. N =0 12 ICEE MACHINE CORNELIUS V4 SERIES 1 208/230 NEMA L14 -30R 30 AMP DISCONNECT 13 AIR POTS NEWCO NKPPAF 12.5 1 110 PLUG 14 COFFEE MAKER NEWCO GKFI 12.5 1 110 PLUG 17 MICROWAVE SHARP R -21JV 8.3 1 120 NEMA 5 -15R 18 CASH CONTROLLER AUTOBANK D8X 120 21 BUN WARMER 22 HOT DOG ROLLER 24 CHEESE CHILI SERVER 25 MONEY ORDER 31 GASOLINE ISLAND INTERCOM 33 WATER TREATMENT SYSTEM EVERPURE CSB 9437 -10 1 1 110 LOW PRESSURE ALARM 34 GAS MONITOR AND PRINTER VEEDE ROOT TLS -350 35 CREDIT CARD READER/PRINTER 36 FROZEN FOOD HUSSMAN HGM -3TR 11 1 208 NEMA 6 -20R ADDITIONAL 115V PLUG FOR CONDENSATE PAN 37 ATM 0.88 1 120 PLUG 38 COPIER 39 OFFICE AUTODESK 40 SECURITY SYSTEM 41 RETAIL INFORMATION SYSTEM 42 11 DOOR VAULT W FRP WALL HEADER NATIONAL COOLER MOH05OD73 40 3 208/230 50 AMP DISCONNECT 46 LOTTO MACHINE 1.5 1 120 PLUG 49 ICE CUBE CONDENSER 9.6 1 208 50 ICE FREEZER CONDENSER LPLO150EPP 12 1 208/230 51 VAULT COOLER CONDENSER NATIONAL COOLER 6 -135 5.4 1 115 52 AIR CURTAIN E3600-- 1150FD 5.2 1 120 DIRECT 53 FOOD PREP TABLE: SOLID DOOR SANDWICH SALAD UNIT TRUE TSSU -48 -12 8.6 1 115 NEMA 5 -15R 54 FREEZE AR11C AIR IF22C W 9.5 1 115 PLUG 55 GLASS DOOR MECHANISER: SLIDE DOOR REFRIGERATOR I TRUE I GDM -33 9.2 1 1 115 INEMA 5 -15P J WER PILAW LE: 1/4 " =1' -0" APPROVED FOR PERMIT ISSUANCE SCOTT F- ZEKAS & ASSOCIATES, INC. DATE - BY---- reviewed for adherence to the fans have been ordinance. Authorization is These P permit pending aPPI'caWe ted toa slue a building hereby g ail applicable iss City agencies. approval by permit based on The issuance or grantingshall a tans shat) not be construed to approval of these P violation of the applicable rove any o permit presumed to give permit or app Provisions of such codes or ordnance. authority to violate or cancel the p codes shall be valid. w z 0 z 43 O_, U m ZD LJ to z U U zw 9C z z IL a a o LLJ 1— - z ¢ ¢ 0 m O @<i L rnaTY,Wm a °<M wW gao °w aa nwia FOWW k'anc'ac` aa`'. o oZ5 D .0co- 4< 6jE0ww oOW26 s`p ZWO hmosz tlw" Ow MiEozgj tT3L1 aoWF -c3 <i °< 15 90RP WW a 6 *9j& ! LU AI v 2as2MR<66 2. w9i' o° 66 oo6Z tl32j°2W6.N7yir_ OfNiRx, z m7docn an aWz °w v-i°ja vi ooaoo4x fza OW iEtR w WU uglmx U) w 0 z W C: oz-, is oe J Z' ^Cj a, ZLAa L. p ~ a T Z2 m ca o O ca V i x w 0 oe co a, c ca o f ca CS i s, ca z; s cwM)a9 IC 1 t 0 oe C" O c a W w w In W O OC CS 1® NJ 3 I s cwM)a9 IC 1 OP16® 0 9C 0) Iry Cc >. W W = a z W_rm % z WWO1: 0 00 a 4C4C 0. 4 CCcc 0 cc O. C)cc a 0. N =0 B -16 B -16 II I II I! CD—H29-114 II it II IGHTTING PUAW ALE: 1/4" =1' -0" 0 1I' i I I I ®_5,7 8 -5,7 r i TYPICAL a ',3 7 111_ No— — — — — — — — — — — — — — — — — --o- — — — — — — 07 a5.7 a -9,11 0 B -9.11 D 9.11 B 9,11 ,11 ,11 13 8 -13,15 8 -13,15 8- 13,,15 13,15 8 -13.15 I a I I i I I 17,19 -17,19 a8 - 17,18 17,19 © 17,19 Q 17,19 T I ® Fol I 8 -21,23 21,23 21,23 2123 2123 8 -2123 a D a CMOPY LIGHTING PLAN SCALE: 1/8" =1' -0" B-1.3 QB- 5,7 9,11 8 -13,15 17,19 8 -21,23 I'llIL *44 6.030 4 5P O SEE DETAIL ON TITLE SHEET FOR MOUNTING OF FIXTURE. O COORDINATE SIGN LOCATION ELEVATION AND REQUIREMENTS WITH ARCHITECT'S SUPPLIER PRIOR TO ROUGH -IN. ROUTE CONDUIT FOR CANOPY LIGHTING DOWN THE COLUMN. SEE SHEET E1 FOR ADDITIONAL REQUIREMENTS AND CONTINUATION. O CONNECT TO FREEZER LIGHTS FURNISHED WITH COOLER. INTERLOCK EXHAUST FAN WITH BATHROOM LIGHT SWITCHES. PROVIDE AUTOMATIC INTERIOR LIGHT CONTROL WITH MANUAL OVERRIDE 2 —HOUR TIMER SWITCH AT CASHIER AREA PER TITLE 24 COMPLIANCE. MOUNT AT +48" A.F.F. O PROVIDE 11MECLOCK FOR INTERIOR LIGHTING IN BROWN BOX. CD COORDINATE LOCATION WITH ARCHITECT. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS 8, ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. w z O O o'd J o UJI _ _ Ir m cc U y w En X O v U w LAJ 0 c=) w CC z z o L- EL U Z 0 m - m L F1 U) Ca. Wm <Q < 06W aw ?ov 21 L34S< 0%a0,d 5 -c Z OZ5 0 t8D QQ 0 1" gv it Ni @ wN 0u-x U 3.5; v T3 ? t5 gF- 0=9:— pIX Uz WF_J'__3 4 o 1' 70aOi85W ff (OP s6 ui0WO_Q Q a. Ila9 Zz'L. z- y O ( A Q¢ fll 0 iL 4=.F< 4O V4t 6 Nz z= av> >vi i wN cT5 owF -'zd zo v gw m U gam° °,$ ®$ Z uw'' 1g,= w aaG wu isF cwai¢www <aaciu i iY a- z W2g 6'3Z'te 0 F bbee CO C" Q ZoxQ IL s EGG _ v $ eu W TTNO =Q JOB NO. a be i 0 V Oil tip a- Z N 0 Q RAWN s EGG _ JOB NO. a be i s Oil tip CC W cc 4 5 OF 11 DRAWINGS yj z 0 cc I Q W Cc 0 a- Z N 0 Q gal RAWN 14Cu EGG _ JEO I — JOB NO. a be e 0 NUMBER tip CC W cc 4 5 OF 11 DRAWINGS yj z 0 cc I W Cc z 4C J v Z ZSLLlIII 1 . Q 00 illa 4 tUl 0 I Z 11L 040 z cc 1 <t IL OCoo49 O a- Z Q e1 J BY DATERAWN REE EGG _ WH£CKED BY DATE JEO I — JOB NO. 039- 003 -02 -04 RAWING NUMBER r1111110 3 5 OF 11 DRAWINGS 6rAILh If A: E: 1/4 " =1' -0" o w4m SIR t APPROVED FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinanceAuth)rjzation isherebygrantedtoissueabuildingpermitpendingapprovalbyailapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. PROVIDE AND INSTALL 4" CONDUIT FROM TELEPHONE TERMINAL BOARD TO LOCATION AS DIRECTED BY TELEPHONE UTILITY. SEE SHEET E2, KEYED NOTE 7. COORDINATE MOUNTING LOCATION AND ELEVATION WITH ARCHITECT PRIOR TO ROUGH —IN. Q PROVIDE AND INSTALL 1" FLEX CONDUIT FOR DATA CABLES. PROVIDE AND INSTALL 314" CONDUIT WITH NYLON PULL CORD TO TELEPHONE TERMINAL BOARD. CDPROVIDE AND INSTALL 1" CONDUIT WITH NYLON PULL CORD FROM TELLER COUNTER TO TELEPHONE TERMINAL. BOARD. PROVIDE AND INSTALL 1" CONDUIT WITH NYLON PULL CORD FROM FLOOR BOX TO TELEPHONE TERMINAL BOARD FOR ATM. GD PROVIDE AND INSTALL 1" CONDUIT WITH NYLON PULL CORD FROM RETAIL AREA TO TELEPHONE TERMINAL BOARD. COORDINATE FINAL STUB UP LOCATION WITH ARCHITECT. ww ---- NOT USED / n n 1 10 PROVIDE AND INSTALL 4" CONDUIT ABOVE ACCESSIBLE CEILING SPACE FOR o0 o SECURITY CAMERA CABLES. 11 COORDINATE SECURITY CAMERA LOCATIONS WITH ARCHITECT. CAMERA AND a CABLES BY OTHERS. 12 PROVIDE & INSTALL 1" CONDUIT WITH PULL CORD FROM TELEPHONE BOARD V) TO LOCATION INDICATED FOR FUTURE PAY PHONE. CORDINATE STUB UP WITH OWNER. 13 PROVIDE & INSTALL 1" CONDUIT WITH PULL CORD FROM TELEPHONE BOARD V) TO LOCATION INDICATED FOR GASOLINE ISLAND INTERCOM. CORDINATE STUB co UP WITH OWNER. APPROVED FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinanceAuth)rjzation isherebygrantedtoissueabuildingpermitpendingapprovalbyailapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. NzzaWm0j80> -6 6WW OQ Zm NNyQj Wi r w z O vt4ia ,ozo NQO or 66 ILIvi a iz¢z 6W«t s0z WQWW Fkcft zro c°5r X08 as O:)r5 ?wQF VW v °Drn4 c o-'ise-Si r 262r- : 3C1iAhN000W V1' gWN o yooQO cWP4Fk'rOU;z z' a vi WN z 55RZ<6W'QFOZOOaP g WO ~ i h6eza n OB— QWt=Z QWUOUVU W j3jS wU"attoLik'QQ F OOpo i zawv9i re cc 6 /•,, 1N as zWj zO c?xwizraovzmaq wo WW ItW ~XgtJ 4l =Q fl1 SOG%O WSiE95U <Qx l W LU tz w r C\l 04 0 O 0 01 s_• n j Uj Z 3 z Wall U) ju W V) 1 O a o0 o z0 a ME V) 1 I V) V) co 0 0 c 0 ® 44ILI r 0 0 o CP i 0- cm Lij i0 Ld U 4 3 z LLj cc Z Z g o CL 121- 0 LLJ Z 0°_iq O r m m Q V7 W. Oz NzzaWm0j80> -6 6WW OQ Zm NNyQj Wi r w z O vt4ia ,ozo NQO or 66 ILIvi a iz¢z 6W«t s0z WQWW Fkcft zro c°5r X08 as O:)r5 ?wQF VW v °Drn4 c o-'ise-Si r 262r- : 3C1iAhN000W V1' gWN o yooQO cWP4Fk'rOU;z z' a vi WN z 55RZ<6W'QFOZOOaP g WO ~ i h6eza n OB— QWt=Z QWUOUVU W j3jS wU"attoLik'QQ F OOpo i zawv9i re cc 6 /•,, 1N as zWj zO c?xwizraovzmaq wo WW ItW ~XgtJ 4l =Q fl1 SOG%O WSiE95U <Qx l W LU J IL I— CIO) H 0 j zf0 Lu DRAWN BY DATE REE /EGG — CHECKED BY DATE JEO — JOB NO. 039 - 003 -02 -04 DRAWING NUMBER Ean = 4 6 OF 11 DRAWINGS r C\l 04 0 O 0 Q s_• n j Uj v II• z Wall U) ju W V) 1 CO a t z0 a 1 I s s co 0 0 c 0 ® 44ILI r CO 1, o CP i cm 4 3 J IL I— CIO) H 0 j zf0 Lu DRAWN BY DATE REE /EGG — CHECKED BY DATE JEO — JOB NO. 039 - 003 -02 -04 DRAWING NUMBER Ean = 4 6 OF 11 DRAWINGS r 0 O Sim to Ye 0 19 Uj n j Uj v II• j LL ® z Wall U) ju W V) 1 W = 4V z0 nV 1 I s s 0 0 0 ® 44ILIccto J IL I— CIO) H 0 j zf0 Lu DRAWN BY DATE REE /EGG — CHECKED BY DATE JEO — JOB NO. 039 - 003 -02 -04 DRAWING NUMBER Ean = 4 6 OF 11 DRAWINGS 0 w z O Z O j V) n o mU W (4() Z 00 W d z z => a- d U FW- = 4,Z- Z ° 0 o m m L'i y cD ZZ ®Q to zO, . 2 aO.Wmro0. n w 6 xZ9w gW6=,8W cc fj iTw v-0 §n kz avzo°1-Fo °' W50WEOD5,n` :MV vii °a US awo>_%WO -os< aXO2 § <ORXdj. cSSsCL5° UU YWQ_ w 0R,Lz -j uzO< A' <tgodC- oZp ZZp O z Wt7O 4 ZZ4a < INSTALL ONDUITS TO NEAR TRANSFORMER PAD. ONDUITS STUBBED OUT FROM TRANSFORMER. MAIN DISTRIBUTION BOARD 'MDB' S M 10000/ MAKE PROVISIONS O O O © FOR FULL BUSS Ilk MNzy TRANSFORM I M I 1225A/3 1225A/3 1225A/3 ) 225A/3 400A/3 I I I FUTURE 225A/3 225A/3 j I JJ i GND ' By UTM BUS 13/0 CU 2 "C 2 -1/2 "C 2 -1/2 "C 2 -1/2 "C 2 -1/2 "C 2 -1/2 "C (2),2;C EACH WITH 4310 AND 44/0 AND 44/0 AND 44/0 AN 44/O AND 44/0 AND 3/0 AND 1#6 GND 1j4 GND 1 4 GND 114 GND 1#4 GND 1 4 GND 1 3 GND 3/4 x10"0" _ GROUND CONNECT T0, ROD 1 "C WATER MAIN CONNECT TO BUILDING PPPPPPANE, SP PANEL R PANEL A PANEL 8 PANEL D PANEL C PANE. E CARW I STEEL MLO MLO I ULO MLO MLO MLO Idi.O i P I I ( MCC) NGTES: 50A 1. SEE SHEET E7 FOR ADDITIONAL REQUIREMENTS. 2. ALL CONDUCTORS SHOWN ARE COPPER. 3. SEE UFER GROUNDING DETAIL THIS SHEET. v COORDINATE LOCATION 3/4 "C P j OF CAR WASH PANEL I 1180 GND WITH CAR WASH SUPPLIER I PRIOR TO ROUGH -IN L_BROVN BOX ENCLOSURE - - - SCALE: N.T.S. M11MI FEEDER OUTSIDE LIGHTING AIM r Ys «. .. AND TANK TURBINE SEE CONDUITS. SEE CONDUITS. SEE SITE IMEM MM PLAN FOR NUMBER OF OEM ILA0E zm r! •{ moo. POLE NO. 1117111""Iffi MIMIe ta..iaTT:.r,Lti IM N1 eM TYPE LOAD AMP LOAD VA REF NOTE LOAD DESCRIPTION CKT mum" POLE NM NUNN' POLE A 8 C FQ AW 1 10 20 r I r r mum". 1 42 1813 13.4 L 18.2 22.8 25.4 13.4 21.0 28.3 19 4 24.5 18.8 13.4 1 1 23.4 18.4 12.5 L OA 0.0 0.0 10 0.0 0.0 0.0 0.0 L 4.7 588 36A 2 LTG -RED CANS 1 20 12 2 3 1813 IM L L 9.4 Room.. 648 1 2 LTG - OFFICES CORK 1 20 4 10 20 2 1 CAMPY UGHT 1G 1 42 13.4 L L 11.9 1430 36B 2 LTiG -SALES AREA 1 20 12 8 7 1813 In"M000 L W.I. COG 1 OGR riIR/I s SPARE0 str s 7.7 SPARE 1 20 330' 8 9 10 20 2 CANOPY LmHiiNG 1 9 1813 KEN MMK31 L 7.6 912 360 2 LTG-SALES AREA 1 1 20 12 10 11 1613 13.4 MMK31 L 12.9 1548 12 2 LTG - SALES AREA 1 1 20 MMM 1 12 13 10 20 2 eANOPY LIGFRWG 1 13 1813 13.4 L 1 L I 8.0 720 360 1 CAR WASH SIGN 1 20 12 14 15 1813 mown L L OEM= 1327 12 M"MM LTG -WALL PACKS 1 20 IMM"M 16 17 10 20 2 CANOPY LIGHTM 1 1 17 1613 134 L L 3.2 379 1200 1 DECORATM LTGS 1 20 12 18 19 1813 13.4 L 12 18 0 12 1 SPARE 1 20 19 12 2D 1 CARD IIIITER 35 CONNEM 20 21 10 20 2 CANOPY LIGHTING 1 CONTINUOUS LOADS DEMAND KVA RECEPTACLES (FIRST IOWA) 6.36 RECEPTACLES (OVER IOWA) DEMAND AMPS W9CEILANEDUS LOADS 17.7 AC LOADS KITCHEN LOADS LAST MOTOR LOADS TOTAL 1613 13.4 L L 10.0 1200 12 2 LTG - COOLER 1 20 12 22 23 1613 13.4 L L 5.0 800 ICE CUBE CONDENSER A A 2 LTG- COOLER i 20 12 uumwa 25 10 20 1 SIGN AT FRONT 1 3.0 1500 12.5 L 876 L 0 25 2 1 "FUTURE' PERIMETER LTGS 1 20 26 Emu 11.0 M 0 1 SPACE 0 MUM" 0 SPACE 0 27 1320 SPARE 1 20 0 28 29 Emm" SPARE 1 MM 7l7i 32 28 0 J1320 11.0 M R MGM 900 SPARE 1 20 20 30 31 31 8 50 ISPACE WALK IN COOLER CONDENSER 1 33 0 4800 40.0 A R 0 900 SPARE 1 20 20 1 32 33 33 4800 7771 NMEKEEK:N 36 35 0 20 1 L 1.0 1 120 180 34 LIGH M CONTROL 1 20 12 1 34 35 0 SPAN 38 37 3936 32.8 39 8 45 2 AC UNIT AC -2 3936 32.81 3936 32.8 nnwfaiaan ruin rraan• va arstiarau •.vsar 0 36 37 20 0 SPARE SPACE SPACE 0 2492 38 37 1500 10 SPACE 3 20 0 38 I 125X 10OX 50% 1007. 100% 65% 25X 20 SPARE r3. • •i' 1 ' is 38 39. 1500 40 41 SPACE 20 1 0 0 K 12.5 SPACE 42 CONXNELIL+-U LUAU FEX FhAb1 -+ 40 41 IG2.4 PANEL NOTES LOAD SUMMARY SPACE DEMAND FACTOR DEMAND VA 0 8804 2160 0 13524 16344 4500 14400 45332 1 11005 2160 0 13524 16344 4500 3600 51133 0 SPACE 42 CONNECTED LOAD PER PHASE 77.0 92A 86.7 PANEL NOTES 1. ROUTE CIRCUITS THROUGH EXTERIOR LIGHTING CONTACTOR. SEE DETAIL ON ELECTRICAL TRLE SHEET. 2. ROUTE COMM THROUGH INTERIOR LIGHTING CONTACLOtt. SEE DETAIL ON ELECTRICAL AL TITLE SHEEG LOAD SUMMARY TYPE L F1 LOADS DEMAND KVA TYPE R RECEPTACM (F9W IOWA) E r DEMAND AMPS 7YPE M LOADS F 100 TYPE A AC LOADS TYPE K KITCHEN LOADS TOTAL 1200 21132 0 136" 35976 i rt FEEDER OUTSIDE LIGHTING r Ys «. .. AND TANK TURBINE SEE CONDUITS. SEE CONDUITS. SEE SITE 771 PLAN FOR NUMBER OF OEM ILA0E zm r! •{ LOCATION: BROWN SOX - I ET POLE NO. WERE SIZE MIMIe ta..iaTT:.r,Lti NOTE r eM AMPS TYPE LOAD AMP LOAD VA REF NOTE LOAD DESCRIPTION CKT WARE SIZE POLE NM NUNN' POLE A 8 C FQ AW 1 10 20 r I r r mum". 1 42 1813 13.4 L 18.2 22.8 25.4 13.4 21.0 28.3 19 4 24.5 18.8 13.4 1 1 23.4 18.4 12.5 L OA 0.0 0.0 10 0.0 0.0 0.0 0.0 L 4.7 588 36A 2 LTG -RED CANS 1 20 12 2 3 1813 13.4 L L 9.4 Room.. 648 1 2 LTG - OFFICES CORK 1 20 4 10 20 2 1 CAMPY UGHT 1G 1 42 13.4 L L 11.9 1430 36B 2 LTiG -SALES AREA 1 20 12 8 7 1813 In"M000 L W.I. COG 1 OGR riIR/I s SPARE0 str s 7.7 SPARE 1 20 330' 8 9 10 20 2 CANOPY LmHiiNG 1 9 1813 KEN MMK31 L 7.6 912 360 2 LTG-SALES AREA 1 1 20 12 10 11 1613 13.4 MMK31 L 12.9 1548 12 2 LTG - SALES AREA 1 1 20 MMM 1 12 13 10 20 2 eANOPY LIGFRWG 1 13 1813 13.4 L 1 L I 8.0 720 360 1 CAR WASH SIGN 1 20 12 14 15 1813 mown L L OEM= 1327 12 M"MM LTG -WALL PACKS 1 20 IMM"M 16 17 10 20 2 CANOPY LIGHTM 1 1 17 1613 134 L L 3.2 379 1200 1 DECORATM LTGS 1 20 12 18 19 1813 13.4 L 12 18 0 12 1 SPARE 1 20 19 12 2D 1 CARD IIIITER 35 CONNEM 20 21 10 20 2 CANOPY LIGHTING 1 CONTINUOUS LOADS DEMAND KVA RECEPTACLES (FIRST IOWA) 6.36 RECEPTACLES (OVER IOWA) DEMAND AMPS W9CEILANEDUS LOADS 17.7 AC LOADS KITCHEN LOADS LAST MOTOR LOADS TOTAL 1613 13.4 L L 10.0 1200 12 2 LTG - COOLER 1 20 12 22 23 1613 13.4 L L 5.0 800 ICE CUBE CONDENSER A A 2 LTG- COOLER i 20 12 24 25 10 20 1 SIGN AT FRONT 1 3.0 1500 12.5 L 876 L 0 25 2 1 "FUTURE' PERIMETER LTGS 1 20 26 Emu 11.0 M 0 1 SPACE 0 MUM" 0 SPACE 0 27 1320 SPARE 1 20 0 28 29 Emm" SPARE 1 ISPACE 32 28 0 J1320 11.0 M R MGM 900 SPARE 1 20 20 30 31 31 8 50 ISPACE WALK IN COOLER CONDENSER 1 33 0 4800 40.0 A R 0 900 SPARE 1 20 20 1 32 33 33 4800 7771 NMEKEEK:N 36 35 0 20 1 L 1.0 1 120 180 34 LIGH M CONTROL 1 20 12 1 34 35 0 SPAN 38 37 3936 32.8 39 8 45 2 AC UNIT AC -2 3936 32.81 3936 32.8 nnwfaiaan ruin rraan• va arstiarau •.vsar 0 36 37 20 0 SPARE SPACE SPACE 0 2492 38 37 1500 10 SPACE 3 20 0 38 I 125X 10OX 50% 1007. 100% 65% 25X 20 SPARE r3. • •i' 1 ' is SPECIAL NOTE: THERE SHALL BE U.L. LISTED SERIES RATING BETWEEN CIRCUIT BREAKERS LOCATED AT THE DISTRIBUTION BOARD MDB AND THE DOWN STREAM 65,000 AIC RATED CIRCUIT BREAKERS BASED ON THE MAXIMUM FAULT CURRENT AS DETERMINED AT THE SERVICE ENTRANCE. FOODMART CONDUITS ROUTED OVERHEAD IN 2CEILINGSPACE (NUMBER 1 "C TO PHOTOCELL LOCATED ON ROOFASINDICATEDONPLANS) WIREWAY OUTSIDE LIGHTING CONTROLLERS) PANEL A INTERIOR LIGHTING CONTROLLER(S) PANEL PANEL E B a VOLTAGE: 120 206 FEEDER OUTSIDE LIGHTING GASOLINE DISPENSER CONDUITS AND MISCELLANEOUS AND TANK TURBINE SEE CONDUITS. SEE CONDUITS. SEE SITE 771 PLAN FOR NUMBER OF 1. "i -• f r! •{ LOCATION: BROWN SOX - I ET POLE NO. WERE SIZE MIMIe 7]17' -. 1. .. 1. F-. NOTE r eM AMPS TYPE LOAD AMP LOAD VA REF NOTE LOAD DESCRIPTION CKT WARE SIZE POLE NM NUNN' POLE A 8 C FQ AW 1 10 20 r I r r mum". 1 42 1813 13.4 L 18.2 22.8 25.4 13.4 21.0 28.3 19 4 24.5 18.8 13.4 1 1 23.4 18.4 12.5 L OA 0.0 0.0 10 0.0 0.0 0.0 0.0 L 4.7 588 36A 2 LTG -RED CANS 1 20 12 2 3 1813 13.4 L L 9.4 1123 648 1 2 LTG - OFFICES CORK 1 20 12 4 1 5 10 20 2 1 CAMPY UGHT 1G 1 42 1613 13.4 L L 11.9 1430 36B 2 LTiG -SALES AREA 1 20 12 8 7 1813 13.4 L W.I. COG 1 OGR riIR/I s SPARE0 str s 7.7 SPARE 1 20 330' 8 9 10 20 2 CANOPY LmHiiNG 1 9 1813 13.4 L L 7.6 912 360 2 LTG-SALES AREA 1 1 20 12 10 11 1613 13.4 L L 12.9 1548 12 2 LTG - SALES AREA 1 1 20 12 1 12 13 10 20 2 eANOPY LIGFRWG 1 13 1813 13.4 L 1 L I 8.0 720 360 1 CAR WASH SIGN 1 20 12 14 15 1813 13.4 L L 111.1 1327 12 1 LTG -WALL PACKS 1 20 10 16 17 10 20 2 CANOPY LIGHTM 1 1 17 1613 134 L L 3.2 379 1200 1 DECORATM LTGS 1 20 12 18 19 1813 13.4 L 12 18 0 12 1 SPARE 1 20 19 12 2D 1 CARD IIIITER 35 CONNEM 20 21 10 20 2 CANOPY LIGHTING 1 CONTINUOUS LOADS DEMAND KVA RECEPTACLES (FIRST IOWA) 6.36 RECEPTACLES (OVER IOWA) DEMAND AMPS W9CEILANEDUS LOADS 17.7 AC LOADS KITCHEN LOADS LAST MOTOR LOADS TOTAL 1613 13.4 L L 10.0 1200 12 2 LTG - COOLER 1 20 12 22 23 1613 13.4 L L 5.0 800 ICE CUBE CONDENSER A A 2 LTG- COOLER i 20 12 24 25 10 20 1 SIGN AT FRONT 1 3.0 1500 12.5 L 876 L 0 25 2 1 "FUTURE' PERIMETER LTGS 1 20 26 27 11.0 M 0 1 SPACE 0 0 0 SPACE 0 27 1320 SPARE 1 20 0 28 29 SPACE SPARE 1 ISPACE 32 28 0 J1320 11.0 M R 0 900 SPARE 1 20 20 30 31 31 8 50 ISPACE WALK IN COOLER CONDENSER 1 33 0 4800 40.0 A R 0 900 SPARE 1 20 20 1 32 33 33 4800 40.0 SPACE 36 35 0 20 1 L 1.0 1 120 180 34 LIGH M CONTROL 1 20 12 1 34 35 0 SPAN 38 37 3936 32.8 39 8 45 2 AC UNIT AC -2 3936 32.81 3936 32.8 nnwfaiaan ruin rraan• va arstiarau •.vsar 0 36 37 20 0 SPARE SPACE SPACE 0 2492 38 37 1500 10 SPACE 3 20 0 38 39 125X 10OX 50% 1007. 100% 65% 25X 20 SPARE SPACE 0 38 39. 1500 40 41 SPACE 20 1 0 0 K 12.5 SPACE 42 CONXNELIL+-U LUAU FEX FhAb1 -+ 40 41 IG2.4 PANEL NOTES LOAD SUMMARY SPACE DEMAND FACTOR DEMAND VA 0 8804 2160 0 13524 16344 4500 14400 45332 1 11005 2160 0 13524 16344 4500 3600 51133 0 SPACE 42 CONNECTED LOAD PER PHASE 77.0 92A 86.7 PANEL NOTES 1. ROUTE CIRCUITS THROUGH EXTERIOR LIGHTING CONTACTOR. SEE DETAIL ON ELECTRICAL TRLE SHEET. 2. ROUTE COMM THROUGH INTERIOR LIGHTING CONTACLOtt. SEE DETAIL ON ELECTRICALAL TITLE SHEEG LOAD SUMMARY CONN. VA DEMAND FACTOR IWE L CONTINUOUS LOADS DEMAND KVA TYPE R RECEPTACLES (FIRST IOWA) DEMAND AMPS 1 . KITCHEN • " LARGEST , 1. • !S TIVIAL 747.2 W, ": 1 1 / 9324 a 9324 SPECIAL NOTE: THERE SHALL BE U.L. LISTED SERIES RATING BETWEEN CIRCUIT BREAKERS LOCATED AT THE DISTRIBUTION BOARD MDB AND THE DOWN STREAM 65,000 AIC RATED CIRCUIT BREAKERS BASED ON THE MAXIMUM FAULT CURRENT AS DETERMINED AT THE SERVICE ENTRANCE. FOODMART CONDUITS ROUTED OVERHEAD IN 2CEILINGSPACE (NUMBER 1 "C TO PHOTOCELL LOCATED ON ROOFASINDICATEDONPLANS) WIREWAY OUTSIDE LIGHTING CONTROLLERS) PANEL A INTERIOR LIGHTING CONTROLLER(S) PANEL PANEL E B a SCALE: N.T.S. PANEL: B VOLTAGE: 120 206 FEEDER OUTSIDE LIGHTING GASOLINE DISPENSER CONDUITS AND MISCELLANEOUS AND TANK TURBINE SEE CONDUITS. SEE CONDUITS. SEE SITE ONE -LINE SITE PLAN FOR PLAN FOR NUMBER OF DIAGRAM NUMBER CONDUIT'S OF CONDUITS LOCATION: BROWN SOX - I ET SCALE: N.T.S. PANEL: B VOLTAGE: 120 206 BUS RATING: 225 AMP MARL LUG ONLY MLA MANUFACTURER.* NLMA: 11AIC.- SIZE: 42 MOUN'TWG: ENCLOSURE FEED: MAIN DLSTRiBUTION BOARD MDB 4000 FEEDER: SEE ONE -LINE DIAGttAM LOCATION: LOCAMIft POLE NO. WERE SIZE CKi LOAD D TAN NOTE REF LOAD VA LOAD AMP TYPE AMPS TYPE LOAD AMP LOAD VA REF NOTE LOAD DESCRIPTION CKT WARE SIZE POLE NMAMPPOLEA8CFQAW 1 10 20 2 1 avow LIGHiLNG 1 42 1813 13.4 L 18.2 22.8 25.4 13.4 21.0 28.3 19 4 24.5 18.8 13.4 1 1 23.4 18.4 12.5 L OA 0.0 0.0 10 0.0 0.0 0.0 0.0 L 4.7 588 36A 2 LTG -RED CANS 1 20 12 2 3 1813 13.4 L L 9.4 1123 648 1 2 LTG - OFFICES CORK 1 20 12 4 1 5 10 20 2 1 CAMPY UGHT 1G 1 42 1613 13.4 L L 11.9 1430 36B 2 LTiG -SALES AREA 1 20 12 8 7 1813 13.4 L W.I. COG 1 OGR riIR/I s SPARE0 str s 7.7 SPARE 1 20 330' 8 9 10 20 2 CANOPY LmHiiNG 1 9 1813 13.4 L L 7.6 912 360 2 LTG-SALES AREA 1 1 20 12 10 11 1613 13.4 L L 12.9 1548 12 2 LTG - SALES AREA 1 1 20 12 1 12 13 10 20 2 eANOPY LIGFRWG 1 13 1813 13.4 L 1 L I 8.0 720 360 1 CAR WASH SIGN 1 20 12 14 15 1813 13.4 L L 111.1 1327 12 1 LTG -WALL PACKS 1 20 10 16 17 10 20 2 CANOPY LIGHTM 1 1 17 1613 134 L L 3.2 379 1200 1 DECORATM LTGS 1 20 12 18 19 1813 13.4 L 12 18 0 12 1 SPARE 1 20 19 12 2D 1 CARD IIIITER 35 CONNEM 20 21 10 20 2 CANOPY LIGHTING 1 CONTINUOUS LOADS DEMAND KVA RECEPTACLES (FIRST IOWA) 6.36 RECEPTACLES (OVER IOWA) DEMAND AMPS W9CEILANEDUS LOADS 17.7 AC LOADS KITCHEN LOADS LAST MOTOR LOADS TOTAL 1613 13.4 L L 10.0 1200 12 2 LTG - COOLER 1 20 12 22 23 1613 13.4 L L 5.0 800 ICE CUBE CONDENSER A A 2 LTG- COOLER i 20 12 24 25 10 20 1 SIGN AT FRONT 1 3.0 1500 12.5 L 876 L 0 25 2 1 "FUTURE' PERIMETER LTGS 1 20 26 27 11.0 M 0 1 SPACE 0 0 0 SPACE 0 27 1320 SPARE 1 20 0 28 29 SPACE SPARE 1 ISPACE 32 28 0 J1320 11.0 M R 0 900 SPARE 1 20 20 30 31 31 8 50 ISPACE WALK IN COOLER CONDENSER 1 33 0 4800 40.0 A R 0 900 SPARE 1 20 20 1 32 33 33 4800 40.0 SPACE 36 35 0 20 1 L 1.0 1 120 180 34 LIGH M CONTROL 1 20 12 1 34 35 0 SPAN 38 37 3936 32.8 39 8 45 2 AC UNIT AC -2 3936 32.81 3936 32.8 nnwfaiaan ruin rraan• va arstiarau •.vsar 0 36 37 20 0 SPARE SPACE SPACE 0 2492 38 37 1500 10 SPACE 3 20 0 38 39 125X 10OX 50% 1007. 100% 65% 25X 20 SPARE SPACE 0 38 39. 1500 40 41 SPACE 20 1 0 0 K 12.5 SPACE 42 CONXNELIL+-U LUAU FEX FhAb1 -+ 40 41 IG2.4 PANEL NOTES LOAD SUMMARY SPACE DEMAND FACTOR DEMAND VA 0 8804 2160 0 13524 16344 4500 14400 45332 1 11005 2160 0 13524 16344 4500 3600 51133 0 SPACE 42 CONNECTED LOAD PER PHASE 77.0 92A 86.7 PANEL NOTES 1. ROUTE CIRCUITS THROUGH EXTERIOR LIGHTING CONTACTOR. SEE DETAIL ON ELECTRICAL TRLE SHEET. 2. ROUTE COMM THROUGH INTERIOR LIGHTING CONTACLOtt. SEE DETAIL ON ELECTRICALAL TITLE SHEEG LOAD SUMMARY CONN. VA DEMAND FACTOR DEMAND VA TYPE L CONTINUOUS LOADS DEMAND WA TAB R RECEPTACLES (FIRST IOWA) 38.5 -I TYPE R RECEPTACLES (OVER IOWA) DEiAAND AMPS TAPE M MISCEI 1ANEOUS LOADS 107 Tin A AC LOADS T(PE K KITCHEN LOADS LARGEST MOTOR LOADS TOTAL 30779.6 0 0 0 0 0 0 130779.6 125X 100% Sax 100X 10OX 857. 25X 1 38475 0 0 0 0 0 0 1 38475 PANEL: E VOLTAGE: 120/208 BUS RATING: 225 AMP MAIN LUG ONLY MANUFACTURER: NEMA: 1 SIZE: 42 MOUNTING: ENCLOSURE FEED: MAIN DISTRIBUTION BOARD MDB AMC: 42.000 FEEDER: SEE ONE -LINE DIAGRAM LOCATION: FUTURE PANEL R E RMA POLE NO. WIRE SIZE CRT B10 LOAD DESCRIPTION NOTE REF I LOAD VA LOAD AMP TYPE AMPS TYPE LOAD AMP LOAD VA REF NOTE LOAD DESCRIPTION CKT B10 WIRE SIZE POLE NO. AMP POLE A B C POLE AMP 1 12 20 1 1 WALK IN COOLER FAN COIL t 42 648 5.4 A 16.4 16.4 6.9 10.7 15.0 15.0 10.3 16.5 19.2 19.2 16.5 10.3 11.0 11.0 18.5 47.5 40.0 1 40.0 12.5 12.5 12.5 M 11.0 1320 36A 360 FROZEN FOOD 2 20 12 2 3 12 20 1 1 WALK IN COOLER FAN COIL 1 42 648 1 5.4 A M 11.0 1320 4 5 12 20 1 1 WALK IN COOLER FAN COIL 1 42 848 1 5.4 A M 1.5 180 36B ICE MERCHANDIZER 1 20 12 6 r 12 2, 1 W.I. COG 1OGR riIR/I s SPARE fG str s 7.7 i. iA% 3.v 330' 1 ATM MACiBNE C11=1D i CART 'SJ'=_LLT'= xaw .sfAA.A.cAL 180 1.5 R 9 12 20 1 1 FIBER OPTIC GRAFICS 20 DEALERS OFFICE MODEM 360 3.0 L M 12.0 1440 50 1 3 DOOR FREEZER CONDENSER 2 20 1 12 10 11 12 20 1 1 FIBER OPTIC GRAFICS 39 360 3.0 L M 12.0 1440 12 13 12 20 1 FIBER OPTIC GRAFICS 360 3.0 360 3.0 L M 7.3 876 49 VEEDER ROOT 7LS 350 ICE CUBE CONDENSER 2 20 12 14 15 12 20 1 WINDOW -REC t 540 1100 9.2 L M 7.3 876 16 1 17 12 20 1 WINDOW -REC 18 17 1200 10.0 L L 9.2 00 180 1.5 WINDOW -REC 1 20 12 18 19 12 20 1 WINDOW -REC 20 19 12 2D 1 CARD IIIITER 35 CONNEM 1200 10.0 L LOAD SUMMARY CONM VA DEMAND FACTOR DEMAND VA CONTINUOUS LOADS DEMAND KVA RECEPTACLES (FIRST IOWA) 6.36 RECEPTACLES (OVER IOWA) DEMAND AMPS W9CEILANEDUS LOADS 17.7 AC LOADS KITCHEN LOADS LAST MOTOR LOADS TOTAL 0 2520 0 3840 0 0 0 8360 125X tOOi 5000 100% 110ox III= 25X 0 2520 0 3840 0 0 0 8360 21 12 20 1 1 WINDOW -REC 1100 9.2 1 L M 1 7.3 876 49 ICE CUBE CONDENSER A A 2 20 12 A 22 23 12 20 1 REC- DEALERS OFFICE 380 3.0 R M 7.3 876 L 94 25 12 20 3 ICE CUBER 1320 11.0 M 0 0 0 SPACE 28 27 1320 11.0 M 0 SPACE SPARE 1 20 32 28 29 J1320 11.0 M R 7.5 900 REC -CONY. 1 20 12 30 31 8 50 3 1 WALK IN COOLER CONDENSER 1 33421 4800 40.0 A R 7.5 900 REC -CONV. 1 20 12 32 33 4800 40.0 A 36 35 0 20 1 SPARE 1 20 180 34 3-51 4800 40.0 A 0 SPARE 38 37 3936 32.8 39 8 45 2 AC UNIT AC -2 3936 32.81 3936 32.8 nnwfaiaan ruin rraan• va arstiarau •.vsar A 36 37 20 1 1 SPARE SPACE0 2492K12.5 1500 10 ICE CURER 3 20 12 38 39 125X 10OX 50% 1007. 100% 65% 25X 20 1 SPARE 0 K 12.5 1500 40 41 20 1 SPARE 0 K 12.5 1500 42 CONXNELIL+-U LUAU FEX FhAb1 -+ 1Z7- 5 iwr.6 I IG2.4 PANEL NOTES LOAD SUMMARY CONN. VA DEMAND FACTOR DEMAND VA TYPE L CONTINUOUS LOADS DEMAND KVA TYPE R RECEPTACLES (FIRST 1OkVA) 511 TYPE R RECEPTACLES (OVER 1OkVA) DEMAND AMPS TYPE M MISCELLANEOUS LOADS 142 --} TYPE A AC LOADS TYPE K KITCHEN LOADS LARGEST MOTOR LOADS TOTAL 8804 2160 0 13524 16344 4500 14400 45332 1257. 100% 507. 100% 1007, 100% 25% 11005 2160 0 13524 16344 4500 3600 51133 T SCALE: N.T.S. 1 TO 3/0 BARE COPPER TO MAIN SERVICE 6 TO COMMUNICATIONS BOARD W f + TONON- METALLIC PROTECTIVE SLEEVE - SLAB GROUNDI d ° DiRECT EARTH \_ 2" MIN. --2" MIN. urviv GROUND ING - -- -- SCALE: N.T.S. BUILDING FOOTING BUILDING LOAD SUM1l4ARY PANEL: BUILDING LOAD SUMMARY DEMAND Kvo I VOLTAGE: 120/206 PANEL SP 9.32 PANEL A 35.89 PANEL B 38.47 PANEL C dt 'D 48.88 PANEL E 4902 FUTURE PANEL R E RMA 27.89 CAR WASH PANEL 105.00 25X LARGEST MOTOR 5.48 TOTAL Kvla DEMAND 319.35 MWWUM SERVICE SIZE PS 887 BUILDING FOOTING BUILDING LOAD SUM1l4ARY PANEL: LOAD AMP 14.8 C I VOLTAGE: 120/206 TYPE L BUS RATWW. 125 AMP CKT POLE AMP 1 20 WIRE SIZE 10 POLE NO. 2 A 16.4 27•R 11.0 32.8 0.0 0.0 32.8 115..°. 50 AMP MAIN BREAKER C 21.5 15.2 5.0 32.8 0.0 1.5 32.8 108.8 K 8.6 1032 MANUFAMRER: FEED: PANEL D POLE WIRE OCT BKR NO. SIZE AMP POLE 1 12 20 1 REC-4ASHIER NEMk 1 AIC: 1 LOAD LOAD NOTE REF VA AMP 380 3.0 TYPE MI SQL: FEEDER: 20 SEE ONE -LIVE DIAORAIA AMPS TYPE R LOAD AMP 6.0 LOAD VA 720 REF 6 MOUNTM ENCLOSURE U)CATION: NOTE LOAD DESCRIPTION CASH RE5Gi5TER PUMP CNTL CKr BKR WIC POLE I AMP SiZE 1 20 12 POLE NO. 2 A 9.0 8.0 1.5 4.5 3.0 24.0 30.8 8 9A M 6.0 720 6 1 CASH RESGISTEt PUMP CHTL 1 20 12 4 3 12 9.5 11140 t CASHIER DRYER #6 FREEZER 360 3.0 R 6 M 3.0 360 31 ELIMINATOR INTERCOM AT CONSULE 1 20 12 6 5 12 20 1 1 CASHIER 360 3.0 MI 3.0 M 1.5 180 REFRIGERATOR MERCK. AWED S.S.C. 1 20 12 8 7 12 20 t CASH CONTROLLER 18 180 1.5 R 5.2 624 1 52 0 AIR CURTAIN 1 SPARE 1 20 11 10 9 12 20 1 ATM MACiBNE 1200 37 180 1.5 R 4.5 R 3.0 360 39 20 DEALERS OFFICE MODEM 1 20 12 12 11 12 20 1 COW PAD 10.0 L 180 1.5 R R 1.5 180 39 DEALERS COMPUTER 1 20 12 14 13 12 20 1 RED -8µ'E L 1 360 3.0 M 9.5 M 5 0 600 34 VEEDER ROOT 7LS 350 1 20 12 16 15 12 20 1 REC- SE(URIiY t 540 4.5 M SPACE M 1.5 180 20 9 EMERGENCY SHUT OFF SWITCHES 1 20 12 18 17 12 20 1 LOTTO MACHINE 3936 48 180 1.5 R' 3.0 28.0 M t.5 PANEL 180 NOTES WAYNE SITE OONTROLLER 1 20 12 20 19 12 2D 1 CARD IIIITER 35 CONNEM 180 LOAD 1.5 PER R PHASE LOAD SUMMARY CONM VA DEMAND FACTOR DEMAND VA CONTINUOUS LOADS DEMAND KVA RECEPTACLES (FIRST IOWA) 6.36 RECEPTACLES (OVER IOWA) DEMAND AMPS W9CEILANEDUS LOADS 17.7 AC LOADS KITCHEN LOADS LAST MOTOR LOADS TOTAL 0 2520 0 3840 0 0 0 8360 125X tOOi 5000 100% 110ox III= 25X 0 2520 0 3840 0 0 0 8360 PANEL: R 1 VOLTAGE: 120/208 MANUFACTURER: NEMA: 1 FEED: MAIN DISTRIBUTION BOARD MDB AIC: 22,000 POLE WIRZ CKT B11R I LOAD NO. SIZE AMP POLE LOAD DESCRIPTION NOTE REF VA 1 12 20 1 LTG - RETAIL SPACE 1778 LOAD AMP 14.8 TYPE L BUS RATING: 225 AMP SIZE: 42 FEEDER: SEE ONE -LINE DIAGRAM AMPS TYPE L LOAD TOAD AMP VA REF 1.6 190 MAIN LUG ONLY MOUNTING: FLUSH LOCATION: RETAIL SPACE NOTE LOAD DESCRIPTION 2 LTG -WALL PACKS CKT POLE AMP 1 20 WIRE SIZE 10 POLE NO. 2 A 16.4 27•R 11.0 32.8 0.0 0.0 32.8 115..°. B 18.6 13.7 5.0 32.8 0.0 0 0 32.8 iv2•v C 21.5 15.2 5.0 32.8 0.0 1.5 32.8 108.8 K 8.6 1032 53 RM510 MITTER FOOD PREP TABLE 1 20 10 4 3 12 20 1 FUTURE SIGN 2 30.8 1200 10.0 L 5 10 20 1 CARWASH SIGN 2 30.8 1440 12.0 L R 9.5 11140 30.8 54 DRYER #6 FREEZER 1 20 10 6 K 1 A -`l 219$ . M10 ELIMINATOR WIF )$AC.TT " I 5 8 a 7 7n vFr_M1N rdA d,r, R R 9.2 1104 55 REFRIGERATOR MERCK. 1 20 10 10 9 12 20 1 REC -CONY. 540 4.5 R M 1 5.2 624 1 52 AIR CURTAIN 1 20 12 12 11 12 20 1 WINDOW REC 1200 10.0 L L 1.0 120 LIGHTING CONTROL 1 20 12 i4 13 12 20 1 WINDOW REC 1200 10.0 L 0 SPACE 16 15 12 20 1 WINDOW REC 600 5.0 L 1 12 20 IN COOLER FAN COII. 0 SPACE 18 0 SPACE 20 9 8 50 2 CONDENSING UNIT 1 3 3 36 32 A 3936 32.8 A 0 SPACE SPACE 22 24 3938 8 0 0 SPACE 28 25 SPACE 0 SPACE 28 27 SPACE 0 29 SPACE 0 0 SPACE 30 0 SPACE 32 31 SPACE 0 0 SPACE 34 33 SPACE 0 0 SPACE 36 35 12 20 1 REC- ROOFTOP UNITS 180 1.5 R 0 SPACE 38 37 3936 32.8 39 8 45 2 AC UNIT AC -2 3936 32.81 3936 32.8 nnwfaiaan ruin rraan• va arstiarau •.vsar A A 0 SPACE 2492 A nv a 0 SPACE PANEL NOTES 1. PROVIDE AND INSTALL (10) 3/4" CONDUITS TO ABOVE ACCESSIBLE CEILING SPACE FOR FUTURE 2. ROUTE CIRCUITS THROUGH EXTERIOR LIGHTING CONTACTOR. SEE DETAIL CTRICAL TITLE S 3. VERIFY SPECIFIC REQUIREMENTS PRIOR TO ROUGH IN- Q LOAD SUMMARY CONN. VA DEMAND FACTOR DEMAND VA TYPE L CONTINUOUS LOADS DEMAND KVA TYPE R RECEPTACLES (FIRST 10kVA) 40.1 TYPE R RECEPTACLES (OVER 1OkVA) DEMAND AMPS TYPE M MISCEL ANSOUS LOADS 111 TYPE A AC LOADS TYPE K XITCHEN LOADS LARGEST MOTOR LOAII TOTAL 7728 3504 0 624 24216 3228 0 39300 125X 10OX 50% 1007. 100% 65% 25X 9660 3504 0 WA 24216 2098,2 0 40102 CAR WASH PANEL - 400 AMP 120/208-VOLT. 3- PHASE. 4 -WIRE 110 1111ESCRP11 PHASE Vj w A 8 C M1 HEUX POWER RACK 1 PHASE 20 0 0 M2 RM510 MITTER 7.5 7.5 7.5 M3 DRYER #1 30.8 30.8 30.8 M4 DRYER #2 30.8 30.8 30.8 M5 DRYER #3 30.8 30.8 30.8 M6 DRYER #4 30.8 30.8 30.8 M7 DRYER #5 30.8 30.8 30.8 M8 DRYER #6 30.8 30.8 30.8 M9 HYDRAUUC POWER RACK 46.2 46.2 46.2 M10 ELIMINATOR 46.2 46.2 46.2 DRAWING NUMBER 304.7 284.7 1 284.7 CAR WASH PANEL LOAD SUMMARY APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY- DATE These Mans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by ail applicable City agencies. The issuance or granting of a permit based on approvai of these plans shall not be construed to permit or approve any violation of the applicable codes or ordnance. No permit presumed to give authority to violate or cancei the provisions of such codes shall be valid. o! w j Z O 46Iol 0 910--- a w V w w U U w gLj Z 0 0 0 CR o oc z ® Q ih" ga5- zffi3N w0 i 4 m = w o0 f0 o-F-9k 3ffiiQOm V o- t CE> k- P..«- RASE —A TO PANEL -D N EUTRAL, EM1 30AMP CONTACTOR 15A W.A. BROWN CIRCUIT MANAGER -FRONT GROUNDING DETAIL SCALE: NONE EMERGENCY SHUT OFF SWITCHES LOCATED LOCATED LOCATED LOCATED IN FRONT IN FRONT IN CASHIER IN W.A. BROWN TO PANEL OF BLDG. OF BLDG. AREA PANEL DISPENSER C -20CONTROL POWER RESET COMMON TO ALL LOCATED DISPENSERS & PUMPS IN CASHIER 1. PHASE I , AREA NEUTRAL TO DISPENSER DISPENSER POWER AND LIGHTS MAINTENANCE SWITCH TO SECOND ND DISPENSER ON EACH EM CONTACTOR SEQUENCE OF OPERATION UPON ACTIVATION OF EMERGENCY SHUT OFF SWITCHES, BOTH PHASE AND NEUTRAL CONDUCTORS OF DISPENSER POWER AND BOTH PHASES OF SUBMERSIBLE PUMPS WILL BE DISCONNECTED. RESET OF DISPENSER AND PUMP POWER CAN ONLY BE DONE FROM INSIDE THE BUILDING CASHIER AREA AND ELECTRICAL ROOM. DISPENSER PUMP AUTHORIZATION ISOLATION SIGNAL FROM DISPENSER RELAY (TYPICAL FOR 6) PHASE -A TO PANEL -D -. SE B i 1--+- PHASE -C 1A PUMP MAINTENANCE SWITCH FOR EMERGENCY SHUT OFF SWITCHES FURNISHED BY W.A. BROWN NOTES: 1- THE FRONT OF EACH W.A. BROWN CABINET HAS "PUMP RUN STATUS" PILOT LIGHTS, AN EMERGENCY SHUTDOWN SWITCH, AND A RESET SWITCH SEE FIGURE ABOVE). 2- THE EMERGENCY SHUTDOWN FUNCTION DISCONNECTS POWER TO ALL PUMPS AND ALL DISPENSERS. (BOTH HOT AND NEUTRAL CONDUCTORS). 3- ADDITIONAL REMOTE EMERGENCY SHUTDOWN AND PUMP STATUS LIGHTS ARE AVAILABLE (LE. OUTDOOR AND CASHIER LOCATIONS). WIRING FOR THESE AS SHOWN. 4- EMERGENCY SHUTDOWN CONTACTORS FURNISHED /INSTALLED 13Y W.A. BROWN, PUMP -1 30AMP CONTACTOR TO PUMP MOTOR 208V TO NEAREST O METALLIC COLD WATER PIPE 2) REInv EMERGENCY STOP, now ALARM iwIv ¢1 tap it wW 13 W j{ 0 0 0 0 o POWER CONDITIONER OUTSIDE a) CM C14 LIGHTING i** CONTROLLER 0 011C 4C t9 PANEL A PANEL C 0 PANEL C0 PANEL DISPENSER B D AND PUMP PANEL 0 CONTROLS E U_ co i W D 10 2 3 4 0 DATE 1 T— 4 DATE Z0) GROUNDING DETAIL SCALE: NONE EMERGENCY SHUT OFF SWITCHES LOCATED LOCATED LOCATED LOCATED IN FRONT IN FRONT IN CASHIER IN W.A. BROWN TO PANEL OF BLDG. OF BLDG. AREA PANEL DISPENSER C -20CONTROL POWER RESET COMMON TO ALL LOCATED DISPENSERS & PUMPS IN CASHIER 1. PHASE I , AREA NEUTRAL TO DISPENSER DISPENSER POWER AND LIGHTS MAINTENANCE SWITCH TO SECONDND DISPENSER ON EACH EM CONTACTOR SEQUENCE OF OPERATION UPON ACTIVATION OF EMERGENCY SHUT OFF SWITCHES, BOTH PHASE AND NEUTRAL CONDUCTORS OF DISPENSER POWER AND BOTH PHASES OF SUBMERSIBLE PUMPS WILL BE DISCONNECTED. RESET OF DISPENSER AND PUMP POWER CAN ONLY BE DONE FROM INSIDE THE BUILDING CASHIER AREA AND ELECTRICAL ROOM. DISPENSER PUMP AUTHORIZATION ISOLATION SIGNAL FROM DISPENSER RELAY (TYPICAL FOR 6) PHASE -A TO PANEL -D -. SE B i 1--+- PHASE -C 1A PUMP MAINTENANCE SWITCH FOR EMERGENCY SHUT OFF SWITCHES FURNISHED BY W.A. BROWN NOTES: 1- THE FRONT OF EACH W.A. BROWN CABINET HAS "PUMP RUN STATUS" PILOT LIGHTS, AN EMERGENCY SHUTDOWN SWITCH, AND A RESET SWITCH SEE FIGURE ABOVE). 2- THE EMERGENCY SHUTDOWN FUNCTION DISCONNECTS POWER TO ALL PUMPS AND ALL DISPENSERS. (BOTH HOT AND NEUTRAL CONDUCTORS). 3- ADDITIONAL REMOTE EMERGENCY SHUTDOWN AND PUMP STATUS LIGHTS ARE AVAILABLE (LE. OUTDOOR AND CASHIER LOCATIONS). WIRING FOR THESE AS SHOWN. 4- EMERGENCY SHUTDOWN CONTACTORS FURNISHED /INSTALLED 13Y W.A. BROWN, PUMP -1 30AMP CONTACTOR TO PUMP MOTOR 208V TO NEAREST O METALLIC COLD WATER PIPE 2) REInv EMERGENCY STOP, EMERGENCY STOP KEYED NOTES: Q 1 1 /2" X 1/4- X 35" LONG COPPERGROUNDBUS 2 EQUIPMENT GROUND LUG O3 GROUND SERVICE (NEUTRAL) BUS (TYPICAL PER PANEL) 1 #3/0 GROUND CABLE, GREEN INSULATION 3/4" CONDUIT SLEEVE 6 3/4 'X 10' LONG COPPER CLAD GROUND ROD 7 GROUNDING BUSHINGS, SIZE AS REQUIRED 8 TO BUILDING STRUCTURAL STEEL IN FOOTING FOR UFER GROUND QSERVICE CONDUITS 4 ii i i 11-ra Ira Fro TANK MONITOR 1 FROM ALAW J} (1 ) now ALARM iwIv ¢1 tap it wW 13 W j{ 0 0 0 0 o EMERGENCY RESETSTOP w z a) CM C14 0 i** Z'0$ Z)ex 0 011C 4C t9 D (0 EMERGENCY STOP KEYED NOTES: Q 1 1 /2" X 1/4- X 35" LONG COPPERGROUNDBUS 2 EQUIPMENT GROUND LUG O3 GROUND SERVICE (NEUTRAL) BUS (TYPICAL PER PANEL) 1 #3/0 GROUND CABLE, GREEN INSULATION 3/4" CONDUIT SLEEVE 6 3/4 'X 10' LONG COPPER CLAD GROUND ROD 7 GROUNDING BUSHINGS, SIZE AS REQUIRED 8 TO BUILDING STRUCTURAL STEEL IN FOOTING FOR UFER GROUND QSERVICE CONDUITS 4 ii i i 11-ra Ira Fro TANK MONITOR 1 FROM ALAW J} (1 ) EW-AGENCY CONTROL STAWPION FURNISHED BY W.A. BROWN Pump 1 Ply 2 PUMP 3 PUMP 4 0 RESLT ELECTRICAL CONSTRUCTION SPECIFICATION GENERAL. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION, AND ALL LOCAL GOVERNING CODES AND ORDINANCES, WHICHEVER IS MORE STRINGENT. MATERIALS: WIRE: COPPER; MINIMUM 600 -V RATING, JACKETED - THWN INSULATION AS DESCRIBED IN THE NATIONAL ELECTRIC CODE AND APPROVED BY UNDERWRITER'S LABORATORY INC. SURFACE PRINTING SHALL BE IN CONTRASTING COLOR DESIGNATING VOLTAGE RATING, TYPE OF INSULATION, SIZE, NAME OF MANUFACTURER AND "TYPE THWN GASOLINE AND OIL RESISTANT 11 ". WIRE SIZE: ALL WIRE SHALL BE NO.12 AWG. MINIMUM, UNLESS OTHERWISE NOTED ON DRAWINGS, OR (1) NOT MORE THAN 3X VOLTAGE DROP AT ANY LOAD AND 2) CODE COMPLIANCE ALL ITEMS FURNISHED SHALL BE (1) UL- -LISTED AND LABELED, AND (2) ACCEPTABLE TO LOCAL GOVERNING AUTHORITIES. ELECTRI COAL SERVICE: UNDERGROUND SERVICE IS REQUIRED UNLESS OTHERWISE SHOWN ON PLANS. LOCAL UTILITY TERMINATION BOX IN ACCORDANCE WITH CODE, UTILITY' COMPANY AND SHELL REQUIREMENTS. TELEPHONE SERVICE: INSTALL UNDERGROUND CONDUIT IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS AS SHOWN ON PLANS OR SPECIFIED BY SHELL REPRESENTATIVE. INSTALL TELEPHONE SERVICE TO PHONE BOOTH AND /OR OTHER BUILDING IN UNDERGROUND CONDUIT, WHEN A PHONE BOOTH AND /OR OTHER BUILDINGS ARE SHOWN ON THE UNDERGROUND CONDUIT SITE PLAN. GROUM CONNECTION: UNDERGROUND WIRING: INSTALL IN RIGID, GALVANIZED STEEL CONDUIT AND MAKE WATER -- TIGHT. CONNECT RIGID CONDUIT TO EXPLOSION -PROOF UNDERGROUND TANKS. INSTALL SEALS ON ALL CONDUIT RUNS AS REQUIRED BY CODE. MINIMUM CONDUIT DEPTH SHALL BE 24" BELOW GRADE. SEALS AND PULL BOXES AT POLES SHOULD BE INSTALLED INSIDE POLE, OTHERWISE LOCATE ON SIDE OF POLE ADJACENT TO SIDEWALK OF INTERIOR PROPERTY TO AVOID DAMAGE BY AUTOMOBILES. UNDERGROUND GALVANIZED CONDUIT MUST MAINTAIN A MINIMUM OF 12" SEPARATION FROM COPPER LINES TO PREVENT CORROSION. 'WRAP GALVANIZED CONDUIT WITH POLYKEN 930" TAPE WHENEVER IT IS WITHIN 12" OF COPPER. EACH WRAP TO HAVE HALF -WIDTH OVERLAP OF PREVIOUS WRAP. BUILDING AND CANOPY WIRING ALL WIRING AND CONDUIT TO BE INSTALLED AND CONCEALED WHENEVER POSSIBLE. CONDUIT TO BE INSTALLED SO THERE ARE A MINIMUM NUMBER OF HOLES MADE THROUGH EXTERIOR WALLS, ROOF AND CANOPY. WHERE HOLES ARE NECESSARY, MASTIC, BACK -UP PLATES AND SUITABLE FITTINGS SHALL BE USED TO OBTAIN A PERMANENT WATERTIGHT SEAL MA5T1C IS ALSO TO BE APPLIED BETWEEN ROOF AND BACKPLATE. PAriEL AND SWITCHING COMPLETE METERING, SERVICE & DISTRIBUTION EQUIPMENT TO BE PER PLAN WITH U.L LABEL, APPROVED BY CITY AND POWER SUPPLIER FOR THIS USE. FURNISH AND INSTALL METER SOCKET AND ACCESSORIES TO MEET POWER SUPPLIER'S REQUIREMENTS. NO SUBSTITUTIONS ARE ALLOWED UNLESS APPROVED BY SHELL REPRESENTATIVE. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR EACH SUBSTITUTION. BRANCH CIRCUITS AND S WITCHES: PROVIDE PERMANENT TYPEWRITTEN OR EMBOSSED TITLE ON PRESSURE SENSITIVE PLASTIC TAPE FOR EACH PANEL CIRCUIT. o CONNECTIONS AND'IT'tJ S I ST Ti0 : LIGHTING FIXTURES: WHEN FIXTURES 'WITH ADJUSTABLE LIGHT PATTERNS ARE INSTALLED, MAKE SUCH ADJUSTMENTS AT NIGHT, WITH THE SHELL REPRESENTATIVE. CONCEAL ALL CONDUIT CONNECTIONS TO FIXTURES FROM VIEW. DISPENSER CONTROL SYSTEM: INSTALL AND CONNECT THE COMPLETE SYSTEM IN ACCORDANCE WITH THE PLANS. COORDINATE THE WORK WITH THE MANUFACTURER'S REPRESENTATIVE FOR THE EQUIPMENT SPECIFIED TO ASSURE PROPER OPERATION OF THE SYSTEM AND ITS COMPONENTS. ELECTRICAL SYMBOLS: SEE DRAWING E -0 FOR ELECTRICAL SYMBOLS AND NOTES APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These mans have been reviewed for adherence to the applicable codes and ordinance Authorization is hereby gIanted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cance+ the provisions of such codes shall be valid. Na° wm u„ciaw i w o Wwz ®3In' wWXz JajQ U. as °r vi ° °zal•"za M, iqjic_ ff / %08 0 P - -, 300 awQg co7' J NLJ U' Q$ tii =SSo Qa.o QOY w rn° zj a3UOa a w4 1 oQwe r gfz-- J=QCx>3° Q61i z o ,=6 - °zom,058 0 vwjr_ 6m3W Qa 6 wN *4 M, =Wjar6 Wz I ALARM iwIv ¢1 tap it wW 13 W j{ 0 0 0 0 o EMERGENCY RESETSTOP w z a) CM C14 0 f- z EW-AGENCY CONTROL STAWPION FURNISHED BY W.A. BROWN Pump 1 Ply 2 PUMP 3 PUMP 4 0 RESLT ELECTRICAL CONSTRUCTION SPECIFICATION GENERAL. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION, AND ALL LOCAL GOVERNING CODES AND ORDINANCES, WHICHEVER IS MORE STRINGENT. MATERIALS: WIRE: COPPER; MINIMUM 600 -V RATING, JACKETED - THWN INSULATION AS DESCRIBED IN THE NATIONAL ELECTRIC CODE AND APPROVED BY UNDERWRITER'S LABORATORY INC. SURFACE PRINTING SHALL BE IN CONTRASTING COLOR DESIGNATING VOLTAGE RATING, TYPE OF INSULATION, SIZE, NAME OF MANUFACTURER AND "TYPE THWN GASOLINE AND OIL RESISTANT 11 ". WIRE SIZE: ALL WIRE SHALL BE NO.12 AWG. MINIMUM, UNLESS OTHERWISE NOTED ON DRAWINGS, OR (1) NOT MORE THAN 3X VOLTAGE DROP AT ANY LOAD AND 2) CODE COMPLIANCE ALL ITEMS FURNISHED SHALL BE (1) UL- -LISTED AND LABELED, AND (2) ACCEPTABLE TO LOCAL GOVERNING AUTHORITIES. ELECTRI COAL SERVICE: UNDERGROUND SERVICE IS REQUIRED UNLESS OTHERWISE SHOWN ON PLANS. LOCAL UTILITY TERMINATION BOX IN ACCORDANCE WITH CODE, UTILITY' COMPANY AND SHELL REQUIREMENTS. TELEPHONE SERVICE: INSTALL UNDERGROUND CONDUIT IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS AS SHOWN ON PLANS OR SPECIFIED BY SHELL REPRESENTATIVE. INSTALL TELEPHONE SERVICE TO PHONE BOOTH AND /OR OTHER BUILDING IN UNDERGROUND CONDUIT, WHEN A PHONE BOOTH AND /OR OTHER BUILDINGS ARE SHOWN ON THE UNDERGROUND CONDUIT SITE PLAN. GROUM CONNECTION: UNDERGROUND WIRING: INSTALL IN RIGID, GALVANIZED STEEL CONDUIT AND MAKE WATER -- TIGHT. CONNECT RIGID CONDUIT TO EXPLOSION -PROOF UNDERGROUND TANKS. INSTALL SEALS ON ALL CONDUIT RUNS AS REQUIRED BY CODE. MINIMUM CONDUIT DEPTH SHALL BE 24" BELOW GRADE. SEALS AND PULL BOXES AT POLES SHOULD BE INSTALLED INSIDE POLE, OTHERWISE LOCATE ON SIDE OF POLE ADJACENT TO SIDEWALK OF INTERIOR PROPERTY TO AVOID DAMAGE BY AUTOMOBILES. UNDERGROUND GALVANIZED CONDUIT MUST MAINTAIN A MINIMUM OF 12" SEPARATION FROM COPPER LINES TO PREVENT CORROSION. 'WRAP GALVANIZED CONDUIT WITH POLYKEN 930" TAPE WHENEVER IT IS WITHIN 12" OF COPPER. EACH WRAP TO HAVE HALF -WIDTH OVERLAP OF PREVIOUS WRAP. BUILDING AND CANOPY WIRING ALL WIRING AND CONDUIT TO BE INSTALLED AND CONCEALED WHENEVER POSSIBLE. CONDUIT TO BE INSTALLED SO THERE ARE A MINIMUM NUMBER OF HOLES MADE THROUGH EXTERIOR WALLS, ROOF AND CANOPY. WHERE HOLES ARE NECESSARY, MASTIC, BACK -UP PLATES AND SUITABLE FITTINGS SHALL BE USED TO OBTAIN A PERMANENT WATERTIGHT SEAL MA5T1C IS ALSO TO BE APPLIED BETWEEN ROOF AND BACKPLATE. PAriEL AND SWITCHING COMPLETE METERING, SERVICE & DISTRIBUTION EQUIPMENT TO BE PER PLAN WITH U.L LABEL, APPROVED BY CITY AND POWER SUPPLIER FOR THIS USE. FURNISH AND INSTALL METER SOCKET AND ACCESSORIES TO MEET POWER SUPPLIER'S REQUIREMENTS. NO SUBSTITUTIONS ARE ALLOWED UNLESS APPROVED BY SHELL REPRESENTATIVE. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR EACH SUBSTITUTION. BRANCH CIRCUITS AND S WITCHES: PROVIDE PERMANENT TYPEWRITTEN OR EMBOSSED TITLE ON PRESSURE SENSITIVE PLASTIC TAPE FOR EACH PANEL CIRCUIT. o CONNECTIONS AND'IT'tJ S I ST Ti0 : LIGHTING FIXTURES: WHEN FIXTURES 'WITH ADJUSTABLE LIGHT PATTERNS ARE INSTALLED, MAKE SUCH ADJUSTMENTS AT NIGHT, WITH THE SHELL REPRESENTATIVE. CONCEAL ALL CONDUIT CONNECTIONS TO FIXTURES FROM VIEW. DISPENSER CONTROL SYSTEM: INSTALL AND CONNECT THE COMPLETE SYSTEM IN ACCORDANCE WITH THE PLANS. COORDINATE THE WORK WITH THE MANUFACTURER'S REPRESENTATIVE FOR THE EQUIPMENT SPECIFIED TO ASSURE PROPER OPERATION OF THE SYSTEM AND ITS COMPONENTS. ELECTRICAL SYMBOLS: SEE DRAWING E -0 FOR ELECTRICAL SYMBOLS AND NOTES APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These mans have been reviewed for adherence to the applicable codes and ordinance Authorization is hereby gIanted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cance+ the provisions of such codes shall be valid. Na° wm u„ciaw i w o Wwz ®3In' wWXz JajQ U. as °r vi ° °zal•"za M, iqjic_ ff / %08 0 P - -, 300 awQg co7' J NLJ U' Q$ tii =SSo Qa.o QOY w rn° zj a3UOa a w4 1 oQwe r gfz-- J=QCx>3° Q61i z o ,=6 - °zom,058 0 vwjr_ 6m3W Qa 6 wN *4 M, =Wjar6 Wz J I Uj o w z a) CM C14 0 f- z Z'0$ Z)ex 0 011C 4C t9 D (0 o® 0 C0 ate_® UJI M Co 0 0 E U_ co i W J I o a) CM C14 V3 U 10 T— 0 011C 4C t9 D (0 0 C0 Q Co cn 0 0 E U_ co i W D 10 00 0 DATE Co E , T— W E DATE Z0) 039- 00_3 -02 -04 0) j N 0) I W 100 0 011C 4C t9 W Ic cc 04 C iVNC ee I W 100 Z J W Q z 0 V z V 5W Wo DRAWN BY DATE REE EGG CHECKED BY DATE JEO JOB NO. 039- 00_3 -02 -04 DRAWING NUMBER 9 OF 11 DRAWINGS FFOR MOUNT RECEPTACLE AT 7' -0" A.F.F. MISC. SERCURITY EQUIP. (TYP. OF 3) C -15 C -15 C -15 SECURITY 4' COND. CAMERAS SECURITY MONITOR ER MODEM PHONE M.S.1. SYSTEM TACC 11 BACK OFFICE I RA CK WORK AREA F.E. F.E. F.E. PHOTOCELL PETRO PETRO PETRO SUB SUB SUB PUMP PUMP PUMP RELAY WA BROWN CIRCUIT MANAGER CABINET RELAY RELAY OUTSIDE LIGHTING CONTROLLER PANEL. A PANEL B PANEL UU 090 floo HUH Hug fflo FEEDER OUTSIDE MISCELLANEOUS DISPENSER TURBINE DISPENSER ER CONDUITS LIGHTING CONDUITS AC PUMP DC (DATA) WIRING POWER WIRING LOCATED IN BACK WORK AREA HME" LWE sTaTION MESSAGE REPEATER 2 1/2" COND. FOR M.S.I. CABLES i INTERCOM 1 CEILING l SPEAKER I MONITOR MONITOR MONITOR f I PHONE TACC 11 BAC BOARD PRINTER PRINTER PRINTER i RETAIL AREA U.P.S. tt 1 I PRINTER PRINTER U.P.S. j INTERCOM j U.P.S. TACC 11 M.S.I. — SYSTEM t J TRANSIENT a o VOLTAGE SURGE s e s 0 0 0 LOTTO SUPPRESSION 0 0 0 ( FUTURE) S' PHONE REMOTE FUEL D REMOTE FUEL SHUTDOWN SHUTDOWN L E::]---- I DIAL -UP MODEM DMARC #1 RJ111, 4 PIN A.T.M. MODULAR SURFACE JACK WITH SCREW TERMINALS BOARD) 0 ATM AND TELCO. S ES AREA 4 la MDB' P, `4 60A 3P FC) a POWER COIwaa Q PANEL C TIMER a PANEL DISPENSER D AND PUMP CONTROLS 11 CH2 CHI UU 090 floo HUH Hug fflo FEEDER OUTSIDE MISCELLANEOUS DISPENSER TURBINE DISPENSERER CONDUITS LIGHTING CONDUITS AC PUMP DC (DATA) WIRING POWER WIRING LOCATED IN BACK WORK AREA HME" LWE sTaTION MESSAGE REPEATER 2 1/2" COND. FOR M.S.I. CABLES i INTERCOM 1 CEILING l SPEAKER I MONITOR MONITOR MONITOR f I PHONE TACC 11 BAC BOARD PRINTER PRINTER PRINTER i RETAIL AREA U.P.S. tt 1 I PRINTER PRINTER U.P.S. j INTERCOM j U.P.S. TACC 11 M.S.I. — SYSTEM t J TRANSIENT a o VOLTAGE SURGE s e s 0 0 0 LOTTO SUPPRESSION 0 0 0 ( FUTURE) S' PHONE REMOTE FUEL D REMOTE FUEL SHUTDOWN SHUTDOWN L E::]---- I DIAL -UP MODEM DMARC #1 RJ111, 4 PIN A.T.M. MODULAR SURFACE JACK WITH SCREW TERMINALS BOARD) 0 ATM AND TELCO. S ES AREA 4 la MDB' P, `4 60A 3P FC) a o Q Q ANDTIMER a o Q d 3/4" COND. GUTTER 3/4' COND. FOR DISP. DATA 3/4" COND. FOR TLS AC POWER 3/4' COND. FOR PROBE CABLES 3/4" COND. FOR AC POWER 1 I 200A CH5 CH6 CH7 1 CODEX P 3 4 5 6 i AWED INTERFACE COMM. SLOT #1 ROBE INTERFACE MODULE ROBE INTERFACE MODULE ROBE INTERFACE MODULE ROBE INTERFACE MODULE SENSOR INTERFACE MODULE VAPOR SENSOR INTERFACE MODULE WAYNE SITE CONTROLLER PIB WAYNE DATA BOX ON W- 0 - 110 " A &* 0 PANEL 'D' FUELING ISLAND AREA WAYNE D RESDRESSER DISPENSERS 4 PRODUCT BLENDING 3 PRODUCT BLENDING ALLIED 4IGATION ANDTIMER SSCI CHI CHI 00) C 11 CH2 CHI 0 5 I I I I I 1 I CH3 CHI U I I I I CH4 CHI I 200A CH5 CH6 CH7 1 CODEX P 3 4 5 6 i AWED INTERFACE COMM. SLOT #1 ROBE INTERFACE MODULE ROBE INTERFACE MODULE ROBE INTERFACE MODULE ROBE INTERFACE MODULE SENSOR INTERFACE MODULE VAPOR SENSOR INTERFACE MODULE WAYNE SITE CONTROLLER PIB WAYNE DATA BOX ON W- 0 - 110 " A &* 0 PANEL 'D' FUELING ISLAND AREA WAYNE D RESDRESSER DISPENSERS 4 PRODUCT BLENDING 3 PRODUCT BLENDING HOT I LJ NrTERCOM I 1___ JUNCTION BOX DDBpL WALL TM1KS (NP. 3) WET INTERSTICAL SPACE MONITOR WET INTERSTICAL SPACE MONITOR 1 JUNCTION BOX l IIII II b P All 11 1 1 2 3 4 3 6 7 6 910 r DATA TO WAYNE DATA MT. BOX SUB -PUMP 1 INTERCOM u I J- BOX D 4_NCTION BOX DIESEL SUNL. UNL. 92 OCTANE 87 OCTANE 1 A M AREA APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These picins have been reviewed for adherence to theapplicaht- codes and ordinance Auth nzat.on isherebygraytedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytovio;a'e or cancel the provisions of suchcodesshallbevalid. W z 0 z O ¢ { t!7 Fo m Co w to M- z=f - Z U U w cc z z i 0 o'o 0 am to m Q ul a noa_z ctu oZ -ovs ', vtaysiwm gd amwW j3 a w nta rroo ta'r51¢o°' 0 t -cn .go a°aQ oZ5 om a Z ;mZQµ1 1Z UvtZwo p2O MiE0 w, 1G .Uo.,cr3aoo iew zav_ tzs1 5. zz 1- <° R..>19: jaOf W OgWZ0 aUO` tiYitZnm w Q2 z, zo <Uiria <M6z0iEi6gF iS P yyN Vp11O<0 wwZWaW h- j3U5, 00 wX U wUWJM§ aa° d CC ow 4F=v < Nmma d aocai° zmj!aaajF wNr II a' taHw - dg4- tin_ l V0eoz n.ivviat- t%`aoir to JUNCTION BOX ce z Q M 611 1 2 3 4 5 6 7 6 9101112 00) C 11 0 co 0 5 I I I I I 1 I J U I I I I co DATA TO WAYNE A. A lUCT EAV HOT I LJ NrTERCOM I 1___ JUNCTION BOX DDBpL WALL TM1KS ( NP. 3) WET INTERSTICAL SPACE MONITOR WET INTERSTICAL SPACE MONITOR 1 JUNCTION BOX l IIII II b P All 11 1 1 2 3 4 3 6 7 6 910 r DATA TO WAYNE DATA MT. BOX SUB - PUMP 1 INTERCOM u I J- BOX D 4_ NCTION BOX DIESEL SUNL. UNL. 92 OCTANE 87 OCTANE 1 A M AREA APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These picins have been reviewed for adherence to the applicaht- codes and ordinance Auth nzat.on is herebygraytedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based on approvaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to give authoritytovio;a'e or cancel the provisions of such codesshallbevalid. W z 0 z O ¢ { t! 7 Fo m Co w to M- z=f - Z U U w cc z z i 0 o' o 0 am to m Q ul a noa_ z ctu oZ -ovs ', vtaysiwm gd amwW j3 a w nta rroo ta' r51¢o°'0 t - cn .go a°aQ oZ5 om a Z ; mZQµ1 1Z U vtZwop2O MiE0 w, 1G . 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CAULK THE FOLLOWING W/ OSI SBR -100 RUBBER CAULKING: o O COLUMN TRIM TO COLUMN ABOVE DECK 1. INSTALL STEEL FRAMING AND COLUMNS. 0 1 I M FLASHING JOINTS 0 3. INSTALL OUTRIGGERS, FLANGE BRACES, ITEMS NOT BY F.M.S. SOFFIT \GUTTER, LEADERS, COVERS, AND FLASHING. UP ALL PRE - FINISHED MATERIAL. 0 1 NZ 0U N I 00 M U U eO — 1 O M 0O co a v 2. CAULK THE FOLLOWING W/ OSI SBR -100 RUBBER CAULKING: o GUTTER AND JOINTS COLUMN TRIM TO COLUMN ABOVE DECK 1. INSTALL STEEL FRAMING AND COLUMNS. 0 1 I M FLASHING JOINTS EMBOSSED WHITE CEILING DECK AND COLUMN TRIMS. 3. INSTALL OUTRIGGERS, FLANGE BRACES, ITEMS NOT BY F.M.S. SOFFIT \GUTTER, LEADERS, COVERS, AND FLASHING. UP ALL PRE - FINISHED MATERIAL. O 5. CLEAN & TOUCH CAULK JOINTS PER SPECIFICATIONS BELOW) Q t 6. REMOVE ALL FMS DEBRIS FROM JOBSITE. Oe O CAULKING SPECIFICATIONS: 1 c 1. CAULK THE FOLLOWING W/ DOW CORNING # 999 -A WHITE SILICONE: STRUCTURAL NOTES: COLUMN TRIMS TO DECK & COLUMN e0 1 Z J U 4 " W O m 1 U U 0 I M - 0 1 19) SPACES 0 4' -0' = 76' -0' br These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. 2004 Frey -Moss Structures, Inc. All rights reserved 30' -0" C/C BEAMS & COLUMNS FRAMING PLAN SCALE: 3/16" = 1' -0° I DATE BY CHK REVISIONS i 61612005 AR ED 1. REVISED PER PLAN REVIEW COMMENTS 61) DECK SHEETS @ V -4" = 81' -4" 82' -8" 0/0 FASCIA 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 L 30' -0' C/C BEAMS & COLUMNS 11 -Y 1 I 8' Voice: (800) 366 -6385 Fax: (770) 483-6037 www.frey-moss -corn fms@frey- moss -com o I I lV IRC I Go II 0 I d N U d aN n RIO I N 1 M i; If x 2' A307 W -BOLTS -7' x 10 112' x 1/4' SPLICE PLATE W12 x 26 a 3) PURLIN SPLICE DETAIL SCALE: 3/4" = 1'-0.. W12 x 40 4) 1/2' x 2' A307 M -BOLTS W12 x 26J A307 M -BOLTS V3' x 16' x 20 GA. DECKING PURLIN /BEAM CONNECTION E scuc: a /a• — r —o 3) 1/2" x 2' A307 M -BOLTS 1/4" W12 x 40 II M + li 7' x 10 1/2" x 1/4' SPLICE PLATE PiJRLIN SPLICE. DETAIL SCALE: 3/4" = V -0" 12 x 3/4" TEK SCREWS 14 GA. x 2" STRAP 0 EACH BEAM. TO BEAM CONNECTION FASTENED w/ (4) #12 TEK SCREWS AS SHOWN W12 x 40 W12 x 26 4) 1/2" x 2" A307 M -BOLTS BEAM BRACE DETAIL SCALE 3/6' = 1• -0• n 2. CAULK THE FOLLOWING W/ OSI SBR -100 RUBBER CAULKING: ERECTOR'S SCOPE OF WORK: GUTTER AND JOINTS COLUMN TRIM TO COLUMN ABOVE DECK 1. INSTALL STEEL FRAMING AND COLUMNS. 0 1 2. INSTALL 20 GA. PRE - FINISHED FLASHING JOINTS EMBOSSED WHITE CEILING DECK AND COLUMN TRIMS. 3. INSTALL OUTRIGGERS, FLANGE BRACES, ITEMS NOT BY F.M.S. SOFFIT \GUTTER, LEADERS, COVERS, AND FLASHING. UP ALL PRE - FINISHED MATERIAL. 1. ELECTRICAL, INCLUDING WIRING OF LIGHTS. 5. CLEAN & TOUCH CAULK JOINTS PER SPECIFICATIONS BELOW) Q t 6. REMOVE ALL FMS DEBRIS FROM JOBSITE. 4. SIGNAGE. 0 CAULKING SPECIFICATIONS: 1. CAULK THE FOLLOWING W/ DOW CORNING # 999 -A WHITE SILICONE: STRUCTURAL NOTES: COLUMN TRIMS TO DECK & COLUMN e0 LEADERS TO SOFFIT & COLUMN TUBE STEEL ASTM A -500 GRADE B Fy = 46 KSI ALL WHITE MATERIAL JOINTS FREY -MOSS STRUCTURES APPROVED FABRICATOR ICBO # (IAS) FA -364 d- 19) SPACES 0 4' -0' = 76' -0' br These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. 2004 Frey -Moss Structures, Inc. All rights reserved 30' -0" C/C BEAMS & COLUMNS FRAMING PLAN SCALE: 3/16" = 1' -0° I DATE BY CHK REVISIONS i 61612005 AR ED 1. REVISED PER PLAN REVIEW COMMENTS 61) DECK SHEETS @ V -4" = 81' -4" 82' -8" 0/0 FASCIA 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 L 30' -0' C/C BEAMS & COLUMNS 11 -Y 1 I 8' Voice: (800) 366 -6385 Fax: (770) 483-6037 www.frey-moss -corn fms@frey- moss -com o I I lV IRC I Go II 0 I d N U d aN n RIO I N 1 M i; If x 2' A307 W -BOLTS -7' x 10 112' x 1/4' SPLICE PLATE W12 x 26 a 3) PURLIN SPLICE DETAIL SCALE: 3/4" = 1'-0.. W12 x 40 4) 1/2' x 2' A307 M -BOLTS W12 x 26J A307 M -BOLTS V3' x 16' x 20 GA. DECKING PURLIN /BEAM CONNECTION E scuc: a /a• — r —o 3) 1/2" x 2' A307 M -BOLTS 1/4" W12 x 40 II M + li 7' x 10 1/2" x 1/4' SPLICE PLATE PiJRLIN SPLICE. DETAIL SCALE: 3/4" = V -0" 12 x 3/4" TEK SCREWS 14 GA. x 2" STRAP 0 EACH BEAM. TO BEAM CONNECTION FASTENED w/ (4) #12 TEK SCREWS AS SHOWN W12 x 40 W12 x 26 4) 1/2" x 2" A307 M -BOLTS BEAM BRACE DETAIL SCALE 3/6' = 1• -0• n APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY— DATE These t +a: s have been reviewed for adherence to the appl,a.ip codes and ordinance. Authorization is hereby 'a' ' d to issue a builO ermlt pending approval b) .iI, applicable City agencies. The issuar^e or granting of a permit based on approval of these plans shall not e ap pfthe cable perrn,t Or approve any violation of applicable ed to give codes or ord.narice. No permit presu m authorlt to vlola :e or cancel the provisions of such codes shall be vdllu. rGII y a Vu1 a7LAULPLIVII 80' -0" x 82'-8" Mansard Canopy EXTERIOR ELEVATION DRAWN BY: DATE: 61612005 CHECKED BY: Goa DATE: 0 CANOPY DESIGN CRITERIA THESE PLANS ARE TO BE USED FOR THE CONSTRUCTION OF COMMERCIAL CANOPIES IN ACCORDANCE WITH THE FOLLOWING CODES: 1 1-7 UNIFORM BUILDING CODE - EDITIONy UNIFORM MECHANICAL CODE - 91-EDITION UNIFORM PLUMBING CODE ON NATIONAL ELECTRICAL CODE - DITtON CCR ARTICLE 1 1 MODEL ENERGY CODE - ,,g89-EDITION ANSI A117.1 ADA ROOF LIVE LOAD = 20 psf ROOF DEAD LOAD = 6 psf MANSARD DEAD LOAD = 12 psf TILE, 6 psf FRAMING WIND SPEED = 80 mph EXPOSURE = C SEISMIC ZONE = 4 P.E ES r 3 cap` CAi F ° JUN 0 6 205 JOB # S51810003 Canyon Hills, CA SCALE: 3116" = 1' -0" DRAWING # - C.MAN.8082.05.0 1 OF 7 2. CAULK THE FOLLOWING W/ OSI SBR -100 RUBBER CAULKING: ERECTOR'S SCOPE OF WORK: GUTTER AND JOINTS COLUMN TRIM TO COLUMN ABOVE DECK 1. INSTALL STEEL FRAMING AND COLUMNS. DECK PENETRATIONS 2. INSTALL 20 GA. PRE - FINISHED FLASHING JOINTS EMBOSSED WHITE CEILING DECK AND COLUMN TRIMS. 3. INSTALL OUTRIGGERS, FLANGE BRACES, ITEMS NOT BY F.M.S. SOFFIT \GUTTER, LEADERS, COVERS, AND FLASHING. UP ALL PRE - FINISHED MATERIAL. 1. ELECTRICAL, INCLUDING WIRING OF LIGHTS. 5. CLEAN & TOUCH CAULK JOINTS PER SPECIFICATIONS BELOW) 2. CONCRETE WORK. 3. PERMITS. 6. REMOVE ALL FMS DEBRIS FROM JOBSITE. 4. SIGNAGE. 5, WRAPPING OF COLUMNS. CAULKING SPECIFICATIONS: 1. CAULK THE FOLLOWING W/ DOW CORNING # 999 -A WHITE SILICONE: STRUCTURAL NOTES: COLUMN TRIMS TO DECK & COLUMN A36 STRUCTURAL STEEL STEEL DECK Fy = 50 KSI LEADERS TO SOFFIT & COLUMN TUBE STEEL ASTM A -500 GRADE B Fy = 46 KSI ALL WHITE MATERIAL JOINTS FREY -MOSS STRUCTURES APPROVED FABRICATOR ICBO # (IAS) FA -364 TO DECKSOFFIT APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY— DATE These t +a: s have been reviewed for adherence to the appl,a.ip codes and ordinance. Authorization is hereby 'a' ' d to issue a builO ermlt pending approval b) .iI, applicable City agencies. The issuar^e or granting of a permit based on approval of these plans shall not e ap pfthe cable perrn,t Or approve any violation of applicable ed to give codes or ord.narice. No permit presu m authorlt to vlola :e or cancel the provisions of such codes shall be vdllu. rGII y a Vu1 a7LAULPLIVII 80' -0" x 82'-8" Mansard Canopy EXTERIOR ELEVATION DRAWN BY: DATE: 61612005 CHECKED BY: Goa DATE: 0 CANOPY DESIGN CRITERIA THESE PLANS ARE TO BE USED FOR THE CONSTRUCTION OF COMMERCIAL CANOPIES IN ACCORDANCE WITH THE FOLLOWING CODES: 1 1-7 UNIFORM BUILDING CODE - EDITIONy UNIFORM MECHANICAL CODE - 91-EDITION UNIFORM PLUMBING CODE ON NATIONAL ELECTRICAL CODE - DITtON CCR ARTICLE 1 1 MODEL ENERGY CODE - ,,g89-EDITION ANSI A117.1 ADA ROOF LIVE LOAD = 20 psf ROOF DEAD LOAD = 6 psf MANSARD DEAD LOAD = 12 psf TILE, 6 psf FRAMING WIND SPEED = 80 mph EXPOSURE = C SEISMIC ZONE = 4 P.E ES r 3 cap` CAi F ° JUN 0 6 205 JOB # S51810003 Canyon Hills, CA SCALE: 3116" = 1' -0" DRAWING # - C.MAN.8082.05.0 1 OF 7 W a N Ln If1 N O ON w o tm E to U- 2 NC co w N 0 k! E ma 8L 0 a CIO N a M0 0O to Ln 0 LnED A MANSARD OUTRIGGERS 1 L V) Q W O W r O Z W dCJ N O Q O L L CCO 00 These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2004 Frey -Moss Structures, Inc. All rights reserved 7' -1" 1 7' -2" 1 7' -2" 1 7' -2" 1 7' -2" 7' -2" 7' -2" 7' -2" 7' -1" 9 " -2" 0 IN NI'S 101 111 1 mill 0 am" 1 0 0 H ur H 1 n 0 7" 81' -6" 0/0 STEEL OUTRIGGERS 82' -8" 0/0 CANOPY FASCIA MANSARD FRAMING PLAN REVISIONS n I Nd' W C, 0 0 a 4 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way I S5130003 mass Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.froy- moss.com Silverton, Oregon 97381 S T R U C T U R E S fms @frey-moss.com Perry's Construction 80' -0" x 82' -8" Mansard Canopy MANSARD FRAMING APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These pia-; have been reviewed for adherence to theappi'cai''P r :7es and ordinance_ Autnorization ishe'el'V , a' to issue a building permit pendingapprov& :111 applicable City agencies. The issuance or granting of a permit based on apt;rovai of these plans shall not be construed topermitofap,.rove any violation of the applicablecodesort,,,t;r .,ice No hermit presumed to giveautnorltytovi_~ or cancel codes snail L,,,, the provisions of suchv ;, DRAWN BY: g A wyy DATE: 111112005 CHECKED BY: ele DATE: Ali P cab Or CA1r Fa \ N 0 6 2005 JOB # I S5130003 Canyon Hills, CA SCALE: 3116" = 1' -0" DRAWING # - C.MAN.8082.05.0 EZ 20F7 I c t a 00 N 00 r w 3 v, c 0 LU rnw rn 0 19 E Wa. a. 0c C v towc ca N 000 y 0 0 0 m in 0 rn Ln CD Q 40 These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. TMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Mass Structures, Inc. is strictly prohibited. 2004 Frey -Moss Structures, Inc. All rights reserved 82' -8" 0/0 AMC FASCIA SPANISH TILE MANSARD, BY OTHERS MANSARD FRAMING, BY FMS 20 GA. SCRAP FASCIA BY FMS I _ f I STUCCO FINISH BY OTHERS I COLOR TO BE DETERMINED I T.S. 12" x 12" x 3/8" TYP. ® 9 PLACES) COLUMN SHROUDS & FRAMING BY OTHERS ELEVATION "A" SCALE: 3/16" = 1' -0" 80' -0" 0/0 AMC FASCIA MAS11CU THE kJAKICAon ov nTuroc 11 MORREVISIONS moo ELEVATION "B" SCALE: 3/16" = 1' -0" 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: 18001366 -6385 Fax: (770) 483 -6037 www.frey- moss.com fms @ftey- n=.com Perry's Construction 80' -0" x 82' -8" Mansard Canopy ELEVATIONS APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygrartedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviola'(, or cancel the provisions of suchcodesshallbevalid. DRAWN BY: vzia*w,rakd DATE: 111112005 CHECKED BY: DATE: .. OF CALIF jVN 0 6 X005 f'V1. O JOB # S560003 Canyon Hills, CA SCALE: 3116" = 1'.0" DRAWING # - C.MAN.8082.05.0 E3 30F7 C r a M O Lf1 N to O C7i 3 o 0 rnC 15 J_ an i r 0 3 E W a fl. 0 N co U 0 0 C) in i 0 Ln in 3 rn Q Q U O O I R7' -R" n /n CANOPY LIGHTING LAYOUT SCALE: 3/16" = 1' -0" These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2004 Frey-Moss Structures, Inc. AA rights reserved DATE I BY I CHK I REVISIONS I 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey4om.com fms @fray- rnoss.com DECK LSI "ENCORE" LIGHT FIXTURES - (36) REQUIRED FURNISHED BY FMS INSTALLED BY OTHERS LIGHT FIXTURE DETAIL APPROVED SCALE: 1 1/2 1) = 1' -0" FOR PERMIT ISSUANCE SCOTT F-AZEKAS & ASSOCIATES, INC. BY DATE These pens have been reviewed for adherence to the applicable codes aild ordinance. Authorization is hereby g,arted to Issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. Perry 's Construction 80' -0" x 02' -8" Mansard Canopy LIGHTING LAYOUT NOTE: LIGHTS TO BE INSTALLED IN CENTER OF DECK PAN. DRAWN HY: DATE: 111112005 CHECKED BY: DATE- P.E. — QRpF ESS /0 r,3 =i7 f F OF CA0I JUN 0 6 1'00-5 JOB # t V -4" 30' -0" C/C BEAMS & COLUMNS 30' -0" C/C BEAMS & COLUMNS 11' -4" V- 01 13' -4" C/C LIGHTS 13' -4" C/C LIGHTS 13' -4" C/C LIGHTS _ 13' -4" C/C LIGHTS 13' -4" C/C LIGHTS 8' -0" SCALE: 3116" — 1' -0" DRAWING # - C.MAN.8082.05.0 LSI "ENCORE" LIGHT FIXTURES - (36) REQUIRED FURNISHED BY FMS INSTALLED BY OTHERS a i I 4 M Y I o— I— II I I I a II II III II III II I I M II III I I I I II II I ( I III II I III I I I o I! III II III III I_ I 1 ==-- _— _---------- __--- _- - II III II I Z C M II III II I II III II I e II I III II I I III I I II I 11o I I I_ LA III J— L I_ I I[— _ I 11 11 11 _ _ _ _ _ _ _ _ _ I II III II I m II III III ( I II I I III II I 0 IaIIIIIII tC 00 II III IIJ I II 1 -- __ -- __ -- __— - -_= i --------------------- III II I It m II III II I o II III II I o II III II I I t I II I I I I III II I r_ P -- -- _ - -- = I - -- __ -- __— __ - -_ -- ---- ---- ---- --- --- - - A T- P— IIIkiIIIII I I I I I° II I IIII II I I II III II I I III I I 0o 1_— III Z-- I -- -- — E— — __ - ---_- I I I I C. Q I I I III I I I m f I I III I I R-' II III II I M I— I I III I I I alo I I I III — 11 _jL iL_ ___L —__— - -_= I = = - -= -- __-- __-- __-- __ - - -- — F— M m I I I III I I ( I ( I I IIIIIIIIII II III II ItI 1 =--- _--- __-- __-- __-- __- -__ - - I I P— — _ - -__ I It LO I W— m— o I— co L IJ L I o VE— (— )— IN WATER LEADER COVER TYP. ® 6 PLACE) 10' -0" 10' -0" 10' -0" 10'-0" 10' -0" 10' -0" 1 82' -6" 0/0 SOFFIT LIGHTING LAYOUT SCALE: 3/16" = 1' -0" These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2004 Frey-Moss Structures, Inc. AA rights reserved DATE I BY I CHK I REVISIONS I 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey4om.com fms @fray- rnoss.com DECK LSI "ENCORE" LIGHT FIXTURES - (36) REQUIRED FURNISHED BY FMS INSTALLED BY OTHERS LIGHT FIXTURE DETAIL APPROVED SCALE: 1 1/2 1) = 1' -0" FOR PERMIT ISSUANCE SCOTT F-AZEKAS & ASSOCIATES, INC. BY DATE These pens have been reviewed for adherence to the applicable codes aild ordinance. Authorization is hereby g,arted to Issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. Perry 's Construction 80' -0" x 02' -8" Mansard Canopy LIGHTING LAYOUT NOTE: LIGHTS TO BE INSTALLED IN CENTER OF DECK PAN. DRAWN HY: DATE: 111112005 CHECKED BY: DATE- P.E. — QRpF ESS /0 r,3 =i7 f F OF CA0I JUN 0 6 1'00-5 JOB # I S51130003 Canyon Hills, CA SCALE: 3116" — 1' -0" DRAWING # - C.MAN.8082.05.0 4 40F7 J ;i kt c CL GO0 Ln V tV In Ci N w c T N O E LW a a0 ttc_ U v mv c m N CD CP U M 0 0 CC) Ln 0rn th 0 En 0 0 I M I r STUCCO SYSTEM INCLUDING STYROFOAM, CORNICE & STUCCO BY OTHERS R I I M i M 20 GA SCRAP SHEET METAL FOR STUCCO BACKING BY FMS These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2004 Frey -Moss Structures, Inc. All rights reserved r-- I I L I I I I I I I I I I 80' -0" 0/0 FASCIA PANELS 7- i 78' -10" 0/0 STEEL OUTRIGGERS a i 0' 12 i a i 3" x 16" x 20 GA. SCRAP ROLLED SUB —DECK BY FMS 1 ' L4 "x3 "x1/4" STEEL ANGLE 0 96" 0/C MAX 12 TEK SCREWS 2) PER DECK PER OUTRIGGER 12 x 3/4" TEK— SCREWS 2) #12 x 3/4' LG- TEK—SCREWS w/ NEOPRENE WASHER L 3" x 3' x 3/16' STEEL ANGLE VERTICAL W12 X 40 C6 X 8.2 PLYWOOD, FELT & TILE MANSARD ROOF BY OTHERS 4'0 CANOPY OUTLET 4 "0 NO —HUB CONNECTOR CUT —OUT IS #10 HEX HD. 4" WIDE @ 24" 0/C his" 2" 1 - - - -- - - - r'- I! SOFFIT / GUTTER 11 I I M N111 11 1 L — 11 1 11 - -- 11 N FIELD TO CUT —OUT 3 1/2-- 1 POP RIVETS SOFFIT FOR OUTLET @ 24" 0/C SA1 (EXTRA LONG) USE CAULK TAPE 20 GA. EMBOSSED AT OUTLET WHITE FASCIA TRIM I I T ----------------------------------------------------- I I 12 X 26 1/2 "0 x 2" LG. i i W12 X 26 A -307 M.BOLTS I OUTRIGGER TO BEAM) 12 x 3/4' TEK SCREWS 14 GA. x 2" STRAP ® EACH BEAM TO BEAM CONNECTION FASTENED w/ (4) #12 TEK SCREWS AS SHOWN 1/2"0 x 2' LG. A -307 M.BOLTS OUTRIGGER TO BEAM) M I i 3 "X16 -X20 GARII --------------------------- - - - - -- WHITE EMBOSSED CN - -- " ____________________ ______ _ ___ _ _______________________________ i I CEILING DECK I12x3/4" LG. 4 — I 20 GA. STEEL 20 GA. EMBOSSED) # 12 x 3/4 LG. I TEK— SCREWS w/ NEOPRENE I I I I WHITE FASCIA TRIM TEK—SCREWS w/ NEOPRENE WASHER 018" O/C I I ( I I COLUMN TRIM WASHER 0 8 - 0/C I I I S S SCREWS .032 GA. EMBOSSED WHITE 4 "0 PVC I I I I I 4 "0 TO 3'0 ALL HUB 6 / WATER LEADER ALUMINUM SOFFIT- / GUTTER I i i I i PVC REDUCING ELL 2„ .032 EMBOSSED WHITEI ALUMINUM LEADER COVER I T.S. 12' x 12' x 3/8' STEEL COLUMN 7" 3' -4' TO END OF DECK 1" 3' -11" TO SOFFIT & OUTRIGGERS 4' -0" 8' -0" C/C BEAMS 8' -0' C/C BEAMS 10' -0" I 30' -0" C/C COLUMNS SECTION SCALE: 1" = V -0" DATE BY CHK REVISIONS 6/612005 AR ED 1. REVISED PER PLAN REVIEW COMMENTS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366 -6385 Fax: (770) 483 -6037 www.frey- mon.com fms @frey- moss.com DRAIN DETAIL SCALE: 1 1/2 a = -1' -0" ONE BEAD OF OSI SBR -100 CAULK 1/8' POP RIVETS 10 X 1/2' HEX HEADS 1 2TA1 COLUMN TRIM I I I I T.S. 12" x 12" COLUMN COLUMN TRIM DETAIL SCALE: 1 1/ 2w = V -0' Perry's Construction 80' -0" x 82' -8" Mansard Canopy SECTION APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isherebygraltedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based on approval of these plans shall not be construed topermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to give authority to violate or cancel the provisions of suchcodesshallbevalid. r%n x..1111 M1 DATE: 6/612005 CHECKED BY: GO DATE: n r =roe, ps F OF CAt \F JUN 0 6 2005 JOB # I S5B0003 Canyon Hills, CA SCALE: 1" = 1' -0" DRAWING # - C.MAN.8082.05.0 to c CL M1 tt') iV Ln OO CU N t 0 tab Q1 3 v c w 0 a 0c L10NC Ctu L N 0 Q U M C) 0 0M ig to Ln cm 0 STUCCO SYSTEM INCLUDING STYROI CORNICE & STUC( BY OTHERS 20 GA SCRAP SH METAL FOR STUD BACKING BY FMS 12 x 3/4" TEK SCREWS These drawings and ag information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2004 Frey -Moss Structures, Inc. All rights reserved SECTION SCALE: VI = V — 0" DATE BY CHK REVISIONS Canyon Hills, CAG DRAWING # - C.MAN.8082.05.0 61612005 AR ED 1. REVISED PER PLAN REVIEW COMMENTS 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 Voice: (800) 366 -6385 Fax: (770) 483 -6037 wvvw.froy4noss.com fms@frey- moss.com Perry 's Construction 80' -0" x 82' -8" Mansard Canopy SECTION uv a vu"kj";y Pt.—lit penaing approvaity ail applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be cons rued to permit or approve any violation of the appiicable codes or ordinance. Nc permit presumed to give authority t;; vioiatt3 or cancel the provisions of such codes shall be valid. 111'11A \Ot AV 1 nn r u. DATE: 61612005 CHECKED BY: ee DATE: P. - oe oFESsi CD i `cT 1 C.") s:. r , Exp F OF ICAVtF¢\ JUN 0 6 2005 AP 0 EACH JONNECTION 12 TEK SCREWS JOB # S5130003 1 E 6 OF 7 Canyon Hills, CA SCALE : 1" m 1' -0" DRAWING # - C.MAN.8082.05.0 a rn N O N of v c m a c u_ N a 0. 0 c C o CNC cc N 00 0 0 W in is 0 m i CD CL0 zQ 0 C> I Go 0 I 0 J U U O i b N Z Q C U O i O M 0 0 i i i i i i i L 11' -4- I TOP OF MAT I FOOTING #1 0 ELEV.: 100' -0" I I TOP OF MAT FOOTING #4 0 ELEV.: 100' -0" I I TOP OF MAT FOOTING #7 0 ELEV.: 100' -0" N_ — — 30' -0- C/C COLUMNS FOUNDATION PLAN SCALE 3/16' = 1' -0' These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. 2004 Frey -Moss Structures, Inc. All rights reserved I DATE BY CHK REVISIONS TOP OF MAT TOP OF MAT FOOTING #2 I FOOTING #3 0 ELEV.: 100' -0" 0 ELEV.: 100' -0" I I I I I I I TOP OF MAT TOP OF MAT FOOTING #5 #6 fib ELEV.: 100' -0" rO ELEV.: 100' -0" 7F 71 I TOP OF MAT FOOTING #8 0 ELEV.: 100' -0" I 30' -0- C/C COLUMNS 82' -8" 0/0 CANOPY I I I T ^Q OF MAT STING #9 ELEV.: 100' -0" I I 11' -4" O UW 0W Q wM 2' -0' 3' 9' 9- 30 PLATE 1' X 24" SQ. M t f# HOLES FOR ANCHOR BOLTS Ca I N 2) 1/2- GUSSETS @ EACH SIDE M 5/16' BASE PLATE DETAIL SCALE: 3/4" = 1$ -0" 2) NUTS & w/ OVERSIZED WASHERS 14'4.0 ASTM A36 Min, ANCHOR BOLT (4 PER FOOTING) 33 = TOTAL FURNISHED BY FMS INSTALLED BY G.C. NUTS w/ PLATE 4" x 3" x 0' -3' LONG. ANCHOR BOLT DETAIL SCALE: 3/4' = V-01- 3 "0 PVC DRAIN IN COLUMNS ARE ADJUSTABLE FMS ERECTOR TO COORDINATE WITH G.C. TO DETERMINE CORRECT LOCATION TO EXIT COLUMN CONCRETE DRIVE SLAB 2" NON— SHRINK GROUT (BY G.C.) NOTE: ERECTOR TO PATCH HOLES IN COLUMN, LEFT BY REMOVAL OF THE DRAIN PIN, WITH RONDO. SAND SMOOTH AND PRIME AS NEEDED. NOTE: v.r. Tr) rnnRDINA.TE WITH ERErTnR THE LOCATION WHERE DRAIN EXITS COLUMN. FIELD NOTES: 1. SECURE CANOPY COLUMNS TO ANCHOR BOLTS. 2. ALL CONCRETE SHALL BE A MINIMUM OF 2500 PSI AT 28 DAYS. 3. TOP OF PIER FOOTINGS TO BE LEVEL WITHIN 1/4" TOL. 4. SOIL BENEATH PIER FOOTINGS TO BE WELL COMPACTED AND BE CAPABLE OF SUPPORTING A LOAD OF 2000 PSF.--SOIL CONDITIONS ARE THE CONTRACTOR'S RESPONSIBILITY. 5. SETTLING OF THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBILITY. 6, ALL FIELD WORK BY G.C. 3 "0 PVC DRAIN TO EXIT UNDERGROUND SEE PLANS FOR DIRECTIONS TOP OF ISLAND j Perry's Construction 80' -0" x 82' -8" Mansard Canopy FOUNDATION PLAN nnAIAIRI nv. Yjvn " "I• V.. 9,W~_Ta" DATE: 111112005 CHECKED BY: DATE: P E eRO r Ifrte dfi \: \Cn... LLJ A 0 x¢ qp i6 1i , FOF CAL1 JUN 0 6 20 Z O s z Z C3C) Ca N 0 W W 0 0 l0 tp 21 TOP OF FOOTINGS TO BE 0 SAME ELEV.: 21=Q JOB # Aw_ S5B0003 L0 Canyon Hills, CA I° —.cam'` —T: —;-r _ ..d SCALE: 3116" = 1' -0" DRAWING # - C.MAN.8082.05.0 W 4' < . ° ADD (3) #4 TIES 1MTHIN 6" OF TOP 4) 1 4 A307 ANCHOR BOLT d. •_. . T e °— — - W/ 6" THREADED PROJECTIONS w/ NUTS & OVERSIZED WASHERS x3- PLATE 1lex3 FURNISHED BY FMS & INSTALLED BY G.C. 1._ o_' ,_a,_. . _ ° ° .L I 4 REM TIES 0 12. 0/C d EACH WAY d d° • °. .. e di 1 d d. 12) #5 REBAR VERTICALS a. 4 EACH FACE) a . I• q.. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCtATES. INC. 4' -0" SQUARE DATE 4' -0" ROUND BY These pans have been reviewed for adherenclato theAuthorizationis appiicaDiP codes and ordinance hereby g'an'e.i to issue a building permit pe'rCOTING DETAIL approval by all applicable City agencies. C pp E / » = " 3 4 1 - btT-' The issuance or granting of a permit base these shall not be construed to approvai of plans to permit or approve any violation of the appNopermitpresumedto givecodesorordinance. the provisions of suchauthoritytoviolateorcancel codes shall be valid. Perry's Construction 80' -0" x 82' -8" Mansard Canopy FOUNDATION PLAN nnAIAIRI nv. Yjvn " "I• V.. 9,W~_Ta" DATE: 111112005 CHECKED BY: DATE: P E eRO r Ifrte dfi \: \Cn... LLJ A 0 x¢ qp i6 1i , FOF CAL1 JUN 0 6 20 Z O s z Z C3C) Ca N 0 W W 0 0 l0 tp 21 TOP OF FOOTINGS TO BE 0 SAME ELEV.: 21=Q JOB # S5B0003 Canyon Hills, CA SCALE: 3116" = 1' -0" DRAWING # - C.MAN.8082.05.0 Fl. 7oF7 SN4 7'-C CARWASH EQUIPM D EQUIPMENT IDENTIFICATION SYMBOL DESCRIPTION LOCATION SUPPLIED BY INSTALLED BY PLUMBED BY WIRED BY CIA CLEARANCE ARCH ENTRANCE LANE DEALER DEALER SN1 MENU SIGN ENTRANCE LANE DEALER DEALER ELECT. CONT. SN2 STOP /PROCEED SIGN ENTRANCE LANE DEALER DEALER ELECT. CONT. P -3SS ROLLER CORRELATOR CORRELATOR PIT PECO DEALER EYE-1 PHOTO EYE- ROLLER DETECTOR CONVEYOR PECO DEALER ELECT. CONT. PEC -1 PHOTO EYE CONTROL -GATE SWITCH TUNNEL PECO DEALER ELECT. CONT. P80C 80' ULTIMATE CONVEYOR CONVEYOR TROUGH PECO DEALER DEALER ENTRY WASH SELECT II ENTRY STATION TUNNEL ENTRANCE DEALER DEALER ELECT. CONT. EYE -2 PHOTO EYE - PRESENCE DETECTOR TUNNEL ENTRANCE PECO DEALER ELECT. CONT. PEC-2 PHOTO EYE CONTROL - PRESENCE DETECTOR TUNNEL ENTRANCE PECO DEALER ELECT. CONT. EYE -3 PHOTO EYE -GATE SWITCH TUNNEL PECO DEALER ELECT. CONT. PEC -3 PHOTO EYE CONTROL -GATE SWITCH TUNNEL PECO DEALER ELECT. CONT. PE101 SOAP FOAM ARCH TUNNEL PECO DEALER DEALER PE107 TRI -COLOR FOAM ARCH TUNNEL PECO DEALER DEALER MC06 WASH ALONG CURTAIN TUNNEL PECO DEALER DEALER ELECT. CONT. PEI 18 HUB CAP ROCKER WASHERS TUNNEL PECO DEALER DEALER PE372 WRAP AROUND WASHER W /RETRACT TUNNEL PECO DEALER DEALER FLUSH UNDERCARRIAGE FLUSH CONVEYOR TROUGH PECO DEALER DEALER PE300A61 HIGH PRESSURE ARCH TUNNEL PECO DEALER DEALER MC08 WASH -A -CROSS CURTAIN TUNNEL PECO DEALER DEALER ELECT. CONT. PE106 -1 RINSE ARCH TUNNEL PECO DEALER DEALER PE106-2 SEALER WAX ARCH TUNNEL PECO DEALER DEALER AM106 DRYING AGENT ARCH MANIFOLD TUNNEL PECO DEALER DEALER PE106-3 SPOT FREE RINSE ARCH TUNNEL PECO DEALER DEALER DRYER FOUR (15) H.P. DRYERS W/ OSC MOTOR TUNNEL DEALER DEALER ELECT. CONT. SN4 WAIT /GO SIGN ENTRANCE LANE DEALER DEALER ELECT. CONT. PANEL SINGLE PHASE PANEL BOX 120VAC ELECTRICAL ROOM ELECT. CONT. ELECT. CONT. ELECT. CONT, DISC MCC DISCONNECT EQUIPMENT ROOM ELECT. CONT. ELECT. CONT. ELECT. CONT. CC -MCC TUNNEL CONTROLLER/MOTOR CONTROLLER EQUIPMENT ROOM DEALER ELECT. CONT. ELECT. CONT. rMA rnnwlnCnb &aCIM hd\fnr f4e%An \!Ai PniIIPMPNT ROOM FLFC7'_ CONT, ELECT. CONT. ELECT. COW- 11—r PHS25 -31 11 \/'11YV1 y1 If11..1 isT rfw iVYV Y.'. WASH HYDRAULIC SUPPLY EQUIPMENT ROOM PECO DEALER DEALER ELECT. CONT. D3530 PE30OA61 PUMPING STATION EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT. PDMS -1 SOAP FOAMER PUMP EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT. PDMS -2 TRI -COLOR FOAMER PUMP -1 EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT. PDMS -3 TRI -COLOR FOAMER PUMP -2 EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT. PDMS -4 TRI -COLOR FORMER PUMP -3 EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT. PDMS -5 SEALER WAX PUMP EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT. PDMS -6 DRYING AGENT PUMP EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT. RECLAIM WATER RECLAIM SYSTEM EQUIPMENT ROOM DEALER DEALER MECH, CONT. ELECT. CONT. RO SYS SPOT FREE RINSE SYSTEM EQUIPMENT ROOM DEALER DEALER MECH. CONT. ELECT. CONT. AIR AIR COMPRESSOR EQUIPMENT ROOM DEALER DEALER MECH. CONT. ELECT, CONT. WM4 -1 WATER MANIFOLD (RECLAIM) 4 SOLENOIDS EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT. WM4 -2 WATER MANIFOLD (FRESH) 4 SOLENOIDS EQUIPMENT ROOM PECO DEALER MECH. CONT. ELECT. CONT, NL -1 LIGHT BAR -1 (TRI FOAM) TUNNEL DEALER DEALER ELECT. CONT. NL-2 LIGHT BAR -2 (SEALER WAX) TUNNEL DEALER DEALER ELECT. CONT. NL -3 LIGHT BAR -3 (SPOT FREE) TUNNEL DEALER DEALER ELECT. CONT. NL -4 LIGHT BAR-4 (THANK YOU) TUNNEL DEALER DEALER ELECT. CONT. I I -v CCC RELAY USAGE RELAY # DESCRIPTION 1 ROLLER UP 2 PEI 01 SOAP FLAMER PUMP ON 3 PE107 TRI FOAM PUMP -1 ON 4 PEI 07 TRI FOAM PUMP -2 ON 5 PE107 TRI FOAM PUMP-3 ON / NL -1 ON 6 MC06 ON/PE I18 WATER 7 PE372 WRAP RETRACT 8 PE372 WATER 9 UNDERCARRIAGE FLUSH 10 D3530 PUMP ON 11 PE300 FRONT 12 PE300 REAR 13 MC08 ON WATER 14 PEJ06 -1 RINSE ARCH 15 PEI 06-2 SEALER WAX PUMP ON / NL -2 ON 16 AM 106 DRYING AGENT PUMP ON 17 PEI 06-3 RO PUMP ON / NL-3 ON 18 THANK YOU LIGHT ON (NL-4 ON) 19 DRYER 1 ON 20 DRYER 2 ON 21 DRYER 3 ON 22 DRYER 4 ON 23 DRYER OSC MOTOR ON 24 SPARE 25 SPARE 26 SPARE 27 SPARE 28 SPARE. 29 SPARE 30 SPARE 31 SPARE 32 SPARE APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapp"IccCle c.-)des and ordinance. Authorization isheresytoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicablecodesorordinance. No permit presumed to give authority to violate or cancel the provisions of suchcodesshallbevalid. 3 PHASE MOTOR IDENTIFICATION @ 460VAC SYMBOL H.P. AMPS DESCRIPTION MOTOR STARTER M1 20 27 PHS2531 HYDRAULICS IN MCC M2 11/2 2.5 MC06 CURTAIN IN MCC M3 11/2 2.5 MC08 CURTAIN IN MCC M4 15 18 DRYER 1 IN MCC M5 15 18 DRYER 2 IN MCC M6 15 18 DRYER 3 IN MCC M7 15 18 DRYER 4 IN MCC M8 30 40 D3530 HP PUMP (PE300A61) IN MCC M9 5 7.5 AIR COMPRESSOR ON UNIT M10 20 RECLAIM UNIT ON UNIT PECO EQUIPMENT REQUIREMENTS ELECTRICAL SERVICE: 460 VAC 3 PHASE 60 HZ 9- 120VAC 15 AMP 1 PHASE BREAKERS (PANEL) 1- 120VAC 20 AMP 1 PHASE BREAKER. (PANEL) 2- 220VAC 20 AMP 1 PHASE BREAKERS (PANEL) FRESH WATER: 2" WATER SUPPLY @ 50 PSI EQUIPMENT ONLY AIR: 25.1 CFM 0 125 PSI TUNNEL; CEILING HEIGHT: 12' MIN. WIDTH: 16' MIN. DOORS: ENT.: 12' MIN.; EXIT: 12' MIN. EQUIPMENT ROOM CEILING HEIGHT: 10' MIN. EQUIPMENT ROOM WIDTH: 8' MIN. EACH CONTRACTOR MUST HAVE COMPLETE DRAWING SET. DISTRIBUTE COMPLETE DRAWING SET ONLY. DO NOT SEPARATE. CLA PECO DRAWING INDEX EQUIPMENT CONFIGURATION: A -1 BUILDING & EQUIPMENT LAYOUT FOUNDATION: F -1 CONVEYOR TRENCH LAYOUT F -2 CORREALATOR PIT LAYOUT F-3 RECLAIM TANK LAYOUT F-4 EQUIPMENT DRAIN, CHASEWAY, & CONDUIT LAYOUT PLUMBING: P4.2 PLUMBING NOTES, SCHEMATICS, & USAGE ELECTRICAL: E -1 ELECTRICAL NOTES, LAYOUTS, & USAGE SN4 ELECTRICAL COMPONENT IDENTIFICATION SYMBOL DESCRIPTION VOLTS PHASE AMPS SUPPLIER WIRED BY MISC. SOL. MISC. SOLENOIDS A THRU P 24 VAC I SEE COILS PECO ELECT. CONT. STOP 1 -3 EMERGENCY STOP- MUSHROOM 1 PECO ELECT. CONT. ENTRY ENTRY CONTROL STATION 120 VAC PECO ELECT. CONT. ALARM HORN - INTERLOCK EQUIPMENT ON 120 VAC 1 PECO ELECT. CONT. FS1 HYDRAULIC FLOAT SWITCH I PECO ELECT, CONT, PSI PRESSURE SWITCH ON/OFF 120 VAC 1 ON UNIT ELECT. CONT. DRYER 3 IN MCC IN MCC ELECT. CONT. M7 15 18EYE -1 PHOTO EYE - ROLLER UP 24 VDC PECO ELECT. CONT. EYE -2 PHOTO EYE - PRESENCE DETECT. 24 VDC PECO ELECT. CONT. EYE-3 PHOTO EYE - GATE SWITCH 24 VDC PECO ELECT. CONT. PEC -1 PHOTO EYE - ROLLER UP 24 VAC 1 PECO ELECT. CONT. PEC -2 PHOTO EYE CONTROL - PRESENCE DETECT. 24 VAC 1 PECO ELECT. CONT. PEC -3 PHOTO EYE CONTROL - GATE SWITCH 24 VAC 1 PECO ELECT. CONT. CVP CONVEYOR PULSE SWITCH 24 VDC PECO ELECT. CONT. TR4 24VAC TRANSFORMER 1000VA 120 VAC 1 10 ELECT. CONT. ELECT. CONT. CC-MCC TUNNEL 1 MOTOR CONTROL CENTER 24VAC-1 20VACAM VAC 3 SEE 3Pw>SE DEALER ELECT. CONT. SNI MENU SIGN 120 VAC 15 PECO SN2 LIGHTED SIGN - STOP / PROCEED 120 VAC 1 PECO ELECT. CONT. SN3 LIGHT SIGN - STOP / VEHICLE MOVE 120 VAC 1 PECO ELECT. CONT. SN4 LIGHTED SIGN - WAIT / GO 120 VAC 1 PECO ELECT. CONT. NL -1 NEON LIGHT STICK - TRI -FOAM 120 VAC I DECO ELECT. CONT. NL -2 NEON LIGHT STICK - SEALER WAX 120 VAC I PECO ELECT. CONT. NL -3 NEON LIGHT STICK - SPOT FREE 120 VAC I PECO ELECT. CONT. NL-4 NEON LIGHT STICK - THANK YOU 120 VAC 1 PECO ELECT. CONT. OSC DRYER OSC MOTOR 120 VAC 1 4.5 DEALER ELECT. CONT, 24 VAC 120 VAC CC- MCC-M7 23 IDRYER IDRYER OCS MOTOR ON SW1 CIRCUIT BREAKER -15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW2 CIRCUIT BREAKER -15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW3 CIRCUIT BREAKER - 15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW4 CIRCUIT BREAKER -15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW5 CIRCUIT BREAKER - 15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW6 CIRCUIT BREAKER -15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW7 CIRCUIT BREAKER - 15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW8 CIRCUIT BREAKER -15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW9 CIRCUIT BREAKER -15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW10 CIRCUIT BREAKER - 15 AMP 120 VAC 1 15 ELECT. CONT. ELECT. CONT. SW11 CIRCUIT BREAKER - 20 AMP (RO SYSTEM) 220 VAC 1 20 ELECT. CONT. ELECT. CONT. SWI2 CIRCUIT BREAKER - 20 AMP (RO SYSTEM) 220 VAC 1 20 ELECT. CONT. ELECT. CONT. THESE DRAWINGS DO NOT INCLUDE DETAILED TUNNEL CONTROLLER INFORMATION. CONSULT COMPUWASH TUNNEL CONTROLLER DOCUMENTATION FOR ALL NECESSARY ELECTRICAL REQUIREMENTS, TERMINATIONS, CONDUIT, AND AUXILIARY CIRCUITS AND RELAYS. 3 PHASE WIRING IDENTIFICATION @ 460VAC POLE A POLE B DESCRIPTION DISCONNECT SUPPLIER STARTER BY WIRED BY SYMBOL H.P. AMPS M1 20 27 PHS2531 HYDRAULICS IN MCC IN MCC ELECT. CONT. M2 1 112 2.5 MC06 CURTAIN IN MCC IN MCC ELECT. CONT. M3 11/2 2.5 MC08 CURTAIN IN MCC IN MCC ELECT. CONT. SOL Cl PDMS -2 , SOL C2 2W1-2 M4 15 18 DRYER 1 IN MCC IN MCC ELECT. CONT. M5 15 18 DRYER 2 IN MCC IN MCC ELECT. CONT. M6 15 18 DRYER 3 IN MCC IN MCC ELECT. CONT. M7 15 18 DRYER 4 IN MCC IN MCC ELECT. CONT. M8 30 40 D3530 HP PUMP (PE300A61) IN MCC IN MCC ELECT. CONT. M9 5 7.5 AIR COMPRESSOR ELECT. CONT. ON UNIT ELECT. CONT. M10 20 RECLAIM SYSTEM ELECT. CONT. ON UNIT ELECT. CONT. TUNNEL CONTROLLER 32 OUTPUTS POLE A POLE B R# DESCRIPTION TERM #VOLTAGE USAGE TERM VOLTAGE USAGE 1 ROLLER -UP 24 VAC SOL. A 4W1 -1 120 VAC 2 PE101 SOAP FOAMER PUMP ON 24 VAC SOL B1 PDMS -1 , SOL B2 2W1 -1 120 VAC 3 PE107 TRI FOAM PUMP -1 ON 24 VAC SOL Cl PDMS -2 , SOL C2 2W1-2 120 VAC 4 IPE107 TRI FOAM PUMP -2 ON 24 VAC SOL DI PDMS-3 , SOL D2 2M3 120 VAC 5 IPE107 TRI FOAM PUMP -3 ON 24 VAC SOL El PDM84 , SOL E2 2W1-4 120 VAC 6 IMC06 ON I PEI 18 WATER 24 VAC SOL. F, SOL, G WM4-1 120 VAC 7 PE372 WRAP RETRACT 24 VAC SOL. H 4W1 -2 120 VAC 8 PE372 WATER 24 VAC SOL. I WM4-1 120 VAC 9 UNDERCARRIAGE FLUSH 24 VAC SOL. J WM4-2 120 VA 10 D3530 PUMP ON 24 VA 120 VAC CC- MCC-MB 11 PE300 FRONT 24 VAC SOL. K1 K2 K3 120 VAC 12 IPE300 REAR 24 VAC SOL. 1-112,1-3 120 VAC 13 IMC08 ON WATER 24 VAC SOL. M WM4-2 120 VAC 14 PE106 -1 RINSE ARCH 24 VAC SOL. N WM4-2 120 VAC 15 PE106 -2 SEALER WAX PUMP ON I NL -2 ON 24 VAQ SOL, O PDMS -5 120 VAC 16 AM106 DRYING AGENT PUMP ON 24 VAC SOL. P PDMS-6 120 VAC 17 PE106 -3 RO PUMP ON / NL -3 ON 24 VAC 120 VAC 18 THANK YOU LIGHT ON (NL-4 ON 24 VAC 120 VAC 19 DRYER 1 ON 24 VA 120 VAC CC- MCC -M4 20 DRYER 2 ON 24 VAC 120 VAC CC- MCC -M5 21 DRYER 3 ON 24 VAC 120 VAC CC- MCC -M6 22 4 ON 24 VAC 120 VAC CC- MCC-M7 23 IDRYER IDRYER OCS MOTOR ON 24 VAC 120 VAC 24 SPARE 24 VAC 120 VAC 25 ISPARE 24 VAQ 120 VAC 26 ISPARE 24 VA C, 120 VAC 27 SPARE 24 VAC 120 VAC 28 ISPARE 24 VAC 120 VAC 29 SPARE 24 VAC 12Q.VAC 30 SPARE 24 VAC- 120 VAC 31 SPARE 24 VAC 120 VA 32 SPARE ELECTRICAL GENERAL NOTES ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR NECESSARY PERMITS AND INSPECTIONS FROM THE LOCAL AUTHORITIES. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO NATIONAL AND LOCAL CODES. OWNERS ELECTRICAL CONTRACTOR TO PROVIDE ALL DISCONNECTS, CONDUIT, WIRE, ETC. TO PROVIDE A TOTAL OPERATIONAL SYSTEM AS OUTLINED. ELECTRICAL CONTRACTOR TO SUPPLY 9- 120VAC 15 AMP CIRCUITS, SW1 -SW9. ELECTRICAL CONTRACTOR TO SUPPLY 1- 120VAC 20 AMP CIRCUIT, SW10. ELECTRICAL CONTRACTOR TO SUPPLY 2- 220VAC 20 AMP CIRCUITS, SW11 & SW12. ELECTRICAL CONTRACTOR TO FIELD WIRE ALL 3 PHASE MOTORS FROM MOTOR CONTROL CENTER (MCC) TO EQUIPMENT MOTORS. ELECTRICAL CONTRACTOR TO FIELD WIRE ALL FLOAT SWITCHES, STOP /START STATIONS, ALARMS LIGHT BARS, AND SIGNS. ELECTRICAL CONTRACTOR TO INSTALL AND TERMINATE ALL CONTROL WIRES AS PER COMPUWASH DOCUMENTATION. ELECTRICAL CONTRACTOR TO FIELD WIRE CONTROLLER, CONVEYOR PULSE, TIRE SENSOR, GATE, AND INPUT STATION. DO NOT SCALE CONCRETE APRON AT EXIT END HOLD LEVEL MIN. OF 12' 2 1/2x2 1/20/4" ANGLE WITH 5/8" ANCHORS ® 16" O.C. 4° 2" x 2" x 1/4" ANGLE I I HOLD d •;I . II it e A 4• 4i ° 4 44 4, 4 t 11; d v HYDRAULIC LINES SUB- SURFACE CHASE - LOCATE IN EQUIPMENT ROOM. frf 511 p SYSTEM , 4 W B ° - SLOPE ------ —SLOPE i 1 3' -7" 1' -0" t tl1 4'-•011 I --- - -- ------ -- - - -_ __ _ ____ -- lL CONVEYOR TROUGH DETAIL AT EXIT END D ETA I L 'A EXIT;' t O.1 GT1 CONVEYOR TROUGH LENGTH SEE SCHEDULE 'A' BELOW) SEE CHASE LAYOUT FOR DETAILS TO EQUIPMENT ROOM s" A a a q •'i s .e. • , • a ° d T — _ —_ —__ - — - — SLOPE ----- -- SLOPE SLOPE ---- SLOPE I1 ; I , R • 4 ' 441. ,_'1 .• a. ° 6" PVC 1/2" PER 10' CHASE SLOPE TO A RECLAIM PIT Gt GRATING AREA MUST BE KEPT LEVEL SIDE TO SIDE SEE DETAIL'B' ROLLER CONTROL SUB- SURFACE CHASE — LOCATE IN EQUIPMENT ROOM. 4 4" PVC 4 '(SEE F -2) LIJ t{dof e b 113 I— 1 1 SLOPE - ----° -- SLOPE LJJ t °• L•L••I to 4 4 CORRELATOR PIT 4• -0w SEE F-"2 NOTE: 6 " RETURN DRAIN LINES 6" DRAIN CAN BE LOCATED ON EITHER SIDE OF TO RECLAIM PIT CONVEYOR TROUGH. THE LOCATION OF RECLAIM PIT REMOTELY LOCATED DETERMINES WHICH SIDE. SEE ARCHITECTURAL DRAWINGS. SEE DRAWING F -3 SLOPE 1/2- PER 10' RUN. I VERIFY WIDTH 29°1 AFTER CONVEYOR I HAS BEEN SET 1 1/4"x3/16" 19W4 GRATE 36" LONG SECTION BANDED ALL SIDES & PAINTED 2 1/2 x 2 1/2 x 1/4" ANGLE ENTIRE PERIMETER OF IMPORTANT: BEFORE ORDERING GRATE VERIFY THE WIDTH AFTER CONVEYOR HAS BEEN SET. TROUGH WITH 5/8" ANCHORS @ 16" O.C. SLOPE FINISHED FLOOR 3/8- RISE FOR 10' RUN ENTRANCE TO EXIT uc ir[t_ n Vt HtIV t 4l1Vl1r1V .J SECTION B =B CENTER LINE OF CARWASH EQUIPMENT & CARWASH DOOR EQUIPMENT ROOM I PASSENGER SIDE WALL IN DRIVERS SIDE WALL DIMENSION GT1 81 —0 G1 81,_0 E1 25'-0- d. o Q,• 4 SEE ARCHITECTURAL DRAWINGS 8'-0" E4 SEE ARCHITECTURAL DRAWINGS 9,-0" E6 2 12 x 1 /4 8'-0" I T -7" 5" HOLD FLOOR SLAB LEVEL SLOPE FLOOR SLAB 1/2- PER 10' 16 SLOPE FLOOR SLAB 1/2' PER 10' --- 3'_4.'14" mss•- d: 11. 4 ELEVATIONFINISHFLOORELEVA 100.00 261/2" FINISH FLOOR ELEVATION 100.00 I 2 1/2x2 1/2x 1 /4" ANGLE SHIPPED 2 1/2x2 1 /2x 1 /4" 6x6" WIRE MESH 10 GAWITH ANGLE SEE DETAIL B v 4 a;\, 4 8 O l ' e A a n• e' 4 0. do • i Q T $•w Q's_.__. -•• - 1....'_'d.", - -z' •'_"""_•s I `""_. i`' c 1' ----• fir-••- •--apt " Lam- ; a.•- .•-- -s `' -•..: — -.-. I 1 O. I T C1 HOLD I, I'. i I - __._-- I flt ' 6" PVC CONVENIENCE CHASE — LOCATE TO 4; ° 3 ISUITSLOPECHASETOCONVEYORPIT = tr 4 4 d 44. 1 °. 4 I- 6" DRAIN BACK TO RECLAIM PIT °4. ,. a ° -= - - - =_=.====Z__ Z -= ° 4 w NOTE: 6" DRAIN CAN BE LOCATED ON EITHER SIDE OF CONVEYOR TROUGH. THE LOCATION OF RECLAIM PIT DETERMINES WHICH SIDE. SEE ARCHITECTURAL DRAWINGS. SLOPE 1/2" PER 10' RUN. TO LOWEST PART OF TROUGH SECTION A--A I i EQUIPMENT ROOM DETERMINES vI%"-- 4_ 6" PVC STUB UP SCHEDULE 'A' SYMBOL DIMENSION GT1 81 —0 G1 81,_0 E1 25'-0- d. o Q,• 4 2 1/2 x 8'-0" E4 8'-0" E5 9,-0" E6 2 12 x 1 /4 8'-0" I 8 -0 A 1'-7 1 4 ANGLE 16 mss•- d: 11. 4 tr 4 4 d 44. 1 °. 4 I- 6" DRAIN BACK TO RECLAIM PIT °4. ,. a ° -= - - - =_=.====Z__ Z -= ° 4 w NOTE: 6" DRAIN CAN BE LOCATED ON EITHER SIDE OF CONVEYOR TROUGH. THE LOCATION OF RECLAIM PIT DETERMINES WHICH SIDE. SEE ARCHITECTURAL DRAWINGS. SLOPE 1/2" PER 10' RUN. TO LOWEST PART OF TROUGH SECTION A--A I i EQUIPMENT ROOM DETERMINES vI%"-- 4_ 6" PVC STUB UP SCHEDULE 'A' SYMBOL DIMENSION GT1 81 —0 G1 81,_0 E1 25'-0- E2 8'_0_ E3 8'-0" E4 8'-0" E5 9,-0" E6 8._0.' E7 8'-0" E8 8 -0 C1 1'-7 1 4 v[vurti r SEE F -2 i 1 1/4" x 3/16" GRATE MUST KEEP LEVEL NA Q a. 4 Q, . 2" x 2" x 1/4" ANGLE . 4 ' 2 1/2x2 1/2x 1/4" ANGLE WITH 5/8" ANCHORS 16" O.C. TYPICAL EDGE DETAIL FOR GRATE D ETA I L 'B' LOCATION * CRITICAL DIMENSION THIS DIMENSION DEPENDS ON THE TYPE OF OPERATION. CONSULT PECO FOR DETAILS. APPROVED --REAR WHEEL PUSH FOR PERMIT ISSUANC 3 NOTES, SCOTT FAZEKAS & ASSOCIAT iric= l - 7 1 4 CONTRACTOR TO VERIFY SEWER LOCATION & ELEVATION BY DATE PRIOR TO SETTING INLETS & OUTLETS. These plans have been reviewed for adherence to the ALL PLATES /GRATE /ANGLES TO BE SUPPLIED BY OWNERS applicab'P -odes and ordinance. Authorization is hereby grar•ed to issue a building permit pendingCONTRACTOR. approval by c li applicable City agencies. 6" RETURN DRAINS AS SHOWN ARE FOR REFERENCE The issuance or granting a permit based on ONLY, LOCATION OF RECLAIM PIT DETERMINES approval of these plans shallll not be construed to CONFIGURATION AND LENGTH OF RUN. permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authunty to violate or cancel the provisions of such codes shall ue valid. 0 V rK • J gilts a HM 41: a Z sip e gig's 9" gg I I ilk 0 1 0 U_ Z n Z " Z 1 1 05 sWy Z M 3 0 F- h Q 0 E # o. LL ui z r Q N LL. a W O in p Yw# j W N t- rse Y O F- g{ W (ao LIJ c;a cd a CL LL 0O 2Q N ' E h 9 g t= law tV d 0 w I— B- o r 4 z Q a ZLL. Z cl F- C/) I 0 .., ® a Z /Z UJI Q o a w Jf NOTE: LAYOUT SHOWN FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. OWNER SHALL CONSULT FOR A. . . . . r—. n . n I—, r-, r-1 % ! A 1 A A i COI NAT DC EQUIPMENT AND CARWASH DOOR I A.. 1 q 1 41!11 Q A 4 3' INSIDE 2' -3" 3' INSIDE 4 r Q 4 4 - < A Q 4 4 4 d 4 Q LL SECTION D -- D SEE DETAIL. 'B' FINISH FLOOR ELEVATION 100.00 4 a 4 • A DO NOT SCALE SEE D E TA I L' A' g" 3' -2" INSIDE FINISH FLOOR 9" ELEVATION 100.00 PIT * C1 SLOPE 4 4 a PIT WALLS CONVEYOR ID FLUSH LEDGE SECTION C -C 2 1/2x2 1 /2x 1 /4" ANGLE WITH 5/8" ANCHORS @ 16" ON CENTER o a a DETAIL 'A' DO NOT WELD IN 2 1/2x2 1 /2x1 /4" ANGLE WITH 5/8" THIS AREA ANCHORS @ 16" ON CENTER 1_/4" V3 AT 6 1 1 /4x1 1 /4x1 /4" ANGLE 35" LONG a APPROVED FOa• FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY DATE 111 These Plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isa hereby granted to issue a building4 : approval by all applicable City agencies. permit pending The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchnCTAllQcodesshallbevalid. 4 a SEE DETAIL. 'B' FINISH FLOOR ELEVATION 100.00 4 a 4 • A DO NOT SCALE SEE D E TA I L' A' g" 3' -2" INSIDE FINISH FLOOR 9" ELEVATION 100.00 PIT * C1 SLOPE 4 4 a PIT WALLS CONVEYOR ID FLUSH LEDGE SECTION C -C 2 1/2x2 1 /2x 1 /4" ANGLE WITH 5/8" ANCHORS @ 16" ON CENTER o a a DETAIL 'A' DO NOT WELD IN 2 1/2x2 1 /2x1 /4" ANGLE WITH 5/8" THIS AREA ANCHORS @ 16" ON CENTER 1_/4" V3 AT 6 1 1 /4x1 1 /4x1 /4" ANGLE 35" LONG a APPROVED FOa• FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY DATE 111 These Plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization isa hereby granted to issue a building4 : approval by all applicable City agencies. permit pending The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedtopermitorapproveanyviolationoftheapplicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchnCTAllQcodesshallbevalid. M 4) 6" DRAIN LINES FROM CONVEYOR TRENCH ON in LOCATE &SIZE TO SNIT SiTE REQUiREMENTS 4 a 4 o Q C a O 4 A 4 f a' b 4 e 4. 04 4, Q 11' 4 a.. aQ • a' A.' a 41_10!1 1) 1 " SCH40 PVC OZONE LINE FROM RECLAIM UNIT a, 3 410 a La 1 4 a; + a4e e a a•' 21 -011 4• 2' a t o. a d .4 4'• . I 1500 GAL. TANK 1 TYPICAL PRE -CAST CONCRETE TANK) NOTES: CONTRACTOR TO VERIFY SEWER LOCATION & ELEVATION PRIOR TO SETTING INLETS & OUTLETS. ALL PLATES, GRATE, ANGLES, AND TANKS TO BE SUPPLIED BY OWNERS CONTRACTOR 6" DRAINS AS SHOWN ARE FOR REFERENCE ONLY. LOCATION OF RECLAIM PIT IN RELATION TO CONVEYOR TROUGH DETERMINES CONFIGURATION AND LENGTH OF RUN. CONSULT PUR -WATER RECLAIM SYSTEM DOCUMENTATION FOR DETAILS REGARDING ROUTING AND TERMINATION OF PLUMBING. a a Q. . O a 4 a a' 1) 1 " SCH40 PVC OZONE LINE FROM RECLAIM UNIT a, 3 410 a La 1 4 a; + a4e e a a•' 21 -011 4• 2' a t o. a d .4 4'• . I 1500 GAL. TANK 1 TYPICAL PRE -CAST CONCRETE TANK) NOTES: CONTRACTOR TO VERIFY SEWER LOCATION & ELEVATION PRIOR TO SETTING INLETS & OUTLETS. ALL PLATES, GRATE, ANGLES, AND TANKS TO BE SUPPLIED BY OWNERS CONTRACTOR 6" DRAINS AS SHOWN ARE FOR REFERENCE ONLY. LOCATION OF RECLAIM PIT IN RELATION TO CONVEYOR TROUGH DETERMINES CONFIGURATION AND LENGTH OF RUN. CONSULT PUR -WATER RECLAIM SYSTEM DOCUMENTATION FOR DETAILS REGARDING ROUTING AND TERMINATION OF PLUMBING. a a Q. . O a 4 a' 4 a 4 a 4 a e 4 • • • a A f • V a • j 4• • e f a s a f . 4 e J Q y Ad 4 e I' s O 4.• •• e• ea• 'f.. .[ a . 1 Q 1 s 1 f• 2) 3- SUCTION SCH80 PVC 1) 1" CONDUIT PVC TO RECLAIM UNIT EXTEND MANHOLE COVERS TO BE FLUSH WITH GROUND. DEPTH DEPENDS ON DISTANCE FROM CONVEYOR TRENCH. e a' 4e 4 A4 f f e 14 4FI 4 4 a 4 i f f• 4' f, i f s f . Q. 1,1011011 ' _ 1 011 4' 2'-611 A ` f I -6tl 4 4 4 f'j• U Q f4 A 1 {_111 Q f 11_111 4 , • o .a o . a a. 4•' •4 a f 4 • 4 4 Q •' •' i 1500 GAL, TANK 2 TYPICAL PRE -CAST CONCRETE TANK) 1500 GAL. TANK 2 TYPICAL PRE -CAST CONCRETE TANK) j6" DRAIN 10 SEWER APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These pans have been reviewed for adherence to the applicable codes and ordinance. Authorization isherebytoissueabuildingpermitpendingapprova ' by a" applicable City agencies. The issuance or granting of a permit based on approva, of these plans shall not be construed to permit or approve any violation of the applicablecodesorordinance. No permit presumed to give authority to violate or cancel the provisions of suchcodesshallDevalid. I a I I I I 1 I I Z CARWASH DOOR EQUIPMENT r-rrr_.._.r_ ..—..rrr_-... ..r•r_rrrr+rw,.arr.rw+rr_w.••_. urn.._ u.—..._rr. rr- r_ w._ rr_. r—.._r•_.._.. w—. w... w._ wrw._._. r..-. r...r.-. e_• r—__ _.-- .._u_•r__........ r.._. +_.. ____.._.. _.. _••_-. _.. _. r _. r -•. •, . a._. w_. r.+. r._. urr....... w.. w._....,..._. rr. r•_•._• a.. r—. w_......•. r. _r.r...._.r_r•_a._.rwrr.rr..... ...... r.r...wr.._.... +.. •... r -.r . r. r-_•. r-•_ r._- r_- r_.._-r_r-r rr— .r.rr_r._r-_-. wry.ww_•r_ wry. wrwwww_.. wnu_...- nrw..•w. wr..r.rr_..w.w.r_rr.r..._u_r r_r._r-_.._ AN s r_• rw... w. wr rw• rr•. .• rrr r. wr•• r.... rr— r_ w........_... r.. r.._rr . r-._ rr_.._.._.w. r. rwu_.-.. w .r_.•ww...•w....r.w.rw.r- ..r. , I rw..• r_- r... r.•_ rr_.._ u_. r_ r.—•• w.. rr•__. rwwwr _.__.._•.irr.r.rr........r-,.. rrr.. .._. r_.• e. •._r•_rr_.w_r._-r......r_rrw..q • a ( a 9i • a I a • . a L. I II 120VAC POWER CONDUIT I TO SN1 AND ENTRY STATION a w_.._. r. r.._.._.._..---_ r._... w.._. r..._._r wr. r.._...- r.. .• rr-.. .—..._.-a_..._ .r--- _.._..•r/'''w_..r../' {.+..... rr....._•--- •----- .._.._.. r..-- - - -_.. __r_.r... r._.. _.. j I IMPORTANT NOTE: -' ALL CHASEWAYS TO BE 6" PVC, UNLESS SPECIFIED OTHERWISE. ALL CHASEWAYS TO SLOPE TO CONVEYOR TROUGH. ALL CHASEWAY TURNS TO BE 45° SWEEPING TURNS. 90° ELBOWS AND TEES FOR STUB --UPS ONLY. SEE F -1 FOR SECTION DETAILS. STUB -UP 36" 1) 1" SCH40 PVC OZONE TO TANK #1 1)1" PVC CONDUIT TO TANK #3 1)1" SCH40 PVC TO CONVEYOR TRENCH L ---- -j (2) 3" SCH80 PVC SUCTION TO TANK #3 SEE F -3 & PUR WATER DOCUMENTATION i; lit! lIt ti!` !! e Illt a o I' tl tl tt 1— 61-7" ®---_ 5' IF 71-5" CARWASH DOOR EQUIPMENT _ Ci" TYP 6" PVC DRAIN TO RECLAIM PIT REF. DWG. F -1, F -3 6" PVC DRAIN TO RECLAIM PIT REF. DWG. F -1, F -3 6" PVC DRAIN TO RECLAIM PIT REF. DWG. F-• 1, F -3 I I 1 -- ----- - - - - - -- .._..------------- - - - - -_ --_ -_ ._ _ ._ _ .. _ _. W w II • II ENTRY w j Nw ZZII I 13'-8" j Ijl' I j 22'-8" 1 TO GAS SITE INTERFACE NOTE: SEE OWNER FOR LOCATION - ALL CONDUIT TO BE 1 " UNLESS SPECIFIED OTHERWISE REF. TO COMPUWASH DOCUMENTATION FOR ALL NECESSARY WIRING AND TERMINATION SPECIFICATIONS. ALL CONDUIT CAN BE RUN UNDERGROUND DEALER TO APPROVE ALL CONDUIT RUNS CONTRACTORS RESPONSIBILITY ANY ADDITIONAL CONDUIT WILL BE DETERMINED BY THE DEALER, OWNER, AND ELECTRICAL CONTRACTOR TO REPRESENT CLEAN CONNECTIONS. 21'-8" FROM BUILDING TO CONVEYOR TRENCH 4" PVC 4" PVC I 4 (SEE F -2) I a ° • „ 411 • a — 4 81' CONVEYOR TRENCH e 4" PVC 4 ( SEE F--2) elf 6" PVC DRAIN TO RECLAIM PIT REF. DWG. F -1, F -3 N pnj_ APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. i it it it l it I t ! I E i 8+ -4" it Q• 4 ° All 1 81.41* A 2+ I I I Hl 6" PVC DRAIN TO RECLAIM PIT REF. DWG. F -1, F -3 6" PVC DRAIN TO RECLAIM PIT REF. DWG. F -1, F -3 6" PVC DRAIN TO RECLAIM PIT REF. DWG. F-• 1, F -3 I I 1 -- ----- - - - - - -- .._..------------- - - - - -_ --_ -_ ._ _ ._ _ .. _ _. W w II • II ENTRY w j Nw ZZII I 13'-8" j Ijl' I j 22'-8" 1 TO GAS SITE INTERFACE NOTE: SEE OWNER FOR LOCATION - ALL CONDUIT TO BE 1 " UNLESS SPECIFIED OTHERWISE REF. TO COMPUWASH DOCUMENTATION FOR ALL NECESSARY WIRING AND TERMINATION SPECIFICATIONS. ALL CONDUIT CAN BE RUN UNDERGROUND DEALER TO APPROVE ALL CONDUIT RUNS CONTRACTORS RESPONSIBILITY ANY ADDITIONAL CONDUIT WILL BE DETERMINED BY THE DEALER, OWNER, AND ELECTRICAL CONTRACTOR TO REPRESENT CLEAN CONNECTIONS. 21'-8" FROM BUILDING TO CONVEYOR TRENCH 4" PVC 4" PVC I 4 (SEE F -2) I a ° • „ 411 • a — 4 81' CONVEYOR TRENCH e 4" PVC 4 ( SEE F--2) elf 6" PVC DRAIN TO RECLAIM PIT REF. DWG. F -1, F -3 N pnj_ APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. i SN4 T -C GARWASH EQUIPM D 11 1 U 2" COLD WATER HEADIER FROM METER 1__1__1__1__,__1_ ,..__ . & BACKFLOW 1 11 m 0 U (U RO I I ALL DROPS 314" SYSTEM UNLESS SPECIFIED OTHERWISE G _W I -V 3/4" AIR HEADER i PLUMBING SCHEDULE R# DESCRIPTION WATER AIR 1 ROLLER -UP SOL. A 4W1 -1 YES 2 PE101 SOAP FOAMER PUMP ON SOL. B1 PDMS -1 SOL. B2 2W1 -1 COLD YES 3 PE107 TRI FOAM PUMP -1 ON SOL. C1 PDMS -2 SOL. C2 2W1 -2 COLD YES 4 PE107 TRI FOAM PUMP -2 ON SOL. D1 PDMS -3 SOL. D2 2W1 -3 COLD YES 5 PE107 TRI FOAM PUMP-30N SOL. E1 PDMS -4 SOL. E2 2W1-4 COLD YES 6 MC06 ON / PEI 18 WATER SOL. F SOL. G WM4-1 RECLAIM 7 PE372 WRAP RETRACT SOL. H 4W1 -2 YES 8 PE372 WATER SOL. I WM4-1 RECLAIM 9 UNDERCARRIAGE FLUSH SOL. J WIV14 -2 RECLAIM 10 D3530 PUMP ON RECLAIM 1 1 PE300 FRONT SOL. K1 K2 K3 RECLAIM 12 PE300 REAR SOL. L1 L2 L3 RECLAIM 13 MC08 ON WATER-(SOL. M WM4-2 COLD 14 PE106 -1 RINSE ARCH SOL. N WM4 -2 COLD 15 PE106 -2 SEALER WAX PUMP ON / NL -2 ON SOL. O PDMS -5 COLD 16 AM106 DRYING AGENT PUMP ON SOL. P PDM 611 COLD 17 PEI 06-3 RO PUMP ON/ NL -3 ON RO 18 THANK YOU LIGHT ON (NL-4 ON 19 DRYER 1 ON 20 DRYER 2 ON 21 DRYER 3 ON 22 DRYER 4 ON 23 DRYER OCS MOTOR ON 24 SPARE 25 SPARE 26 SPARE 27 SPARE 28 SPARE 29 SPARE 30 SPARE 31 SPARE 32 SPARE APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES. INC. DATE e plans have been reviewed for adherence to the icable codes and ordinance. Authorization is by granted to issue a building permit pending oval by all applicable City agencies. issuance or granting of a permit based on roval of these plans shall not be construed nit or approve any violation of the applicable es or ordinance. No permit presumed to give iority to violate or cancel the provisions of such as shall be valid. PLUMBING LEGEND SYMBOL. ABBRV. DESCRIPTION pdt GLOBE GLOBE VALVE C COLD WATER LINE H HOT WATER LINE R RECLAIM LINE A AIR LINE P PREP LINE SCH I TERMINATE WITH BARB TERMINATE WITH FEMALE COUPLING CD UNION FLEX HOSE CONNECTIONS HY HYDRAULIC LINE SCHSO 2300 PSI MIN. HS HOSE LINE 250 PSI MIN. PY POLY FLOW LINE 90 PSI MIN. f _x Lw z .. yy. ,,. yyY Al H y . 5361 RAULROAD F0.0 FUEL "FLF ' FS1.0 FUEL PIPING F1.0 EW ENT , L"E E I I / F1.1 ECU ENT ', 5N i F2. F2-1 0 TA TYPIQ TA14K SLAB F3. NKFUELPIPING F3.1 FUEL PIPING F4.0 DISPENSER F5.0 VACUUM SO Q F 1 VACUUM! 1 F6.0 HEALY VAPC uca ww Travis Com anies, Inc. 700 E. Bryson Street, Anaheim, Ca 92807 -1901 Tel: (714) 693 -9388 Fax: (714) 693 -9333 Travis Companies, Inc. 2005 Ali Rights Reserved T- PROHAS ENTERPRISES INC. 28456 CENTURY STREET HAYWARD CA, 94545 TEL: (510) 293 -9150 FAX: (510) 293 -9153 A APPROVED FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES, INC. BY These plans have been reviewed for adherence to thehere +car:F •-odes and ordihereby nance. Authc:rization isytoissueabuildinapprova, by 'a: applicable City agening permit pending The issuance or granting of a permitapprov,i; of these plans shall not b c o str edd ooperm ,l or approve any violation of the applicablecodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchCodesshallbevalid. LAKE 0 0 z0 a 0 Nom: FUEL SYSTEM TO COMPLY WITH EXECUTIVE ORDERS: VR -201 -A (HEALY PHASE u) /, FUELING POSITIONS: 18 GASOLINE / 6 DIESEL FUELING NOZZELS: 18 GASOLINE / 6 DIESEL DISPENSER MAKE: GILBARCO DISPENSER MODEL: ENC30001 AND ENC30ONL1 S HEFT INDEX W RIVERSIDE COUNTY COMPLIANCE NOTES: 1. NEW TANK CONSTRUCTION AND UPGRADES MUST BEGIN WITHIN 6 MONTHS OF STAMPED APPROVAL DATE AND BE COMPLETED WITHIN ONE (1) YEAR OF STAMPED APPROVAL DATE ON PLANS TO REMAIN VALID. 2• CONTRACTOR SHALL NOTIFY DIG ALERT AT (800) 422 -4133 PRIOR TO EXCAVATION. 3. THE TANKS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 4. THE TANK CONSTRUCTION/TESIING SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED CODES. 51. PRIOR TO TANK INSTALLATION GENERAL CONTRACTOR SHALL PERFORM THE TESTING REQUIREMENTS FOR A DOUBLE WALL TANK WITH A WET INTERSTITIAL SPACE PER XERXES MANUFACTURES INSTALLATION REQUIREMENTS. SEE SECTION 27(G)/F7.0 FOR INSTALLATION REQUIREMENTS. 6. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT TO BE STORED. 7. THE APPROVED TAW TEST METHOD SHALL BE COMPLETED PRIOR TO OPERATION OF THE TANKS AND THE LEVELS SHALL BE AT THE HIGHEST LEVEL OF OVERFILL PROTECTION. ALL MATERIALS TO BE USED (PIPING, COUPLING, SEALANT, ETC:) SHALL BE COMPATIBLE AND USED AS PER NATIONALLY RECOd+QZED CODES. 9. THE CONTINUOUS MONITORING DEVICES (SENSORS. ATG, ETC.) ARE APPROVED FOR USE WITH THE CONTINUOUS MONITORING SYSTEM. 9.1 TANK ANNUAL SPACE LEAK SENSOR: VEEDER -ROOT #6 794390 -301 9.2 TANK SUMPS LEAK SENSOR: VEEDNR -ROOT # 794380 -208 9.3 AUTOMATIC TANK GAUGE VEEDER -ROOT # 312020 -952 9.4 DISPENSER SUMPS LEAK SENSOR: VEEDFR -ROOT # 794380 -208 9.5 PRESSURIZED LINE LEAK DETECTOR (ELECTRONIC): VEEDER -ROOT #1 848480 -003 10• THE ELECTRICAL SUPPLY WIRING SHALL BE HARDWIRED TO THE JUNCTION/BREAKER BOX. 11. ALL OF THE FOLLOWING REQUIREMENTS ARE UNDERSTOOD AND SHALL BE MET, PRIOR TO THE OPERATION OF THE TANK SYSTEM. 11.1 ALL SITE INSPECTIONS SHALL BE SCHEDULED A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF REQUESTED INSPECTION DATE. 11.2 TANK SYSTEM SHALL BE INSPECTED BY THE HMMD AT THREE (3) SEPARATE CONSTRUCTION PHASES: 11.21 TANKS & PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. 11.22 INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. ALL SUMPS & DISPENSER CONTAINMENT BOXES SHALL BE HYDROSTATICALLY TESTED FOR 30 MINUTES. 11,23 FINAL INSPECTION, INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. 11.3 TANK SYSTEM INTEGRITY TESTS SHALL BE FORWARD & APPROVED BY THE HMMD (NOTE: INITIAL DELIVERY OF FUEL REQUIRES APPROVAL BY HMMD). THE CONTINUOUS MONITORING CERTIFICATION WILL BE PROW W AT THE FINAL INSPECTION. 11.4 STATE WATER RESOURCE FORMS A, B, AND C (BY G.C.) SHALL BE COMPLETED & SUBMITTED TO THE HMMD. 11.5 AN AUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED & APPROVED BY THE HMMD. 11.6 CERTIFICATE OF FINANCIAL RESPONSIBILITY SUBMITTED TO THE HMMD. 11.7 PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE HMMD AT THE FINAL INSPECTION. 12 THE CONTRACTOR PERFORMING THE WORK SHALL POSSES A CURRENT GENERAL ENGINEERING A WITH A HAZ CERT. FROM THE CONTRACTORS STATE LICENSE BOARD. 11 ALL NEW PIPING SHALL BE INSTALLED BY CERTIFIED INSTALLERS' FOLLOWING MANUFACTURER'S SPECIFICATIONS. 14 ALL SUMP SENSORS SHALL BE MONITORED AT THE LOWEST POINT IN THE SUMPS UTILIZING UNI- STRUTS. NO SCREWS ARE TO BE DRILLED INTO SUMP WALLS. 15. IF THE RESULTS OF POST-INSTALLATION TESTING INDICATE THAT THE UST SYSTEM IS LEAKING LIQUID OR VAPOR. THE OWNER OR OPERATOR MUST TAKE APPROPRIATE ACTIONS TO CORRECT THE LEAKAGE, AND RETEST THE SYSTEM USING ELD UNTIL THE SYSTEM IS NO LONGER LEAKING LIQUID OR VAPOR. APPROVAL TO OPERATE WELL NOT BE GIVEN UN11L THE UST SYSTEM HAS A PASSING ELD TEST. 16. THE CONTINUOUS MONITORING DEVICE SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 17. A VEEDER ROOT CERIIFlED TECHNICIAN WILL PERFORM A MONITORING CERTIFICATION AND PROVIDE THE MONITORING SYSTEM CI R-nnwm FORM TO RIV, CO. ENV HLTH. HAZ MAT. MGT. DIV. AT THE FINAL INSPECTION. 2 GROUNDWATER NOTE: GROUNDWATER WAS NOT ENCOUNTERED IN THE TWELVE (12) SAMPLED TEST PITS IN DEPTHS RANGING FROM APPROXIMATELY SEVEN (7) TO TWENTY -TWO (22) FEET BELOW EXISTING GROUND SURFACE. THIS SITE IS NOT WITHIN A DESIGNATED PROJECT IMPACT 100 OR 500 YEAR FLOOD HAZARD ZONE AS LISTED BY FEMA ESRI/FEMA, 2003). SIMILARLY THE SITE IS NOT LOCATED WITHIN A FLOOD, SEICHE, OR TSUNAMI INUNDATION HAZARD DUE TO ITS ELEVATED INLAND LOCATION. INFORMATION PROVIDED PER SOILS REPORT PREPARED BY PACIFIC SOILS ENGINEERWG, INC., DATED 5-22-2003, WORK ORDER NO.: 400923. , OO Q 0 en a_ 19C of i saa91a:1 C ` L IL N L T W mm vp S V y iffillill i'•i o 'i , CD BT 3 1 1rqqV1 t r 1 L) N0 zA oa co tai ¢" r:• a L I =.:1e:T 3ii: a:•o P E ffi e rm si.lr3?193M .2i.•... a il'i v h o ^ a" 0< 91 -1-1 1 1 1 1 nis:toi st . a iE::• °. ••. eai SNis<sToi6i. : v . ii- oiilisi i zE =... . ERM41G NRJMBFR X6.0 Aft 0 L0 Ix I- 0 0) a CO j 0 UJ Z 0Jj Z LUZ9 V CL; 411 M L0 CV ERM41G NRJMBFR X6.0 Aft I I/ II I/ y C FUEL PIPING LAYOUT PLAN SCALE: 1° = 20' 0 NORTH TESTING REQUIREMENTS: 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL TESTING REQUIREMENTS AS INDICATED HEREIN. TEST #1 PTE —TEST EVALUATION FOR THE ENHANCED LEAK DETECTION SYSTEM TEST #2 TANK AND LINE TEST (SYSTEM INTEGRITY) — (IF REQUIRED) TEST #3 NEW CONSTRUCTION ENHANCED LEAK DETECTION TEST (NCQD). TEST #4 SYSTEM CERTIFICATION — RULE 461. CONDUCT NO LATER THAN 30 DAYS C3FR OPENING DAY. 4.1 PRESSURE DECAY TEST 4.2 A/L TEST (VAPOR LINES) 4.3 BLOCKAGE TEST (VENT & VAPOR) INSTALLER NOTES: 1. THE BALL FLOAT 'VALVE SHALL BE SET AT 95X CAPACITY. 2- THE TLM /OVERFILL. ALARM SHALL BE SET AT 90% CAPACITY FOR OVERFILL PROTECTION. 3. ALL LEAK DETECTION SENSORS SHALL BE WIRED FOR "POSITIVE SHUT DOWN' AND "FAIL SAFE" OF THE TURBINE WHEN A LEAK IS DETECTED. TANK # FUEL TYPE TANK SIZE 1 REGULAR UNLEADED 20,000 GAL 2 SUPER UNLEADED 15,000 GAL 3 DIESEL 12.000 GAL rr KEYNOTES: N ITEM PROV. INST. m NO: BY: BY 1 OWNER G.C. INSTALL (3) BELOW GRADE 'XERXES" — DOUBLE WALL FIBERGLASS STORAGE TANKS, MANUFACTURED 5 A e BY XERXES CORPORATION, (1) 20,000 GAL, (10ft DIA.) FIBERGLASS TANK, (1) 15,000 GAL, (10ft. s.sys-cisi: :iri is_gi.;.., ;•. DIA.) AND (1) 12,000 GAL, (10ft DIA.). REFER TO SHEET. F2.0 AND INSTALL DEADMAN AT EACH iSill liiii siii.ss:•.: . TANK, REFER TO SHEET F2.1. L 1 OW*R G.C. INSTAL. (9) NEW DISPENSERS, INCLUDING ALL NOZZLES, HOSES, VAPOR PUMPS, BREAKWAYS, ETC.. DISPENSERS TO BE INSTALLED ABOVE GRADE ON NEW DISPENSER CONTAINMENT BOXES VATH SUMP SENSORS. REFER TO SHEET F1.0 FOR EXACT ITEM NUMBERS. o 3 G.C. G.C. PROVIDE 2" DIA. FIBERGLASS PRODUCT PIPING FROM SUB —PUMP TO DISPENSER LOCATIONS '0 s Ja WTH 3" DIA. SECONDARY CONTAINMENT FIBERGLASS PIPING AS SHOWN. 3 o s 83Lfias3iisis' oe a i : -.z° . G.C. G.C. OVER EXCAVATE THE TANK HOLE TO ALLOW FOR SAFE INSTALLATION OF NEW PRODUCT TANKS. a5 OWNER G.C. INSTALL NEW DOUBL.EWALL SUMP RISER, PRODUCT/VAPOR PHASE I ASSEMBLY PACKAGE, AUTOMATIC TANK GAUGE SYSTEM AND SUMP SENSOR AT ALL TANKS. SEE ALL ATTACHED FUEL INSTALLATION DRAWINGS FOR EQUIPMENT AND DETAILS. CONTRACTOR MALL PROVIDE W w °, to LOCK VATH KEY AT FILL TUBE LOCK CAP. H w O** R G.C. INSTALL NEW DOUBLEWAU. SUMP RISER, TURBINE AND SUMP SENSOR, INCLUDING ALL u CONDUITS, WIRING AND EQUIPMENT REQUIRED FOR INSTALLING PER MANUFACTURERS r" o ^o REQUIREMENTS. RUN CONDUIT TO NEW TLS PANEL LOCATED IN THE ELECTRICAL AREA 7 G.C. G.C. PROVIDE NEW 2" DIA. W/ 3" DIA. SECONDARY CONTAINMENT FIBERGLASS CROSSOVER LINE H FOR VAC TUBING. 8 G.C. G.C. PROVIDE NEW 2" DIA. W/ 3" DIA. SECONDARY CONTAINMENT FIBERGLASS VENT LINES FOR a GASOLINE AND DIESEL FUEL TANKS. SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS. 9 G.C. G.C. PROVIDE NEW 3" DIA. W/ 4" DIA. SECONDARY CONTAINMENT STAGE II TRUNK LINE FROM GASOLINE TANKS TO DISPENSERS. SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS ioli5ga3ii ggi:3: °• 10 G.C. G.C. REDUCE STAGE If PIPING FROM 3'° DIA. W/ 4" DIA. SECONDARY CONTAIMENT FIBERGLASS TO $ 2" DIA. W/ 3" DIA. SECONDARY CONTAINMENT FIBERGLASS INTO EACH - DISPENSER AREA ATTACH TO STAGE 11 CONNECTIONS FROM DISPENSER. , 11 G.C. G.C. UPON COMPLETION OF ALL WORK, ALL PRODUCT LINES ARE TO BE PURGED AND CLEANED r c r OUT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CALIBRATION OF ALL DISPENSERS AS E c REQUM. 12 G.C. G.C. UPON INSTALLATION, TESTING AND APPROVALS OF NEW PIPING, CONDUIT, PLUMBING, ETC. - FOR THE TANK INSTALLATION, BACKFILL EXCAVATED AREAS WITH NEW PEA GRAVID_ AND PROVIDE CONCRETE PAVING PER CIVIL PLANS. NOTE: if THICK, 4000 PSI. MIN. REQUIRED AT TANK AREAS WITH NO. 4 REBAR AT 'It O.C. BOTH WAYS (TYP.). PROVIDE CONTROL JOINTS AT APPROXIMATELY 10' -0" O.C. w BOTH WAYS AT TANK SLAB. (SEE SHEET F2.0) 8 13 G.C. G,.G PROVIDE NEW 2A208C FIRE EXTINGUISHERS, IN CABINET AT CANOPY COLUMNS AND AT BUILDING ADJACENT TO CASHIER WINDOW AREA AS SHOWN. (EXACT LOCATION TO BE FIELD VERIFIED WITH FIRE DEPT.) 14 G.C. G.C. INSTALL (2) NEW E.S.O. SWITCHES, IN ACCORDANCE WITH UFC LATEST EDITION, LOCATED AS SHOWN ON PLAN. LOCATIONS TO BE CLEARLY IDENTIFIED WITH SIGNS LABELED "EMERGENCY •.•• °• . . FUEL SHUTDOWN DEVICE". LOCATE (1) E.SO. SWITCH ON BUILDING NO MORE THAN 4N3" ABOVE FINISHED GRADE OR WALKWAY AND (1) ON LIGHT POLE NO MORE THAN 48" ABOVE 4 0 FINISHED GRADE. ti h h 15 G.C. G.C. INSTALL NEW SIGNS PROHIBITING SMOKING, PROHIBITING DISPENSING INTO UN— APPROVED CONTAINERS AND REQUIRING VEHICLE ENGINES TO BE SHUT OFF DURING FUELING ON EACH CANOPY COLUMN. (EXACT LOCATION TO BE FIELD VERIFIED WITH FIRE DEPT.) o 16 OVER G.C. INSTALL OVERFILL ALARM AT +14' -0" A.F.G. AND ALARM ACKNOWLEDGMENT SWITCH AT 5' —O" A.F.G.. BOTH ALARM AND ACKNOWLEDGMENT SWITCH SHALL BE SURFACE MOUNTED ON THE SOUTHEAST FACE OF BUILDING. 17 OWNER G.C. INSTALL NEW INTERSTITIAL SPACE SENSOR AND MANHOLE, SEE ATTACHED FUEL i INSTALLATION DRAWINGS FOR EQUIPMENT AND DETAILS 18 OWNER G.C. INSTALL NEW VEEDER —ROOT MONITORING CONSOLE UNIT. VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS 4; 4 91-1-119OWNERG.C. INSTALL NEW DOUBLEWALI_ • VENT CONTAINMENT BOX AND RACK SYSTEM" WITH SUMP N 1 j ! 1 SENSOR AND NEW VENT RISER PIPE WITH A PRESSURE VACUUM VENT CAP. REFER TO . DETAIL 8/F3.1. fU., °- G.C. G.C. INSTALL STREET TEE, DOUBLE TAP BUSHING AND PLUG ON VAPOR RECOVERY LINE THIS DISPENSER ONLY FOR FUTURE ISD PRESSURE SENSOR. REFER TO VAPOR RECOVERY PIPING DETAIL 4/F4.0. a OWNER G.C. INSTALL NEW CLEAN AIR SEPARATOR. REFFR TO MEET F6.0 FOR DETAILS. MINIM& NOTES: 1. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND PERMITS TO PERFORM THE WORK AS INDICATED ON THIS SHEET. CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL CONDITIONS THAT MAY EFFECT THIS PROJECT. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL APPROVED CODES AND PER MANUFACTURER'S RECOMMENDATIONS. FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. 2. INSTALL. ALL TANKS, PIPING, DISPENSERS, EQUIPMENT, ELECTRONICS, ELECTRICAL CONTROLS, ETC. PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES CONTRACTOR IS :5 By DATE RESPONSIBLE FOR ANY DAMAGE TO NEW AND /OR EXISTING EQUIPMENT ABOVE OR BELOW These jl,ans have been reviewed for adherence t the GRADE. THE PRESENCE OF THE MANUFACTURER OR OBSERVER AT AN INSTALLATION SITE DOES . appiica[;!e codes and ordinance. Authorizati( n is NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR THE PROPER INSTALLATION OF THE 0 W to hereby girinfpd to issue a building permit per ing TAWS. PLOD ANDAR EQUIPMENT approves, by a!i applicable City agencies. ^ The ss ance or granting of a permit base on 3- THESE PLANS ARE SCHEMATIC ONLY. GENERAL SCOPE IS DEFINED. VERIFY ALL INSTALLATIONS M apprc-val of these plans shall not be constru to AND EQUIPMENT Wl1H OWNER AND /OR REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER. z permit or approve any violation of the appli ble codes or ordinance. No permit presumed to ive 4. CONTRACTOR IS RESPONSIBLE FOR BLUE STAKING THE EXCAVATION AREAS AND LOCATING ANY V <[ Uj authority to violate or.cancel the provisions of uch UNDERGROUND UTILITIES. RE —ROUTE ANY EXISTING UTILITIES AROUND CANOPY AND FUEL codes shah be valid. SYSTEMS IF REQUIRED. 5. FUEL PIPING DRAWINGS ARE SCHEMATIC ONLY. VERIFY ALL INSTALLATIONS AND EQUIPMENT ®:, Z WITH MANUFACTURER RECOMMENDATIONS AND PER APPLICABLE GOVERNING CODES. O 6. ALL VENT AND PRODUCT LINES FROM ISLANDS TO TANKS ARE DRAWN FOR SCHEMATIC Z z J PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY BEST AND SHORTEST ROUTE OF ALL VENT AND PRODUCT LINES FROM ISLANDS TO TANKS, MAINTAINING ROUTE OF LINES ON FURTHEST SIDE AWAY FROM BUILDING. ALL PIPING CONNECTIONS AT MPD'S SHALL BE ON OPPOSITE SIDE ® z W FROM ELECTRICAL. CONNECTIONS. < 7. UPON COMPLETION OF PIPING SYSTEM, CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL C COORDINATE ALL STAGE 11 VAPOR RECOVERY AND TIGHTNESS TESTS. CONTRACTOR SHALL LU CALIBRATE ALL DISPENSERS AND SEALS. CONTRACTOR IS RESPONSIBLE FOR START -UP AND L SHALL INSTRUCT OWNER THOROUGHLY IN USE OF ALL NEW EQUIPMENT LL ANY CONTRADICTIONS ON THESE PLANS SHALL BE REPORTED TO TRAVIS COMPANIES, INC. " ATE jA4) 693 -93W IM EDIATELY. CONTRACTOR SHALL VERIFY EXACT SCOPE OF WORK WITH OWNER. 9. CONTRACTOR IS RESPONSIBLE TO REGISTER NEW TANKS IN ACCORDANCE WITH ALL LOCAL CODES ifiigffffi'fe- %: AND AGENCIES CONCERNED. M.l....it.lIn. - : •:: DRAVING NLrM S ITEM DDESCRIPTION OOTY. II REO'D MMANUFACTURER MMODEL NUMBER FFURN. IINSL IITEM DESCHiPTiON QQTY. RREQ'D AAAANUFACTUflER MMODEL NUMBER FFURN. MMT. 44 TANKS TURGNE ^ O DDOUBLEWALL 10' DIA. 20,000 GALLON W/ BRINE RESERVOIR ( 87) 11 OO XXERXES W W/ 1 -48" & 1 -42" COLLARS OOWNER GG.C. 775 TTURBINE - VARIABLE SPEED ( DIESEL /91) 22 OO FFE PETRO IIST -2 -R 2HP (W /SIPHON PORT) OOWNER GG.C. m 2 DDOUBLEWALL: 10' DIA. 15,000 GALLON W BRINE RESERVOIR ( 91) 11 O O XXERXES „ QOWNERGG.C. 776 TTURBINE - VARIABLE SPEED ( 87) 11 OO FFE PETRO IISTMSV4 -VL3 AG 4HP (W /SIPHON PART) OOWNER GG.C. 6 Q d o DOUBLEWALL: 10' DIA. 12,000 GALLON W/ BRINE RESERVOIR ( DIESEL} 11 OO XXERXES WW/ 1 -48" & 1 -42" COLLARS OOWNER GG.C. VVARIABLE FREQUENCY CONTROLLER 33 OO FFE PETRO MMAGVFC OOWNER GG.C. ' II >>!'- 13' -e -'`h aasaaii iiia:i 4 OOWNER GG.C. 778 442" TURBINE RISER PIPE 3 3 O O FFE PETRO 4400168942 OOWNER GG.C. $ g 5 OWNER GG.C. 779 22' FULL PORT BALL VALVE 33 O O JJOMAR TT -100 -708 OOWNER G G.C. AAsa sz BOND KIT -BULK 3 OO XXERXES AAC -8404 GG.C. GG.C._ MMANHOLE - 37" DIA. EZ LIFT WATERTIGHT (DIESEL /91/87) 33 OO FFIBRELITE FFL90 OOWNER GG.C.. 7 FFILTER FABRIC SSEE #2 OO TTYPAR 33401 G G.C. GG.C. i9a eiieeiai.iS3. Ui111PS 448" DIA. DB. SUMP RISER W/ 48" DIA. TO 33" DIA. SUMP REDUCER W/ WATERTIGHT LID ( TURBINE) 33 O O XXERXES AACR -DW 48 "x42" - 48" x 33" REDUCER (W/ LID) OOWNER GG.C. 42" DIA. DB. SUMP RISER W/ 42" DIA. TO 35" DIA. SUMP REDUCER W/ WATERTIGHT SUMP SHETLD PKG. 33 OO PPHIL -11TE HFG- 42- 5R -55 -DW (HYDROSTATIC) OOWNER GG.C. VVENT H 10 990 PPRESSURE VACUUM VENT VALVE 3" & 3' NPT ADAPTER TO 2' NPT PV VENT CAP 11 O O HHUSKY 44885 (THREAD) & 5041 OOWNER GG.C. x 11 991 DDIESEL VENT CAP 1 OPW 223 -0033 O w" 1 OO O OWNER GG.C. w A 92 FFLEX CONNECTORS: 2" DIA. MALE SWIVEL x 18" L W/ MOLDED 90' x 2" E -Z FIT FEMALE NPT (FIREFLEX) 3 3 OO FFLEX -ING FFFEZ14X18 -2FP OOWNER G G.C. PIPING 93 DDOUBLEWALL VENT CONTAINMENT BOX & RACK SYSTEM ASSEMBLY 11 O O BBRAVO BB500- F3S- B -D -AB & RS- 500 -JP -35 OOWNER G G.C. 15 HHARD PIPE: 4" SECONDARY SSEE #2 OO SSMITH FIBERGLASS RRED THREAD IIA GG.C. GG.C. 33" DOUBLE SIDED ENTRY BOOT FITTING ( FRP) 33 O O BBLUELINE KKFD3.5 OOWNER GG.C. aa 16 HHARD PIPE: 3" SECONDARY /VAPOR RECOVERY SSEE #2 OO SSMITH FIBERGLASS RRED THREAD IIA GG.C. G G.C. 995 TTEST BOOT REDUCER - 3" OVER 2" FRP 33 O O BBLUELINE PPER3.5x2.5 -A OOWNER GG.C. 17 HHARD PIPE: 2" VENT I VAPOR RECOVERY SEE #2 O O SSMITH FIBERGLASS RRED THREAD I!A GG.G. G G.C. 18 HHARD PIPING: ADHESIVE SSEE #2 O O SSMITH FIBERGLASS DDS -8014, DS -8469 GG.C. GG.C. • i+3&E9 ?gl i3 ea ss:s•:s:s:i ::: 19 D rDISPENSER $ 20 1100 DDISPENSER — BLENDER — 3 +0 — BALANCE ( GAS) 66 O O GGILBARCO EENC30ONN1 OOWNER G G.C. ` A r21 1 r t101DDISPENSER - BLENDER - 3 +1 - BALANCE ( DIESEL) 33 OO GGILBARCO EENC300NL1 OOWNER GG.C. E t DOUBLEWALL DISPENSER SUMP - W/ SHEAR VALVE ANCHOR BRACKETS ( GAS) 66 O O BBRAVO BB8382F2L -BD -AB OOWNER GG.C. LLi i 103 DDOUBLEWALL DISPENSER SUMP - W/ SHEAR VALVE ANCHOR BRACKETS ( DIESEL) 3 3 O O BBRAVO BB8382F3 -BD -AB OOWNER GG.C. 24vPi 104 VVAPOR SHEAR VALVE BRACKETS 99 O O BBRAVO BBRKT5 -B2 OOWNER GG.C. % 25 - 105 SSHEAR VALVES ( PRODUCT) 221 O O OOPW 1 OWNER G G.C. tA a N a o 2 2 L Mco Q C 2 d w e•v r p r la r- i s r i II M LO N 0) V L w Z V) W w b,! R N Z o r C N O tiJ Q F•— a 8 o j A to LL. c a Q_ 0 2" g 1- os o zgoo w xHw C3 A HIMI'll H, .. w 4k sr r UU t C V Mail : ti: r n a0 m m I I I I I I I SpIDg 90iaSagSS.SS•O. • iiil li I. Sin 13::::.:.111 :..: i ..:' . RAWC NLfM F YL' 5 a F3.0 y:±.y: a,..y.iy .t°.f. .s• .- +n; ';. 4;++•;"'?,"! :... .+. s...+•rr•i:;riy.{i•...,.* 1.,• '.....•.'. c:..,...y:•.a..,• . ' •+.Ip....."" 'i.+,r. Mill r a n BRINE RESERVOIR -ti i ( 4" ALUMINUM 64 i I 1 du- ( FILL TUBE ! 1 11 i 1 l SLOPE TANK 1" IN W-0 D0%1N 11 I w, TOWARDS FILL END SEE DETAIL 10/F2.1 FABRIC SEE DETAIL 9/W TYP-) FILTER 7 (TYP.) STEEL PLATES UNDER EACH OPENING BY TONIC MANUFACTURER PEA GRAVEL BACKFILL FOR DETAIL OF TANK SLAB SEE DETAIL 14/F2.1 or FABRIC 7FILTERQ i L V DW BDlBUL 20s GAL FOOR iAU pANK ANIy EXCAVATION SECTION 1/4! = 1-0* PEA GRAVE BACKFILL 7 WE 5 FOR DETAIL OF TANK SLAB F3.0 a + - Z F3.0 SEE DETAIL 7/F11 1 VIP A BRINE RESERVOIR - - - - - -- - - - - - -- - v 4" ALUMINUM 64 } I FABRIC FILL TUB } 1 FILTER i i Qoms 1} }( I I ( SLOPE TANK 1" IN 10' -O" DOWN TOWARDS FILL END I Z SEE DETAIL 10/W SEE DETAIL 9/F2.1 FABRIC 7 TYP.) (TYP I FILTER STEEL PLATES UNDER EACH OPENING BY TANK MANUFACTURER 2' -0" (TYPI 2W -5 3fe MIN. q VERIFY W TANK G. MIN. t`- o tete IW t UL T6X0 COAL. F111WORMJ TAWMI) EWAVATION SEDT= 2 i /4• = 1•_0 PEA GRAM! tK BACKFILL 7- FOR DETAIL OF F3.0 c 5 TANK SLAB SEE DETAIL 2/F2.1 t 1 BRINE t: RESERVOIR 1 I I 4" ALUMINUM 64 i 1 j FILL TUBE ll t FABRIC 1 } ! I 1 FILTER L.:. 1 I I SLOPE TANK 1'° IN } 1 I o I I 10' -0" DOWN A TOWMM FILL END , I lb Il R ICI I SEE DETAIL 5/F•2.1 SEE DETAIL 4/F2.1 TYP.) (TYP -) STEEL PLATES UNDER EACH I OPENING BY TANK MANUFACTURER (TYP.) 24' -0 Ile 2' -0" F'Z1GW { ss.nu 1& OM 12,000 GALv F180MLAWTAWAND EXCAVATION SECTION (D 1 /4r = 1' -0° 14 2" CROWN AT EACH MANWAY (TYP -) 1$'a MANHOLE FOR IN'T'ERSTITIAL TYP. OF 3) QD 4 HOOP TIED TO #4 BARS - 36" GAS MULTI -PORT MANHOLE W/ 2 LIQUID TIGHT FILL BOXES do TLM ACCESS HOLE (TYP. OF 2) r THICK CONCRETE TANK SLAB BAR 0 It B.C. EACH AY 36" DIESEL MULTI -PORT -- MANHOLE W/1 LIQUID TIGHT FILL BOX & TLM ACCESS HOLE 6D AT CORNERS TYI? V litlVIRG c rtr rr .rt.na v>GV 1 1vl,. 31T3" = 1'—O" GENERAL _NOTES: 1. ALL COVERS, GASKETS AND SEALS SHAD. BE IN PLACE AND WATER 1IG'HT. 2 CONCRETE TANK SLAB SHALL HAVE A HEAVY BROOM FINISH. 3- STEEL REBAR SHALL BE SUPPORTED AT HALF DEPTH BY 01" (DOGE). 4. SET TANK DEPTH TO ALLOW PRODUCTS, VAPOR AND VENT LINES TO SLOPE 114" PER FOOT MIN. FROM MPWS DOWN TO TANK. CONTRACTOR SHALL VERIFY THAT THE TURBINE HEAD WILL BE 4" TO 6" ABOVE THE SUMP BOTTOM. DO NOT INSTALL 7URBINE PUMP ASSI]r MY IF LESS THAN 4" FROM BOTTOM OF TANK. 6. SILICONE SEALANT SPECIFICATIONS SHALL BE THE FOLLOWING: MANUFACTURER: SILICONE UNLIMITED TYPE. SS -300 FAST CURE: GASWNE/SOL.VENT RESISTANT RTV SILICONE COLOR: CLEAR SUPPLIER: CALL TOLL FREE (336) 764 -5232 7. CONCRETE TANK SLAB SHALL EIE A MINIMUM OF 4,000 PSI WITH REINFORCEMENT PER DETAIL ON THIS SHEET. THE PREFABRICATED "DEADMAN• AND HOLD -Dl STRAPS SHALL BE SUPPLIED BY XERXES, PURCHASED BY OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. 9. THE GENERAL CONTRACTOR SHALL INSTALL THE 'DEADMAN" PER SECTION 6 OF THE XERXES "INSTALLATION AND OPERATING GUIDELINES" MANUAL THE GENERAL. CONTRACTOR SHALL CONTACT W XERXES CORPORATION TO VERIFY THE LATEST' EDITION OF THE MANUAL CONCRMFSNFOI1CW3i A8 FOR 10' DWAEM - 20.000.15A00 AND 12,+000 GAL TAIL M 2 -.#6 BARS X W-ti" LONG, FA 90E of MANHOLE o fim q 2 9,9 >g s 911111111111 i 111 i.: laun 0 9 R q C O UM .4 111111111111:; ::. C RF Lt R r d e dWil t I °l 11 =Ills: ;1 . - ti • a Z C04 FOR PERMITOSSDANCE 0 SCOTT fAZEKAS 8, ASSOCIATES, INC. < BY These plans have been reviewed for adherence to th itapplicablecodesandordinance. a... hereby Authorization isY9antedtoissueabuildingapprovalbyailapplicableCityagencies. permit pending II _ Z ty The issuance or granting of a iia 0 approval of these plans shall notpbemco struedd oo Co ' J —jawl permit or approve any violation of the applicable Wb Wcodesorordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. W t CID L0 N 1. CONCRETE TANK PAD SHALL BE CONSTRUCTED IN MULTIPLE POURS, NOT ONE (1) MONOLITHIC Pol EXPANSION JOINTS, PER DETAIL 12/F2.1. 2. NO SAWCUTS SHALL BE PERMITTED ON TANK SLAB. ALL EXPANSION 1111 #I111 r JOINTS SHALL BE PER DETAIL 12/F2.1 MikA iG NUMWR ff InIF" 2 mu" i 1 PULL CABLES (AS SHORN) TO PULL CABLES (AS SHOWN) TO TIGHTEN &HOLD W/ 3 TIGHTEN HOLD W/ 3 CABLE F.R.P. DouBLEwAII -- CABLE CLAMPS. r F.R.P. DOUBLEWALL CLAMPS UNDERGROUND TANK UNDERGROUND TANK CABLE CLAMPS GUIDE SEE DETAILS 5 CUPS REQUIRED TIGHTEN TIGHTEN TIGHTEN e 0" --- -3 CABLE CLAMPS HOLD DOWN (TYP.) 1a MAJ.1 –DOW"N e AP I ` N, HMD –DOW4 STRAP PROVIDED BY F.R.P. TANKSTORAGE2 –0 GABLE CLAlrff'S MANUFACTURER (1YP) MMWACTURER (TYP. ) j r 9" MIN. J 15, ANCHOR LOOP, SEE HOLD -DOOM LOG HOLD–DOWN LOG DETAIL THIS SHEET FETAL CABLE EYELET 1/2' VIRE ROPE (TYP.) 3 CUPS R&DARtED 0 3' 8TQ%A4AE TANG HOLD-DOW ASSEM .Y AL. E ATE WCRAW TAW HOLD- Dt'JM ASE .Y y HOLD DO* LOG FOR USE 0 SINGLE AND O.C. (TYP.) ( FOR FRP TANKS M.Y) (USING PRECAST CONCRETE FOUNDATION PILES) MULTIPLE TANK INSTALLATIONS OR AS INDICATED, (FURNISHED BY O)*R . AND INSTALLED BY G.C.) TYP. 1. THE PREFABRICATED 'DEADWEN' AND HOLD -13OW t STRAPS SHALT. BE WRIED BY CABLE CLAW DETAIL, xEMEs, Pfv LASED BY 000 AND INSTALLED BY THE SAL 1301117RACTO& 2 THE GE AI COiNTRACTOR SHALL. INSTAL. IHE roEADIY1Ei t" PER SECTION 6 OF 7HE r .alalwaj - 'INSTALLATION AND OPERATING GUIDELINES* MANUAL. THE GENERAL CONTRACTOR WALL CONTACT THE 1U40 CORP ZION TO VERIFY THE LA'1ST EsITIa+I OF THE OU)6 Dt IN "a Lt t'+AT M NO SCALE HOLN)OM ASSINOL E3 MANUAL NO SCALEi i i f i l t i r EXPANSION JOINT W/ BLACK SILICONE EXPANSION JOINT W/ RACK 3/4' DIA. SMOOTH STEEL SILICONE PETROLEUM RESISTANT RESISTANT SEALANT. SEEfDOWEL18" LONG -- 24" SEALANT, SEE GENERAL NOTES fl O.C. GREASE ONE END. FOR SILICONE SPECIFICATIONS. 314` DUL SMOOTH STL GENERAL. NOTES #7 FOR Dov& 18° LANG – SILICONE SPECFICA70M 24 O.C. GREASE ONE APPROVED FOR PERMIT ISSUANCEFil3,. TUBE 90. 3AI + SCOTT FAZEKAS g, ASSOCIATES, INC. 1/4 RADIUS TOOL E DW PUMP TUBE ONLY WHERE CONCRETE / 1/4" RADIUS TOOL EDGE BY_._. DATEYARDPAVINGOCCURS These Mans have been reviewed for adherence to theapplicablecodesandordinance. Authorization is 11 It i - ,•: °,....; .. . . > . . hereby granted to issue a budding Permit pendingapprovalyallapplicableCityagencies. A-4 W4 t - •' •.'' •' ` ' • '•• . • ' The issuance or granting of a Plans Permit based onI '° a . .'. .. •, ea. ., •, approval of these p shall not be construed topermitorapproveanyviolationoftheapplicable 3/8"x6" EXPANSION (FIBER BOARD) \—RONFORCED CONCRETE codes or ordinance. No permit presumed to give i authority to violate or cancel the provisions of such318" x ON EXPANSION (FIBER BOARD) REINFORCED CONCRETE JOINT W/ 3/8" SNAP CAP., WFl1TE CAF' SLAB (TV.) codes shall be valid. JOINT W/ 3/8' SNAP CAP., MITE CAP SLAB (TYP.) PtoaUcT Nors: 199-03M 128-870 77 7 PRODUCT NO'S: 19 -EBM0 & 12s -s70 TOP OF FIBERMASS 1 i OVERLAY Q` FORM W/ REMOVABLE W/ REMOVABLE MEMBERS ONLY. NO PERMANENT S ONLY. NO I L. PLATE STEEL PLATE PERMANENT METAL, PLASTICSTEELFETAL, PLASTIC OR WOOD FORMS ART: PERMITTED. ARE PERWITIM F- Ma -4011gt2 F- oolnumm TANK FILL WrALL. P TUBE DUALi. TAWSWEME is= r -0" 12 EXPANSION JOW h Q i Oi m A e E„'f:J °::l;: is wr. •. c2' "' za IOU-- . Ja ILI if rim rAo C toE" g00 Zi 5 , v a fj a E a i , 2 1177i4 Eli i A ffififfifiiiji;j LRAVhG NUMM F`2 1 J HWGE PIPE ANGLE AT ENTRY BOOT DOUBLEWALL 42" DIA. F.R.P. CONTAINMENT SUMP 9 36" MULTiPORT MANHOLE 5g ENTRY BOOT FITTING 45 SHALL NOT EXCEED A 15 RISER G.C. SHALL PAINT THE FILL AND r TEE BLACK IRON € TANK DEG. ANGLE iN ANY 2" 90• BLACK IRON ELBOW VENT PER DETAIL 1O /F3.0 AND 1' OONDUIT FROM J -BOX IN FILL/VAPOR MANWAY DIRECTION TANK LEVEL MAGNETIC PROBE W/ MOTORING CAP AND REMAINING LIDS - FRAZEE #283 ENTRY BOOT FITTING O I ADAPTOR 149 150 161 JUNCTION BOX EXPLOSION PROD "MACHINE GRAY OF TANK (16 CU. INCH Mk) ^ \ , ^ JUNCTION BOX EXPLOSION PROOF 2'x f -Ox T -0' STYROFOAM /\ _ _ OBSERVATiON PORT r FIBERGLASS REINFORCED \ \ (16 CUBIC INCH MINIMUM) VAPOR RETURN FLEX CONNECTOR \ _ / \ PRODUCT PIPE 1M11•I 3' SECONDARY I J-BOX IN TURBINE MANWAY `\ ENTRY BOOT FITTING CONDUIT LOOPED TO CONTAWVF1dT PIPE REGULAR UNLEADED TANK QD Qpa d 0apQ t NIPPLE x 3' LONG BLACK IRON Um 00 0 00 0 0 0 0 00 2" F.R.P. W/ 3' SECONDARY CONTAINMENT CROSSOVER LINE mPREMIUMTANK ENTRY BOOT FITTING 4 .ooa ada. t Y V Y V 0 0 0 bob 0 0 4 0 4 4 0 0 r ELL 90 DEGREE BLACK IRON FROM FlLL/bAPOR MANWAY FOR VAC TUBING Q « 4 d d II II EXTRACTOR FITTING 6i OR 62 0 000004 dp d1CONDUITLOOPEDTOJ -BOX IN. INTERSTITIAL a MANWAY II 00 0 0 000 4 r FULL PORT BALL VALVE 79 4 o SUMP SENSOR 154 b 00 p p p p O DOUBLEWN-L SUMP RISER W/ LID do INSPECTION PORT ENTRY BOOT FITTING II r II VENT LINE FLEX 67 00 0 4 b b 0 0 ° 0 0 4CONNECTOR 00 -0d0d d0 0 4O °d 0 4 0 p TURBINE PUMP 75 ww SENSORVAPORRETURNLINE /\ N 43 b 4 b b 0 0 O IENTRYBOOTFITTING40a0000000000000000000iF.R.P. W/ 4 SECONDARY (REGULAR) \ 2' F.R.P. , 2 F.R.P. W/ 3' SECONDARY 0 0440000000 0000000R.P. W/ 3 SECONDARY {PREMIUM} \ CONTAINMENT CROSSOVER LINE TO 0 -0 400 0— 00 000 \ / ENTRY BOOT FITTING ENTRY BOOT FITTING \ l TURBINE MANWAY FOR VAC TUBING a d 3/4 FULL PORT BALL VALVE W/ REGULAR UNLEADED TANK 42 \ / — — _ ` \ 3/4' PLUG BY G.G. VACUUM CONNECTION TO PREMIUM TANK GD DOUBLE WALL VENT LINE FROM VACUUM SENSOR ASSEMBLY ,AN 1' CONDUIT HOME RUN FOR TURBINE PUMP TEST BOOT REDUCER TOP VIEW ELAN TEST BOOT REDUCER 48 N.T.S. REGULAR UNLEADED TANK 47 PREMIUM TANK (D ENTRY BOOT FITTING PRESSURIZED LINE LEAK DETECTOR Q59 2" F.R.P. W 3' SECONDARY 37' MANHOLE 802" B" ALE F.R.P. THREADED ADAPTOR CONTAINMENT VENT LINE TO VENT VACUUM CONNECTION TO DOUBLE WALL VAPOR RECOVERY RISER CONTAINMENT BOX HEADER ®REGULAR UNLEADED TANK ONLY REDUCER W/ 8 36' MULTTPORT MANHOLE 53 TURBINE PUMP 75 24" TANK E MAGNETIC PROBE W/ MOTORING CAP AND 149 150 161 VAPOR RETURN ADAPTER AND CAP BRINE RESERVOOR (NOTE: ; .• • : ' :::.:; ,..: • .:. • ` ' 4' FILL ADAPTER AND 4' FILL TOP SEAL CAP • - ` 55 56 SHOWN FOR CLARITY — EXACT 24' STYROFOAMxV - LOCATION IN UPPER PORTION Y x 1' -O' BRINE RESERVOOR (NOTE: SHOWN FOR CLARITY - ~ OF SUMP PER MANUFACTURERS ~ _ ` . • 0' EXACT LOCATION iN UPPER PORTION OF SUMP PER _. , :.;'•';': C-4 10 • • JUNCTION BOX EXPLOSION PROOF MANUFACTURERS SPECIFICATION) . - - . -'. • ` ' ; ' • .`' • •.. -. . • .' ;' ...`.:..•, • -- . • : - : SPILL CONTAINER (VAPOR) SPECIFICATION} _ ( 16 CUBIC INCH MINIMUM) n a..• • • a t ... •'•: d' sa r .:. _ • .•. •- .a PEAA7GL MINi HYDROSTATIC SENSOR JUNCTION BOX EXPLOSION PROOF MIN HYDROSTATIC SENSOR 155 ELECTRICAL SEAL OFF EXPLOSION PROOF 16 CU. INCH MiN.) PEA GRAVEL BACKFlLL ,• , ::':. `~ ELECTRICAL SEAL OFF EXPLOSION 3/4' PLUG DOUBLEWALL 42' DIA. FIBERGLASS SUMP RISER (D d • A 2' x 1'-0' x V -0' STYROFOAM PROOF 31,C FULL PORT BALL VALVE (NORMALY CLOSED} io 1" CONDUIT FROM J-BOX N FILL /VAPOR MANWAYvENTRYBOOTFITTING (TYP. 2} Y x 3/4 REDUCER BUSHING SPILL CONTAINER (FILL) Y CONDUIT LOOPED TO J-BOX VAPOR RETURN FLEX CONNECTOR I IN TURBINE MANWAY r x r x 2' TEE, BLACK IRON ENTRY BOOT FITTING Q REGULAR UNLEADED TANK 66 or PREMIUM TANK 67 I 4" SCI. 40 RISER 1' CONDUIT HOME RUN FOR TURBINIE PUMP 2' F.R.P. W/ 3' SECONDARY CONTAINMENT CROSSOVER FILL/VAPOR MANWAY FOR VAC TUBING 1" CONDUIT LOOPED TO J -BOX IN INTERSTITIAL MANWAY I 2' F.R.P. W/ 3' SECONDARY CONTAINMENT CROSSOVER ENTRY BOOT FITTING 45 NE FROM Ii NE TO TURBINE MANWAY FOR VAC TUBINGDOUBLEWALL42' DIA. FIBERGLASS SUMP RISER O LINE i I ENTRY BOOT FITTING VAPOR RETURN LINE ENTRY BOOT FITTING 2' FULL PORT BALL VALVE 79 a 3' F.R.P. W/ 4' SECONDARY REGULAR) 2" F.R.P. W 3" SECONDARY PREMIUM} I 2' FIBERGLASS REINFORCED PRODUCT PIPE I 2 F.R.P. W/ 3' SECONDARY CONTAINMENT VENT LINE Y DNA AM x 24' Y x Ms Fl.EX cosiECTOR 68 WITH 3' SECONDARY CONTAINMENT PIPE TO VENT RISER CONTAINMENT BOX ENTRY BOOT FITTING PREMIUM TANK 42 ENTRY BOOT FITTING 43 ENTRY BST FITTING 43 o Vet -ROOT VACUUM SENSOR ASSEMBLY 171 REGULAR UNLEADED TANK (MOTE: 3-WAY BALL VALVE LOCATED AT SECTI TEST BOOT ASSEMBLY G IL TEST BOOT REDUCER 47 48 TEST BOOT REDUCER 48 FLOAT SENSOR) SENSOR MOUNTING KIT 152 TANK COLLAR VENT LINE FLEX CONNECTOR 67 RISER 154SUMPSENSOR LOCATED AT LOWEST POINT FILL DROP TUBE 64 SUMP SENSOR 154 (PROPERLY SECURED) 2' BELL x MALE NPT ADAPTER ( PROPERLY SECURED) VACUUM CONNECTION TO DOUBLE WALL VAPOR RECOVERY HEADER 3"x2" DOUBLE TAP BUSHING VACUUM TUBING (NOTE: 2 ONLY AT REG. UNLEADED FOR FROM VACUUM SENSOR ASSEMBLY. ONLY AT REGULAR UNLEADED TANK VAPOR RECOVERY HEADER) SECTION EXTRACTOR FITTING 61 OR 62 DOUBLE WALL PORTION OF TURBINE AND FILL SUMPS STRIKER PLATES (TYP. UNDER ALL OPENINGS) BY TANK MANUFACTURER o O 3"x2" DOUBLE TAP BUSHING MUST EXTEND TO BASE OF CONCRETE SLAB. TANK LEVEL MAGNETIC PROBE SET AT 90% CAPACITY FOR (ONLY @ PREMIUM PRODUCT) OVERFILL PROTECTION BALL FLOAT VENT/ VAPOR VALVE SET 63 F' 6 AT 95% CAPACITY F— DELI— B.DNI6j16 5 TLM, FILL AND VENTNAPOR MANWAY (BALL FLOAT) - REGULAR S PREMIUM UNLEADED Q NO SCALE 7 TURNNE SUMI NO SCALE JUNCTION BOX 1EXPLOSION PROOF t o A W ' A 20o k R. t S 4w EAw a 0 G•) M E- q O O CQ a a 9p°i•i ai.aiS3ICI:: C r1V,. T m ff E u a sla ;a!lasl,sis..,•• _y ili'ia`iis'si:iaii:3 i : •.. . a a 0 C I•-I I I I I 1 PRODUCT PRODUCT DESIGNATION ( 16 CU. INCH MIN.) a¢!!!!llaaa.aa• • • •_ • •• CONCRETE SLAB GE 18"O MANHOLE SECURED LID 7O SIN T HYDROSTATIC 9a= INSTALLATION. ASPHALT PAVING PRODUCT PIPING (TYP.) REGULAR UNLEADED WHITE CIRCLE WITH BLACK CROSS 1• TURN OFF MO TO THE CONSOLE BASE MATERIAL 2 RISER CAP INSTALLATION RISER PIPE CAP 156 VAPOR LINE PIPING W/ A iF YOU HAVE THE PLASTIC RISER CAP KIT SECONDARY CONTAINMENT PLACE THE CORD GRiP BUSHING INM EITHER OF THE THREADED FITTINGS IN THE - 1'IASMC CAP AND SCREW THE CORD GRIP NUT OVER THE BUSHING. WITH THE NUT PREMIUM UNLEADED RED CIRCLE WITH WHITE CROSS LOOSE, PUSH THE END OF THE SENSOR CABLE THROUGH THE CORD GRIP — DON'T °P fit311TfN itilr: CABLE CORD Oro(' AT •rrrs n1,lE. !'tAtx= THE QAP nr THE ro9m AND FOR P RMiT IS r Cf iGW 71 SIT rJP GWALY Q1tTQ iiGASKET 11R 4iitiFAA ii FlTiWR AEI 7L1F SCOTT FAZEKAS $ASS E5,1 d til$fR CAP. BY DATE VENT TUBE a ©, These plans have been reviewr- I rIPYOUHAVETHEMETALRISERCAPANDVENTTUBEaPPiicabe n ecodesandord, DIESEL SOLID YELLOW INSTALL THE VENT TUBE INTO ONE OF THE CORD GRIPS IN THE METAL RISER CAP hereby g,ar red to issue a bu .e., Autn 1 at r, is o z AND TIGHTEN' THE CORD GRIP. LOOSEN THE OTHER CORD GRP AND PUSH THE approval by a -1 applicable City e 9 Perm t e 1" CONDUIT FROM J-BQX iN FILL MANWAY s` SENSOR CABLE THROUGH IT - DON'T TIGHTEN THE CABLE CORD GRIP AT THIS TIME. ty 9 cies. . z $ The is or grantin W T} INSIDE THE PIPE approval of these plans shalt o bemcor , a a on 4' FIBERGLASS REINFORCED PIPE (FRP) PLACE THE CAP W TIRE RISER AND SNAP DO I THE CAP LEVER TO SEAT THE permit or approve t u to 3. INSTALL THE CORD GRRIP FROM THE SENSOR INSTALL KIT INTO THE FIELD JUNCTION codes or ordinance. violation the li ble i VAPOR RECOVERY SOLID ORANGE BOX, PUSH THE VISOR CABLE INTO THE JUNCTION BOX THROUGH THE CORD GRIP. codes shall violate or an he pro S51oe`j give 1 CONDUIT HOME RUN FOR MONITtTIi1NG z w PEA (RAVEL TO USING THE CONSOLE CABLE AS SHOWN IN FIGURE & TIGHTEN CORD GRIP. CABLE Ind. 1/2" m 4. SEAL WIRE NUTS WITH EPDXY SEALANT. BRINE LEVEL 6-1/2- 6-1/20 6-1 /2" 6--1 /2" 6 -1 /2' 5. TURN ON POWER TO THE CONSOLE. MIN. MIN. MiN. -. 06- 1/21, MIN. q MIN. CLEAR CLEAR CLEAR CLEAR CLEAR 6. WNTIH THE SET`1SOR RESTING ON THE TOP OF THE TANK, MARK THE CABLE POSITION AT — — — — — — SINGLE–POINT HYDROSTATIC 1SGt 156 THE RISER CAP KITH A PIECE OF TAPE NOTE; 7. PULL THE SENSOR LIP UNTIL IT TRIGGERS AN ALARM'' ON THE CONSOLE MARK THE 1. GENERAL CONTRACTOR SHALL PAINT EACH PRODUCT DESIGNATION CABLE P06[M AT THE TOP OF THE CAP WITH A PIECE OF TAPE. ,... --- BRINE RESERVOIR mm AS INDICATED ABOVE. & LOOM THE SENSOR UMM THE RISER CAP iS HALFWAY BETWEEN THE TAPED DARKS ON 1. USE PIPE SUPPORT EVERY 8!--tY O.C. 2 GENERAL rnki"I'DAf-TMR SHALL PAINT THE INTERS1111A1 AND THE CABLE aster Z it CO) d• Q ._ W J Lu Lu auk U. N TURBINE MANWAY LID FRAZEE X283 "MACHINE GRAY". 9. SECURE THE SENSOR IN POSITION BY TIGHTENING THE CABLE CORD GRIP W THE CAP. DOUBLE WALL TANK IORANMG NLRll5fR F— OEA.- 9Dwbj) F— OEIL- 7.D1lGjt F— OEIL- 8.O1Ntijl NO SCALE 8 PIPE TREK W DETAIL No scALE 10 PAINTING NOTES 11 ANNULAR SPADE MONITOR 3 . 0 a izzN V V Mw Z _ J QQ 1.i. a MMQZ TURBINE MANWAY LID FRAZEE X283 "MACHINE GRAY". 9. SECURE THE SENSOR IN POSITION BY TIGHTENING THE CABLE CORD GRIP W THE CAP. DOUBLE WALL TANK IORANMG NLRll5fR F— OEA.- 9Dwbj) F— OEIL- 7.D1lGjt F— OEIL- 8.O1Ntijl NO SCALE 8 PIPE TREK W DETAIL No scALE 10 PAINTING NOTES 11 ANNULAR SPADE MONITOR 3 . 0 1 h DOUBLEWALL 42" DIA. F.R.P. CONTAINMENT SUMP 9 J 36" MULTIPORT MANHOLE 60 m RISER G.C. SHALL PAINT THE FILL AND TANK LEVEL MAGNETIC PROBE W/ MOTORING CAP AND VENT PER DETAIL 1O/F3.0 AND REMAINING UDS - FRAZEE #283 ' 0 ADAPTOR 149 150 161 JUNCTION BOX EXPLOSION PROOF • •• OF TAW (16 CU. INCH MIN.) " MACHINE GRAY" 2 "x 1 =0"x 1' -0" STYROFOAM OBSERVATION PORT PRESSURE VACUUM p s g 1" CONDUIT LOOPED TO 2' FIBERGLASS VALVE VENT CAP T ' J-ElOX IN TURBINE MANWAY d + 9.5 4 OV p 0 ° ©q °Pd PRODUCT LINE (DO NOT PAINT) $ s 1' CONDUIT LOOPED TO J-BOX IN INTERSTITIAL \ Q p °p d0 °0° ENTRY BOOT FI T TTNG 045 d0 °0 p °0 °p° E UPDRAFT 1,1:"tT 91 g at m € MANWAY 0 4 4 4 0 0 CAP (D0 NOT PAINT) bppp gQ 044Q0800 TO TANK I \ 3 45 CLAMSHELL ELBOWd00Cit"y d 11 II EXTRACTOR FITTING 62 Oa0 °0° PO 0° °4 °0 °0ETLLp Opp QQ °p° - J- SEALED 1111TH GLUE g low ENTRY BOOT FITTING 45 II _ ' _ 4 04 dQO -® -- 0 0 0 p 0-&0 -•-- APPROX. 4" II II SUMP SENSOR 154 t 00 4 0 3' FIBERGLASS SECONDARY VENT LINE FLEX CONNECTOR 67 II p - q4_ p _ _4 pb Q CONTWMENT ENTRY BOOT FITTING 43 0 P704;0-0-0- 0 0 p 6 p 0 0 0 4 q 0 7 6.0 FOR E . n d d d ° REFER TO DETAIL 0 °0 °040 °0 °0° /F w S 204p°0 °p °4 °0ap °0 °p °0 °0 d0 CONTINUATION . p0p0p0g0Q0g0q0p0q4qdQ2F.R.P. W/ 3 SECONDARY p i W o TEST BOOT REDUCER Q CONTAINMENT CROSSOVER LINE TO 0 °0 °(p 0 °0 °0 °0 40 °0 °0 Q a- . a :n pUYdpG7pG7•p °pLtipO• 'I Qr 4r N N TURBINE MANWAY FOR VAC TUBING 0p0 °44Oa Op ::> 3' CLAMSHELL. SLEEVE 1MTH FASTEN VENT RISERS H c o W{NG NUTS AND SEALED WITH SECURELY TO FRAME ENTRY BOOT FITTING 43 GLUE O VACUUM CONNECTION TO 3" x 3' x 3' CLAMSHEI.I.. TEE WITH WING NUT AND SEALED x H w DOUBLE WALL VENT LINE FROM UTH GLUE w O 2' F.R.P. W 3" SECONDARY CONTAINMENT y VACUUM SENSOR ASSEMBLY T4' VIEW N.T.S. VENT LINE TO VENT RISER CONTAINMENT BOX 2' DIAL BLACK IRON PIPES, vii PRMED AND PAINTED WHITE a SPENSERTODISPENSER ' • • ' . . TO BY G.C. " +• "• °*i:° a;,':_• ;:::. a Sr MULTIPORT MANHOLE 41W z BRAVO RACK SYSTEM TANK LEVEL MAGNETIC PROBE W/ MOTORING CAP AND 149 150 161 RUBBER CAP CENTRALIZERS- SPACED PER .Y o °' ADAPTOR MANUFACTURERS SPECIFICATIONS ( TYP. ) 4' FILL ADAPTER AND 4' FILL TOP SEAL CAP 55 56 2e o o BRINE RESERVIOR (NOTE. SHOWN FOR CLARITY - EXACT LOCATION! IN UPPER PORTION OF SUMP PER : ,- : • • ' : a: '. M a.. V MANUFACTURERS SPECIFICATION) ' a . ...,.• ..... , •• ..,. •;,.•. •. ' •• . ' , .. : •.: •'.. ..•. °! : '• ° . JUNCTION BOX EXPLOSION PROOF MINI HYDROSTATIC SENSOR 155 ° '.. A. j( 16 CU. INCH MIN.) CIDR 2 d9 PTA GRAVEL BACKFlLL ELECTRICAL SEAL. OFF EXPLOSION "' e 2" x 1' -D" x 1' -0" STYROFOAM PROOF FILL - — ENTRY BOOT FITTING (TYP. 2) SPILL CONTAINER FILL) I I 1" CONDUIT LOOPED TO J-BOX IN TURBINE MANWAY •• BUSH ENTRY BOOT FITTING O Il 3" 45' SECONDARY CONTAINMENT 2' FIBERGLASS a:. ' r .•r saw, 16aeS0 a ao s scsass W. I 4 SCH• 40 RISER CLAMSHELL ELBOW, SECURED WITH WING PRODUCT LINE I NUTS AND SEALED %VM GLUE i r\ •v1 " CONDUIT LOOPED TO J—BOX IN INTERSTITIAL MANWAY 2" F.R.P. W/ 3 SECONDARY CONTAINMENT CROSSOVER LINE TO TURBINE MANWAY FOR VAC TUBING SECONDARY o CONCRETE PAD PLUG CAP O 2" FIBERGLASS PRODUCT LINE / /\ Q (% © \ \ / \ \\ h 3ENTRYBOOTFITTING43CONTAINMENT80XOA5'S1 BLY, SEE DETAIL 11/F3.1 I I 11 1 /// // SEE DETAIL / DOUBL.EWALL 42 DIA. FIBERGLASS SUMP RISER G) 2- F.R.P. W / 3' SECONDARY CONTAINMENT VENT LINE TO DISPENSER g TO VENT RISER CONTAINMENT BOX TANK COLLAR ENTRY BOOT FITTING 3' FIBERGLASS SECONDARY TEST BOOT REDUCER CONTAINMENT PIPE Lj 2 3 1 hIEL W° Q FILL DROP TUBE — VENT LINE FLEX CONNECTOR 67 1. TOP OF VENT RISERS SHALT. HAVE A 5' -0' MINIMUM CLEARANCE FROM CHIMNEY. ROOF, DOORS, AND WINDOW OPENING. SUMP VISOR 154 (IROPERLY SECURED) 3 x 3" x 3' SECONDARY CONTAJNmMT tt 2- GENERAL CONTRACTOR SHALL. FURNISH AND INSTALL ALL BLACK IRON PIPING ANDCLAMSHMILTEE. SECURED W 7H OG NUT .., 3'x2" DOUBLE TAP BUSHING AND SEALED WITH GLUE' " ssa "s3' °• SECTI EXTRACTOR FITTING 62 STRIKER PLATES (TYP. UNDER ALL OPENINGS) BY TANK MANUFACTURER BALL FLOAT VENT/ VAPOR VALVE SET TANK LEVEL MAGNETIC PROBE SET AT 9OX CAPACITY FOR AT 95X CAPACITY PROTECTION 5 TLM, FILL AND VENTNAPOR MANWAY (BALL FLOAT) - DIESEL NO SCALE % PRODUCT PIPING AND ATTACHMENT DETAILS NO SCALE $ 'VENT RISER /SgEMBLY DETAL NO SCALE all Q 31g" PLUG a° : = =I :.. _.. , .• •; 2'0 BLACK IRON VENT RISER ' 1=' ?6:ji: =:•:: 3" F.R.P. PIPE (TYP.) W /4" 3/eX3/8" DOUBLE TAP BUSH64G F.R.P. SECONDARY CONTAINMENT VAPOR RETURN). &' IRON 01r 1/2" MINIMUM 2'x314' DOUBLE TAP BUS" CLEARANCE BETWEEN YO BLACK IRON VENT RM S CLAM SHELL FITTING BOLTS HOLD FITTING TOGETHER BLACK IRON 90' ELI - WHILE RESIN CURES - O N BRINE RESERVIOR (NOTE' SHOWN FOR CLARITY EXACT 2'4 BLACK RON PIPE ° D ° LOCATION IN UPPER PORTION OF SUMP PER °. ' . o .. D .. ® Y SECONDARY PIPE MANUFACTURERS STCIFICATKN) 1" MAX it Z 2"0 STEEL. COUPLER o ° > > O FINISH ° W GRADE/PAVEMENT c ° JUNCTION BOX EXPLOSION PROOF ° . p LAS611 - 3" F.R.P. 45' ELL a \ /\ / , (1&1: Ws1I 1iINJ <"_`_T "_ °`"TT_° MIN 6 / r p g4V 444 4 44444 ° MINIMUM INSERTION OF PLY ADHESIVE TO FLANGE 0 ©-- - - y ° ° Z "J a N• 3 F.R.P. NIPPLE CONTAINMENT PIPE INTO MINI HYDROSTATIC SENSOR 155 O - •_. 4 4 0 4 Q 4 9 4 4 4 4 4 4¢ = O? CONTAINMENT FITTING 2'!F x 18" 11xM FLEXIBLE CONNECTOR 92 ° • • - • o ' e s 4a4 440 Op0¢b•0 (1. 3 F.R.P. TEE : u Z CO REQUIRED ELETRICAL SEAL OFF EXPLOSI O a 6' THICK x 12" MIN. -- PROOF SENSOR MOUNTING 'KIT 152 ° ." ° : CONCRETE PAD AROUND O ... W p I I. ) I I I. > 3" F.R.P. PIPE (TYP.) - 3/4" CONDUIT HOME RUN FOR I SUMP SENSOR 153 (PROPERLY SECURED) AW' OVED e: I I ° • ( I ° I I ° ' ° TRANSITION SUMP LU Z L1j FO PERMIT 1,9SHAN ° MONITORING SCOTT WEINAS & ASSOCIA7 S, NC. C 2" PRIMARY PIPE TO BE ENTRY BOOT FITTING 2' BELL x 'MALE NPT ADAPTER f3Y M JJ TESTED PRIOR TO DATE These +,;n¢ have been reviewed for adherence to the Nappi'cat' ,- (-,(jes and ordinance Au'r, )r,zation is NOT SEALING SECONDARY 2" 0 F.R.P. LINE W/ r SECONDARY 70T BOOT REDUCER 95 h e re t: y a ' • .: to issue a building1. SLOPE PIPING TOWARDS PIPE CONTAINMENT, SLOPE 1/4' BACK TO TANK appro• -1' t,> fi+ appiicable City agenc' ieSpermit pending UNDERGROUND FUEL STORAGE TANKS AT 1/4" PER FOOT MINIMUM. ENTRY BOOT FITTING The issuance or granting of a permit based on ppruve any violation of the applicable apvrn d1 jf these plans shall not be construed toperrr,i or a IgT cc1T1T ;1MIN; ;.• .: 2. ALL CROSS OVER PIPING TO BE codes or ordirance. No aia i6ciaaiaia.i °.•:.. permit presumed to ive1. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL BU1GC IRON PIPING AND FlITWGS: authority to vio: -'e or cancel gceltheMADEWITHTEE (OR 90 ELL), e provisions of such NJMMR SHORT NIPPLE AND 45' ELL. Z. GE ERAL CONTRACTOR SfULl. FURNISH AND INSTALL T (2) PAD LOCKS FOR BOX L. codes snail be .alga. CRA IiNG F— O iL— IOA t,) F-MI - 114MOG NO SCALE 9 PIPING C U)SSt'?VER DETAIL NO SCALE 10 CONTAINMENT FITTING DETAIL NO SCALE 11 DOUN"ALL VENT CONTi1IIIINMENT" DETAIL o o io io o c 1 1/2" DIAMETER PIPE PJSER DISPENSER STABILIZER BAR DRIVE SLAB z a TOP OF GRADE DOUBLO... o DISPENSER SUMP. 102 GASOLINE DQ103 Q DIESEL D FLEX CONNECTOR Q08 SENSOR MOUNTING KIT 152 3) 1" CONDUITS POWER, MONITORING FUTURE SPARE. 1) 3/4" CONDUITS VIDEO & DATA LA ENTRY BOOT 45 46 II FITIING 1 V ' 1 1,• i 1 1 / 1; r 1' IA `+ A`1' w N I jar t •.u- ,/.{--- i i. im_•_ qxqI Jir.ll w i il I'" "III I-' BSI I ` 11{tii I!. Lg ;I'JI I I •.;E.IL ,Gt III f I'2F ims I fONI, 1 In 2 J r FIBERGLASS REINFORCED MR CLARITY - SECONDARY CONTAINMENT PIPE LINES WITH 3" 2• STREET TEE, DOUBLE TAP BUSHING AND PLUG 4" TO SLOPE 1 / TO LOW SECONDARY CONTAWMENT TO ONLY IN DISPENSER CLOSEST TO TANKS, VERIFY SUMP SENSOR SLOPE 1/4' TANK WTTH FUEL PIPING LAYOUT PLAN GRADE TANK. PROPERLY SECURED) (SHT. FS1.0) F- OE7L- 17.0'" F- CM-1111111D+Io PRODUCT PIPING DETAIL Q GIL&AIM DISPIENSER 1/r = f —d" O VAPORREWVMY PIPING DETAIL Q D031ENSER Wl TEE DRIVE SLAB zLU o 1 1/2" = r -0" 1" STREET 90• W/ VO NPT NIPPLE & UNION (SUPPLIED BY CONTRACTOR) TO BE CONNECTED W/ DISPENSER SEAL BOTTOM OF DISPENSER WITH SILICONE I HOSE & t NOZZLE & t & NQM- 1. DISPENSERS SHOW HAVE A TOP HOSE FOUNT. Z PRODUCT PIPING (HARD) MUST ALWAYS PENETRATE THE DISPENSER SUMP FROM THE OPPOSITE SIDE OF THE ELECTRICAL CONDUITS. F- DM- 11&0* QDISPENSER ELEVATION 125 DISPENSER HOSE - WHIP) 926 HOSE BREAKAWAN 124 DISPENSER HOSE 121 DISPENSER NOZZL wM 1. DISPENSERS SHOWN HAVE A TOP HOSE MOUNT. 2. PRODUCT PIPING ( HARD) MUST ALWAYS PENETRATE THE DISPENSER SUMP FROM THE 09MSTE SIDE OF THE ELECTRICAL CONDUITS. F- 0M- 15B.DW*4 8 DISPENSM ELEVATION (DIESEL) D p D a. STABILIZER BAR D I= CONNECTOR 108 2" BELL. x MALE I NPT ADAPTER DOUBLEWALL I TEST BOOT REDUCER t DISPENSER BOX 102 GASOLINE ENTRY BOOT FITTING 103 DIESEL I — NOTE 1. CONDUIT & SENSOR NOT SHOWN IN THIS VIEW r FIBERGLASS REINFORCED FOR qARn PIPE LINES WITH -V 2. STREET TEE, DOUBLE TAP BUSHING AND PLUG SECONDARY CONTAINMENT ONLY IN DISPENSER CLOSEST TO TANKS, VERIFY TO SLOPE 1/4" TO LOW LOCATION WITH FUE1 PIPItw LAYOUT PLAN GRADE TANK SHT. FS1.0) oEa -tamp 1/2" = 11-0' VAPOR RECOVERY PIPING DETAIL 0 DISPENSER SIDE'S" (PRODUCT AND VAPOR PIPING SIDE) 40 9/16" 20 1/4" 36 5/8" CONDUIT FOR 28 3/4" POWER AND 2 183/8- HOSE (WHIP) 117 W 9 7/16" WAWAY 115 i I HOSE 116 0 AP R VE FOI PEAl I AtNOZZLE SCOTT FA EKAK, & Cl M O N C1.1 r- BY DATE These plans have t en I ,viewe for ad e applicab't- ,odes nd rdinan .e Adh hereby gra•'Pa to issu a bui ding part i; 1pp pproval by ail appl able City ag ncies. The issuance or ran ling o approval of these la shall not be c 1 1/2" = f -0" 4 13/16"x1 -7/16 ANCHOR BOLT SLOTS o-- 1" CONDUIT FOR STHERNET OR IFSF (WHEN REQUIRED) i-1 -1/2" LOW PRODUCT INLET COUPLING 1 -1/2" HIGH PRODUCT INLET COUPLING perrnit or approve anymioiallOn OT I le ppi; e codes or ord{nanc . No permit presumed-ti1/ JINGO --j i 11/16" 1" NPT VAPOR authority to vJ;ola'e or cancel the provisionl INLET g. COUPLING Codes shall be valid. 9 3/8" N-QM. 1. CONTRACTOR TO FIELD VERIFY DISPENSER BASE DIMENSIONS. SIDE "A" (CONDUIT SIDE) 2 PRODUCT ORDER SHOWN IS TYPICAL, NO OTHER VARIATIONS ARE ACCEPTABLE. F-01M a VAP 1/2'= 1' -O* DISPENSER LASE - GILLARCO 1 1/2" = 1, -O" h Q ^ o ^ C 01 O m O U iL U' 3 l33 g•13eia:8 a::•: . c aj p I,- . N} e•::i5:9:a...........• ; h rA ryH wco z q o 014 PQ COCq Ialeilii :5ilsa.a • . •. -. . P r caE U4 E G co w r e m i;i ig ir.3; a;•' o d b e Q als;:: I as.: • . •r. . 0 s Z 0 M0O. I0 C3 it p xzu w J 0 Cr CO j C1C z o Z w Z co a —W Z gw W r CL cr) LO s ieiiu3ii liii.i a: •. =: . URA`t NG NML R F4.0 r w N I s 1 1/2" = f -0" 4 13/16"x1 -7/16 ANCHOR BOLT SLOTS o-- 1" CONDUIT FOR STHERNET OR IFSF (WHEN REQUIRED) i-1 -1/2" LOW PRODUCT INLET COUPLING 1 -1/2" HIGH PRODUCT INLET COUPLING perrnit or approve anymioiallOn OT I le ppi; e codes or ord{nanc . No permit presumed-ti1/ JINGO --j i 11/16" 1" NPT VAPOR authority to vJ;ola'e or cancel the provisionl INLET g. COUPLING Codes shall be valid. 9 3/8" N-QM. 1. CONTRACTOR TO FIELD VERIFY DISPENSER BASE DIMENSIONS. SIDE "A" (CONDUIT SIDE) 2 PRODUCT ORDER SHOWN IS TYPICAL, NO OTHER VARIATIONS ARE ACCEPTABLE. F-01M a VAP 1/2'= 1' -O* DISPENSER LASE - GILLARCO 1 1/2" = 1, -O" h Q ^ o ^ C 01 O m O U iL U' 3 l33 g•13eia:8 a::•: . c aj p I,- . N} e•::i5:9:a...........• ; h rA ryH wco z q o 014 PQ COCq Ialeilii :5ilsa.a • . •. -. . P r caE U4 E G co w r e m i;i ig ir.3; a;•' o d b e Q als;:: I as.: • . •r. . 0 s Z 0 M0O. I0 C3 it p xzu w J 0 Cr COj C1C z o Z w Z co a —W Z gw W r CL cr) LO s ieiiu3ii liii.i a: •. =: . URA`t NG NML R F4.0 k _ INSTALLATION A SIMPLIFIED VEEDER --ROOT VACUUM SENSOR SYSTEM INSTALLATIONSING WHI N SS SOMWN lei GURE IN 2. A SEPARATE MOUNTING VS) AND VAC FLOAT (VF) MODULES ARE ASSEMBLED BRACKET (SEE FIGURE 2) IS EASILY ATTACHED TO THE Sal OLD FOR THE VATHE ENASOR SYSTEM. FINAL VACUUM APPROXIMATELY 12 INCHES OF CLEARANCE IS REQUIRED BELOW THE PUMP CONNECTIONS ARE MADE ONCE THE HOUSING DOUBLE ALL PRODUCT LINEA Ile DOUBLE WALL, VENT LINE MELD WIRING At OF THE DOUBLE WALE.. VAPOR RETURN UNIT, CONNECTIONS OF THE VAC SENSOR SYSTEM COMPONENTS ARE SEALED IN A SUMP JUNCTION' Box (is). EPDXY SEAT. PER NFPA SPEC. DUAL WEATHERPR JUNCTION BOXES WIRIN ENTRIESES DOUBLEI(NALL TA PRODUCT LINE VACUUM RTnNG ASSIwWLY BRACKETED TO RISER FIGURE I. - EXAMPLE OF FOUR VACUUM SENSOR ASSEMBLY VATH TANK INTERSTITIAL SENSOR INSTALLATION sip __x VAC SENSOR HOUSING TENSION CLAMP SUPPORT BRACKET RISER TANK FKM#RE 2. - VACUUM SENSOR ASSEMULY UMLKNVNi GET THE VAC SENSOR HOUSING SUPPORT PLACE EE CURVED CLAMP AROUND THE BACK OF THE MSEMOUNTING R AND HOOK THE FOUR THE BRACKET AGAINST THE SIP RIM- NOTCHES IN THE CLAMP OVER THE FOUR BARBSINCHESINABOVE THE SUMP AND HAND IGH194 THE TE14SItNN ADJUST KNOBTHEBoTrOlvtOFBRACKET18ATLEAST12NCH ON THE BACK OF THE CLAMP UNTIL THE ASSEMBLY IS SECUIF. TENSION ADJUST KNOB ( 4)_- POSITION FIGURE 3. -- ATTACHING VAC SENSOR HOUSING SUPPORT BRACKET 1. NEXT, GET THE VAC SENSOR CABLES (WITH CONNECTORS L13 ON END) N THE VAC SSENSOR ACOVMATTACH CCOiL EACH OF VAC EACH CABLE TO EACH OF THE VAC SENSOR PORTS LABELED FLOAT CABLES. NOTICE THAT EACH VAC SENSOR, EXCEPT THE ONE FOR THE TANK INTERSTICE, HAS A SHORT PIECE R OF TUBING CONNECTING IT TO A VAC FLOAT BENEATH IT (FIGURE 4). A VAC SENSIDR/VAC FLOAT TUBING CONNECTED PAN MUST BE VARED TOGETHER IN THE JUNCTION BOX. 2, USE A FELT PEN AND WRITE ON THE TOP OF THE p PRODUCT LINE AND V -VAPOR LINE. NOTE: THERE IS RS BELOW WILI- BE ATTACHED (SEE FIGURE 5). FOR NO PARTICULAR ORDER. IF THE MARK YOU WROTE ON THE HOUSING OVER FIRST R GTH ©RLOCATE AND CABLE ENDS OF THIS VAC SENSOR OF FLOAT PAIR, TAPE 7" AT THEIR ENDS, AND TAG THE END OF' THIS CABLE PAIR 'P' OR *PRODUCT LINE VAC S N54R°`. REPEAT THIS TAPING AND TAGGING FOR EACH OF THE VAC SSENSOR/VAC; FLOAT PAIRS. PRODUCT I VENT LINE LINE PRODUCT VAPOR VENT LINE LINE LINE TMIKikI RE000IRUNIF.M Uj- 1AW02 D FIGURE 4. — IDMFMG VAC SENSOR/VAC FLOAT PARIS PRODUCT VE LINE I U 1 IST"NG VAG I - MUMPIM un II V .wry. ..t.•• -• • ROUTE ALL OF THE CABLES THROUGH THE OPENING IN THE MOUNTINGHOUSING INTO THE FOUR SLOTS I% TIC BRACKET (SEE THE BRACKET BY PUSHING THE FOUR HOOKS ON THE REAR OF THE FIGURE 5). y VAC SENSOR VAC SENSOR DEVISE HOUSING CONNECTION GUIDE USE FELT PEN) _ — — — — --- -- -- -- C. O O VAC SENSOR o --1 L VAC SENSOR VAC FLOAT ---w' ROUTE THROUGH OPENING T IN BACK OF BRACKET BRACKET FIGURE 5. - ATTACHING VAC SENSOR HOUSING TO SUPPORT BRACKET VACUUM CONNE CInONS VVI" i°HIN SUMP: VACUUM COW4ECTaS TO A DOUBLE WALL PROM= UNE 1. GET A 3-WAY VALVE, 1/r NPT CLOSE NIPPLE, I/4" NPT/BARBED ADAP'M1FR AM SPRING 'CLAMP FROM THE VAC SENSOR INSTALL. KIT. 2. APPLY AN ADEQUATE AMOUNT OF FRESH, UL CLASSIFIED FORNPT CLOSE , NO AND THREAD SEALANT WEIN AFTER PORT IN REFERRED TO AS SEA f.ANi) M THE THREADS OF THE / THE VACUUM TERMiNATIOrt FITTING OF THE PRODUCT (FIGURE 6). APPLY OiIIEAiiID AST IN B° 'Y T AND SCREW ON THE 3-WAY VALVE, NOTE TIME W TO THE THREADED END OF THE 1/4" NPT/BARBED ADAPTER AND SCREW R INTO THE SIDE PORT OF THE 3-WAY V i 33. GET THE 1/4' ID TUBING FROM THE INSTALL KIT AND MEASURE A PIECE THAT WILL. CONNECT THE 3-WAY VALVE TO BARBED TUBING NIPPLE ID THE PAC FLOAT IT OR 7) THAT IS CONNECTED TO THE VAC SENSOR LAMM IT: CUT AND WSTALL TNIS 7UNNG ' P4• ENDS ENOUGH TUBING TO AVOID SHARP BENDS IN IT KITH SPRING CLAMPS. VACUUM COIN :GTKM 1O A DOUBLE WALL VAPOR RETURN LINE REPEAT STEPS 1 -2 OF THE PRODUCT LINE CONNECTION NNSTRtCTIONS FOR THE VAPOR RETURN LINE CONNECTION, EXCEPT: INSTALL THE 1/4! NPT CLOSE NIPPLE IN THE VACUUM RETIIRN LINE BARBED ADAPTER RIND 'tT OTHER TO THE VAC CONNECT ONE END OF THE TUBING TO THE FLOAT THAT IS CONNECTED TO THE VAC SENSOR I..AMM "V". TO STP 1/4' NPT CLOSE NIPPLE 3-WAY BALL VALVE VENT PORT -1 lavrp DOUBLE WAIL PRODUCT LINE TO DISFENSERS DRT IN I. ACUUM LINE 1FRMINA11ON FITTING APPLY FRESH, UL CLASSIFIED FOR PETROLEUM, NON - SETTING THREAD SEALANT TO THREADS OF NIRU AND BARBED ADAPTER 1 /r W/ 11,C 10 TUBING TO VAC SPRING CLAMP 7;4 FLOAT FIM IL - WS7ALLWG CHECK VALVE AT PRODUCT LWE VACUUM TERMINATION FITTING ISOR CABLE PAIR TO J1A CnON BOX - BAI= ELBWD 1/4' ID TUBING TO PRODUCT VAC FLOAT LINE 3 -WAY VALVE FTQK 7. - CONNECTING VACUUM TUBING FROM PRODUCT LINE 3-WAY VALVE BARBED FITTING TO A VAC FLOAT APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These Mans have been reviewed for adherence to the apphcable codes and ordinance Awt )r`rization is herebv y, ..,•,, to issue a building permit pending approval t,, vii applicable City agencies. The issuance or granting of a permit based on approval o' these plans shall not be con-,, -ued to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to vioiate or c,iw- e the provisions of such codes shall be va ;, j v ry i^ 9 I IT j, cam., a 6 o w 4 8 BAS 9ba$ u63 04 zgaa u1 s Cq 9 a i i.I = t °rf •rw C E F Ul hh dlliiBi #9g #i :I : •r: •. i 4 { a O i 0W.V) 21 n 0 W 3 0 w 0 William zxO_ z w CO) r co w N 0 DRANMG N tAm AM s it vii • % a ,,.i -s> .. VACUUM CONNECTIONS TO SIPHON PORT OF THE PUMP 1. GET THE 1/4" NPT/BARBED ADAPTER FROM THE MOUNTING KIT. APPLY SEALANT TO THE THREADS OF THE FITTING AND SCREW IT INTO THE SIP SIPHON PORT (SEE FIGURE 10). Z MEASURE A LENGTH OF 1/4" ID TUBING TO CONNECT 1/4" ID BARBED TUBING FITTING IN THE SIPHON CARTRIDGE PORT AND THE VACUUM INPUT TEE OF THE VAC SENSOR SYSTEM (SEE FIGURE 11). PLAN ENGXW TUBING TO AVOID SHARP BENDS IN IT OR STRETCHING IT. CUT AND INSTALL THIS TUBING AND SECURE TUBING ENDS WM1H SPRING "PS. CONNECTING FIELD'V IMG TO CON= E: 1. CONNECT EACH VAC SENSOR/VAC FLOAT PAIR AND THE VAC SENSOR / TANK INTERS7111AL FLOAT PAIR CABLES TO THE TLS CONSOLE SMART SENSOR / PRESS MODULE AS SHOWN IN FiGURE 14 NOTE: OBSERVE POLARITY 'WHEN MAKING CON NF.CTIONS. 2. W PROGRAMMING OF THE VACUUM SENSOR S1fS" IS PERFORMED FOUD*NG INSTRUCTIONS IN THE ILS --3XX SYSTEM WMUAL FROM PRROOOBBE TO CONSOLE Oft TRANSDUCER MAKE SURE THAT 1W - END OF CABLE SHEATHING ARE SUBMERGED W SEALANT TIE A RAP Ile NPT TO Ile BARBED ADAPTER a SPRING CLAMP 1/4!' ID TUBING CONNECTS TO WK NUTS VAC SENSOR VACUUM MANIFOLD INSTRUCTIONS: SIP CARTRIDGE NOTE: WREN TEMPERATURE IS BELOW 50F (10-C) KEEP' MIX THOROU{ILY TO A UNIFORM COLOR BY SQUEEZING RESIN IN A WARM PLACE PRIOR TO MIXING (EG., IN AN CONTENT'S BACK AND FORTH 25-•30 TIMES. INSIDE POCKET NEXT TO BODY) 5. SQUEEZE MIXED, 'WARM RESIN INTO ONE END OF BAG AND FIGURE 10. - ATTACHING 1/4" NYLON TUBING TO SNP SIPHON CARTRIDGE 1. OPEN EPDXY SEALANT PACKAGE, AND REMOVE RESIN PAK. CUTTOFF OTHER END. 2 HOLDING RESIN PACKET 807H ENDS, BEND PAK ALONG 6. SLOWLY INSERT WIRING CONNECTIONS INTO SEALING PACK LONG L,d, M UNTIL THEY FIT SNUGLY AGAINST THE OPPOSITE END. i 3 FIRMLY SQUEEZE THE RED SIDE OF THE RESIN. FORCING IT 7. TWAST OPEN END OF BAG ANN) USE iE WRAP TO CLOSE IT a THROLM THE CENTER SEAL AND INTO BLACK Ste. OFF AND POSITION THE NNE YNI'tAPPED END UP UNTIL THE RESIN !ELLS 1/4!' ID TUBING TO SIPHON PORT IN SIP fto CAMP FIGURE 11. - CONNECTING VACUUM TUBING FROM PUMP SIPHON PORT TO VAC SENSOR SYSTEM FIEWI WIC CONNECUM: 1. TIE WRAP THE LOOSE CABLES PAIRS INTO A S3NDLE GOING FROM THE VAC SENSOR HOUSING TO THE 8-ENTRY SUMP JUNCTION Box 2. GET NECESSARY CORD GRIP BUSHINGS FROM THE KITS - ONE FOR EACH EACH VAC SENSOR, VAC FLOAT AND THE TANK INTERSTITIAL SENSOR CABLE THAT WILL ENTER THE JUNCTION BOX IN THE SUMP. LOOSEN THE CORD GRIPS AND SCREW EAC3N ONE INTO THE JUNCTION BOX PGRTB. 3. PUSH THE FIRST VAC SENSOR/VAC FLOAT CABLE PAIR INTO ADJACENT CORD GRIPS (KEEP THE PAILS TOGETHER AS THE TWO CABLES WILL T1(PICALLY BE . WIRED TO ONE CABLE GOING TO THE ILS CONS04 MAKE SURE ALL OF THE CABLES TO THE CONSOLE ARE TAGGED (E.G., TANK 1 PRODUCT LINE, TANK 1 VAPOR LINE) TG? FACILITATE Ii S SETUP. 4. STRIP BACK THE LEADS OF ONE OF THE CABLES FROM THE TLS CONSOLE 318". STRIP BACK THE LEADS OF THE VAC SENSOR/VAC: FLOAT PAIRS 3/8". USING WIRE NUTS FROM THE NUTS ATTACH THE WARES AS PER THE DIAGRAM IN FIGURE 12. NOTE: THE VAC SENSOR CABLE HAS THREE WARES AND THE VAC FLOAT CABLE HAS TWO *RES. SEAL WIRE NUTS WITH EPDXY SEALANT FOLLOWING THE INSTRUCTIONS IN FIGURE 13. NOTE THE ILLUSTRATION SHOWS ONLY TWO CABLES IN THE PAW, BUT IN THIS CASE, ALL THREE CABLES MUST BE SUWERGED AS PER THE ILLUSTRATION. 6. CONNECT THE REMAINING VAC SENSOR/VAC FLOAT PAIRS AND THE VAC SENSOR/TANK FLOAT PAIR AS DISCUSSED ABOVE, SEALING EACH. SET OF WIRES IN EPDXY SEALANT PACKS. EPDXY SEALANT PAK VAC WIRE NUT (3) SENSOR WrIITE WHITE - BLACK TO SMART SENSOR INTERFACE MODULE RED BLACK ( +) RED I BLACK I VAC FLOAT TO INTERSTITIAL SENSOR FIGURE 12 - FIELD TIRING CONNECTIONS FIGURE 13. - EPDXY SEALING WRING CONNECTIONS O nnnnn:n T I II IT F MI M MAXIMUM OUIPUTRA 0.2 AMP L-l1 1 PRODUCT LINE + 5 SUMP NN1FJ -na VACINTERSTICEVAC + VAPOR RET LINE + - TANK WTERSTIKE VAC INTMRSM VAC - + FIGURE 14, - ATTACHING VAC smm TO SMART SENSOR/I'Pwm MODULE VAC" INTEGRITY TEST PRIOR TO FLUNG TANK THE PROCEDURE TO TEST THE INTEGRITY OF THE INTERSTITIAL SPACES WO NITORED BY "THE VEEDER ROOT VACUUM SENSOR SYSTEM IS DISCUSSED IN THIS SECTION. AN EXTERNAL, VACUUM SOURCE AND NECESSARY FITTINGS MUST BE SUPPLIED BY THE GENERAL CONTRACTOR. BMW BEGINNING THUS PROCEDURE ALL VACUUM SENSOR COMPONENTS IN THE SUMP MUST BE INSTALLED AS DESCRIBED IN THE VEEOER -ROOT MANUAL AND BE CONNECTED 1D THE SMART SENSOR MODULE IN 714E TLS CONSOLE. 1. SHUT OFF, TAG AND LOCK OUT P0%0 TD THE PUMP. 2. AT THE TLS CONSOLE. CMGURE EACH OF THE MONITORED VAC SENSORS IN THE SUMP (REF. TLS -M SETUP MANUAL). GO To THE SMART SENSOR DUG AND PLACE EACH OF 7HE MONWTORED VAC SENSORS IN EVAC HOLD (REF. 7L5-3XX TROUBLESHOOTING MANUAL). 3. AT TINE 3-WAY VALVE IN THE CAP OF THE TANKS INTERSTITIAL RISER, F"OVE YHE TUBING GOING TO THE VAC SENSOR FROM THE FITTING IN THE 3-WAY VALVE AND CONNECT THE EXTERNAL VACUUM SOURCE TO THE FITTING. VATH THE VALVE OPEN 10 THE EXTERNAL VACUUM' SOURCE, PULL A VACUUM DOWN TO -8 PSI, OR IF A RELIEF VALVE IS SENT, DOAW TO 'I PS ABOVE THE RELIEF VALVE'S +OPENING PREP (E.G. IF VALVE OPENS AT -7 PS, PULL THE VACUUM DOWN TO -6 PSI. 4, *" THE Dim VACUUM IS ATTAINED. CLOSE THE 3-WAY VALVE TO THE EXTERNAL SOURCE. REMOVE THE EXTERNALL, SOURCE FROM THE VALVE'S FITTING AND RECONNECT THE TUBING TO THE VAC SENSOR. OPEN THE VALVE 1D THE VAC SENSOR. a. IF NECESSARY. REPEAT THIS PROCEDURE FOR THE PRODUCT LINE'S INIERSMIAL SPACE, THE VAPOR LINE'S INTERSTITIAL SPACE AND THE VENT LINES INTERSTITIAL SPACE. 6. WITH ALL OF THE MONITORED INTERSTITIAL SPACE UNDER VACUUM. AT THE TLS CONSOLE. STOP THE EVAC HOID FOR EACH VAC SENSOR. WO A WQUM WAIT OF 12 MINUTF..B„ 'MONITOR THE LEAK RATE AND TIME TO NO VAC DISPLAY FOR EACH VAC Sa"a BOTH OF THESE DUC OSTICS ARE VWATORS OF WHETHER THE SYSTEM HAS A SIGNIFICANT VACUUM LEAK. AS A GENERAL GUIMNE, THE TIME TO NO VAC SHOULD NOT BE LESS THAN 8 HOURS (A TIME LESS THAN 2 HOURS VALL PRODUCE AN ALARM AND THE LEAK RATE SHOULD NOT EXCEED 5 GPH (A LEAK RATE IGREA7ER THAN 224 GPH WILL PRODUCE AN ALARM NONE THAT ON SYSTEMS 114TH SMALL VOLUMES, A LUX RATE WELL BELOW THE 224 GPH LIMIT MAY STILL CAUSE A TIME TD NO VAC ALARM. IF EITHER DIAGNOSTIC EXCEEDS THE GUIDELINE, THE SOURCE OF 7HE LEAK SHOULD BE CORRECTED BEFORE THE SYSTENyII IS STARTED UP. ONCE THE LEAK(S) IS CORRECTED, REPEAT STEPS 2-8. 7. WHEN THE W"TORED INTERSTITIAL SPACES UNDER VACUUM ARE WiMTHNN NORMAL OPERATING LIMITS AS DESCRIBED IN STEP 6, FILL THE TANNIC NT. ONCE THE TANK IS FULI. RESTORE POOIR TO THE PUMP. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance Awhorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such odes shall be valid. n a gig M all Ps Nipt 1pi Ili QCtit9t.iT •.. `•. E-4 w U5V c co Cq wv to a C w I~ liiiN':i:.: • . h•. . Q is 91111111 j 0 C44 J dftn ix M za m a0W J 0 Oyez z0Jww F5w 1 i D C D FLOAT CHECK VALVE OVWU PROTECTION PRESSURE VACUUM ` Is PIPE AIR BREATHER ASSEMBLY VALVE VENT CAP DO, NOT PAINT) 1 fff DIESEL UPDRAFT VENT CAP 1" BLADDER I I 00 NOT PAINT) O I FLAME ARRESTOR ASSEMBLY BAIL VALVE BLADDER SUPPORT ASSEMBLY VENT PIPES I I \ VAPOR LLJ cn AIR SYPHON TUBE o I I 400 GALLON BLADDER Q aBALLVALVE o 400 GALLON TANK,, 36" O.D. x gr LONG w 1" CONDENSATE DRAIN BALL VALVE—., t PLUG l TANK SLAB, SEE DETAIL 11/F6.0 f f I —I 11 -1III —I'IJ Ilf Ili III Ii1 II_. -_Ii _ = _ • NOTES: 1. ALL BALL VALVES TO HAVE PADLOCK FEATURE. 2. PASSIVE TANK PRESSURE CONTROL -- NO ELECTRICAL POWER REQUIRED. 8 3. ALL 1" PIPING SHALL BE GALVANIZED, FURNISHED AND F3.1 INSTALLED BY QC- 4. ALL BALL VALVES, FLOAT CHECK VALVE, AIR BREATHER ASSEMBLY AND BLABBER TANK SHALL BE FURNISHED BY OWNER AND INSTALLED BY G.C. S. ALL CLEAN AIR SEPARATOR COMPONENTS SHALL BE PRIMED AND PAINTED WHITE BY G.C. F-0 -rafts CLEAN Alit SEPARATOR NO SCALE CN h Q o m sxEsiip sisaa9a: ?:: ; •.:'• aaaa: =.iaiaaaai@—.•.ti . im agw mOQ. T 1 V :tG i<- 9ss os w ao, E-wrn 04 V1 to wd ap4m a U$ d m 8 in V rz m j:- I P IIIIII I-- IIIIII aa:# a ilia == 1 :. % ai ll Lt TANK & FOOTING APPROVED FOR PERMIT ISSUANCE a SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These c , ,; have been re for adherence to the V10-0 11/16" app t d d and o an e A,jt -Izatlon is Z ® MTYp } here: , . t, ro Issue a _ Ild . W mapprfwac , '401cable ity ag lespe:' It pending he , : , granti It z C4 5 /B" DIA. x 6 HILTI KW BOLT p, 9 of a per t ed on C3 a r.;v ; rr, -. e plans hall not be co.:_ to04' WBEDVENT YIN. permit (! ! j r r O a>. r- gyp• e any olation of the app bl _ /— 4 PLANS) (ICBO ER4627) o odes ;, , n a r c e p zyutholyid ,,F, ' ' Prmit resumed to giv c e s 1 f: ,he provisions of such V 314' CHAMFER FINISH GRADE : ' o V / 2" MAX.- 11/16 "+ i ® C) o -" ,.sz 0 3- CLR i _ z re 0.1W 3" CLR TYP. IWO < BASE p ieL. 11/16"0 4 HOLES ON V 32' DLk J LM 6) #4 EACH WAY TYP. 2'-0" 2' -0" CV SECTION TA SLAB BASE PLAN 'C'YPICAL HOLD .DOWN CLIP.- NK R CRITERIA NOTES - SOILSOIL BEARING = 1000 pet ADJ. 1. MIN. CONCRETE COMP STR T = 25 s SEISMIC ZONE 4 No=1.5 NF. i0N C 0.44W 2. MIN. RQ YIELD STRENGTH = F-oln 2.ot110s NO SCALE gyp 1 GLEANAIRTANKLownNIS SLA13 DETAILS , D A 3- ........ ... . .... .... . . i i H5P END51 d C1Q Q L t 0 i i 00 cz it z lJZ i:U1 r ZC: w Z' aWh Z RC 73 0. z00 w0C? CNI C\10 to OD 0 0OD 0) OD z C; J T .J X0,000rl*- 0 aCD r + d0 0:L LL Y v nn•srraom•ierrrr t 1j zq 0 REGULAR 0 APPROVED .}sHAMM/ FOR PERMIT ISSUANC 0 J SCOTT FAZEKAS & ASSOCIAT i, INC BY _ DATE These ; ans have bee i revs 0) pn.. appilr, od WPd for herer .e the t ordinance A t`lor ation isdtois, ue a bwldmg f ermlt pendingpprova ,in , , lica n S D P P E e City agencies. V hey 9r., SD or gra sting of a per it b sed onPpr`'vj t Irlese pla s shall not be cons; permit c approve ar violation of 1 e applicablecodesoordinance. e permit prey medauthorityroviola'e codes sh or anrei the prov ions TWO J w 0 a J 1 e C C a s UL 0 Z 0 Q L 0 1'. -- 0 I O n C I ...... Y v nn•srraom•ierrrr t 1j zq 0 REGULAR 0 APPROVED .}sHAMM/ FOR PERMIT ISSUANC 0 J SCOTT FAZEKAS & ASSOCIAT i, INC BY _ DATE These ; ans have bee i revs 0) pn.. appilr, od WPd for herer .e the t ordinance A t`lor ation isdtois, ue a bwldmg f ermlt pendingpprova ,in , , lica n S D P P E e City agencies. V hey 9r., SD or gra sting of a per it b sed onPpr`'vj t Irlese pla s shall not be cons; permit c approve ar violation of 1 e applicablecodesoordinance. e permit prey medauthorityroviola'e codes sh or anrei the prov ions S X n 6 3 V i; L 0D y n n n n y r n n 3 n 0 L V) n C 7 SANITATION NOTES 1. WATER FOR THIS FACILITY IS PROVIDED BY EVMWD 2. SEWER FOR THIS FACILITY IS PROVIDED BY EVMWD 3. TOTAL SQUARE FOOTAGE OF THIS FACILITY IS 1060 4. ALCOHOLIC BEVERAGES WILL BE CONSUMED ON THE PREMISES X WILL NOT BE CONSUMED ON THE PREMISES 5. THIS ESTABLISHMENT WILL BE X 100 % SINGLE SERVICE MULTI SERVICE EATING & DRINKING UTENSILS 6. ALL EQUIPMENT MUST BE FURNISHED & INSTALLED IN ACCORD WITH NSF, UL, AGA & AND ALL APPLICABLE STANDARDS. 7. EACH HAND SINK MUST HAVE SINGLE SERVICE TOWEL DISPENSER & SOAP DISPENSER ADJACENT. 8. ALL LAVATORIES OR HAND SINKS MUST HAVE A COMBINATION OR PREMIXING FAUCET CAPABLE OF SUPPLYING HOT WATER FOR A MINIMUM OF TEN SECONDS. 9. THE JANITORIAL SINK FAUCET MUST HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE. 10. ALL SINKS MUST BE PROVIDED WITH 120 DEGREE HOT WATER AND COLD WATER 11. FLOORS IN FOOD SERVICE ESTABLISHMENTS [ EXCEPT IN DINING AREAS ] SHALL BE DURABLE SMOOTH AND IMPERVIOUS TO WATER, GRAASE, AND ACID; AND BE OF EASILY CLEANABLE CONSTRUCTION, E.G. QUARRY OR CERAMIC TILE. FLOOR SURFACES IN ALL AREAS WHERE FOOD IS PREPARED, PACKAGED, DISPENSED OR STORED, WHERE ANY UTENSIL IS WASHED, WHERE REFUSE OR GARBAGE IS STORED, WHERE JANITORIAL FACILITIES ARE LOCATED, IN ALL TOILET AND HANDWASHING AREAS AND IN EMPLOYEE CHANGE AND STORAGE AREAS SHALL BE AN APPROVED TYPE THAT CONTINUES UP WALL OR TOEKICK OF COUNTERS AND EQUIPMENT THAT SETS FLUSH ON THE FLOOR. THIS WOULD INCLUDE SELF SERVICE FOOD AND BEVERAGE COUNTERS AND EQUIPMENTTHAT HAS OPEN FOOD OR BEVERAGES. THE COVE BASE MUST EXTEND UP AT LEAST 4" AND HAVE A MINIMUM 3/8" RADIUS AT JUNCTURE WITH FLOOR. VINYL TOPSET BASE IS NOT ACCEPTABLE. 12. FLOORING UNDER EQUIPMENT AND ON COVED BASES SHALL BE COMPLETELY SMOOTH. FLOOR SURFACES THAT CONTAIN NON -SKID AGENTS SHALL BE RESTRICTED TO TRAFFIC AREAS ONLY. HIGH PRESSURE HOT WATER CLEANING SYSTEMS ARE REQUIRED IN ADDITION TO FLOOR DRAINS IF THE DEGREE OF ROUGHNESS OF THE NON -SKID AGENT IS DEEMED EXCESSIVE UPON EVALUATION BY ENVIRONMENTAL HEALTH DEPT. INSPECTOR. 13. WALLS IN ALL AREAS EXCEPT DINING SHALL BE DURABLE, SMOOTH AND NOW ABSOBENT WITH LIGHT COLORED, EASILY CLEANABLE WASHABLE FINISH. SEE FINISH SCHEDULE. WALL SURFACE MATERIALS ARE SUBJECT TO EVALUATION AND MAY REQUIRE SUIBMISSION OF SAMPLES. 14. ALL WALL SURFACES [ EXCEPT IN DINING AREAS ] SHALL BE COVERED WITH GLOSS OR SEMI -GLOSS ENAMEL, EPDXY, FRP, CERAMIC TILE, SYNTHETIC ENAMEL OR OTHER APPROVED MATERIAL. 15. ALL WALLS BEHIND SINKS AND DISHWASHERS MUST BE PROTETED WITH AT LEAST 8' HIGH WATER RESISTANT MATERIAL E.G. FRP, STAINLESS STEEL, CERAMIC TILE OR OTHER APPROVED MATERIAL. 16. CEILINGS IN ALL AREAS [ EXCEPT DINING AREAS ] SHALL BE DURABLE, SMOOTH AND NON-ABSORBENT, WITH A LIGHT COLORED, EASILY CLEANABLE, WASHABLE FINISH. BLOWN ACCOUSTICAL TYPE CEILING IS NOT ACCEPTABLE. 17. WAITRESS STATIONS, SALAD BARS, FOOD SERVING OR SELF SERVICE OPEN FOOD COUNTERS, OR OTHER SIMILAR STATIONS LOCATED IMMEDIATELY ADJACENT TO OR IN DINING AREAS MUST COMPLY WITH FLOOR, WALL, BASE AND CEILING REQ'MENTS. 18. ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. WHERE THIS IS NOT. POSSIBLE, ALL LINES SHALL BE AT LEAST 3/4" AWAY FROM WALLS AND CEILINGS AND 6" ABOVE FLOOR. 19. WHERE CONDUIT OR PIPE LINES PENETRATE A WALL, CEILING OR FLOOR THE OPENING AROUND THE LINE MUST BE TIGHTLY SEALED. 20. CONDUIT OR PIPE LINES SHALL NOT BE INSTALLED ACROSS ANY AISLE, TRAFFIC AREA OR DOOR OPENING. 21. ALL CONDENSATE OR SIMILAR LIQUID WASTE SHALL BE DRAINED BY MEANS OF RIGID WASTE LINE INDIRECTLY TO A FLOOR SINK VIA LEGAL AIR GAP. 22. INDIRECT DRAIN LINES SHALL BE AT LEAST 3/4" FROM WALLS AN 6" ABOVE FLOOR AND SHALL TERMINATE ATLEAST 1" ABOVE FLOOR SINK. 23. FLOOR SINKS SHALL BE INSTALLED FLUSH WITH THE FLOOR SURFACE AND HAVE AN APPROPRIATE GRATE. 24. FLOORS SINKS SHALL BE LOCATED SO THEY ARE EASILY ACCESIBLE FOR INSPECTION, CLEANING & SERVICING. A PROTECTIVE ENCLOSURE WILL BE REQUIRED AROUND THE BACKSIDE OF HALF EXPOSED FLOOR SINKS INSTALLED UNDER CURB OR BASE MOUNTED EQUIPMENT TO PREVENT ANY WASTE WATER BACKFLOW UNDER THE EQUIPMENT. 25. FLOOR SINKS MUST BE LOCATED WITHIN 15' OF THE DRAIN OPENING OF THE EQUIPMENT SERVED. 26. AN APPROVED BACKFLOW PREVENTER SHALL BE INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SYSTEM AND ANY SOURCE OF CONTAMINATION, E.G. ALL THREADED WATER OUTLETS, MOP SINKS, SPRAYERS, DISHWASHERS, ETC.. 27. ALL EQUIPMENT GIVING OFF WASTES OR CONDENSATE ARE REQUIRED TO BE DIRECTLY CONNECTED TO WASTE SYSTEM OR DRAIN TO TRAPPED FLOOR SINKS WITH A LEGAL AIR GAP. SEE FOODSERVICE EQUIPMENT SCHEDULE. 28. GREASE TRAPS WHEN REQUIRED MUST BE INSTALLED BELOW THE FLOOR SURFACE AND THE LID MUST BE FLUSH WITH FINISH FLOOR. 29. FOOD FACILITIES USING MULTI - SERVICE CONSUMER UTENSILS MUST BE PROVIDED WITH AN APPROVED 3 COMPARTMENT SINK PER EHP -883 CODE OR AN APPROVED DISHWASHING MACHINE. 30. ALL SPRAY TYPE DISHWASHERS AND GLASSWASHERS WHICH ARE DESIGNED FOR HOT WATER BACTERIAL RINSE SHALL BE PROVIDED WITH A BOOSTER HEATER THAT MEETS THE REQUIREMENTS OF STANDARD NO.5 OF THE NATIONAL SANITATION FOUNDATION OR BE CONNECTED TO AN APPROVED RECIRCULATING WATER SYSTEM CAPABLE OF MAINTAINING RINSE WATER AT NOT LESS THAN 180 F.THESE DISHWASHERS REQUIRE AN APPROVED EXHAUST HOOD 31. DISHWASHERS AND GLASSWASHERS MUST HAVE TWO INTEGRAL STAINLESS STEEL DRAINBOARDS AT LEAST 18" LONG. DRAINBOARDS FOR UNDERCOUNTER MACHINES MAY BE ADJACENT TO THE MACHINE. 32. PROVIDE SANITIZING TEST EQUIPMENT AND MATERIALS TO ADEQUATELY MEASURE THE APPLICABLE CHEMICAL SANITIZER AT THE DISHWASHER/ GLASSWASHER. 33. MOP SINKS FOR FACILITIES USING FLOOR MATS ARE TO BE FLOOR MOUNTED TYPE AND BE LARGE ENOUGH TO ACCOMODATE FLOOR MATS. 34. KITCHEN UTENSIL AND CONSUMER UTENSIL SINK MJNIMUM COMPARTMENT AND DRAINBOARD SIZESARE TO BE AS FOLLOWS: COMPARTMENTS: 18" X 18" X 12" DEEP DRAINBOARDS: 18" X 18" THE COMPARTMENTS AND DRAINBOARDS MUST FURTHER BE ABLE TO ACCOMODATE THE LARGEST UTENSILS TO BE WASHED. 35. BAR SINKS SHALL HAVE AMINIMUM COMPARTMENT SIZE OF 10" X 14" X 10" DEEP OR A MINIMUM OF 140 SQUARE INCHES SURFACE AREA ], AND HAVE DUAL INTEGRAL DRAINBOARDS AT LEAST 18" LONG. BAR SINKS SHALL HAVE A QUICKDRAIN OR A 4TH COMPARTMENT FOR DISPOSAL OF DRINKS ICE / WASTE. BAR SINKS SHALL DRAIN TO A FLOOR SINK VIA LEGAL AIR GAP. 36. ALL FOOD PREPARATION AREAS, ALL DISHWASHING AREAS AND ALL BAR AREAS EXCEPT WHERE ALCOHOLIC BEVERAGE UTENSILS ARE WASHED ] MUST BE PROVIDED WITH AT LEAST 20 FOOT CANDLES OF LIGHT 30" ABOVE THE FLOOR. 37. FOOD AND UTENSIL STORAGE AREAS, BARWASHING' REFRIGERATION STORAGE, TOILET AND DRESSING ROOMS MUST BE PROVIDED WITH AT LEAST 10 FOOT CANDLES OF LIGHT. 38. A MINIMUM OF 20 FOOT CANDLES OF LIGHT MUST BE PROVIDED IN ALL AREAS DURING CLEAN -UP ACTIVITIES. 39. FLOOR MATS WILL BE USED IN THIS FACILITY X WILL NOT BE USED IN THIS FACILITY 40. IF FLOOR MATS ARE USED A FLOOR MOUNTED MOP SINK OF ADEQUATE SIZE OR A CAN WASH AREA MUST BE PROVIDED. 41. ALL EXTERIOR DOORS MUST OPEN OUTWARD AND BE SELF CLOSING. 42. TRASH ENCLOSURE INTERIOR WALL SURFACES ARE TO BE SMOOTH AND EASILY CLEANABLE. TRASH ENCLOSURE TO HAVE A CONCRETE SLAB. 43. LIGHTS IN FOOD PREP., WORK AND STORAGE AREAS SHALL BE PROVIDED WITH SHATTER SHIELDS. 44. ALL SINKS INSTALLED AGAINST A WALL MUST HAVE AN INEGRAL BACKSPLASH AT LEAST 8" HIGH. 45. TOILET ROOM DOORS MUST BE SELF CLOSING AND TIGHT FITTING. 46. TOILET ROOMS, DRESSING ROOMS AND JANITOR CLOSETS WITH MOP SINKS MUST BE PROVIDED WITH MINIMUM 12 AIR EXCHANGES PER HOUR BY MECHANICAL VENTILATION. 47. THERE WILL BE NO THAN 4 EMPLOYEES PER SHIFT. 48. IF RESTROOMS FOR THIS FACILITY ARE IN A COMMON AREA THE OWNER / OPERATOR MUST PROVIDE A LETTER STATING THAT HE 1 SHE RECOGNIZES THE RESPONSIBILITY FOR MAINTENANCE OF THE RESTROOMS TO MEET SAN DIEGO HEALTH DEPARTMENT STANDARDS. 49. CARBONATOR FOR SODA SYSTEM TO BE PROTECTED BY A REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTION DEVICE. RELIEF VALVE TO DRAIN TO FLOOR SINK VIA LEGAL AIR GAP. 50. SHELVING IN WET AREAS [ MOP SINK, HAND SINKS, ETC. ] TO BE METAL. 51. FLOOR SINKS TO BE LOCATED SO THEY ARE EASILY ACCESSIBLE FOR CLEANING AND SERVICING. 52. EQUIPMENT CANNOT DRAIN TO A FLOOR DRAIN. IT MUST DRAIN TO A FLOOR SINK. 53. ALL FOOD RELATED AND UTENSIL RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO ALL APPLICABLE SANITATON STANDARDS. L0: 25,,, LAM INE TRASH ENCLOSURE, INTERIOR WALLS AND FLOORING MUST BE SMOOTH, CLEANABLE AND PROPERLY SEALED ie: TWO PART EPDXY CEMENT) SITE PLAN 4 N n LOS AMIGOS 25361 RAILROAD CANYON LAKE ELSINORE, CA. 92532 7 VICINITY MAP 4 N APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicat, E' cosies and ordinance Authorization is hereby g ,. * .' to issue a budding permit pending appruva! t: applicable City agencies. The issuance or granting of a permit based on approvai of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to vioiate or cancel the provisions of such Codes shall be valid. REVISIONS BY O_ N rn z U 0 o W , M CID Cr W z w z 0 o a Z CJ) W fro C O 00 >_ L 04 LL U U 0 C%) 0C) La Wzcn LL 55 Q W w LU 0 LLJ J N g Z Z 0) 0 iV 1• CD 00 U to tV r„ 0 C:> I'-- Z Li 07 II O U J I-- Z = 9u) Z 06 Q HF- O W LU DATE 3 -29 -05 SCALE N/A DRAWN BY MAO JOB 2508 SHEET K -1 OF 4 SHEETS o _ r 6 l i r c I FOODSER VICE EQUIPMENT PLAN I TYPICAL CURB DETAIL MINIMUM 4" HIGH CURB W/ 3/8" RADI COVE AT FLOOR JUCTURE 2" MIN. TYP. PROTECTIVE ENCLOSURE DETAIL FOR CURB OR BASE MTD EQUIPMENT FINISH SCHEDULE 1 AREA CLING WALLS FLOOR BASE REST ROOMS 2 7,48" HIGH 7 8 KITCHEN 1 2 9 10 STORAGE 1 2 9 10 WALK -IN 11 11 9 10 SERVICE 1 2 9 10 WET AREAS 1 3,96" HIGH 24" X 24" DECK MTD MOP SINK DECK MT CUSTOMER AREA 14 14 14 14 SEE NOTE 9 SHEET K-1 1/2" 1/2" 2" Cn 5 1 KEC 1 SECTION REACH -IN FREEZER 6" LEGS 120 112 1 1 T -BAR W/ LIGHT COLOR WASHABLE TILES n 2 LIGHT COLOR SEMI -GLOSS PAINT OVER 5/8" TYPE X DRYWALL 3 FRP" OVER 518" TYPE X DRYWALL 6 4 COMERCIAL GRADE SHEET VINYL W 3 /8" R, 4" HIGH, SELF COVE 5 SEALED CONCRETE W/ FDA APP'D SEALANT 6 SLIM FOOT" CERAMIC TILE W/3/8" R COVE Z0 7 CERAMIC TILE ti 8 CERAMIC TILE W1 318" R COVE z 9 QUARRY TILE 1 10 QUARRY TILE W/ 318!'R COVE LEGS 11 METAL Z per,,, 12 METAL W/ 3/8" R COVE CUSTOM FAB., NSF APP'D 14 DECORATIVE, TO BE SELECTED FS 15 w 8 NOTE, WALL & CEILING FINISHES IN WORK FOOD PREP. KITCHEN STORAGE AREAS TO HAVE A REFLECTANCE VALUE OF 70% OR HIGHER NOTE, SUBMIT SAMPLE OF CEILING TILE TO ENVIRONMENTAL HEALTH PRIOR TO INSTALLATION NOTE, SUBMIT SAMPLE OF FLOOR COVERING TO ENVIRONMENTAL HEALTH PRIOR TO INSTALLATION SNEEZE GUARD DETAIL WITH TRAYSLIDE N FOODSERVICE EQUIPMENT SCHEDULE EQUIPMENT ELECTRICAL PLUMBING ITEM QTY BY DESCRIPTION BASE VOLT HP I KW PH CONN REMARKS HW CW DRN GAS REMARKS 1 1 GC 750 GAL GREASE INTERCEPTOR, OUTSIDE NOT SHOWN ON PLAN 2 1 GC 50 GAL HI- RECOERY WTR HTR 6" LEGS 3/4" 50 K VERIFY W/ SUPPLIER 3 1 KEC SIS JANITOR SHELF WALL MT UjU U w o ON 2 N ti w z W z o 4 1 GC 24" X 24" DECK MTD MOP SINK DECK MT SEE NOTE 9 SHEET K-1 1/2" 1/2" 2" Cn 5 1 KEC 1 SECTION REACH -IN FREEZER 6" LEGS 120 112 1 C TRUE MODEL #T -23F n Q 0 wME o W g 6 1 KEC 32 LIN. FT 3 TIER DRY STORAGE SHELVING POSTS Z 0) Qpo00 Nr Z0 NSF APP'D WIRE ti z ILL 7 1 KEC FOOD PREP SINK W/ DRAINBOARD LEGS Z per,,, z CUSTOM FAB., NSF APP'D 1/2" 112" FS w 8 1 KEC SGL WIDE 6 TIER EMP. LOCKERS LEGS w DATE 3 -29-05 SCALE 1/4'1 =1' -0" DRAWN BY MAO JOB 2508 SHEET K -2 I 9 10 11 LOT LOT LOT KEC KEC KEC WALK-IN COOLER COOLER REFRIGERATION SYSTEM EPOY COATED COOLER SHELVING RF MTD POSTS 120 208 116 1 0.1 1 1 D D CUSTOM FAB., NSF APP'D NSF APP'D WIRE FS 12 1 KEC 3 COMPARTMENT UTENSIL SINK LEGS CUSTOM FAB., NSF APP'D 1/2" 1/2" FS 13 1 KEC AIR CURTAIN W/ MICROSWITCH 120 114 1 1 D MARS MODEL #WNCH 14 1 KEC S/S TOP WORK TABLE LEGS 15 1 KEC 4 BURNER HOTPLATE W/ STAND LEGS IMPERIAL MODEL #IHPA 4 -24 112K 3/4" CONK. SOV BY PC 16 1 KEC 60" GRIDDLE W/ STAND LEGS IMPERIAL MODEL #IMGA 6028 150 K 314" CONN. SOV BY PC 17 2 KEC FLOOR MODEL FRYER 6" LEGS DEAN MODEL #SR42 105 K EA 2) 3/4" CONN, SOV BY PC 18 1 KEC 20 GA. SIS EXHAUST HOOD 120 3 1 D FOR LIGHTS 19 20 LOT LOT KEC KEC EXHAUST SYSTEM MAKE UP AIR SYSTEM ROOF MT ROOF MT 120 120 1 1/2 1 1 D D 1/2" RF DRN 21 LOT KEC FIRE SUPPRESSION SYSTEM 22 1 KEC SIS TOP WORK TABLE LEGS 120 1 C CONVENIENCE OUTLET 23 1 KEC REFRIGERATED PREP TABLE CASTERS 120 114 1 C TRUE TSSU 48-12 24 1 KEC WET GAS HOT FOOD TABLE LEGS EAGLE MODEL #AWT -"G FS 30K EA 1/2" CONN. SOWS BY PC 25 1 KEC HOT WATER FILL FAUCET WALL MT 1/2" 26 27 1 1 KEC KEC HAND SINK W/ SOAP & TOW'L DISP. ICE MAKER W/ BIN WALL MT 6" LEGS 120 1 D TO INCL.181 HIGH SPLASH GUARD HOSHIZAKI KM -500, MAX. 20A FUSE 1/2" 1/2" 112" 11/2" FS 28 1 KEC MILLWORK BACK COUNTER CURB 29 1 KEC PASS WINDOW SHELF WALL MT 30 1 KEC REFRIGERATED MERCHANDISER 6" LEGS 120 1/2 1 C TRUE MODEL #GDM-33 31 1 KEC ICE COOLED DROP -IN SALSA BAR ITEM 35 WELLS MODEL #ICP -100 FS 32 1 KEC SNEEZE GUARD, SEE DETAIL ITEM 35 33 34 1 1 KEC KEC ICE SODA DISPENSER CASH REGISTER ITEM 35 ITEM 35 120 120 114 1 1 D C SEE NOTE 49 SHEET K-1 VERIFY W/ SUPPLIER 1/2" FS 35 1 KEC MILLWORK FRONT COUNTER CURB 36 1 KEC REFRIGERATED BEVERAGE DISPENSER ITEM 35 120 113 1 1 C CRATHCO MODEL MD-35 37 LOT KEC TABLES W/ BASES 38 LOT KEC CHAIRS 39 40 41 42 43 44 45 SCO FOR PERM! FAZEKA ED T ISSU g, NCE 46 BY Thes DATE 47 aPP i< herE:te t « ' c y een cs and tj eviewed rdinanCe f r adhere A„th re to the 48 The . s,.. PPIicable itY agen yes Permit pending 49 r' . per m,t code or P 4. se Plans ve anv g a I o i ermit b be construedsed on tn 50 author. codes s y to v1 ° aai, be e. Nc ve or ca" Permit e+ the at resumed ovisi plicable to give 51 52 53 54 OW = OWNER GC = GENERAL CONTRACTOR KEC = KITCHEN EQUIPMENT CONTRACTOR PC = PLUMBING CONTRACTOR EC = ELECTRICAL CONTRACTOR C = CORD & PLUG D = DIRECT CONNECTION FS = FLOOR SINK FD = FLOOR DRAIN SOV = SHUT OFF VALVE REVISIONS BY 04 N UjU U w o ON 2 N ti w z W z o O a I-- Z Cn W C o 0 Z 0 0C14 U. o Cl, cQ ooc n Q 0 wME o W gWJN Z Z 0')- woZ0) Qpo00 Nr Z0 ti z ILL Cn a Z per,,, z Q F- F- Z w v/ W IL w DATE 3 -29-05 SCALE 1/4'1 =1' -0" DRAWN BY MAO JOB 2508 SHEET K -2 I OF 4 SHEETS i 12" 2 e r5 J 1' -10''* 5' t-- 2' -11" 4 1'-4 " f PLUMBING ROUGH —IN PLAN PLUMBING SYMBOLS 120 V OUTLETO-++- HOT WATER o--j- COLD WATER C= DIRECT WASTE I&= GAS i. FLOOR DRAIN F FLOOR SINK PLUMBING NOTES 1. UTILITY CONNECTIONS SHOWN ON THESE PLANS ARE FOR FOODSERVICE EQUIPMENT ONLY. REFER TO OWNER, ARCHITECT AND OR GENERAL CONTRACTOR FOR FURTHER REQUIREMENTS. 2. PLUMBING CONTRACTOR SHALL REFER TO SANITATION NOTES AND ALL OTHER NOTES ON THESE DRAWINGS AND IS RESPONSIBLE TO PERFORM HIS WORK IN ACCORD WITH ALL GOVERNING CODES & REGULATIONS. 3. PLUMBING CONTRACTOR TO FURNISH & INSTALL ALL INDIRECT WASTE LINES INCLUDING CONDENSATE LINES FROM REFRIGERATION EQUIPMENT, ICE MACHINES, ICE BINS, WALK- INS,ETC.. 4. PLUMBING CONTACTOR MUST OBTAIN ALL NECESSARY PERMITS FOR HIS WORK 5. PLUMBING CONTRACTOR TO MAKE ALL ROUGH -INS & FINAL CONNECTIONS AND TO FURNISH & INSTALL ALL PIPING. TEES, ELBOWS, TRAPS, SHUT OFF VALVES, REGULATORS, FILTERS, ETC. AS REQUIRED TO MAKE A COMPLETE INSTALLATION. 6. ROUGH IN DIMENSIONS SHOWN ON THIS PLAN ARE FROM FACE OF FINISH WALL TO CENTER LINE OF OUTLET AND HEIGHTS ARE ABOVE FINISH FLOOR TO CENTER LINE OF OUTLET. 7. PLUMBING CONTRACTOR MUST SEAL (WATER TIGHT AND VERMIM PROOF] ALL WALL, CEILING AND FLOOR PENETRATIONS RESULTING FROM HIS WORK. B. PLUMBING CONTRACTOR TO FURNISH & INSTALL SHUT OFF VALVES ON ALL GAS AND WATER LINES SO AS TO BE EASILY ACCESSIBLE. 9. PLUMBING CONTRACTOR TO INSULATE ALL CONDENSATE DRAINS AND FROM ICE BINS & MACHINES IN ORDER TO PREVENT CONDENSATION BUILD LIP ON THESE LINES. 10. PLUMBING CONTRACTOR TO INSTALL GAS SHUT OFF VALVES PROVIDED BY THE FIRE EQUIPMENT CONTRACTOR. 11. PLUMBING CONTRACTOR TO FURNISH & INSTALL PRESSURE REGULATORS AT WARE WASHING MACHINES AND GAS EQUIPMENT AS REQUIRED. 12, PLUMBING CONTRACTOR TO FURNISH & INSTALL SHUT OFF VALVES ON STEAM TABLES, SALAD BAR AND ICE PAN DRAINS AS REQUIRED. 13. PLUMBING CONTRACTOR TO FURNISH & INSTALL ROUGH -INS AND FINAL CONNECTIONS FOR MAKE UP AIR UNITS INCLUDING DRAIN LINE TO ROOF DRAIN. 14. FLOOR TO BE SLOPED 1K" PER 24' RADIUS TO FLOOR DRAWS I-- z W a W N UCF) IL wo Mir 00 12.' 3011 18 V'FY LOC'N ON ROOF FQ 4' ELECTRICAL ROUGH —IN PLAN ELECTRICAL SYMBOLS 120 V OUTLET BY 280/240 V OUTLET 8 120 V DIRECT CONN. 208/240 V DIR. CONN. 120/208/240 V DIR. CONN. LIGHT FIXTURE Q FIRE PULL BOX SWITCH ELECTRICAL NOTES 1. UTILITY CONNECTIONS SHOWN ON THESE PLANS ARE FOR FOODSERVICE EQUIPMENT ONLY. REFER TO OWNER, ARCHITECT AND OR GENERAL. CONTACTOR FOR FURTHER REQUIREMENTS. 2. ELECTRICAL CONTRACTOR SHALL REFER TO SANITATION NOTES AND ALL OTHER NOTES ON THE DRAWINGS AND IS RESPONSIBLE TO PERFORM HIS WORK IN ACCORD WITH ALL GOVERNING CODES & REGULATIONS. 3. ELECTRICAL CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FOR HIS WORK 4. ELECTRICAL CONTRACTOR TO MAKE ALL ROUGH -INS AND FINAL CONNECTIONS AND TO FURNISH & INSTALL CONDUIT, WIRE, BREAKERS, SWITCHES, ETC. AS REQUIRED TO MAKE A COMPLETE INSTALLTION, 5. ROUGH IN DIMENSIONS SHOWN ON THIS PLAN ARE FROM FACE OF FINISH WALL TO CENTER OF OUTLETAND HEIGHTS ARE ABOVE FINISH FLOOR TO CENTER LINE OF OUTLET. S. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL WIRE & CONDUIT AS REQUIRED FOR CONTROL CIRCUITS ON WALK-IN FREEZERS. 7. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL ALL WIRE & CONDUIT AS REQUIRED FOR THE FIRE SUPRESSION SYSTEM FUEL SHUT OFF VALVE, ALARM SYSTEM TIE INS AND ALSO TO PROVIDE SHUNT TRIP BREAKERS AS REQUIRED TO SHUT DOWN ELECTRICAL EQUIPMENT UNDER THE EXHAUST HOOD. 8. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL ALL JUNCTION BOXES, OUTLET BOXES & PULL BOXES AS REQUIRED BY THESE PLANS. 9. ELECTRICAL CONTRACTOR TO VERIFY INCOMING SERVICE AND NOTIFY ECONOMY OF ANY DISCREPACIES BETWEEN THESE PLANS AND FIELD CONDITIONS OR LOCAL CODE REQUIREMENTS. 10. ELECTRICAL CONTRACTOR TO EXTEND CONDUIT STUB OUTS W-W FOR FINAL CONNECTION UNLESS OTHERWISE SPECIFIED. 11. ELECTRICAL CONTRACTOR MUST SEAL (WATER TIGHT & VERMIN PROOF] ALL WALL, CEILING AND FLOOR PENETRATIONS RESULTING FROM HIS WORK. 12. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL STAINLESS STEEL COVER PLATES IN FOODSERVICE AREAS. 13. ELECTRICAL CONTRACTOR TO SHORTEN OR LENGTHEN AND FURNISH POWER CORDS AS REQUIRED. 14. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL WATER TIGHT FLEX CONDUIT IN ALL WET AREAS. 15. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL WIRE & CONDUIT FOR LIGHTS, SWITCHES, RELIEF PORT HEATERS, DOOR HEATERS AND TO INSTALL LIGHTS PROVIDED BY THE EXHAUST HOOD OR WALK -IN MANUFACTURERS. 16. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL CONDUIT FOR BEVERAGE OR REFRIGERATION LINES AS REQUIRED. 17. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL ROUGH4NS & FINAL CONNECTIONS TO ALL EXHUUST, MAKE UP AR AND REFRIGERATION SYSTEMS ON ROOF COMPLETE WITH ALL DISCONNECTS AS REQUIRED BY CODE. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinanceAuthorizationisherebyg,a, 'FCI to issue a building permit pendingapprovalby <& applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicablecodesorordinance. No permit presumed to give authority to violate or cancel the provisions of suchcodesshallbevalid. REVISIONS BY U Ln N W cl U < w , Q N N O ti W Z W Z O O a., i- Z F_ r ye W W Q 0 z O OO7- Ln c, LL U U O Cif) o LLJ R rn 0 Z 0) J W W W _j N Z Z W O Z M qqt Vc000 r O r 1 Q CO G Z r dr 0 n CL CL 0 Z= U) F e o U) Z L1J lL LU DATE 3 -29 -05 SCALE 1/4"= V-0" DRAWN BY MAO JOB 2508 SHEET K -3 OF 4 SHEETS r.t I sue - 10' MAKE UP AIR UNIT MIN. CLEAR FROM MAKE UP UPBLAST EXHAUST BLOWERAIRINTAKETOEXHAUST OUTLET VENTED ROOF CURB 2" 6" EVEL CURB 2 "X6" LEVEL CURB BY GC ROOF STRUCTURE CEILING DIFFUSER MAKE UP AIR DUCT CEILING 16 GA FULLY WELDED EXHAUST DUCT 20 GA S/S EXHAUST HOOD 24 GA METAL WALL FLASHING NSF & AGA APP'D COOKING EQUIPMENT TYPICAL EXHAUST SYSTEM DETAIL NO SCALE EXHAUST & MAKE UP AIR NOTES 1. 100 % MAKE UP AIR TO BE PROVIDED THROUGH AN EVAPORATIVE COOLER THAT IS TO BE ELECTRICALLY INTERLOCKED WITH THE EXHAUST FAN[S]. 2. FIRE RATED DUCT SHAFT, EXHAUST MAKE UP AIR ROOF OPENINGS ARE BY GENERAL CONTRACTOR. 3. VERIFY SIZE & LOCATION OF DUCTS IN FIELD, 4. EXHAUST OUTLET MUST BE 10' -0" MINIMUM FROM ADJACENT BUILDINGS, PROPERTY LINES AND AIR INTAKES. 5. EXHAUST OUTLET MUST BE 10' -0" MINIMUM ABOVE GRADE LEVEL. 6. ROOFING, SEALING, ROOF AND CURB FLASHING & TRIM BY GENERAL CONTRACTOR. 7. TURBINE UPDRAFT EXHAUST FANS SHALL BE HINGED & CHAINED FOR CLEANING OF VERTICAL DUCT 7. EXHAUST VENT MUST BE 5' -0" MIN. FROM ADJACENT PARAPET WALL, EXHAUST DISCHARGE MUST BE DIRECTED AWAY FROM PARAPET PER UMC SECTION 508.9 3M "FIREBARRIER" DUCT WRAP #15A TO BE INSTALLED PER MANUFACTURERS GUIDELINES BY A CERTIFIED "FIREBARRIER" DUCT WRAP INSTALLER ICBO # AC101 INTERNAL MIN. CLEAR FROM INNER EDGE OF GREASE GUTTER TO OUTER EDGE OF COOKING EQUIPMENT, TYPICAL ALL EXPOSED SIDES. EXHAUST SYSTEM SPECIFICATION HOOD TYPE UL LISTED EXHAUST CANOPY GROSS SIZE 10' -6" X 4' -0" NET SIZE 10' -61' X 3' -6" CFM 2625 a@ 250 CFM / LIN. FT. DUCT SIZE 12" X 16" =1.33 SQ. FT. VELOCITY 2625 / 1.33 =1974 FPM FILTERS 5)16" X 25" FILTER BANK FULL LENGTH MAKE UP AIR SYSTEM SPECIFICATION CFM 100% = 2625 ELEVATION UL LISTED EXHAUST CANOPY MANUFACTURED BY CAPTIVEAIRE CAPTIVEAIRE MODEL # ND W/ 400 DEGREE LABEL EXHAUST CANOPY TO BE CONSTRUCTED AND INSTALLED TO MEET ALL 1W STANDARDS SECTION 6" MIN. CLEAR FROM INNER EDGE OF GREASE GUTTER TO OUTER EDGE OF COOKING EQUIPMENT, TYPICAL ALL EXPOSED SIDES. IIN. CLEAR FROM INNER EDGE OF REASE GUTTER TO OUTER EDGE F COOKING EQUIPMENT, TYPICAL LL EXPOSED SIDES. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance Authorization is hereby ga. red to issue a building permit pending approval by , ! applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. MINI- REVISIONS BY 0 U 0 a LU LU p.. U U Q w NCn N O N a w z w z 0 O a Z C! w o 0 Z U. U U O F- O Lge, ~ 0 0 co Cn LL- WW o g W J N z Z Uj o Z Uto00 r T.- 44, ON ti V— ti Z L Qr O U F- CL 0 Z o Z C) W W cl_2 LU W DATE 3 -29 -05 SCALE N/A DRAWN BY MAO JOB 2508 SHEET K -4 OF 4 SHEETS v.i rte. m, - - . .. -` s+- ,..: .. -- ., _ >: n6._ ,.?t.. - -+.n°. 2, £'"'°` ... ... .... -.,: .- ,,,..- a.d ..e .WL{.14 '.," r ti jf F= HOOD INFORMATION HOOD NO MODEL LENGTH MAX. COOKING TEMP, EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTI N HOOD CONFIG, TOTAL EXH, CFM RISER(S) TOTAL SUP, CFM RISER(S) END TO END ROW WIDTH LENG, DIA. CFM S.P. WIDTH LENG• DIA, CFM S.P. 18 4524 ND -PSP -F 10' 1100" 450 Deg, 2000 10" 18" Incandescent Light 2000 0,439` 1600 NO 430 SS Where Exposed Nnnn TNFnR.AIATTN PERFORATED SUPPLY PLENUM(S) HOOD NO. FILTERS) LIGHTS) UTILITY CABINETS) FIRE RISERS) HOOD N, TYPE QTY, HEIGHT LENGTH QTY, TYPE WIREGUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM PIPING HOOD TYPE SIZE MODEL # QUANTITY L CATION 18 SS Baf'fle with Handles 6 16 20" 3 Incandescent Light NO NO 655 LBS. PERFORATED SUPPLY PLENUM(S) HOOD NO. P S: LENGTH WIDTH HEIGHT RISERS) WIDTH LENG, I DIA. CFM S,P. 18 Front 124,00" 12.00" 1 6.00" 8" 24' Cedes shall be 800 0.126" UL Classified Grease Extracting Filters. 8" 24' 800 0,126' HOOD OPTIONS HOOD NO. OPTION 18 BACK STANDOFF 3' Wide appliCohic- codes LEFT END STANDOFF 3" Wide herevv 9:-' 'e RIGHT QUARTER END PANEL 24' Top Width, 0" Bottom Width, 24' High 430 SS I HANGING ANGLE 3" UNINSULATED STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS 0,50 I 601b0- CL SUPPLY CL SUPPLY 30.25 I 60.5 - 10' 1.00" 10' 4.00" PLAN VIEV - 10' 1.00" LONG 4524ND -PSP -E L t a1 _ 1 7 QUARTER END PANEL EXHAUST RISER 10OW VAPORPROOF INCANDESCENT LIGHT 16" U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS i SLOPED GREASE DRAIN WITH REMOVABLE CUP 45 48' _ QUARTER END PANE RIGHT SIDE ONLY) EQUIPMENT BY OTHERS 2.75' If VOLUME ONLY SUPPLY DAMPER SECTION VIEW - MODEL 4524 -ND -PSP -F 23.5% OPEN AINLESS STEEL RFORATED PANEL KITCHEN EXHAUST HOOD REQUIREMENTS 1. KITCHEN TYPE I EXHAUST HOODS SHALL BE UL LISTED (SEE UL LISTING DESCRIPTION) 2. JOINTS AND SEAMS ON EXHAUST HOODS SHALL BE WELDED LIQUID-TIGHT 3. EXHAUST FAN MOTOR SHALL BE LOCATED OUTSIDE OF THE EXHAUST DUCT. EXHAUST DISCHARGE MUST TERMINATE AT LEAST 40 INCHES ABOVE THE HIGHEST POINT THE SURFACE OF THE ROOF MEETS THE DUCT 4. MAKE UP AIR FANS MUST BE ELECTRICALLY INTERLOCKED WITH THE HOOD EXHAUST FAN 5. ALL OUTSIDE AIR INTAKES SHALL BE LOCATED A MINIMUM OF 10 FEET AWAY FROM THE EXHAUST DUCT TERMINATION 6. FOR LISTED HOODS, A 6" OVERHANG MINIMUM IS REQUIRED ON ALL SIDES OF EQUIPMENT. 7. GREASE TROUGH SHALL BE SLOPED TO REMOVABLE GREASE CUP (1 GALLON MAX) 8. CLEARANCE TO COMBUSTIBLES SHALL BE OBSERVED FOR THE FOLLOWING: 18 INCHES, OR 2 -HOUR RATED DUCT W/ DESIGN LISTING INFORMATION, OR 9 IN. OR 3 IN., FOLLOWING NFPA 96 GUIDELINES (1- 3.2.1) 9. EXHAUST HOOD METAL SHALL BE A MINIMUM OF 18 GA ALUIVIINIZED STEEL AND 20 GA STAINLESS STEEL 10. DISTANCE FROM THE FLOOR TO THE BOTTOM OF TUE HOOD ON A CANOPY EXHAUST HOOD SHALL BE 75" - 84 ". 11. DISTANCE FROM THE COOKING SURFACE TO THE BOTTOM OF THE FILTER SHALL BE GREATER THAN 18" (SEE DRAWING) 12. CLEANOUTS ON THE EXHAUST DUCT SHALL BE PROVIDED AT ALL CHANGES OF DIRECTION AND 20 FOOT INTERVALS ON ALL HORIZONTAL RUNS 13. CLEANOUTS ON THE EXHAUST DUCT SHALL HAVE A MINIMUM DIMENSION OF 12" 14. AN AUTOMATIC SUPPRESSION SYSTEM COMPLYING WITH UL300 SHALL BE INSTALLED IN THE KITCHEN HOOD SYSTEM 15. IF A FIRE ALARM IS PROVIDED, THE AUTOMATIC SUPPRESSION SYSTEM MUST BE CONNECTED TO THE FIRE ALARM SYSTEM. 16. ACTIVATION OF THE SYSTEM SHALL AUTOMATICALLY SHUT OFF ALL FUEL AND HEAT COMPONENTS TO ALL EQUIPMENT UNDER THE HOOD 17. MANUAL ACTIVATION FOR THE SUPPRESSION SYSTEM SHALL BE LOCATED AT LEAST 10' BUT NOT MORE THAN 20' AWAY FROM THE EXHAUST HOOD, IN THE PATH OF EGRESS. 19. HOOD MUA MUST~ BE TEMPERED WIHTIN 10° F OF AIR IN CONDITIONED SPACE 20. KITCHEN I= EQUIPMENT CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS 21. DISHWASHER FAN SWITCH SUPPLIED BY MECHANICAL OR ELECTRICAL CONTRACTOR 22. KITCHEN EQUIPMENT CONTRACTOR SHOULD SEAL THE PERIMETER OF THE HOOD WHEN IN CONTACT WITH A PERFORATED SUPPLY PLENUM, WHERE APPLICABLE. 1/2- DIA. ALL THREAD ROD- CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE E • cif` .~- ....eerw"..1( _ °° ` _ 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY HANGING ANGLE DETAIL HOOD STYLE DIM FROM DIM FROM DIM FROM REAR ( i ON FAN EXHAUST FAN SUPPLY FAN NON 1 # i 1 1 - Grease Box WEIGHT LB NCA14FA 30 112 31 7/8 SWITCHES ROOFTOP 23 FANS CONTROLLED N 1 f PACKAGE # L CATION STARTERS OPTION UNIT FAN UNIT MODEL # N MODEL r CFM RPM J 0 VOLT FLA BLOWER HOUSING TAG CFM FAN ON FAN EXHAUST FAN SUPPLY FAN NON 1 # i 1 1 - Grease Box WEIGHT LB NCA14FA 30 112 31 7/8 SWITCHES ROOFTOP 23 FANS CONTROLLED N 1 TAG PACKAGE # L CATION STARTERS OPTION UNIT FAN UNIT MODEL # N MODEL TAG CFM S.P. RPM HIP, 0 VOLT FLA BLOWER HOUSING TAG CFM SIP. RPM HIP, 0 VOLT FLA 1 NCAI4FA NCAI4FA 1 Light 2000 1.000" 1220 0.750 3 208 3.1 WIRE COLOR per mgt or approve any violation of the applicable 1 Fan coc las or ordinar ce. Na or car 6k&&sf46(A INSTALLATIONBL - BLUE GY - GRAY aut ionly to violate BR - BROWN PR - PURPLE coc mas shall be valid. OR - ORANGE OR /BL - ORANGE /BLUE Supply 1 0,333 115 6.0 1. A PRE -WIRED ELECTRICAL CONTROL PACKAGE SHALL BE STRIPE) PROVIDED TO OPERATE THE HOOD LIGHTS AND FNS. Z2 CHATCHAMPION COOLER MUA -1 2. PACKAGE SHALL CONSIST OF SWITCH PANEL WITH LIGHT STRIPE) E SWITHCH(ES) AND RED - LIGHTED FAN SWITCH(ES), STARTER/ 4001DD DOWN DISCH, 1600 0,400' 539 0,333 1 115 6,0 FAN OPTIONS FAN ON FAN ITEM nPTrnN rcnOPTION (Qty. - Descr,) NON 1 # i 1 1 - Grease Box OTTRR A.C.'YF MPTJF'.<' NO. ON FAN ITEM SIZE i 1 # i Curio 23,000'W x 23.000 "L x 20,000'H Vented Hinged z-IT ;nrmDTOA T DA0VAPh'C L 111J V i L %1A l Al l L A v i 1< i V .a./ . C F R R WEIGHT LB NCA14FA 30 112 31 7/8 SWITCHES ROOFTOP 23 FANS CONTROLLED N 1 TAG PACKAGE # L CATION STARTERS OPTION apf Iicablr codes and ordinance, Authorization is REVISIONS her 4001DD 34 112 34 1/2 LOCATION QUANTITY 17 3/4 8 3/16 TYPE 0 HIP. LT, FLA 1 233 E1001102 Wall Mount SS Wall Mount Box 1 Light issuance or grantir Exhaust in Fire Exhaust 3 0,750 200 3.1 WIRE COLOR per mgt or approve any violation of the applicable 1 Fan coc las or ordinar ce. Na or car 6k&&sf46(A INSTALLATIONBL - BLUE GY - GRAY aut ionly to violate BR - BROWN PR - PURPLE coc mas shall be valid. OR - ORANGE OR /BL - ORANGE /BLUE Supply 1 0,333 115 6.0 NCAFA SERIES UPBLAST EXHAUST FANS (UL762) NCAFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA FEATURES: ROOF MOUNTED FANS RESTAURANT MODEL UL762 AMCA SOUND AND AIR CERTIFIED WIRING FROM MOTOR TO DISCONNECT SWITCH WEATHERPROOF DISCONNECT HIGH HEAT OPERATION 300 °F (149 °C) GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. 3 OPTIONS: GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB TW RK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN MODEL HT W B C F R R WEIGHT LB NCA14FA 30 112 31 7/8 2 24 3/4 23 14 7/8 21 140 PITCHED CURBS ARE AVAIL FOR PITCHED ROOFS, SPECIFY PITCH: 12 EXAMPLE: 7/12 PITCH = 30' SLOPE NCAFA -UL762 REVAO 03/06/02 VENTED CURB 20 GAUGE STEEL NSTRUCTION IGE OPENING JSIONS CURB DIMENSIONAL DATA FAN MODEL D E NCAI4FA 23 20 7 R i CHAMPION AIR COOLERS - DOWN DISCHARGE r-„7 „0« SUPPLY AIR UNIT DIMENSIONAL DATA ALL WELDED, GALVANIZED STEEL CABINET, RUST -FREE BOTTOM PAN UV- STABILIZED POLYESTER POWDER FINISH HEAVY DUTY MOTOR AND PUMP NOTES MOTORS ARE SHIPPED LOOSE MODEL CABINET DIMENSIONS PAD FRAME WEIGHT HP A B C D E F G H I HT WIDTH SHIP OPER CHAMPION for adherence to the apf Iicablr codes and ordinance, Authorization is REVISIONS her 4001DD 34 112 34 1/2 34 1/2 17 3/4 17 3/4 8 3/16 4 1/4 16 13/32 5 28 27 161 233 ELECTRICAL PREWIRE PACKAGE JOB NAME DRAWING NUMBER E1001102 JOB NUMBER ONTROL INPUT 120VAC H1 =LIN{ , N1= NEUTRAL 5A BKR 1 Hl FS -01 Nl R H Fan Switch Shown Installed) 2 Al ST -1 L -1 OR Al 2 96 95 WH 3 4 5 6 R1 -1 BK NC C NO 7 C -2 YW A 2 WH a 9 10 11 MS -1 R1 12 BK C1 C C NC1 NO N01 BK R2 13 14 LIGHT INPUT 120VAC H2- H5 =UNE, N2- N5= NEUTRAL 15 15A BKR LS -01 a H2 6 B BR B K L W W N2 16 17 3 PHASE 208V ST -1 OL,-1 18 INPUT L1 L1 IT1 Tl 21 3 WIRE a L2 6 L3 T2 23 IXH -1 GR 3 PHASE L3 I— ,4- 19 20 21 1 PH 2 115V INPUT L1 L1 T24 SUP -2 GR2WIREL2T2zs - 2 PHASE FNi 3 (TI- 3 — 131114 - 23 24 DATE 5/25/2004 DRAWN BY 3Phase - 120V/l Phase pre -wire with 1 3Phase Exhaust Fan, 1 120V/1 Phase Supply Fan, Exhaust on in fire condition Label Description ST Starter FS Fan Switch Lighted MS MicroSwitch (A isul/ roChem) R1 Relay DPDT LS Light Switch L Hood Light(s) GP General urpose Relay DPDT TX Transformer C Contactor GR Ground AF Air Flow Switch Spare Relay MS -1, MS -2 MicroSwitch Contacts Ansul Pyrochem C -RD C -RD C -RD NO -BL NC -PR NO -BK NO -BK NC -BR NC -BR 1 NC 3 SPARE RELAY CONTACTS 4 NO 6 CAN BE USED TO CONTROL L COM 9 ITEMS REQUIRING SHUT A COIL .L DOWN WHEN THE FIRE SYSTEM DISCHARGES, SUCH RI -R5 AS SHUNT TRIP, SIGNALS, RELAYS JJC elay Contacts R2 -1 TERMINAL FOR FIELD O NC C WIRING TO BUILDING C FIRE PANEL, DRY C3 NO CONTACTS FOR SIGNAL R2 -2 ONLY MS -2 TO4 _ C NC2 NC C Motor Type I PH Ivolt j HP I FLA I BREAKER Exh -1 Ex 3 208 By ATE Su -2 Sup 11 1115 e plans have been reviewed for adherence to the FAN BF CURB PLATE LEFT) AN LATE EFT) I HINGE KIT DETAIL FAN 40 0 DETAIL A" i CURB GREASE BOX OPTIONAL) GREASE PIPE OPTIONAL) FAN IN CLOSED POSITION i 1 FAN BASE ATTENTION; INSTALLER SHOULD SUPPLY ENOUGH ELECTRICAL CORD TO LET FAN MAKE COMPLETE SWING, FAN IN OPEN POSITION CURB GREASE BOX COVER SEPARATOR GREASE BOX 0 ATTACH GREASE BOX COVER TO THE CURB 3' BELOW TOP EDGE OF CURB, USING (3) LONG (3/4' LG.) SCREWS AS SHOWN. INSTALL GREASE PIPE AS SHOWN, ELECTRICAL PACKAGE NOTES FOR PERM. ISSUANCE SCOTT FAZEKAS 8 ASSOCI6 i IPE By ATE The e plans have been reviewed for adherence to the apf Iicablr codes and ordinance, Authorization is REVISIONS her by gran 'ed to issue building permit pending e` apip oval by all applicable C ty agencies. L NOTES DENOTES FIELD WIRING Thy' issuance or grantir g of a permit based on DENOTES INTERNAL WIRING api roval of these plans shall not be construed to WIRE COLOR per mgt or approve any violation of the applicable BK - BLACK YW - YELLOW coc las or ordinar ce. Na or car 6k&&sf46(A INSTALLATIONBL - BLUE GY - GRAY aut ionly to violate BR - BROWN PR - PURPLE coc mas shall be valid. OR - ORANGE OR /BL - ORANGE /BLUE RD - RED (STRIPE) WH - WHITE BL /RD - BLUE /RED 1. A PRE -WIRED ELECTRICAL CONTROL PACKAGE SHALL BE STRIPE) PROVIDED TO OPERATE THE HOOD LIGHTS AND FNS. RD /GN - RED /GREEN 2. PACKAGE SHALL CONSIST OF SWITCH PANEL WITH LIGHT STRIPE) E SWITHCH(ES) AND RED - LIGHTED FAN SWITCH(ES), STARTER/ OVERLOAD ASSEMBLY FOR EACH FAN(OPTIONAL), NUMBERED DRAWING SHOWN DE- ENERGIZED INPUT /OUTPUT TERMINAL STRIPS, AND A TERMINAL FOR CU DOUBLE -DUAL FIRE SYSTEM MICROSWITCH CONNECTION. NOTEi IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM 3, ONE RELAY IS WIRED TO MICROSWITCH (IN FIRE SYSTEM) MICROSWITCH, THE TERMINALS SHOWING FOR SUPPLY FAN SHUTDOWN AND OTHER RELAY FOR FACTORY WIRING MUST BE FIELD WIRED. ADDITIONAL FIRE SYSTEM ACTIVATED DRY CONTACTS. 4. ELECTRICAL CONDUIT DROPS FROM THE FAN(S) SHALL BE 12 X 18 X 6 BOX Size CONNECTED NUMBERED TERMINAL IT CL CU HE PRE -WIRE PACKAGE ANDD FANS) SHALLBETWEENT SUPPLIED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL PACKAGE NOTES d Q U rzO C W vi a) Y O CU J DATE: 3 -23 -05 DWG. #: losamigos_lakeels'Inore DRAWN RJCBY: SCALE: 3/4” = 1 Ft HOOD DETAIL PLAN SHEET# 2 of 2 h V REVISIONS DESCRIPTION DATE: e` L E aN E CU CL CU 3 w I IAIj G rn 0 V i UI c Z 0) o i 0 0 W rI Z4 0c 0 u. J Q w Z Z CL UA N 41"" O H Lj I ? C N LLI H F JI CL U) 0 rn ti d Q U rzO C W vi a) Y O CU J DATE: 3 -23 -05 DWG. #: losamigos_lakeels'Inore DRAWN RJCBY: SCALE: 3/4” = 1 Ft HOOD DETAIL PLAN SHEET# 2 of 2