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HomeMy WebLinkAboutLANGSTAFF AVE 412 POE ST. ..._.. 4�� VICINITY _MAP — - A m r NO SCALE l\ ., OE LANGSTAFF St. ,n v.vru•; I: R-7 RESIDENTIAL �._._...�._._.... ,-._ EXISTING TREE TO REMAIN LANDSCAPE NOTES t LEGEND I.-N57ALL AUTOMATIC IRRIGATION SYSTEM IN FRONT AND Q W HIeH EXI5TINS STREET SIDE YARDS. / CHAIN LINK FENCE 60.0' NEW 6'yi0H WOOD fENGE 1 2.-PROVIDE TWO 24, BOX TREES MIN.EVERY 50'OF STREET !• (�� 6 HISH HOOD FENCE FRONTAGE. (�l 9.-ONE TREE SHALL BE PROVIDED FOR EVERY 500 SF.OF LANDSCAPE AREA. Q'1 r Q -ALL TREES SHALL BE A MINIMUM B GAL.WI7IN ON B E 24' BOX TREE PER EVERT' I 1 - THREE 15 GAL.SPECIMENS. 0 W ! I ISP SPACE SIP I "7 �_ '7 PRIVATE 4:TPROVIDE A CCE�IN OEN60R TIONWATER)(WHICH WILL ASSIST IN ct�< Q () J �— -- -.. Q IL. 15 GAL.CRAPE MYRTLE(LAGERSTROMIA INDICA) I.L_ �' OR APPROVED STREET TREE. 7 Q In GALJACARANDA((JACARANDA MIMOSIFOLIA) (10 7— OR APPROVED STREET TREE. (7 U) 1 o z J O, 5 GAL.BHRUD(INDIAN HAWTHORN(R4PHIOLEPl9 INDICA) - ------- ----- I I S GAL.SHRUB GLO55Y ADELIA(ABELIA GRANDIFLORAI I L l 11j GAZANIA FALLBROOK MIX GROUNDCOVER Y PROPOSED 51N6LE _ 2-PARKINS © t J FAMILY RESIDENCE � II'x IB' OR APPROVED Ent,&. cc (I\ t EXI5TIN8 IA46 5F. spores WATER SAVER TALL FESCUE BLEND Y HOME SPAN19H ECLECTIC Q GRASS 9 STYLE R-2 RESIDENTIAL PROJECT DATA: PROPERTY OWNER,MR FROYLAN ALFARO ALL HALL OF FENCES H)ST BE SHOWN 24180 HAYS AVE. --- I OFF PROPERTY LINE5 OR A NOTARIZED MURRIETA,CA W562 A6REEMENT MUST BE PROVIDE BETWEN THE PROPERTY OWNER AND ADJACENT SITE,LANGSTAFF ST. a -- -- AlPROPERTY OWNERS. LAKE ELSNOW.CA 92530 2 �,� C ;r R-2 RESIDENTIAL 2 CAR eARA6E APN•514-CS2.012 \1 9 3'x 1420 S.F. NhID LOT AREA GROSS, SIC"OF. 70•ACRE M _ O TRASH PAD .R (HISTORIC DISTRICT) NET LOT AREA: 90 00 SF. 70•ACRE v mc _ (HIS ORIC DISTRICT) RESIDENTIAL RES DENTIAL UNIT SUMMARY: '!`, 0 FEW, pp 1 SINGLE FAMILY RESIDENCe, 1049 5F q j ATTACHED 2 CAR GARAGE, 420 eF �•'v Z J FRONT PORC14, 94 BFff^^ ® T01AL BUILDING dREd, 1562-IF V TRASH PAD 2(AR 6ARA6E TWO UNIT SUMMARY. Lij 6 420 S.F. TOTAL LIVING AREA. 2096 5F 0 �- -A TOTAL GARAGES AREA, 840 SF Z --� TOTAL FRONT PORCH AREA, I88 OF __--_.-- �I TOTAL EfUILDING9 dR@d, 3124 SF OR 34 1% OFF{fR4S,'Z.E+L 4 Q � '^ w LANDSCAPED AREA(FRONT UNIT} 1320 SF !_`_� LANDSCAPED AREA(BACK UNIT) 1910 SF 0 e' � LdNDSCA�ED_A_FEA_IO.TAL, t�2_SEOR_S3+c OF GROZ9_AREA c� N PAVED AREA(FRONT UNIT), 1,342 SF PROPOSED 51N6LE 182 W FAMILY RESIDENCE i0 I 3 046 S.F. PAVED AREA TOTAL, 2392 5F OR 2651k tRODB A6E4 0- Q N OCCUPANCY,R-3,UI U Lc) SPANISH ECLECTIC '' I TYPE V-N Q STYLE PI LAND USE,RESIDENTIAL n ZONING.MHD,4EDIUM HIGH DENSITY J HISTORIC DISTRICT r' PRIVATE �) END FENCE DRIVE WI FENCE UTILITY PURVEYORS L z _ uU �7*r _ -� THEBUTGAASS COMANY CALIFORNIA EDI80N (S00)425 2200 V) � �FJ LSNORE VALLEY MUNICIPAL WATER DISTRICT (909)614-3124 N VERIZ4N TELEPHONE CO.(GTE) (800)483-1908 Q IL PRIVATE 3t AT N T CABLE (SOS)614-114I 100 S.F. m ExIsrN ' �� ® DRAWING INDEX vi O TREE _ LL m REMOVED ASI:SITE,LANDSCAPE N DRAINAGE PLAN F F z AI.-FLOOR PLAN +d A2.-ROOF PLAN MASONRY PILASTER WITH W.I. EXISTING FENCE A3:ELEVATIONS(SPANISH ECLECTIC STYLE) �2 - FIRE HYDRANT EXISTING MAIL BOX A4.-6ECTIONS &� POWER POLE yi = '-0' 12'.0' STRUCTURE El.-ELECTRICAL PLAN ce u —' — DI.-DETAILS + o 02-DETAILS SN-I:STRUCTURAL NOTES is h 6-I.-FOUNDATION PLAN S-2-ROOF FRAMING PLAN NO DEDICATION NO STREET - FD-1,-FOUNDATION DETAILS NO EASEMENT IMPROVEMENT SD-(..STRUCTURAL DETAILS �+ t SN-2:FRAMING DETAILS ,.`"e L ANG�JTAi'-� ST. COA,.CONDITIONS OF APPROVAL -._1. T24,.TITLE 24 (HISTORIC IST RESIDENTIAL nL — — i�`• .,;� LOT 5LOPES ff..NTLY 70 FRCM APPLIC,45LES CODES SITE PLAN ,j/) 2001 cBc,CPC,CMe A S P•10' 2004 GEC 2005 7-24 ENERGY REGULATIONS / \ _ I 1 AIns 5'-b' Ig_I• 0 _ _ 10'-4' 20'-{' 13'-I' ly{' ��-3. PL4NnuNG 3v e101 u, S-0 .0• 3.5' S,_I, B,•5, 6'-im' T•?' S'.S' {�•y. � _ .. �' _ 3'•1' 1'-4' B'-m' 1'-4' N Rr 110NG DAT( RY 104 SW 4010 SL 5040 6L 411SL 4V4D SIL 5040 SL 4010 SL ® Q 9 1040 Su 0 a _ 2040 SH 1040 6 +HB ® 9 m Lo a ;� a6IWe BEDROOM 2 'v a BATH I I a O I N m In BAN11 a + m ro O MASTER I r I I I MASTER ' BEDROOM 2 m W Q LAN BEDROOM v Q � Q 13 I = BEDROOM m+ 13 L Q ®� J Q U M NDOW SHALL HAVE NET CLEAR 70'WIDTH l/ IT iv FOR EMERGENCY EGRE9 1668 WC O `- WINDOW SHALL HAVE- _ Q LL w • C6 \ NET CLEAR 10'WIDTH Li- cl2 CAR GARAGE O ®--I I O ?668 FOR EMERGENCY EGRESS eo Z GAR GARAGE I O ?660 HC \ 8068 SD PROVIDE AN AREA �/ G QZ Q BEDROOM I m I I 20OX 10E CLEAR A / m _J (n z ;R '-0' 10'X 10'CLEAR 1 8066 S �Zz' 3'-b' ?668 HG66B He 'f FORGARAGE FOR GARdGE ® 7- 0Y - bbe He ® I BEDROOM 1 ;D � Q j 6 1468 HG b6B 86B 9G _] 9 I QI 9 [1 BATH I H RATED I 51 1868 SC 1 ?46B WC 6 q -.- Q' LL aS /,� 1,MI I HR RA D = BATH ® W ,n iR ITJDOIU AR 20 HAVE 14 �07' 1'MM. 0 p ;r L / e Qi Y NET CLEAR?0'WIDTH IT 9 I I 1T R - WINDOW SHALL HAVE' FOR EMEFW. EGR£S 9 p INSTA-NOT D i- '8 1� N(�7 ET CLEAR 20'WIDTH J G LLe a 41 WATER HEATER I L R HEAWOTTER D 11 ❑ LL 3 11 J�FOR ERGENCY EGRESS D WATER HEATER 0 II II 0 10'-0• ?_{, 3,_5. B_6. 4'-fl' 7 4-1 8•8. 3-b' 1-41 DOORS SHALL' �D B IS LOWERED) 'DOORS SRALLLOUVERED 0 FOR correusnoN BE Lowt-RFD Q - AIR PROVIDE FOR cOMasTION 'O GREAT ROOM IOOSO.IN,FOR NR PROVIDE Y - - MAKE UP AIR 10050.IN,FOR e 0 ©O ^ MAKE-� m 44 I GREAT ROOM T I Y ENTRY I ©© - O 0 m 4 I I ENTRY 0 9 I 41 O .D a � L b ®I' in HB AVE, SL d05 SL 4036 SL ,..all S'-6' 4036 SL 40 SL 1 401 6L in COVERED DRIVE �'-B 5'-B' D �{4ED 3'-a PORG I ® DRIVE PORCH 9 q4 5. DI �Q r 44 5.1', �'•4' 4'-0' T'•4' 10'-4' 2S'-4 151•8' _ N FLOOR PLAN NOTES O MDICATEs NOTES APPLICABLE TO THIS PLAN ONLY DOUBLE CIE WNWIER FILTER N 1l.60 GALLON WATER HEATER ON b'HIGH N W/WILT-IN GE DISPOSER(water Enter optlonel) PLATFORM. VENT TO OUTSIDE.WITH P.N T.VALVE O 7. BUILT IT,DISHWASHER ON SEPARATE TO TERMINATE OUTSIDE OF GARAGE. CIRCUIT,W/APFROVED AIR GAP USE NON RIGID CONNECTIONS FITTING.VERIFY DIMENSIONS WMANUF, 3. NOT USED AND PROVIDE SEISMIC STRAPS. Q. 4. SV CLEAR REFRIGERATOR SPACE, (1)1 1/J'x 16 GA SECURED TO FRAMING PROVIDE COLD WATER STUB OUT W/3/8'DIA x 3'LAG BOLTS. RECESSED IN WALL FOR ICE MAKER STRAPS TO BE•IA POINTS ALONG 5. PANTRY W/ADJUSTABLE SHELVES,5 HMGµ N.T.OF Wil.-SEE DETAIL 6AJ1 6. FAIL M ATTIC SPACE GN PLYWOOD PLATFORM(, SEE TITLE 14 CALC6. Q PROVIDE LIGHT W/SWITCH AT ACCESS AND IIOV OUTLET. Z PROVIDE DRAM RO D DRAIN LINE TO 18.11'x 30'ATTIC ACCESS. O a I OUTRIDE OR APPROVED DRAIN. 15.EXTERIOR CONCRETE SLAB-36'x 361 AF11E 97, SEE C, W SEE DET.10/DI �x�� SLOPE TO DRAIN COVER WA'AVER.S WdERE Q 1. GAS/OVEN RANGE WA'IICROWAVE�VENT FLOOD ABOVE.VENT TO OUTSIDE.VERIFY DIMENSIONS NOTED.(POUR BLAB LOWER F PAVED) TOPWIM 4 FACISPLASH 30.PROVIDE 10'HIGH NON-ABSORBENT WALL S. TOP/SPLASH(VERIFY ER OWNER) a g FIBER*LA99 TUB l SHOWER COMBO. ADJACENT 70 SHOWER AND APPROVED 9HOWE R-RE818TANT MATERIALS FOR 16 a 10.ALL INTERIOR WALLS 7 x 4 WM D STUDS SHOUTER ENCLOSURE N •Ib'O.C.UN.O. 31, 13/S'THICK 10 MIN RATED SOLID CORE 4 ,^$It. 7 x 6 PLUMBING WALL SELF CLOSING DOOR Z' Q. RECESSED MEDICINE CABINET WrtOP To 31.3'DIA CONCRE ALIGN WA TE FILLED GUARD PIPE DIA x IS'DP.FTG. C + d n C'11RROR W/11' 13. MIRROR FIXED TO WALL ABOVE SPLASH 33.S/S'TYPE• .B . HOUSE AND GARAGE A4t w $ 4 TOP AT•17'dpOVE FLOOR.UNA. WALLS AND%•ATGYP JOISTSD BETWEEN ABOVE GARAGE. /1 k, K .Y H. INSTALL TOILEFLU6H PROVIDE A TS THAT USE NO MORE THAN 16 GALB 34.MAIN ELECTRICAL SERVICE PANEL AND 0hl a METER WAFER (100 AMP MNJ GROUND. L n 14'x 30'CLEAR SPACE IN FRONT OF TOILET. (VERIFY WITH OWNER AND AVAILABLE B + o ; .NOT USED SERVICE LINES FOR LOCATION). Y m I I6.NOT USED 3 D W M. VANITY 36.NOT USED m m 31.GAS METER - G IS.LOCATION OF AC WIT ON CCNC.PAD MIN n 3'AFC.W/770V FUSED DISCONNECT BWITCI-I. 3b.TEMP utERED SAFETY GLASS.IS.NOT USED 39.41'HIGH BREAKFAST BAR o- 10.WASHER SPACE PROVIDE WAUABTE 40.LOWER CABINETS rN DRAIN,HOT AND COLD W05E 5186. 41.UPPER CABINETS RECESSED IN WALL. 42.UPPER AND LOWER CABINET --- 71. DRYER SPACE PROVIDE W/4'DIA VENT --- TO OUTSIDE AIR 43.NOT USED SCAL 11.4•DR1-ER VENT WITH DACKDRAFi DAMPER 44-FACE FRAME CABINETS CAL 13.FLOOR DRAIN.(OPTIONAL) 45.PATIO SLAB.SLOPE TO DRAIN.(OPTIONAL) NO By _= `.`.1 24.ARCH 46.NOT USED 15.NOT USED Al.NOT USED t AG.Z 05 7 N,-r.T NO. 16.SHELF POLE TYP. 48.WINDOW SHALL HAVE NET 20'CLEAR WIDTH I FOR EMERGENCY EGRESS -I �. p eFViSir�NS OniF av PROVIDE ELECTRIC OUTLET Q ON A SEPARATE CIRCUIT, GAS STUD-OUT 1 LKaHT FIXTURE B Ln W/SWITCN ADJACENT TO ACCESS A4 (V -A LEVEL WOWING PLATFORM 30 MCI-ES IN DEPTH IN PROW FRO - O OF THE ENTIRE FIREBOX SIDE. -AIR-COOLMG COILS LOCATED IN THE ATTIC SHALL HAVE A 2 U SECOND WAtERTIGHT PAN 2 l METALLED BETEATH 71$FI DI DI PER CMC I108.10 1 110612 2 '-0' LL LLJ oI zQ 0 II I DI }oN Z -1 3 TYP �.•v4'{ I P- P A of 4 w TY- JP LLJIN DI I _ o 1 � � \ 1- A I i i i RIDGE v � DI U-4 3 `t DI 2 VAULTED CEIL. VAULTED CEIL TYP 2 I VAULTED CEIL. VAULTED CEIL. A A4 4:11 4,12 7 TYP n e 4:12 ❑1 4:12 I,-m• 4�12 dal N DI ® ly 0 O ❑ ❑ ❑ ❑ w ❑ ❑ ❑ ❑ - N LO Z O ROOF PLAN 114' F-O' a APPROVF_D LL LEGEND FOR PERMIT ISSUANCE VENTS SCOTT FAZEKAS R ASSOCIATES,INC. OO ROOF NOTES PANT TO MATCROOF FINISH By Th DATE Q These plans have been reviewed for adherence to the 1:CONCRETE TILE ROOF CAPISTRANO TYPE BY'EAGLE' TILE O/30 FELT O/I/2'PLY.PI 24/0 0/' l SEES - hereby s granted codes and ordinance. A permit Is BY OTHERS TILE ICBO 46.0. •Z RETURN AIR REGISTER hereby granted to Issue a building permit pending approval by all nppllcable City agencies. The Issuance or granting of a permit based on 2:EDGE OF ROOF/RAN GUTTERS RAINGUTTER&SEAMLESS SHEET METAL(GALV.) Q\7® SUPPLY AIR REGISTER I2'x t?• approval of these plans snap not be construed to D fc N o permit or approve any viClstinn of the applicable W 0 G 3:Z4'DIA.LOUVERED DORMER VENTS 1240 8Q.IN,/144.IbT SF) codes or ordinance. Nn permit presumed to give K i THE OPENING SHALL BE COVERED W/CORROSION RESISTANT authority to violate or rmcPl fl+a provisions el such o - c cnrlee Fhall bP valid. w O } m METAL MESH W/I/4'IN OPENING DIMENSION. W N PROVIDE A NET FREE VENTILATING AREA OF 1/ISO OF THE!AREA OF THE SPACE VENTILATED, ROOF ATTIC AREA 5 g% 4:CALIF.FILL FRAMING REQ'D. VENTILATION 11/1501, 2939 s.f.roof eree/150.1958 ei. Q - 5:REIURN AIR REGISTER b.-SUPPLY AIR REGISTER PRO VIDED VENTILATION: cYi o (8 x I61 SF.DORMER EACH) .IOM s.F. m m EAVE VENT&. 44-6 x 6 HOLLOW CLAY TILE TUBEB• 25 s.F_ 11,0 et o• VENTILATION PROVIDED: 21,02 eY. n"e CITY OF LAKE ELSINORE BUILDING DIVISION Sc- 9D52 DATE r-RIA N / s/os r 1 DwN. B'r Joe N . NFFr N�. j, 1-"14, 1 r). A OF SHEFLS COLOR:107Y DAPPER TAN 5 Q BY'GLIDDEN' Q -- -- - 12 12 COLOR:IOYY N .REVISIONSI DATFI BY CIE) M13❑00 I �3/}-tJ❑� ® V - \.i^�lI;� ' I'-�1 � I�� �J •'-Ji�•_'•lII• �-{ I . -.�I^^L{i i1I.`{I..i���.,II_r�^..��!I..�'�.,1! {I.''{fI`'jI•^� yIl,-,�I ti Y`.L!+r.�{I r�;i'IIi ,I.-,�Ii �.,�I i._..��i.�jI1..•.,I�lI- _I '.a � 1Ii �,1�.i`11�.I,,J-.,,ii j11.rI�II '�iI,•,tI'-.F� i{ ",ir l •)II J L.�I. 1�I_{- 'Iv II:�j {I!"Lt rI ©oo 5 DAPIP ER TAIL Nf • "1 ' 4 BY'GLIDDEN_{. ' _I �' h . .i1..y_71-- OTO.P. 130 i I 1r V) TO.W. N O ■ m COLOR:X-82 HACIENDA ® Q BY'LA FIABRd' .CALIFORNIA FINISH' - I - � w w _-_ e' Q (— ll COLOR:X-82 HACIENDAO [� 'BASE 2va L—J 0 BY'LA HABRABRA' Q U -- 4 x 14 VENT 'CALIFORNIA FINISH" Z W/WIRE MESH O Q J NORTH ELEVATION Q� I— w 1/4'=1'-0' V w Z Y � g g O ELEVATION LEGEND I.- CONCRETE TILE ROOF CAPISTRANO TYPE BY'EAGLE' TILE 01-30 FELT 0/1/2-PLY.PI 24/0 O/TRUSSES BY OTHERS TILE ICBO-4660 2- 1/8'EXT.STUCCO O/PAPERBACKED METAL LATH 0/2 x 1 CAPISTRANO STYLE STUDS o 16'O.C.COLOR AND TEXTURE BY OWNER 4 CARLSBAD BLEND 4 CAPISTRANO STYLE I BY'EAGLE' 4 CARLSBAD BLEND 4 3.- 6'SO. HOLLOW CLAY EAVE VENTS WITH STUCCO REVEAL TOP- BY'EAGLE' WHERE SHOWN. WITH G.I.WIRE MESH W/I/4'OPENINGS. SEE DETAIL. Ii...� !L.1.� _!_':..i�y.J \..°�,, A� rA J i =-- �`�.. 1^.)�1 ^� i I,-.i ,. I I ( __.� I,... I.I I I 4.1�..."l.J }��� .•1 I J { I `Iv �..^I f I I � I '_:' ' I ! J i �'� I �(" � 11'-' I �) .� � '��_I'��.,Y�•,x S,.{ 1"'�' .�^! A �. �" I+`; •'`{ 4.• 24'Dld.G.1.DORMER VENT.W/G.I.WIRE MESH W/I/d' ! i '-'.`.� ! � _ I '�I J I ! �"�I ! I I I h''•`"'t 1"'e I"� � (�"1 1" OPENINGS.PRIME �PAINT TO MATCH ROOF. TA.R I 1I`� 1I _: 43 � 1 �I,1{III I I r.^!I.Ih II �tt` _l _!"�I,Ji_�FhI`..II'1I .i I `.�h/IrI.I 1�I.•J�l. ii!...I(.-\1fII' (ILI,..i 1�I.-JII r/I�I ti.1Iir N••'t..!1i.I..�FI I` 1/I^I Ji�!..I,�� `�lII.��'`^1i.'}I�'1.�7I...�..J11II,_„II.. lIi �.. ',�I�`jIr'��II(' 5.- 2 x FASCIA BOARD I � [1 . .-i 6 PRECAST CONCRETE REV EAL 9: STUCCO OR FOAM SILL 8: WROUGHT IRON RAILING.CAPABLE OF a WITHSTANDING 200 LHS BY OTHERS J IV..METAL SECTIONAL DOOR WITH WINDOWS II.- LINE OF 6'HIGH FENCE m _ 12: R.S.WOOD BEAMS WITH CORBEL ENDS 13.- GABLE END VENTS WITH SHUTTERS 14.- FOAM SURROUND IS.- EXPOSED RAFTER TAILS pp. _ 16: WOOD RAILING FF, ]1.- 6 x 6 R.S.POST IS.- WOOD CAP N EASt ELEVATION Z2 19.- CHAMFERED COMER OR FOAM REVEAL U 22 20.-DECORATIVE WINDOW SHUTTERS O I— LANCSTAFF STREET WEST ELEVATION 2 COLOR:X-B2 HACIE200) NDA 21: STUCCO WALL WITH WOOD GATE I U (BASE I/4' I'-0' BY'L4 HABRARA' 22,-RECESSED WINDOWS IN W . Ira• 1''-0• 'CALIFORNIA FINISH' LC) J Q I_t I Z O APPROVED V) FOR PERMIT ISSUANCE Q SCOTT FAZEKAS&ASSOCIATES,INC. Z 13Y DATE Z Q CAPISTRANO STYLE These plena havn bean ro a-d for adhoronce to the 11 Q_ CARLSBAD BLEND 1 applicable codes and ordinance. Authorizotlon '4 W Q g BY'EAGLE' hereby granted to Issue a building permlt pentlln COLOR:'OYY COLOR:1077 approval by all applicable City agencies' 4 DAPPER TAN 5 12 _ The Issuance or grant( a 5 BY'GLIDCEN' DAPPER TAN sl m svli t, o HY'GLIDDEN- 4 -- (• I I I I I J l i I ! 4' I I ^I i l l I der Ij¢r u iolatlon Ilcabl m= $'a V� I/N j !4 ❑ M;, .� .I ..1�,•y 'r""' W Y', t-.V '. ± Y I•.�l�V i'-•1 -v i F.J `.. I. 'V -' '( _ r-iI -1 �. }} {... L., 1. �....� 1. 1,{ �.I' .� I :..i r• I'' �� /'•{ Y �' V -{`l'i V'`I rtll e. No phrmit p l!"i. i "1. ❑ 000 w - l•♦f I 1 ! rov! ❑❑ l 't..l ^� b-•! ! ' i" ' V� rit lolate or m 1�y J I I F 1 y i Q 12 J ✓ \. !M1 v'Y. 4 I ^7_ I`� I !-u I��.,`I I r.I I ,.�i Y I I �^I �ti! 1� s all be velld prove of J] O U m �� ❑ 4 .I �! i I `}.{11 �` i"; i i. III 1 ! ..•I� I. �. r- e o❑o I r I,.,, J -I� � Ti ��.-�I II.. I .J,'•�I �- .. ^t,. ti, .. .. ❑❑❑ \ 4 l L' L l..l ' �r �••J _,� �•J L+IJ 6 .i I,� I - -•i i ;�cL.�, o. I ! !�• i ! �' ❑ _— x d u' O r �1 J !_ L. ✓ f✓ 2 W it +ri m e FT I�JLJL.1nn DODO DODO a �o, � _ = — — e //c 10 2 COLOR:X-B2 HACIENDA s gnTE 2 COLOR:X-62 HACIENDA ID (BASE 200) !BASE 200) BY'LA HABRA' �Nj�bl E15oOS'LAHABRA' 'CALIFORNIAFINISH• GZ OS-J7 'CALIFORNIAG FINISH' r SOUTH ELEVATION A3 OF SHEETS 0 DV NO NEVISIo- DATE DV O n L 1 N CONCRETE TILE$ Q 0/a30 FELT CDx PLY. O PLY. Q O TRUSSES BY OTHERS 12 12 Q 4 W W 1 14 Z Q � G.I.DRIP EDGE O � Z 2 x FASCIA R•30 INS 5/5'GYP BD.OR 2 2 O Q �—DBL TOP PL I x 6 T g G w ------4'x MDR STARTER BD. (n KITCHEN CD Ld DINING 6REAT ROOM Z Y m � g � 'I/S'EXT.STUCCO O/ ---• - --- - 1/2'GYP.BD. PAPERBACKED WIRE MESH. 4'CONC.SLA 2 x P.T.SILL PL OR x 4 STUDS a 16'O.C. SEE STRUCT. FF. FG.� _. .--____. __................___._._ FOOTING.SEE SECTION "A° STRUCTURAL 1/4'.I'-0' 4. I � N �— CONCRETE TILE S-STYLE Z O 4 @ 0 /-30 FELT 0/1/2'CDX PLY. _O 4 I-- ".,\` �4 / O TRUSSES BY OTHERS N I /// U L0 G.I.DRIP EDGE w O ._ 2 x FASCIA 2 x CEILING JOIST DBL TOP PL 4 x BEAM •48'O.G. ZQ J z 2 GAR 6ARA6E 1/8'EXT.STUCCO O/ m Q PAPERBACKED WIRE MESH. on x 4 STUDS 16'O.C. 'CONIC.SLAB 2 x P.T.BILL PL BEE STRICT. APPROVED rnn Pf.I1MI11S:%UANCE - ;t SCOTT FAZEKAS&ASSOCIATES,INC. N e 13Y DATE FOOTING.SEE These plans have been reviewed for adherence to the STRUCTURAL applicable codes and ordinance. Authorization la w o +d n c hereby granted to Issue a building permit pending x m LZ m c approval by all applicable City agencies. w 'x n ° 1� 2v u¢ c GARAGESECTION "51 The Issuance or granting of s permit based on approval of these plans shall not be construed to o i/4 I_0 permit or approve any viglation of the applicable codes or ordinance. No permit presumed to give + ; authority to violate or cancel the provision"of such m 1 °rode.shall be valid. w ro o a n ¢n CITY OF LAKE ELSINORE BUILDING DIVISION SC DATF rr�� N 6 s/t/06 r,^1.•�/IIT J. OWN. "y IOU NO. f ,V TLl__ AGI 05-57 SHEET NO. - A4 iw. Or SMF.FTS 4 THE MAIN ELECTRICAL SERVICE PANEL SHALL BEGROUNDED PER GEC 250-20(a)4 250-24. 1 Q SPECIFY A CONCRETE ENCASED ELECTRODE,LIFER GROUNDING PER GEG 280-50(c). THE ELECTRODE SHALL BE LOCATED WITHIN AND NEAR THE BOTTOM OF THE FOOTING, Q- CONSISTING OF AT LEAST 20 FEET OF ONE OR MORE BARE OR ZING GALVANIZED OR OTHER Q - ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BAR AT LEAST 1/2 INCHES IN DIAMETER OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR Q NOT SMALLER THAN A s4 WIRE. ELECTRICALLY CONDUCTIVE MATERIALS SUCH AS _ METAL WATER PIPING AND ABOVEGROUND METAL QNO REVISIONS pAiE aY - GAS PIPING SHALL BE BONDED TO THE SUPPLY --'--- SYSTEM GROUNDED CONDUCTOR IN A MANNER THAT ESTABLISHES AN EFFECTIVE PATH FOR FAULT CURRENT PER CEC 250-2(c). METAL UNDERiROUND GAS PIPES SHALL NOT BE USED AS A GROUNDING ELECTRODE PER CEO 250-52(a). PERMANENTLY LABEL EACH DISCONNECT,CLEARLY 6 p'1 6 BATHROOM RECEPTACLES 0 IDENTIFY THE CIRCUIT THAT IS CONTROLLED BY THAT DISCONNECT. DI � I P� SHALL BEr ON A SEPARATE n ID M MS, \ DI MATBE ON THE!CIRCUIT.IT.NO OTHER N HB AFCI AFCI' �J AFGI AFCI GFI GPI AFCI - AFCI AFCI AFCI AFGI AFCI I I AFCI w AFC F a I B LL Q U AFCI AFCI _ AFCI Q LL w — II I — I < o 0. / I AFCI AP-CI Z Q 0 yy AFC, D Om 4 \ AFCI D - J 0 Z AFCI I ,l, AFCI O Z J AFGI \\\ I GFI I GF1 ��� J�/� w AFCI \ ^ II D 3 J AFCI AFCI w / D \ vm — — — — —0. _ _ I _ _ — — — — — � w GO GO \ 2, I I G E CLOTHES DRYERS SHALL mO / HAVE A 4-WIRE GROUNDED O \ u` I ELECTRICAL OUTLET PER W '3— D \ GEC 250.59 W m / 3 AFCI AFCI L-LW / 240V 240V / I HIGGFI "H EFFICIENCY / G�®FI 6FI / I SHALL BE CONTROLLED CLOTHES CLOTHES / BY AN OCCUPANT SENSOR / I r DRYER DRYER I MOISTURE ELECTRICAL OUTLET BOXES ON OPPOSITE MOISTURE EXHAUST SIDES OF THE GARAGE-DWELLING FIRE-RATED EXHAUST \ 4 © DUCT VENTILATION WALL SHALL BE SPACED AT LEAST 74'APART - I I © \ , ` EXHAUST F © L I TCONNECTED N ECTE OUTSIDE. CTLY PLASTICZ BOXES TAILY SPPE HAVE ,STEEL OR RATED if L J 1I XHAUST FAN I I t3Ff' -'GPI HB L NON REMOVABLE TYPE BACKFLOW ® PREVENTION DEVICE AT ALL H05E BIBS. UP GPI M AT LEAST HALF THE INSTALLED PER GBC b033.1 1 �' WATTAGE OF LUMINARIES IN \ �yD"i GFI KITCHENS SHALL BE HIGH ` g I EFFICACY AND THE ONES THAT DI ARE NOT MUST BE SWITCHED SEPERATELY. TWO OR MORE 20-AMPERE SMALL APPLIANCE BRANCH CIRCUIT SHALL BE PROVIDED NOTE, PER CEG 210-11(cxu 4 210-52(a) ELECTRIC/UTILITY 5YMBOL5 { }CEILING LIGHT FIXTURE NOTE: - LIGHTING IN BATHROOMS,GARAGES, yYl -HALLWAY LIGHTING MUST BE LAUNDRY ROOMS AND UTILITY ROOMS,ALL {F}WANGING FLUORESCENT LIGHT FIXTURE N FLUORESCENT OR INCANDESCENT LUMINARIES SHALL EITHER BE HIGH YY CONTROLLER BY A DIMMER SWITCH. EFFICIAGY OR SHALL BE CONTROLLED BY WAL UN.O.(SEE PLANS FOR L MOUNTED INCANDESCETYPE)NT FIXTURE Q ALL CEILING FANS WITH INTEGRATED AN OCCUPANT SENSOR •TT MS. WALL MOUNTED INCANDESCENT FIXTURE Z WITH INCANDESCENT LIGHTER SHALL _ OTHER ROOMS.ALL LUMINARIES SHALL WAMOTION SENSOR I�BE CONTROLLER BY DIMMER SWITCHES EITHER BE HIGH EFFICACY OR SHALL BE LO -CEILING FANS SHAL BE INTEGRATED CONTROLLED BY AN OCCUPANT SENSOR - ® INCANDESCENT RECESSED L*WT FIXTURE CFL B P O LASTS OR INCANDESCENT LAMP DIMMER Q CLOSETS THAT ARE LESS THAN ON A DIMMING CIRCUIT SEPARATE TO 90 SCUARE FOOT ARE EXEMPT FRCM THIS FLUORESCENT RECESSED LIGHT FIXTURE THE AN !40 LUMENSAIATT GRAL.LIGHTING KITCWEN 4 BATH) CIRCUIT RECIJIREMENT N.5 AIR CHANGES PER WOUR) U ' -HIGH EFFICACY MUST BE PIN BASED EXHAUST FAN(MI -LUMINARIES RECES5EDIN INSULATED _ OUTDOOR LIGHTING.ALL LUMINARIES ®EXHAUST FAN FLUORESCENT LIGWT CCMBMATION MOUNTED TO THE BUILDING OR TO OTHER (MIN.5 AIR CHANGES PER HOUR) CEILIINGMNST MEET REQUIREMENTS � BUILDINGS ON THE SAME LOT SHALL BE OF 150(KF� HIGH EFFICACY LUMINARIES OR SHALL BE VQ VAPOR PROOF LIGHT FIXTURE U CONTROLLED BY 4 110 DUPLEX RECEPTACLE W PHOTOGONTROLMOtION SENSOR - � � NOTE WEIGWT IF oTWER TWIN•17' J � COMBINATION. AFCI 9 ARC FAULT W GFf GROUND FA UIT W FAULT CIRCUIT INTERRUPTER HIGH EFFICACY LUMINARIES MUST BE PIN IM WP GFI DUPLEX WATERPROOF cw BASED f 220V OUTLET a 220V CB.BOX FOR AC COMP.36'WIGH NEC.SECT.42226-NON-HIGH EFFICACY LUMINARIES HUT BE � APPROVED � m SWITCHED ON A SEPARATE CIRCUIT FROM FOR PERMIT ISSUANCE 5 SINGLE POLE SWITCH a•4tY HIGH EFFICACY LUMINARIES. SCOTT FAZEKAS&ASSOCIATES,INC. TWREE WAY SWITCH• cDrmrTER SWITCH a•48'. BY DATE o- PUSH BUTTON a•36' L' c Thcse plane have been reviewed for adherence to the ® O/IMES W o +1 applicable codes and ordinance. Authorization Is PWONE JOCK•4Y 4 a'• _ 4e H hereby granted to Issue a building permit pending 4 0'4e KITCWEN W TELEVISION JACK•12' 6 approval by all applicable City agencies. Q Z HOSE BIB(AND SWOT-OFF VALVE IF NOTEDI '.0 NOTE: The Issuance or granting of a permit based an 0 -ALL FIXTURES SHALL BE IDENTIFIED, approval of these plane shag not be construed to G45 FUEL GAS LABELED AND THEN CROSS, permit or approve any violation of the applicable LOOSE KEY VALVE + T REFERENCED.APPROPRIATE codes or ordinance. No permit presumed to give u SWITCHING DIAGRAMS MUST ALSO BE authority to violate or cancel the provisions of such OW PROVIDE COLD WATER LEE TO REFR16ERATCR � SHOWNTO DEMONSTRATE c odes shall be valid. SMOKE DETECTOR WARDWIRE TO HOUSE CIRCU'TRY m n COMPLIANCE WITH LIGHTING IN TANDEM AND PROVIDE BATTERY BACKUP. o STANDARDS. AND INTERCONNECTED w M Fi >—[UNDER CABINET FLUORESCENT ry 2'x 4'4-TUBE FLUORESCENT CEILING FAN(PROVIDE SEPARATE SWITCW FOR LIGW'I Sc Dirt - N 1� D ;/t/De AGZ Q5_57 om SMOKE DETECTOR �— SHEET No SWALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING E 1 AREAS.SMOKE DETECTOR SWALL BE WARD-WIRED AND EQUIPPED WITW A BATTERY BACK-UP OF SHEETS PAPER BACKED 0^ WIRE MESH HEADER L\ STUCCO FINIS TEXTURED ..._-_..._. _ .. I/Z'GYP.BD. GYP.BD. EXT.FINISH R-13 INSULATION CASING --- Q Zx STUD WALL SASE " GAS VENT MIN, PRESSURE TREATED DOOR 'nil _ CLEARANCE SILL PLATE FLOOR FINISH ND rsEVlsoNs nary flr MOUNTED TYPE "B" VENT n LIGHT TO WOOD 1" COMBUSTION AIR G.I.WEEP SCREE I I Q Vi G.I. II M FROM ATTIC -' o ao W W I THRESHOLD FOR PROVIDE CONVINIENCE Il z W a L Q 3: EXT.DOOR (V OUTLET WITHIN 25' OF ZJ V)V) �OOP O� Od :'t 'r"rL-PEf TL DRIVE OR Q EQUIPMENT �- p 4 PROVIDE POSITIVE _ ' �f ._�._._..._._ m FINISH GRADE tl _ ___ Q ELECT. DISCONNECT. ` \ CONC.FOOT' r J CONDITIONED SEE STRUCTURAL AIR SUPPLY____,,-' PLENUM F.A.U. Q Li LL - — E - -- —�. .�--- 5TUCC0 SCREED _I 5 DOOR LDETAIL 3,4 -o g �? O z'-6" CIRCULATING VENT TO OUTSIDE AIR, 01 AIR SUPPLY W/P. & T. VALVE GYP.BD. V --ExiERiORFINi511 Q f— J TO TERMINATE OUTSIDE OF BUILDING Q W A IC ACCESS 1. - ACCESS TO FURNACE MUST BE LARGE z x WINDOW TRIM (n ENOUGH TO PERMIT REMOVAL THE HEADER 0 Ld LARGEST PIECE OF FURNACE 30" MIN. 11 z Y 2— PASSAGEWAY TO THE ATTIC FURNACE - = SHIM n z Y ATTIC LIGHT SHALL BE UNOBSTRUCTED & HAVE A -_- SWITCH CONT. SOLID FLOORING NOT LESS THAN � o 6.- PROVIDE A SECONDARY 24" WIDE, NOT MORE THAN 20' LG. (z)t-t/z•' x 16 GA I I SEISMIC STR i 3.- MAX. DISTANCE OF F.A.U. TO SCUTTLE IS I I � DUAL GLAZED WATER TIGHT CORROSION 20'-0" I I a o _ _ r, WINDOW TYP.UNO Z RESISTANT METAL PAN ENCIRCLE v a Q 4.-- FURNACE MUST BE APPROVED FOR ATTIC WRAPPED � BELOW CONDENSATE. INSTALLATION BY AN APPROVED TESTING HEATER W PRODUCING EQUIPMENT LABORATORY. F.F. SE SHALLDBE n INSTALLED IN THE ATTIC. ANCHORED THE SECONDARY DRAIN LINE 5.- PROVIDE MIN. 30" DEEP UNOBSTRUCTED GAULKIN MUST BE SHOWN ON A POINT WHERE WORKING SPACE IN FRONT OF FURNACE. IT CAN BE READILY OBSERVED. ANCHORAGE OF THE WATER HEATER SHALL BE ACCOMPLISHED BY THE USE OF MANUFACTURED DEVICES SPECIFICALLY APPROVED BY - Z x WINDOW TRIM THE STATE ARCHITECT'S OFFICE. THE INSPECTOR RESPONSIBLE FOR THE PLUMBING WORK SHALL VERIFY THE ANCHORAGE OF THE WATER HEATERS FAU DETAIL v5 -WATER HEATER 3/4'P-0• 6 WINDOW DETAIL CONC,TILE I-LAYER 30'FELT CONCRETE tll-. C/PLY,SHEATHING ROOF O/FELT CONTINUOUS PAINTED METAL EAVE RISER CLOSURE _ - 1.f R-30 BATT INSULATION FRAMING PANTED CORNICE PER OWNER 1 DRIP EDGE LOCATIONS OPTIONAL ORTILE OVERHANG DOUBLE / TOP PLATE ' Z x FASCIA 74 GA.(CORROSIO RESISTANT METAL) STAINED Ix6 - PAINTED 5/8'GYP VALLEY FLASHING- TAG STARTER BD. BD.LIGHT ORANGE PROVIDE 30"ROOFING INTEGRAL COLOR l/&' UNDERLAYMENt BELOW PEEL INSULATION SWEAMOI5T OP VALLEY SWEET. R-13 INSULATION SWEAT SHEET.n O/PAPERBAGKED WCEMENT ERE MESH .n Z x 4 STUDS a PLYWOOD SHEAR PANEL 16'O.C.UN.O. Q WHERE OCCURS SEE STRUCT/ _ 1 EAVE DETAIL 3 '7 VALLEY FLA5HING ,:•= 3 LFn 01 APPROVED n r, N 1`FOR PERMIT ISSUANCE 1 Zx NAILER CONCRETE 71L E Fz a i SCOTT FAZEKAS&ASSOCIATES,INC. SECOND LAYER TRIM CAP dd u gy DATE '1 OF 30-FELT CONCRETE TILE ,,, +z isO/RIDGE NAILE _ These plans have been reviewed for atlherenca to the $ heplic granted to ensue a inuanc.gApahmitzpentlins Zx BLOCKING PLY.SHEATHING = u N DIAPHRAGM r approval by all applicable Clty-gentles. The Issuance or granting of a permlt based on FRAMING L' w 30" approval of these plans Shall not be Construed to F SEE PLAN LAYER n permit or approve any violation of the applicable FELT ry 1 codes or Ordl nance. No permit presumed to give m authority to violate or cancel me provisions of such o o Ll r dna shall be vnlid. \ ry \\ Q .^DA1. DATE-_---- NOTE 5/25 06_ l! DWN. BY Jsn ND. GZ AG 05.-57 SHEET NO. a . D1 RIDGE 3/4•I-O• 4' --__. .__..____ - r anecrs A - A 2X2 NAILER SCTN --`IX CUT TO FIT EA.SIDE ONT A DES CONTINUOUS 2X&CAP 6" SQ. HOLLOW CLAY EAVE VENTS 0 (SPLICE AT POST) WHERE SHOWN W/G.I. MESH N RFVIsioNs oAT1 I,'CONTINUOUS 2X4 WIRE MESH W/ J" OPENINGS I, 2---- PIPE COLUMN W/WOOD iXXt" __ TOP RAIL TRIM PER DETAIL "W/I' Q OVERLAP I r IX8 FENCING W/V OVERLAP X2 2X2 NAILER I I T Qo • N SIDES CONTINUOUS O 2X4 BOTTOM Q DIA.X I}' STUDS m 3 PLACES RAIL (I-TOP;I MIDDLE,1 SOTTOM) L) GALVANIZED 2�'OD. COUNTERSUNK NUT t WASHER PIPE COLUMN a ;.. ---PIPE COLUMN J SCN.40 ASTM A536"GRADE 5 METAL POSTS MAX. '. LOOSE GR 'EL 0' QW L MAX.8' O.G. ALLOW FOE ** a CON Z OCRETE PENETRATION � � 7 1 WOOD FENCE PLAN VIEW SCALE: I'=I' WOOD FENCE SECTION/ELEVATION CLAY EAVE VENTS 0 Q w SCALE:1/4': 1' Elf 2 SCALE:I'= I' LL (n E � zY WROUGHT IRON RAILING. T.O.R. -— - CONCRETE TILE ROOF CAPISTRANO TYPE BY "EAGLE" TILE TO MATCH HOME. W.I. POST 0 n -W.I. BRAKET EXT. STUCCO 0/ PAPERBACKED METAL LATH 0 /2 X STUDS ® 16" O.C. - GLASS I COLOR TO MATH HOUSE MAILBOX WROUGH IRON RAILING AT INTERIOR PAINTED V) SCALE:1R'.I' W.I. - - z J� FINISH WROUCHT IRON RAILING. Q - CONRETE CAP T,O.PILASTER, � e � O 16'SORIIASTER MMATCNOHF sE _ FRONT 4 SIDE VIEW CONCRETE BLOCK HANGING LIGHT FIXTURES BASE CONCRETE BLOCK SCALE: I'= I' STUCCO FINISH MATCH HOUSE F.F. CONCRETE BLOCK w aa nuRouG IRON RAILING AT sTREEr DECORATIVE MAILBOX ELEVATION CO SCALE.V - I' 'o ro - n Q J j' EXT. STUCCO 0/ PAPERBACKED a METAL LATH 0/2 X 0 x STUDS 0 16"O.C. WOOD DOOR COLOR TO MATCH HOUSE �a — a' APPROVED -- u FOR PE NCE LOUVERED Gaape lP orlodlry anlSh blCYo LOUVERED IRON HANDLE an rll oat pfesII abl 1 sC i a dnni ls sm no VENT VENT TO MATCH BY HINGES hna a cric or ng TIF>nhs hm,InNCw.i I ihIas V ...._.-._.._ hby gr to 1a t m Pa ~ti WOOD FRAME SCREEN I2z ys Zo w The Issu grflntin g of a Porml`hns on T ,l ' nt to ACCENT i d,n g1 uo$ na of I rh 0 + r rnrlra I?all�<vnli:t•R r r U N G o CITY OF _AKE ELSINORE SUIL ING DIVISION a-t ( _. _-_- F FRONT AND SECTION scA r r,ATL -- FL_I\'N1IT N TE 3/3o/OB RECESEED ARCH MAIN ENTRY ELEVATION ----- „W". ,,,,__ SG<1LE I'- I' SCALE:3/4' I' SIDE ENTRY GATE ELEVATION ;�? tAP O5- 5 _ SCALE:112' 1' OF - - .irlLfT'i 1 y. CONDITIONS OF APPROVAL FORA MINOR DESIGN REVIEW OF A CANDITIONS OF APPROVAL FOR A MINOR DESIGN REVIEW OF A IESIDENCIAL DUPLEX LOCATED ON THE WEST SIDE OF LANGSTAFP CONDITIONS OF APPROVAL FOR AMINOR DESIGN REVIEW OF A RESIDENC[AL DUPLEX LOCATED ON THE WEST SIDE OF LANGSTAFF RESiDENC[AL DUPLEX LOCATED ON THE WEST SiDE OF LANGSTAFP CONDITIONS OF ApPROV T FOR A MINOR DESIGN RE W OF A Q STREET.180.FEET SOUTH OF FLINT STREET(APN:374052-012) STREET,180-FEET SOUTH OF FLINT STREET(APN:374-052_012),, RESIDENCIAL DUPLEX LOCATED ON THE WEST SIDE OF LAN - STREET,180.FEET SOUTH OF FLINT STREET(APN:374052.012 STAFF N REVISIONS Dints:tar STREET.180-FEET SOUTH OF FLINT STREET(APN:3 74 052-012J, fNoe Fts ill be in der datdr a rcAppro nil ate dx end cy he s atailaE a at Jx trre cf approu L The eras 9. All windows shall use foam surrounds and/or other architectural-type features approved by the 20.Planting within fifteen feet(15)of ingress/egress points shall be no higher than 36 inches. tea uoswJl&eueuefa[dztrre�pe ruusuatanandm'YEe ens( Community Development Director or designee. GENERAL CONDITIONS 21.The Applicant shall provide an irrigation system for landscaped areas onsire asshown on the 32,The applicant shall meet all Conditions of Approval prior to the issuance of a Certificate of O 10.Itoofmg materials shall have a minimum bass"A"Fire rating,and so noted on the construction The i Ctcupanryand release of utilities. K) P� landscape plans. irrigation system shall be fully installed and operational prior to the � 1. The applicant shall defend, indemnify, and hold harmless the City, its officials, officers, issuance of a Certificate of Occupancy. 33.The applicant shall pay the Multi Species Habitat Conservation Plan Fee (MSHCP) Local employees,and/or agents from any claim,action,or proceeding against the City,its officials, I1.The applicant shall extend the required guest parking spot to accommodate two(2)vehicles as Development Mitigation Fee of$1,651.00(fee for density less than B du/ac riot to obtaining N officers,employees,or agents concerning the project attached hereto,which action is brought 22.The Applicant shall prov de a rain sensor as shown on the landscape plan.The rain censor shall 6i�� )P g forward within the time period provided for in California Government Code Section 65009 and mandated in the Lake Elsinore Municipal Code.Futhernore,the two(2)tandem guest parking be installed prior to the issuance of a Certificate of Occupancy, 8�mors' 0 Public Resources Code Section 21167. spots shall be comprised of matching concrete strips with Landscaping in between. 23.All exposed slopes in excess of three feet(3)in height shall have permanent irrigation s rem 34.The applicant shall submit a check in the amount of$64.00 made payable to the County of Q Q 12.Applicant is to meet all applicable City Codes and Ordinances. fl Riverside for a Notice of Exemption.The check shall be submitted to the Planning Division for Q U 2. The decision of the Flooring Commission shall be fret ten(10)days from the date of the and erosion control vegetation installed,as approved by the Gc-/s Landscape Architect.A processing within 48 hours of the projects approval, <decision,unless an appeal has been filed with the Gty Council pursuant to the provisions of 13.A cash bond of$1,000.00 shall be required for any construction trailers placed on the site and Planting and Irrigation Plan shall be submitted,approved and planted prior to the issuance of a J Chapter 17.80 of the Lake Elsinore Municipal Code. Certificate of Occupancy.Fees are required for review of plans and inspections. 35.The a Gc used during construction. Bonds will be released after removal of trailers and restoration of the applicant shall pay all applicable Library Capital Improvement Fund fee. Q W L.I J site to an acceptable state,subject to the approval of the Cotmmunity Development Director or ys per Building and Safety Division standards. 36.Prior to the issuance o an building Z Q fY PLANNING DMSION designee. 24.Driveways shall be constructed of concrete j y g permit far the Project,Developer shall enter into an O 25.Walls or fences located in an front agreement with the City and the Redevelopment Agency of the City of Lake Elsinore to 3. "nor Design Review approval of a residential duplex located at APN 374-052.012 will lapse y yard shall not exceed tin neigh inches(link in height with Q Z 14.The applicant soar comply with the 00}/s Noise day Ordinance. Friday,and activity shall be the exception that wrought-iron fences maybe five feet(5)in height.Guaira link fences shall be provide(a)with of the units constructed in the Project as affordable housing units to -] ll and be void unless a building permit k issued within one(1)year of the approval date. limited to the hours of 7:00 AM to 5:00 PM,Monday through Friday,and no construction accordance with the requirements of Section 33413(b)(2)of the California Community �- � � prohibited. 4. Condition of Approval shall be reproduced upon page one of building plans submitted to the activity shall occur on Saturdays,Sundays or legal holidays. Redevelopment Law(Health and Safety Code Sections 33000 et seq.),or(b)an alternative Q J Building and Safety Division for Plan Check All Conditions of Approval shall be met prior to 15. Gcanc shall comply with all re g 26,All walls and/or fencing need to be located off the property line.If the Applicant proposes to equivalent action tion as determined by the City which may include (without limitation) 0 < W APP P Y requirements of the G s Grading Ordinance. Construction place any walls and/or fencing on the property line he/she must submit a notarized agreement dedication o vacant land,construction of affordable units art another site,or payment of an f- (n the issuance of a Certificate of Occupancy and release of utilities. generated dust and erosion shall be mitigated in accordance with the provisions of Municipal in Iti fee at the rate of$2.00 per square foot as assessable s ace or each dsvellhhg utruir Ira Ur ld_I Code,Chapter 15.72 and using accepted control techniques. Interim erosion control measures between the subject property owner and the adjacent property owner to the Planning P f Department prior to installation. the Project.For purposes of this condition, "assessable space"means all of the square 5. Prior to issuance of any grading s, building permits,the applicant shall sign and complete an shall 6e provided thirty(30)days after the site's rough grading,as approved by the city footage within the perimeter of a residential structure,not including any carport,walkway, Z Y Development ovule nt Dept t rat foCondr and shall return the executed original[o the Community Engineer. garage,overhang,patio,enclosed patio,detached accessory Q Q Development Department for inclusion in the case records. 27.The applicant shall construct the Gtyrs Standard six foot(6')wood fence along the sides and ry structure,or similar area.77ie rear property line. When views exist,the applicant shall have the option of constructing a amount of the square footage within the perimeter of a residential structure shall be 6. Prior to the issuance of a budding permit the applicant shall obtained and submit a"will serve" 16.Any exterior au conditioning or other mechanical equipment shall be ground mounted and tubular steel fence.The applicant shall be required to remove and replace any existing chain lint calculated by the building department of the City in accordance with the standard practice of letter from Elsinore Valley dinMunicipal erWader District h the obtained satisfaction of submit Director illserve" e" screened so that they are not visible from neighboring property or public streets. Air fencing and any fencing that is in poor condition.It will be the responsibility of the applicant to the City in calculating structural perimeters.(Added by Planning Commission on 5-2-06) conditioning units and related equipment may not encroach more than two-feet(21 into die Community Development The"will serve"letter shall specifically indicate the specific water contact the effected neighboring property owners.If the existing fencing is in good condition, ENGINEERING DMSI N flow volumes for both domestic and fire prorection water supply. required minimum side yard setback this requirement may be waived per the approval of the Community Development:Director or ON Designee. 7. All site'improvements shall be constructed as indicated on the approved site tan and elevations, 17.Ganges shall be constructed to provide a minimum interior clear space of twenty feet(20�x GENERAL unP pP P Twenty feet(201 for two can. 28.The budding address shad be a minimum of four inches(4")high and shall be easily from with revisions as noted herein.The applicant shall meet all required setbacks pursuant to the 37.All public Works rem P Historic Elsinore Architectural Design Guidelines and the Lake Elsinore Municipal Code 18.The Applicant shall plant street trees,selected from the Gty Street Tree List,a maximum of the public right-of-way.Care shall be taken to select colors and materials that contrast with requirements shall be complied with as a condition of development as (LEMC).Any other revisions to the approved site plan or building elevations shall be subject to feet 30 apart and twee four inch 24" box aloe all street frontages.Planting is subject building walk or trim. specified in the Lake Elsinore Municipal Cade(LEMC)prior to building permit. the review of the Community Development Director or his designee.All plans submitted for thaw ( P rY` ( ) 8 g u J 38.Submit a"Will Serve"letter to the CityEngineering Division from the applicable water BuildingDivision Plan Check shall conform to the submitted laps as modified 6 Conditions to the approval of the Community Development Director or designee prior to issuance of a 29. hcant shall rovide a flat concrete ad a minimum of Y.0"b 7'-0"ad acent to each P Y Certificate of Occupancy. dwe P P Y j agency statin B project of Approval dwelling unit.TTte stooge pad for trash betels shall be concealed from public view. B that water and sewer arrangements have been made far this ro'ect and 19.The Applicant shall provide shrubs and plant materials as shown on the landscape plan.An specify the technical data for the water service at the location such as water pressure and S. Materials and colors depicted on the plans and materials board shall be cued unless modified by APP P P P P y 30.The applicant shall provide assurance that all required fees to the Lake Elsinore Unified School volume etc. Submit this letter prior to applying for a building permit. changes to tails plan shall be subject to the approval of the Community Development Director District have been paid prior p to issuance of building 1'e the applicant and approved by the Community Development Director or designee. or designee.The landscape plan improvements and plantings shall be frilly installed Prior to reties. 39.Arrangements for relocation of utility company facilities(power poles,issuance of a Certificate of Occupancy vaults,etc.)out of the31.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of building roadway or alley shall belthe responsibility of the property owner or his agent. Planning Commission Approved Planni5/2/2ng Commission Approved permnmgC m Planning Commission Approved s. 5/1/2006 5/2/2006 5/2/2ngCoalmissinn Approved _...- _... 5/2/2000 5IV2006 '1: , CONDITIONS OF APPROVAL FOR A MINOR DESIGN REVIEW OF A CONDITIONS OF APPROVAL POR A MINOR DESIGN REVIEW OF A CONDITIONS OF Al FOR A MINOR DESIGN RE VIE W OP A RESIDENCiAL DUPLEX LOCATED ON THE WEST SIDE OP LANGSTAFP REESIDENCIAL DUPLEX LOCATED ON THE WEST SIDE OF LANGSTAFP RE ONDITIO S OF A LOCATEn ON THE WEST SIDE E L NGSF STREET.180.PEET SOUTH OF FLINT STREET(APN:374052.012). STREET,IBaFEET SOUTH OF FLINT STREET(APN:3 74 05 2-012. STREET, SO rI H OF FLINT STREET(APN:374052.012) J - Q 40.Provide fire protection access and facilities as required in writing by Riverside County Fire. 49.Apply and obtain a grading permit with appropriate security prior to any grading activity. FEES Q 41.in accordance with the City's Franchise Agreement for waste disposal&recycling,the 50.A grading plan stamped/signed by a California Registered Civil Engineer is required since Of applicant shall be required to contract with CR&R Inc.for removal and disposal of all waste the grading exceeds 50 cubic yards and the existing flow pattern is substantially modified as 59,Pay all Capital Improvement and Plan Check fees(LEMC 1634).The tratfe mitigation fee material,debris,vegetation and other rubbish generated during cleaning,demolition,clear determined by the City Engineer.The grading plan shall show volumes of cut and fill, is$1,369.00 and the drainage fee is$.00(.Dist.)and the TUMF amount is$7,248.00. and grabbing or all other phases of construction. adequate counters and/or spot elevations of the existing ground as surveyed by a licensed Q STORMATER/CLEANWATER PROTECTION PROGRAM surveyor or civil engineer.Contours shall extend to minimum of 15 feet beyond property STREET IMPROVEMENTS lines to indicate existing drainage pattern. Apply and obtain a grading permit with 60.City of Lake Elsinore has adopted ordinances for storm water management and dischargeLL N appropriate security prior to grading permit issuance, P g 42.Construct all public works improvements from property line to one foot beyond centerline of control. In accordance with state and federal law,these local storm water ordinances L0 Langstaff Street and pavement transitions per approved street plans(LEMC Title 12). Plans 51.Provide soils,geology and seismic report,as part of this report address the requirement of the rp obiblt the discharge of waste into storm drain system or local surface waters. This (f) 0 must be approved and signed by the City Engineer prior to issuance of building permit Alquist-Priolo Earthquake Fault Zoning Act.Provide final soils report showing compliance includes non-storm water discharges containing oil,grease,detergents,trash,or other waste Z (LEMC 16.34). with recommendations. remains. Brochures of"Storm water Pollution,What You Should Know"describing O preventing d- measures are available at City Hall. 52.In accordance with the City's Franchise Agreement for waste disposal&recycling,the F' 43.A Calif.Registered Civil Engineer shall prepare street and alley improvement plans and applicant shall be required to contract with CR&R Inc.for removal and disposal of all waste PLEASE NOTE: The discharge of pollutants into street, gotten, storm drain system, or specifications. Improvements shall be designed and constructed to Riverside County Road material,debris,vegetation and other rubbish generated during cleaning,demolition,clear waterways -without Regional Water Quality Control Board permit or waver- is strictly Department Standards,latest edition,and City Codes(LEMC 12.04 and 16.34). Street and grubbing or all other phases of construction. prohibited by local ordinances and state and federal law. Z Z improvement plans shall show existing and future profiles at centerline of street,at top of CITY OF LAKE PLSINO F QOMMUNITySERVICES DEPARTMENT 0 f1 curb and at centerline of the alley.The profiles and contours shall extend to 50'beyond the 53.The applicant is to provide erosion control measures as part of their grading plan.The 61.The Developerto paypark fees of$1,600 perunit. U Q property limits on Langstaff Street centerline. applicant shall contribute to protection of storm water quality and meet the goats of the BMP in Supplement"A"in the Riverside County NPI)ES Drrsimgc Area Management Plan. 62.The Developer will be re ry f program 44.If the existing street improvement are to be modified,the existing street plans on file shall Pe required to participate in the"Public Facili ' ee ro ram be modified accordingly and approved by the City Engineer prior to issuance of building 54.All grading shall be done under the supervision of a geotechnicel engineer and he shall 63.The Developer is to participate in the City-wide Lsl�, R E�ANCE T cs �N n permit.An encroachment permit will be required to do the work. certify all slopes steeper than 2 to I for stability and proper erosion control. FOR PERMIT S SCOTT FAZEKAS R ASSOCIATFS,INC. ro 45.Work done under an encroachment permit for off-site improvement shall be delineated on DRAINAGE 64.The Developer is to complywith all City Ordinances regarding construction debris removal and o c� w the street improvement plans and approved and signed by the City Engineer prior to issuance recycling as per Section 8J2 of the Lake Elsinore Municipal Code. TB ese plans have,eon rvv,,,., DATE W e +d m I to,aiPllnem:n In the 2 of building permits. 55.On-site drainage shall be conveyed to a Public facility,accepted b adjacent property owner epplicable cods and „I,I•,,.,.,ca. Awho,lrnnnn is -18 w Q a H by a notarized letter of drainage acceptance,or conveyed to drainage casementp Y LAM ELSINORE UNIFIED SCHOOL DISTRICT hereby granted to i�;•;�,o,,h,,,i,l,,,n nrnmu u,r,n,lilul c 46.Pay all fees and meet requirements of an encroachment permit issued by the Engineering app-ill try ran np,nn,0"1:"y f5= Division for construction of off-site public works improvements(LEMC12.08,Res.83-78). 56.All natural drainage trevening the site shell be conveyed ed throw the site,or shall be 65.Under the provisions of SB 50,the owner or developer will be required to pay school fees or The Issuance or eminn nil a permit h""d on "' 6 All fees and requirements for an encroachment permit shall be fulfilled before Certificate of collected and conveyed by a method approved b the City Engineer. enter into a mitigation agrcemenc poor to the issuance of a certificate of compliance by the aermit l of m,•so hie„s:,,,,.,u o;n hn to Y ty district. Permit r as,n,ovr :,,,y v,".� , + Occupancy. codnc or orrt........., N. A,Ilharily to v,ICI:, I', I, 57. o drains shall not be allowed to outlet directly through coring in the sheet curb.Roofs LAKE ELSINORE POLICE DEPARTMENT cndns should 47.All compaction reports, grade certifications, monument certifications (with tie notes shoull d drain to a landscaped area. N m a delineated on 8 1/2"x I1"Mylar)shall be submitted to the Engineering Division before final Applicant shall provide assurances,prior to building permit,that all requirements of the e h rc I^n inspection of off-site improvements will be scheduled and approved. 59.Submit Hydrology and Hydraulic Reports for review and approval by City Engineer prior to I 66.The Elsinore Police Department have been met issuance of building permits. Developer shall mitigate any flooding and/or erosion GRADING downstream caused by development of the site and/or diversion of drainage. RIVERSIDE ODIM 'Y FIRE DEPARTME sx Y,/, 48.The developer shall obtain all necessary off-site easements for off-site grading from the 1 67.The applicant shall provide assurances to the Gty that all requirements of the Riverside County sc --' omit-'-adjacent property owners prior to f Department map approval. Fire Department have been met. NOTOT D a/t/os Pluming Commission Approved Planning Commission Approved ,' ' 5/V2006 5/V2006 Planning Commission Approved DiwN. er ape No: AGZ OS-57 _. 5/2/2006 inter Nn. COA OF s,atrts _ - 0 Certificate Of Compliance:Residential (Part 1 of 3) CF-1 R Certificate Of Compliance:Residential (Part 2 of 3) CF-1R Certificate Of Compliance:Residential (Part 3 of 3) CFA R L\ rof led Duplex Residence _. _.. oM. _05/25(2006_ AlfaroDuplexResidence__._,..,_ -. 0512512006 AlfaroDuDlexResidence _ 05I25/2006__. Prelad TXls Ins .. Pmind TNs -_...-_ - Dab - Dab I an ctafr St I eke Elsinore _ _ Prof FENESTRATION SURFACES HVACSYSTEMS /- ----'-" "' -- ThR _ �aOD«��- i True Cond. Location/ He Minimum Cooling Minimum Condition Thermostat /^.`--'-' - veeumemeumAUN (M_p879-3850 plant m # Type Area U-Factors SHGC' Azm.Tilt Stat.Glaz�ng Type Comments Location Type _ Minimum Type Minimum Condit T C...' peeress _--. - aolaln9 P Eff Eff SLWus a o. -- ���{1pprrrD� rg posed Compliance 3 L Fes' -t4Il_0=NESG0.92 NERC �-aO.NesL-OouNECMe1Rbl-Cka.I ResHVAC Gnhel Fu 1�I M 80%pF11E 3 ---_-�- _ Comcli� Med1o0 --- CIh,rMe tarts ,2�Window Front N 4QQ20 NFRC 0.72 NFRC 0 90 New Oouhle lwn MetelCbar LowE UnX 11GRIHWae2om ._ _ r COMPo011er' 14.0 SEER New SMWdk NO flCVI510N8 DATF. Rr -_-___ Rea HVAC Carrier Fumaee % S M1Airdpxlitloner 14.OSEE New Selbadc _ TDV Ene Use Standard Pro p '�i09pw LeR (E) +e.a 0920 NFRC 0,72, FRC_ gg g NM _OO1QIq R90kEbLGlbarLgY�-UnX11 yl3le.sa2enn,- -- �--- kBtulsf-r Design Design Margin It.Window Rear (S)-4y,Q 0,'ON�C 0.72 NFRC-_t¢�_90 New Double ran Metal Clearlav�Unit I(GR H,)-ou{-e2one ------ + --- -'-" -- rL tJN ndow R'Oht M 11.0 0._320 NFRC�NFRC_2jig_q0 K_DOub Ner Me%LrrLow E Unit OR)Nouag;,4na HVAC DISTRIBUTION Space Heating 6.59 5.66 0.93 0_Wndw FrxA !N1 tali 07zoNFRCAn-NFRC __9o.tjav _OguhhtlgBMffiatSlea[LawE-UnX21GL1HouseZnne Duct Duct Condition Ducts Space Cooling 20.10 19.78 0.32 Z W!ndoal__F.mDL-!NL�0A b3111 HERC0.3221ERC_ 0_80 New-Oovalo.tlonfdeteLClearLarr.E-.UOX2(GL1HMnRZDOe___ Location Heating Cooling Location R-Value Status Tested? 0 Farrs 3.59 3.59 0.01 8 WIMow LaR (EI 11.0 0_320 NFRC 0_32 NFRC__90_g0 New OouNa xan Mehl Clear L.ow E Unit 2(GU Hauae2one lea HVAC Ducted Dulled Aqt S� __ _ S_ Ddow Rear rSl-�0.0.0.32D KM 0.32 NELU.-050._90 NmtL.-QoublariostMeGLCIeaLLoa_E-_UNt2.(G11HDvreZmr__ Res HVAC Ducted Duf-d _-_._Arita ...6.0 New_-_N_o_`__. Domestic Hot water 10.00 16.60 -1.00 IQ yrodow meM nrvt 46.0 D=vE�O,=NFRC-27p-_yO tloY-pquhle.tlgMLtlaLClearlOwF-11nit2lfiU.NtamZ2nx_ --- Egmos .00 0.00 25 __...-------•----_---...--------------' Hydronic Piping Totals 45.89 45.64 0.25 -- --.__.___-_--__..._.....___._.__-__._-.,--.-_-.- - B C MPL _ _ nt _Percent ethan Standard: 0.6/ �temNme engtM1 Diameter hick. HER VERIFICATION TI REQUIRED � O Building Type: (Ja Single Family ❑AddlUcn Total Conditioned Floor Area: 2,096 ftz -- -- - .--__.-_---,-..---_- WATER HEATING SYSTEMS 1 th ❑Muni Family -_-. -_---.____-___--_-- -_-_.. Rated Tank Energy Standbys Tank Insul. Q y ❑Existing+Adtl/Alt Existing Fluor nla ftz - System Name Water Heater #in In ut Cap. Condgion Factor Loss R-Value --------- Y T e Distribution pp z - -- YP Svst. (BlWhn (al Status or RE+ ..„-_._ U Building Front Orientation: (N)0deg Raised Floor Area: p ft 1.kalmre aovme eiaanmm NFAe or reek neA z.Imiahaouww ennm rmn N7fle«T.bse nee. g-) �Y0) � LI- 2 MSEM 44V40.1 ae Smell Gas No Pipelnsulaton 1 40000 39 New 0*05 Na nh EEM 4V40-1 --`-- Fuel Type: Natural Gas Slab on Grade Area: 2,096 ft INTERIOR AND E)(TERIORSHADING -SN °r= SIaaLLGea-ti¢P�Dnt❑swall�y 40000 39 Now --" Fenestration: Average Ceiling Height: 9.0 ft Window ___Oye_rlrang- LeR i� Right Fin -D.85- ra_. z .__E> gL_ShadClltPe SHSzQ HN_wd_.__Len. _I�_pL._, _LEA. _RF�e D!k Len. _Hill..._..._ DIe1. Lott._ Mul&Family Central Water Healing Details '----- -"-........"... ; I1� Area: 306 ft Avg.U: 0.32 Number of Dwelling Units: 2.00 1 Buo sheen _ 0.78 0.D _0.0 -,0_0. 0.1.09 0.9 _- _ _ Ratio: 14.6% Avg.SHOO: 0.32 Number of Stories: 1 Z B�Saeen o,7lt 4.0 4.0 5.0 0.1 6,0 5.0 __ Hot WalBr PiDing LetgOr(Rl Add 12" -- 7_ BUD Soeen 0.78 O.0 4.0 1.5-]0, _,j_s 1.] - OIBnUm Outelda BUfied IrlBulagOn BUILDING ZONE INFORMATION #of Thermostat Vent A Buogo5a0- 0.76 _p,p __0,q Water u p Control HP T_ _ In P Zone Name Floor Area Volume Units Zone Type Type Hgt. Area 5 Bu�saeen o"7@ q,g 4.0 __j 5__o i��,5�,0y _ z . .-.. _..- 13 BuBScTeen 0.76. _0.9 _0.0 ....a0_�.1.__D.0_0.0 _ --- RG,HVAC .__ _. iron - 9.432 _7.00_ -.-Gnnrla:•,n.n _sAuMk__ -2 -Liao - - _- -. ---_ _-- -„_.- - anSITYAC_ _1,04a -%4R -A.g0_ -_CahlhaoM -_SAMA0,_- _-2 -Na 7 8:93«�an �2L �.9 _._.0 --.IQ_..g.}...BA-O,Q -._ -_ -_,-. -_ F-mal oas ime�welred 1*11-.71�='j,50gD�B'AMA ant heed pump wMerneehra.lhI ere Ada, 1 Bug Baeen 0.76 4.0 I.D 1.5 0.1_.,1.5-.t.e _,_____ -_,. -_,_, _- _- 9 we r mm,l.I.,=lnpd.Remvnry EMtlenry ant SlxM lms. v/__ _ For narantaneoUn gas a n, Rated Input.an Rzmwry F.ndenry. O Q J"- -- ---- 11 BugSoeen 016 4.0 1.9 0.0 0.1 0.0 0.0 .- - OPAOUESURFACES - - - - Zo Bug srreen 0.76 4.0 To _15-01.Fs%s, -- -. - - - ---- W Insulation Act. Gains OStatusn - _- _ --- -- -- -- ---"---------"---------.. _.___ _.. .. _ T Flame Area U-Fac. Cay.Cont. Azm. TIN YIN Status JAR/Reference Location ICmmments LLI W.I_Nmd_-lints nv3>_R3a B&A n-go Nw LL B7 IIGILLIGRIH«�o>„�,. _. .. --- - 7Nm-_Woad-_-37A_0.1aZ�]3B9.LL-d.�] N.., .- -_. __- ___ - _- JNed-101➢aL-__29D. e+oz q-la.1L43a_-90.-� New_-0213 It,.I(OR'w.sr2eni_-- _. _ -_ -. _ __-....._.._ ---- -- --- COMPLIANCE STATEMENT YYaI-Wood_-2ZZ2114._LU02_RJ1Bfl11�8LL_90 Ner, Octal Lnki(GR,H - _,_ - -,_ -,- __,- _ _ ----, -__ TelsoeNlns,arwmm hl Sf¢ S DU,21k,:nee qM sle,entI"o"A aramedWhiromply with Tlee24,Pamt+andgo/Necelir°mlecme°t Raw-NmL--uZ_D-1M_R]x-RAM___a-90 NAw-_neat U 1(GL)H«r.e>rMv - -. -_ -_._ -_ _- -. R kC M q d,nl sari-1dDod--LMfl J1.032.BJO B9S-a-22 Nrw l]1_A7 LNt7.(GU tlOus.>nne ._ __... -- -_ ..._.,._ __-. -_-..- -._ •--_ _- "'All deals. The undersigned remgnlm thatWmmmpllanlmnusinl dud design.duct seaUn��velMCeBoe has n of mMgemM deaned by the l eam 77Na,Insulation lmtellnBwl glulalRy, 0 g Wall-WGOd--23a U �311141.a______Il� Now_matt -UftdZ(CL)}fOuge?nn. „- -,-. ..- --- -, _-.- ,_- am bdltlmg emelppp aeelirp mqurre Installer haanp end a,gnagon end fat veIs donbyanapPreved MERarefer. 35W-Rfmtl_--Z11.0-102_U3] BIIa-9a� Now_agA3 y(0��,)BOuseZoe Designer or oMner(per Business&Pmkssions Code DoeamarWenAWlor ' JNall-W(tpd_-284. n�m w_t3.B41Il�aL�O New-➢4N---11Dx2(GL)ifo�-->.ea ) ?Nag-WOD.�-140.JLILM-R-UJL.0--D0.-_ID Nee OR.A3 LNt2(GI1_ I �Sa>••ne-._ THERMAL MASS FOR HIGH MASS DESIGN Name: Name: James Fm - - ----- Area Thick.Heat Inside Condition Localiond TKWFlrm: zengt.lgp - -• -- -. Type.... TXbalml: j11B�G1C Man -- -- -.-.-• -Yp_„--.,,_.,-_ _(Bf) (10.)Cap.Cond.R-Val. JA IV Reference Statue Comments Pddmv: 26]97 Bednren CL _ Aedhe 3116o WlllOwood Wav - -- Menifse.CAtg2584 ----_-'-__. - _---- Terepnon -- - ------•------ - --... -------•-- --- - lalpoa el ------------ -- 2 4 - ----- ---'-- asset (Sig n�mf-- ----- E PERIMETER LOSSES Insulation ContlXlon Location/ emo gptpganq ,- - (Mrs) - ----- -- TypeLength R-Val. Location JA IV Reference Status_Comments Nam _ -------- Sha Pe"IMIL 112 NOMNolnaulep°n 28.]1-_--- Nex ph"I(GRI H°useZone Ti6efFlrm: -------- -- .- SliMPednMer 11 Nme Nolnsulaaon Y&At New Und2(GL)Hcu= Addmsa; -_----- .- _-----_.-_--..__--- --_ Telephone: Run Initiation Tim 05CA 21:04:49 Run Cade:+14B8167a9 -J __ _ RbinroallgDT2s�4sf2S/Oe 21:4449-FyD_codt 1Us86L4ge - (d ahl ErxwgyPm l.1 pEarpyaM Vier NumeM;Noe .lee Numar. Pape.Jd1J En 41 i_ E.M_rptPm 4.1 by EJkrey3oh User Number N98 _-_POyeSd tp _-. -- _- --ergrPrp_MEaryyBOR U N.moan NAB_ -- Jva Numper -_ Ppe:ld to _. -_. _�aa r+vmeec Mandatory Measures Summary: Residential (Page 1 of 2) MF-1R Mandatory Measures Summary: Residential (Page 2 of 2) MFA R NOTE:LPwdserWOrntlalOundnnPwgMmareBkmem,muxlmnbingaemeawrarega,almaulgammdiar,aemmad,uxd.Mom,Mrgmt NOTE:1.—JOemMmlml DCWegSmmam,muslm.MMM mmo v M11dkadewmm0nanmwda0-sm Moo MN.n1 Residential Kitchen Llahtina Works heat WS-SR LOlndktKe meuimr,lenehem qe nerooandtanplhna wpar¢de qa a«m mMkMaNq N 89MNk C7 aelOw.when qk Nadmi Ia I-Tarakd rea eua n,bq.perms aaaNnn,vkhaNro mtm abnaemmleeree Wren wroeaumglmum mmpomm pedonrwmeapedna6om lope mandatory m°Idia„mrem,lremam hen q.ceronmrodcomplkna avcermde q.name m.am wi0mntad.k t'l paint.Anon qh NMAlmhmmrpmha Alfaro Duplex mroga amrnaalmMm.wR,alalaa noise au.n ea mnadamaa.n Dam.,.,mlmmYma�mpmanloxlmnano awdamaomnru,e maldelar Du lax Residence -. ll) 05/25/2006 Project nua C (, rnewhaalkaRr111evereNown MsaMraeMge edmnrenta arm qla NemnM mN. ma.uma wlkger IMeyare mown ehewMere In dw aavmena«menadkddMmN. Z Irmbucaona:Checkerinlwleppllceeleboxn Yh.e anpietedorcheck WAXnOt ENFORCE• imtruatlOrla:11,*,In,,applicable boxes whent«npbbd orohKk AUA if hot "I RCF' pLlMst bG%or batobl pled watlaga Or permanam1y 11mbllad luminslrw In kneearo muss Win lumineiraetMten hlgn Otllucy luminalr°s Q DESCRIPTION applkaete. wA DESIGNFA MEW DESCRIPTION gpplipby WA Ora16NER MEW a.leasdalltWIn Tableuralred MangeIrMims Natures NghsisteymustWsI chedee Ahura y. Building Envelope Measures rI� Space Conditioning,Water Heating and Plumbing System Measures:(continued) Kitchen Lighting Schedule. 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Ym No -_% z nomnlMYan«mnrq qua dldlgnh.nowea. El o ❑ LFaauar ran eyMem.nm WrA amn«odanauea roam. ❑ ® ❑' _ Y x---..-- ' -----...---- or......._ S.Gmvlry ventllaan9lyalemeeMilq mndwamdamahave enMe,avromancarBmiy a%uYde,manual Yea _ %_- . ..-..._._.._.. or .......-_..____ y S 15gn:ARrtbrm,p aTaO MstalkdromrrDh/wN8151 meet rarukemHfRs speCRMMgeACM RntlmNal Mamas. ❑ ❑ ❑ damper+. vemregng ❑ ❑ ❑ - �s. --x ____.or__-.`-_-.....- _ 04 (� Y NO ar----- `v S twlpl:VapaWdMa mwdaroryln Clinkh 2aka 11 and 18 mM� ❑ ❑ ❑ 4.PmteCMdMsulMbrr.IMUIMmn NMl De pmtadetl Rom damage,Indudinp tlatdadalnngrq monNm,mwonr- ❑ M ❑ y a ---+-- LL_ malnhmmw.am Alm.Cellularm.m lmukea snallWDreredmmabwv«palmed wmsOadn9 gmkrotd §15019:BtaO edge Mdadpn-wahrsaaarptlar,rah rorge bvuklkn.bneeid,MfWmsroMalergan0]1a,want vepd ❑ ❑ ❑ mtadantem pmdda enleaing hzn Ater md'r:dm pal can cause depmdatlondga marital. Y% _%-- ill__-,_-_.- 1-. Davmeanmrakm Wlergan20p_MM. ❑ ® ❑ Yn NP % --_-- or Ins.parktlpn aoedRea«vetaad mvetalmulMknlmtanatkn waled Mamada Im,cew"and 7.nes.dud,gnat Hare Dom,Inner mrea _.. _x-- --- _--- J a.- I- IndWe CF.R Faro: ❑ 9 ❑ g tM:Paa.ne sp.Heatingtama am Heating sy. Ew nm a Lilpm - -.- -- Yea NO ---,z -._-. 1110-17:F«NabMbn Predvop FatnkrDms,am lrrnMmNEfinrNa Corrtrob. 1.Age,mal Mfitlerra'/gMmmdla,dq geApplimm EMdenry RmuletlmaaaRewiM mmnhd e.Nme olge ❑ ❑ ❑ Tout A: 289 B:- 0 F- U neater,waagemmorpamana kamdl.n,,m demloresiakMO ncarN era m riles ten 1.Dom emArmaw eeraeen cadkonm em umaraemedsaaa eagrkdrogmn eekakage. ❑ ❑x ❑ zsystemklmwkd rAq. COMPLIES IF ALB YES(X)NOI� z Feneatreem coedm(slcC).am Rkmoon mhm irdso,lnar<katlwgowlnlmUFador,mmmmBriarMealGaln ❑ ® ❑ aAll-WaidDeNMM,.mMn« -MsoM,MSvng ❑ ❑ ❑ Q !- �1 p.Lowr kramaa purls Ordddo«spa,. ❑ Cl ❑ la1 ].Eder«dOp.em Mndvr'a realMeRMpped;ell ldnb am penegatbna wan em sealed. ❑ iN ❑ 3.Purl aydem has dedoml lmei am A drmlatlnn Amp IMA, N. ❑ ❑ ❑ w Space Conditioning,Water Heating and Plumbing System Measures §its:Gas.-AM.eyaodumiM M .mat rmtm.aoaMaleh«rouser.-aapplk MM,n000mr-:ly ❑ ® ❑ APPROVED aumingpotlgM(Esmpn'on:NOnNx lmoUgappfanoa plkt<INBWM FOR PERMIT ISSUANCE ii z m 5110�13:WACeampmmt»alernam,NoacmeedaamfeuakeanMedbnAEmTYCOmmlaako. ❑ ] ❑ 1+1sm:cod RoofmMelainera So-AS ants. ❑ ❑ ❑ SCOTT FAZEKAS&ASSOCIATES,INC. u g tao(,):Hmlfrq amfw tetlpe cad,wWnatmkemadenpe rAq ASHME.SM4CNAar ACCA ❑ ❑x ❑ Lighting Measures _ ,tl + m c §tsoN:SMMA vwm,maman apoDabse neatlrq endamaarrg nsrena. ❑ ❑x ❑ §1sa04s:iBocEenu duo aLoun,Wre"InNe,ErrBea°ImTMr EadRvaT a�e°,o�00«atOIE ra;ti):em°an�n%nM;mepR,,mr;-)km pa�eaagT,Me ❑ ® ❑ DATE W 31� a N w°Ih These plans have been revle-il tar adherence to tiro =s' c'n, ' Meddcem IMMan eumvl han my a Ina Man ZD kHz V hereby applicable granted codes and ordinance. A permit Is 22G S 1SOg):wMaYSTsam pileamhnklmuktla em ppbsgp 4y,iemsllne lmuleam. gtsop0l:NumlrehaPbe�..dorr. WNM ovroores,oa wo:mdam arYr ngn emery kmD,ea aRwemrebse tsoc, ❑ ❑ hereby granted li Issue a genbuildingies. permit pending o rn V 1.Srorege qn wMn MSs_Sr AmenEmily Faderl0 tMn o.Se mualWbdMlallywappM rtlN ❑ ❑ ❑ approval by all applicable City Agencies. I_i r7 wwklm r,mla minstaee0gwmalreNbna dR-12«OreM.n g160(R)2:PannanaMlyln,mkO lYmlmka Mk%Nena NellWhlph eMbryluminelm.VO ro50%dpw Welbpv,®dekal«d ❑ ® ❑ V� n In Sedknt]0(c),dpMnaaml/M,hlkd lumlair Iftk em mry Wln MNnm,a-A.ml MlpM1 lummares. r0 2 eadrw tanks r«soar,yskm,,vnnraa aexage hnke,or ogerkmmfl,da.Mermrrkanm R-t]mnemer ❑ ❑x ❑ prwldaa qM qsa wmkalrea ma mmdkegawlRl,ax�,ale mom pros mnuanrq pe nqn emmc)mm ana. P�1 The Isauanee or prentlnp of a parmlt based on + 3 InwlaEm or R-18 lmerml gs.1uson and lnd,atad on em e,led«o(Vro tank Nerim in,R Mora g1sOp)a:Pe-mm,lnahMe luminaaea In aegmarm,omgm,binary mma,vRM room-I Le Mgr snf-kmamke, ❑ 1N ❑ approval of these plans$hall not be construed to m H oR,re mmmke p.n awpem amon,l avdedmmmdrw;q sedkn lls(el, permit or a y 10 ].rW ldlperg ddngtarmulatm ett«dhgbT.W 150JY6aEemam ISDAIn,ukaa TMldu,e.,: 415op,N:P.-M, ImMledlYminal,a loafed dn«uan In kiNam,baaroema, da.,kuN uMlM1rmm codes or,ordinance.nNOV OI.Ii On of the apPlln9h no m n FlIMs kNdlglammdwMwpDaCmatmweMlmMertanx.narHedrmraarN.,mkma,em arore ❑ © ❑ eau Wnl°f,eRaryluminelma(aaml dmeklmm.n)o rQ oR ar.mntoliae eredm'nw arlaJ°,oR am ❑ ® ❑ pnnnlz presumed to 1.Fin dmCrmktlnq s«LaiadnM nab dDea NMIW lnwkkdm Teak 150B. MMappyyoallee�yN ampam senor gelamiYlq Hq Section M9(d)galdrcamtann onnlomaWllror eve an authority 10 Violate Or cancel the provl$lun$Of such vl I a as .CSogry,hm ddnq lauclkn.Nines wMM,aamre lqn).ddn9lmubledOeMcen Mrdr9,vurm ❑ ❑ ❑ §150(X)s:luminalRaget ere mason lnro lnwlMeOailWaem apprew0 fazamdamrralllMdlonaf-0c).roam ❑ [x] ❑. COdeB AhRII Da valid, uJ,a am IMlncllmtM«tart Nan Wln,.-m Tabs.ISORMEq.mon Is-. mdMed IOASRA F3e]amuwm of air Wont(nr7lD la,Uen O.a afM Dl)fi Peauk. o-ry ..sro.mnmmnkneu�gankm.«rml.ek.,r,rem,>1nml.maaumvnama,rodrad.lna ❑ ❑ ❑ §leaple:Lmlanesdmdzgaaao°.ngndnpam ,mnarmaumadm.mwdarmmeunm,lgamwkrangrmongs ❑ M ❑ ,damn Wmgn emery wmm.rma oaks.ymnq amuna, mkgpmr eler kxums«anernmde _ a.hWlanm root a PmMm hm da-gIMohala qM as ro smnght nmraMs,easemrt 0 ❑ CI BBO kmsma)Gfl ere mnpvlled MamrmnI sonaom Mq negml dmm mood aroMdm mmpry Mtlr Sectla tt 1M). I.ksdMlon brNam wok.ddng am nMlgemni,aElan ddry lnduda a rear wkdanl or i.e,da,m ❑ ❑ ❑ 41mp)):UgIMIXr�N«r pahmlp gauesmarstar°imearm«e veniaan,n lar°edI101N,dp Naim,np8dk,wnn aon']0iio iii°:U)i1e. ❑ ❑ ❑ lye-• ~ . ene1�d °ane°a� §ISM).'.Pomra SMINIM'...pmmingesnoM ,anM,rll,Nape®dlawlhernAMntlmdrMinp.Mgmwermm ❑ ❑ ❑ _- ).SWrvrehrawNrp ry,4malmawhm em arored aytle Soler Rapp and ee,pnmuon COryaratlOn. ❑ ❑ ❑ 1a9 unm tar Se high em yNnNrelrea ORom mnbollm armo,Dam.e„wr(al d�°nmmm.ndrrRM s"dkn (' .-_..._..__.... ..I NOTED 3/1/08____ FiiergWm l.t try Enemy$oR User HYmM.NBB Job Numbs Pegeadl0 Dkm1Pg l.f WFSMnSOR UaM Numbx N9B--- -- Ja H --._- Sartori. EnmPre 4.1 MEngseR Ud Numbc NYmeen OWN BY - JOB NO. _v.ye:eena J AGZ 05-57 ' S11ER NO. T24 OF --..--_SHEET. FOUNDATION NOTES PAD_SCHEDULE SYMBOLS LEGEND I ALL CCNTINUOL=[x ERICR AND INTERIOR BEARING WALL5 FOOTING5 A. CONCRETE STRENGTH SHALL BE MINIMUM 2500 PSI. FOOTING (5MP R L NON-5-R15HALL HAVE 5/e"DIAMETER X 12-A,5.5.WITH pl U'S0.X 12',DEEP PAD w13)-Y 4[.W.Q BOTTOM 2 112'X 2 112 X 114'Wk5HfR9,MIN.T EMBEDNENT ONTO CONCRETE,AT 5. FOUNDATION DRAWING SHALL REFLECT THE STRUCTURAL REQUIREMENT �BfA 42'O.C.UNLESS NOTED .12-AWAY ON PLANS.ONE ANCHOR BOLT ONLY.REFER TO ARCHITECTURAL PIAN5 FOR DIMEN510N5 NOT SHOWN. p2 2'C'BIG.X 12-DEEP PAD WI4).N 4 E.W.Q BOTTOM _HOULD I LOCATED MAX,BILL AWAY FROM THE END EL THE BILL ACCURACY OF THE DIMEN910N5 AND FINAL FIT OF THE BUILDING 5MALL PUT[5.MIN.(21 A.B.5.PER SILL PLATE PER SHEAR PANEL. BE REVIEWED BY TMP.ARCHITECT AND THE CONTRACTOR PRIOR TO OP PAO NUMBER BFAM IYSABBRI►VC ALL INTFRIOR NON TY.ARING WALL5 5HALI.HAVE tilt TI ON WITH MIN, CON5TRIICTION. P3 3'a 50.X 12.DPEP PAD W15)N 4 P.W.Q BOTTOM pTNE kWiC,E`T Of I/4•INTO SLAB,AT 24•U.C.ITHI C>5 NOTED 10.WAITING PERIOD FOR CONCRETE SIAD ON-GRAD[PRIOR T05TART OF M S G'50 X 12'UfEP PAD WI5)N 4 P..W.Q BOTTOM O ANCHOR BOt19 NUMIXR 23,".ACT TO CE INSTALLED IN ALCORDE M1N WTM I3I11 NUMBER CONSTRUCTION I5 A5 FOLLOWS: I ?95,ACTUAL SLAB THICKNESS SHALL DE MINIMl1M 3 I/2'. N.WALK ON SLAB 24 HOUR5 AFTER CONCRETE HA5 BEEN POURED. 11 3, ALL MOLDCwN5 AND P05T ANCHORS 5HALL BE INSTALLED ACCORDING b.BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR PS 4'.O'50.k 15'DEEP FAD"I),N 5 E.W Q-oM TO SIMP50N STRONG TIE 5PECIFlCATIONS AND REOUIREMCNT5 OF ICBO BEGIN ROOF/FLOOR PRIMING]-10 DAYS AFTER CONCRETE FOUR. REPORT N 121 I AND 4935 AND SHALL BE TIED IN PLACE PRIOR TO d.DO NOT LOAD ROOF PRIOR TO 14 DAY5 AFTER CONCRETE POUR p6 FOUNDATION INSPECTION 11,THE M 4'.G'50.k 18'DEEP PAD W(C)-NBC.W.Q BOTTOM ANCHOR BOLT SCHEDULE . MAXIMUM SOIL BEARING PRE55URE 15 1000 p5f. A. MIN.CONCRETE WDTIt 511ALL BE B'FOR RECEIVING MPA,AND - i EF PAD'W(7)-N5 C.W,Q BOTTOM 5THD141.VERIFY LOCATIONS OF HOLDOWW5 AND ANCHOR BOLTS12.VERIFY ALL DIMCN510N5 SHOWN WITH ARCHITECTURAL BANS.NOTIFYIMTM ROUGH FRAMING TO A55UM PROPER AND ACCURATE ARCHITECT OP ANY INCON515TENCY. 5'6"50.X 15"DEEP PAU v47).N 5 C.W.Q BOTTOM 3 MIN.(3F5/B'DIAMETERX 12'ANCHOR BOlT9 N5TALLATION. 13.DEEPEN FOOTING Q HARDY FRAME A5 REQUIRED TO ACHIEVE THE A.B.DEPTn+3'COVER 9B 5/a•DIAMETER%12-A1IAM BOLTS Q 4VO.C.5. PROMDC N3k24'DOWEL AT 24'O.C.AND 12'FROM TMt CORNER AT ALL G'a 90.%I B"DEEP PAD y47)-N 5 C.W.Q BOTTOM .N U Lf I CONCRETE 5TOCF AND PORCME5. 14,NO 501L REPORT PROVIDED AT THE TIME OF 5TRUCTURAL DESIGN. 32 5/a'DINXERRX 12'ANCHOR BOLT5 G 32'O.C.10 G'-G'50.X 15"DPEP PAD W(7)-N G E.W,Q BOTTOM /6. PROVIDE MINIMUM I I)FOOTING REINFORCING BAR AT TOP AND(I)N4 AT BOTTOM 16 ` w DIAMETER X 12'ANCHOR BOLTS®I G.O.C. 1]L FOR ALL CONTINUOUS FOOTING IN ADDITION(1)N4 BAR EA'TRA FOR I I 7'-0`50.X 1 B"DEEP PAD WI])-N 6 E.W.Q BOTTOM 1, r O) ELECTRICAL GROUND.LOCATION TO BE VERIFIED WITH ELECTRICAL COIRRACTOR ❑B 5/8'DIAME¢RX 12-ANCHOR DOLT5 Q V O.C. z (` TION ]. VERIFY MI NIMIUMVPANOUND 0L RE UIRM DTH,WITH VALID NG 50IL13II AND IG S'4'DIAMCRR%12'ANCHOR BOL15 Q 16'O.C. O ADDITIONAL DCF!91VC SOIL E THE FRILL S FtR VALID 501L4 REPORT AND 1F AI1v M1'CPE oE9TRICTIV[THE SHALL SUPERSEDE THE ABOVE TO REPLACE M1551NG OR M151.0CA1C1)5/5'DIAMETER ANCHOR BOLT5,USC 11r1 rAUMS. 5/8'DIAMETER THREADED RODS EMBEDDED MIN.5-INTO CONCRETE WYH 51MP50N 5TRONG TIE SFr'EPOV.5PTCIAL IN5PECTI()N 15 RrO UIRED N L( DURING IN51ALLATION.FOLLOW MANUFACTURER'5 RECOMMENDATION5, mmLL Z Q Vl Ln z O v Eo w 0 LL U V 54'.1 OF s4'-1a' 2 12 O FDI FDI 12 FDI 12 12 12 12 12 32 F01 32 FDI FDI FDI fDl 2 2 32 32 N ?p �p FDI .Cp 4r P T7£ -- £c P FD I -\4 £ LILT v£ Lu O W ------- O Ll- I IT I (n---- - - Qj 0 QLL 15 z L I I FDI I I FDI I I W z Q -i as II 3 II I W ¢ � W 4 FUI I 32 �' OZY DI I I F°I I fDl TIP. I 32 4"ACTUAL CONCRETE SLAB W/ I I 4"ACTUAL CONCR)TE 5LAB WI 32 iiRl'l FUITIT Q Q C"X G"N G W,W.M.Q 5LAB 9X q f"k C,"N G W.W.M.Q FAA13MIDIII'lGIIT(QUARTERFiAWN) /hit Ir:1 it(,]IIN'.11 R 11AWN)1SFUI 15 F032TRlCE -1"ACTUAL.60 G.E 1 4"NA DAI CON(W'T1 LAN1 1 p l O W/N3 B 1 ID U G.Y.A.W'At' W/N3 Q 18-Q-C.EA.WAY I Q SLAB MICH[IGMT. I I I 15 I i Q 5LA5 MIDHEIGHT, I I I I DI I { I Q I I Rti2 I I 0 2 r - --A L---- -- --------� �A ------- -- ----J L- fDI I I - I =x 7 3 7 : I FDI �� FDI v FUI .' FDI FUI I - APPROVED �� O 32 I I 32 3 32 "'; FOR 32 I SCOTT FAZEKASfIT R ASSOCIATES,TES,INC. 12 15 15 15 15 12 I I 32 fDl FDI FUI FDI FDI FDI I 13Y DATE These plans have been reviewed for adlwrenco to the D� applicable codes end ordin;mce. ALL 13 z I hereby granted to Issue a building permit pending FDI approval by all applicable City agencips. rp.C-0511r1 2 I tt Frp.O6/.1p/IM U 2 DI Tha Issuance or granting of a parmlt based oo FDI I 2 approval of these plans shall not be eonsiruetl to L---__ -------- ---.I I FDI parmlt or approve any Violation of the applicable ��CAlt1l L--- -- codes or ordinance. No permit pr umed to give - - des t'e1•'VlnVnte+r Tw N� kMm••elyr.lch•-- ,.hall be valid. 2 h ry FOUNDATION PLAN �' I rt p° s' I doD 08-125 L-F--- -- - FD1 _ 32 ^' rD1 32 I2 TT'�� PDI 15 - FDI SCALP. PI PI PI PI FDI 19 19 19 19 PI PI PI PI DRAVIN BY: fD1 FD1 IDI FDI 19 19 19 19 A GIL SALAS FUI iDl IUI IUI 29'-4' 75'-B" 29'A" S- 1 SHEAR WALL SCHEDULE FRAMING NOTES FRAMING SCHEDULE DESIGN LOADS LL PLAIT a'Au s1•L nTrnvG nNCHCR":'�l SNAILING A. BALLOON FRAMED WALLS USE 2%4 STUDS 16"O/C TO 10.d'IN HEIGHT INDICA7E5 NOTES APPLICABLE TO TH15 PLAN ONLY - ROOF DEAD LOAD -20.0 PSF.1 SIB'I (16 d 31NKEN OVER I0.0'USE(2)2X4 STUDS AT I G"O/C TO I7-G"IN HGT.FOR WALLS ❑N07F5 APPLY ONLY WHEN REFERENCED BY PLAN. 2- ROOF LIVE LOAD =16.0 PSF. p ry� p�y/1 7/8'STUCCO OVER BACKED LATn h".TH 16 GAUGE STAPLES 48"C,�, 8"O.C. OVER 17'•G'IN HEIGHT USE(2)2%4 STUDS,AT 2"O/C(U.O.N.) I BALLOON FRAMED WALL. S.WIND: EXPOSURE"C" Bll sllybBfllltb Q AT G'O.L.ALONG EDGE5 AND FIELD SHALL BE APPLIED IN B. PROVIDE DOUBLE FLOOR J015T UNDER ALL INTERIOR WALLS PARALLEL 2. BALLOON FRAMED WALL TO BOTTOM CHORD OF TRU55. 4-WIND SPEED:70 MPH. ACCvATHORDANCE WITH IC50 REPORT NUMBER 131 e,JULY I99G WITH FRAMING,USE SOLID BLOCKING UNDER INTERIOR WALLS 5-W1NDDIST.FROM NE70 M FAULT=2.0 K.M. CROWN I GAUGE GQ---- D 111RE 12"LEG AND 7/16" PERPENDICULAR WITH FRAMING. 3. 2XG STUDS®10 O.C. G-FAULT TYPE-"6" -- CROWN...........................................................(180 PLF) C. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS WAI2)1 Gd AT 4. 2X4 STUDS @ 10'O.C. 7-N(a)- 1.3 Q 3/8'APA PATFU FLYWOOU 1MTH 8d C!,VM J•I NAM AT 4'-0"SPLICE(U.O.N) 5. 2X4 DIAGONAL SWAY BRACE- 8-C(l)- 0.44 Na.=0.57 48"U(,. 4.O.C. CUT INTO TOP PLATES Nd-0'MINA ENGTH). 6'O.L.EDGES AND 12O.C.FIELD.,,.,...........(2G0 PLF) C. POINT LOAD FROM ABOVE FLOOR. 9. N(v)= I.G D. MULTI ER M(3)NE MORE SHALL BE FASTENED ED(UTO,N WITH I/2" 10.C(v)- O.G4 NY -1.02 ZO,APA RATED D 12' C. WTH Ed COMMON NAILS AT DIAMETER MACHINE BOLTS AT I8'OK STAGGERED(U,O.N.) 7, BEAM TO BE FLUSH W/JOISTS.PROVIDE LOST HMGER5 AT BEAM 3 4.O.C.EWES AND 12'O,C.FIELD.................(350 PLF) 32"O r, 3"O.G. E. ALL HEADERS TO BE 4XG(U.O.N,) S. BELOW JOIST W/JO15T5 OVERLAPPING AND CONTINUOUS 2X4 BLOCKING 15/32'APA 111111 FLYWUOU W TH 8d COM+.'CN NAILS AT @ JOST OVERLAP. 4 3"O.C.EDGE5 AND 12'C.C.FIELD(I)...............(490 PLF) I G"O.L. 3'D.C. F. WRAP ALL EXPOSED POSTS AND BEAMS IN GARAGE WITH 5/8"TYFE'X' 9. 30"SQUARE ATTIC ACCESS. H"1 I E•;1.';1RL'L1liRAL I Y1111 i101'11111I ICU t::MM"N NAIL] `::'I1I B„ GYPSUM BOARD.(U.O.N.) S AT 3'O.C.AT EDGE5 AND 2"O.C.FIELD(I)........,,(640 PLF) &"U.L. IA'C uN®B• G. PROVIDE 4X P05T5 AT ALL HOLD DOWNS(UA.N.) I O LINE OP FAU IN ATTIC.SEE.MECH/FLEC.PLANS,FRAME Mi kPf7llIYJ'D If) TO ACCOMMODATE LOAD. Z � 1 O.C.(U.N.OJ CO'OR 5 11. LINE OF CEILING BREAK.SEE PLAN FOR HEIGHTS. FRAMING LEGEND - l32'STRUCTURAL I PLYWOOD WITH Od COMMON NAIL$ 318-UTAM H. ALL FRAMING HARDWARE TO BE'SIMPSON STR v B' . STRONG-TIE Q AT 2-O.C.AT EDGE5 12-O.C.FIELD(I)................(870 PLF) 8' O.C. LAG BOLT5 0 B• APPROVED EQUIVALENT, 12. SKYLIGHT SEE FLOOR PLAN FOR MORE INFO. � O.C.(U.N.O.) l 1 1 PROVIDE 3"NOMINAL OR WICFR FRAMING AT MUD SILL AND AT 8'U.L. I, PROVIDE 4k4 POSTS AT EACH END OF 4X 10 OR LARGER MEMBERS 13. LINE OF 2X BLOCKING WITH EDGE NAILING AND WITH L516 STRAP TO Z z ADJOINING PANEL EDGE5 WITH NAILS STAGGERED FOR SHEAR PANEL USE(2)2X STUDS AT EACH END OF 08 OR SMALLER MEMBERS.(U.N.O.) CONNECT ALL BAYS, a��1}��D -41.1 C-1)ROOF TRp9511 0 24'OC. O TYPES 4,5 AND G. PROVIDE MULTIPLE STUDS AT EACH END OF 08 OR SMALLER MEMBERS. 14. LINE OF FULL HEIGHT BLOCKING, WITH f I I PROVIDE 3•NOMINAL OR WIDER MUD SILL PLATE TH (U.O.N.) Q, M 4415 STAGGERED FOP,SHEAR HOLDOWN STRAP FROM FLOOR ABOVE. L SHEAR PANELS TYPE 4,5 AND 6 J. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. W Rl'N FLIWUOD OV,:R IANCh.R AFJ'LY PL151C)OD DF.f(Yif.BLTX-OUT I G. CONT,PLYWOOD 511F.AT'G UNDER CALIFORNIA FRAMING. U Il I'7 LINE OF FLOOR ABOVE. Z Q . 6, 02 K. INDICATES SHEAR WALL(SEE SHEAR SCHEDULE). 18. HANGER PER TRU55 MANUFACTURE. /1� z lfT \,/ p Q N L. INDICATES BEAM OR HEADER AND SPAN. � � r ' � TRUSS NOTES LUJ 0 Q H, M. INDICATES NON-BEARING WALL. ALL TRUSSES DESIGNED BY TRU55 MFR.SHALL BE DESIGNED TO SUSTAIN ANY )� VERTICAL,LATERAL OR ANY OTHER PERTINENT LOAD SUCH AS BRACING OF TOP CHORD5 AND BOTTOM CHORDS IN ADDITION TO ANY CONNECTION N. INDICATES INTERIOR BEARING WALL. RELATED TRUSSES. -ALL TRU55E5 TOP AND BOTTOM CHORDS SHALL BE D.F.M2 OR BETTER, O -ALL THE TRUSS HANGERS SHALL BE SPECIFIED BY THE TRUSS MFR, Q ` LI LL -- U J.. O I U-) 1 1 n 2 3 4 m I I' O 0 0 Q 1 1 5D1 1 I 5 1 5 ' ' ' � v SDI HEAR 0 2.B I 4 SDI �s �> I ?a a SDI a I SDI W S W } L-13'-1; } - 3 . 501 ry L-15'-3' SDI 2'S SHEAR LOAD Q W _ a,.I-A ` } L-15'.3' 1u 5UI CBS. Z LK _NY � L-13-G' J Q - _ ... ...... . .. ._ -. a _ w O 4XGHDR. 4X 12 HOR. - --- -- --- 4%6HDR. 446 MDR. _ ---�- Q �L Z 4 x6nDR. I yk4 4XG HUR, --- 4%6 HOP,. 4\2HDR. 4X 6HDR, - -- 4x6 HUK --- X611D -� Z Q I y LR W 3B SHEAR LOAD I6 / I SDI -45 LB. n AR &B r � W I =4500LB SDI I 6 ' v, ❑ 0 Q Q II I LOCATE TRUSS W,F.N. \ ❑ 16 \ g I J J 1 / I LOCATE TRU55 W/E.N. I x n M 5 w v v LOCATE TRU55 W/E.N. \ ell 5C1 S I / z 4 I L 5 -_ ui _ I SHEAR B5. SDI m ..----- __..---- 41� I -- 3 4 LOAD �I sD1 -4500185. LzuN - _..... --- j-._�I _ -.. _... -_ ---- . ... I z LOAD AyA 1 I SUB =H 5 CBS. k4 I � I I Q J 4 o I 1, 11�11//��,,yy��r,,'����zuIT \ I� DOTTED AREA INDICATES I -1 DOTTED AREA INDICATES 5D1 VII SLK'D,ROOF DIAPHRAGM v '+ 9-8 I \ I I BLK'D,ROOF DIAPHRAGM I ` \ I I SDI 5f`I SDI 5D1/ I O Q I I B7.5 SDI 2 I AI 5UI Ir LOCATE TRU55 55 E.H. A -- -- 3 I/2 X 14K MDR. - 3 i/2%14 P-W!I hUR� -- _- -- -- - -•�7 lu DRAG-3000{B5. X /�'' LOCAT TRU S W/C H. �.. a _......... ........_. _._._.. - .- _ _� -..__ DRAG300 CBS. 1.q� f /// 2 501 P S. DI $ C `B'I _ I 9-C N I APPROVED T'Ofl PrPRMIT NSUANCI° L m�II 'N)I }_..NorLaSUJJ ml I SCOTT FA/.EKA,R ASSUCIAIFS,IIJC c N Lr.Dfi/,N1/lM , 0 5UI 1•I I I 5D1 4) DATE hese plans have been roviewod lot adhoHmcr. VA�1� i 12 1 I �I ete able y granted and Issue a Ibuildin Aalhorla'nt' ro 1 I g I erob 0 peimIt nt I '?� 5UI Spl 1�C 2 B 2-5 AR DAD I I pproval by all appllcah agencies. 5D1 I 5DI - LB5 SDI 9O_--- DR , 6HDR _-� joBo 4X HER. a a a_.l ROOF FRAMING PLAN 4X6 DR. h�r�V°4WX_T R ance Or 'hr1 a paJnlL hnN In 4%6HCvi. 4xFl= - - - � - - I ' 4XGhDR- - 1 vin1,�111nn'Hl lli nn1,rlr II� -- STF236J - y 3 g �a rtut_ It t r,�Irl.11 r I IIIr:rI HIn( ( II(' I:•, I _ _ y`7�{L1r\ rl h £ N4'•I'-P >a � - 4 s car�oF vnn)f[,r•lvnrd, I �5TG236 / L-12'3' s 99 SDI SDI o+', 5 a'a I-A o S u SDI SDI q BB I DRAWN BY; SDI r �I1 A DRF I'll Y B(!�P Fnr I t D URF,BM. % 4 X B DRY.f PM. n X A<�RP.HM 4 Y 81)RY I'm - `L OIL SALA9 a 2 b 13 I 5[ > I 2 5D1 l 13 5UI M' 501 1 1 1 b S-2 1/2"FIBERBOARD 29 P.T.D.F-.SILL PLATE I U:iT VLK If AN 2x RTO P.SILL PLATE O SEE PLANS WITH 5/8'DIAMETER 1/2"FIBERBOARD WITH 5/B'DIAMETER EXPANSION JOINT -"" FXPN B.,SION JOINT A. 11 72.O.G.U.N.O.ON PLANS, MATERIAL A.B:s L'T 72'O,C.U.N,O. 5110I1.(.II MATERIAL W/7"EMBEDMENT INTO FIRST POUR O MIN. 10" ON PLANS, TOP of coNCRf TE EXTERIOR: 1 2" J C INTERIOR: 12" O 7" GRADE OR O 4"ACTUAL CONCRETE SLAB k/139 18" H�g B l 6 O-C EA WAY @ SLAB MIDHE G „" ..N L #4 F7AK 24" ENGINEERED 1fiT.� ,, r, FILL F 4"SAND OVER 6 MIL. POI_Yf::TY1LF'Nf wNT c O VAPOR BARRIER. G H G m ° (I)44 BAR AT TOP AND(1)#4 TSAR Al CSU I TOM, 2„ O ^� MIN. 4"ACTUAL CONCRETE SLAB W/G"^6"-#6 MIN.5"LEDGER AT 1 I It1 W-V c D SEE PLANS FOR PAD I W.W.M. @SLAB MIDh1EIG11T(QUATER-SAWN) REINFORCEMENT VENEER, OSEE ARCH Ufl HE DETAIL IIFD-IFORWFORMATON q O — ,[ERIrY ALL INFORMATION 4 DIMEN5ION '0PER 501LB REPORT, 5EE PLAN #4 DOWEL5 @ 24"OC FOR DOUBLE POUR CONDITION a � � -VERIFY ALL INFORMATION . PER SOILS REPORT. J W/ 12"EMBEDMENT INTO EACH END Z Z NOTE:REO.ONLY IF EXPANSION INDEX >20 11478 INTERIOR BEARING GARAGE CURB 13 COLUMN BASE 9 EXTERIOR BEARING GARAGE CURB 5 1 w 0z D f0 005 HCOKS 4rla CCIlaS _� Ifl "MIN. % T Q '� ' WIDEN FT'G A5 I) AT INT.`PG T L O de - CUI.V JOINT � O � (V RECEIVE HO OWN U 4d AB � �' 21/2"min. COMPACTED COLD JOINT O Q O 2x STUDS®I c'O.C. Flu AS REQ'D W R ti - 2%F'T,U.1'.;iILI I'I All / O 2%P.T.D.F.PLATE WTIt 1/2"FIBERBOARD WIT 11!f/8"DIAMr TE P. z . HOT DIN X 3 1/2" EXPANSION JOINT J A I! ANCHOR TMF -`+HOT PINS®32 O.G. @?!:"[', N LI r N I'N O �)I. g ",i•"\ 9 _ "SSTB" WITH 14 CONCRETE SLAB PACTED AND�IFST GAGE R.`i ARCnE�� SLOPE I' FILLMA5 REL7D W/]IMINI•MLN11N1()IIF.•11eYA: M (n PLACED6 AND IC1 O ! F.G. LL U I FOOTING - ° G l 36d CONC:40d va; -FIR,OVID 6'E MIN.#4 BAR, -(Y' NG.3'TO 5' M THE TOP OF 0:, I NI III I"I U E m n THE FOUNDATION.CENT D AT"HD'OMIT E%15T5 AT THIS LOCATION ��/� / /./. /�/. /�/. U J F I'll IL N - -DEEPEN FOOTING AS IRED TO ACHIEVE Ie+ +3•COVER E -REFER TO MFR.5PE .FOR INSTALLATION TO MEMBER C -S=2500 F (U. .1 6 1 2 t G :a -SEE PLANS F OLDONM TYPE PEP,F.01L5 FM(:INFI'I: I O ` SIMfSpN P057 g N CHOR CIA. D TYPE de le MIN DIST. Q "OLODMI (MIN. TO CORNER APPROVEDSHOTPINsz SEE DETAIL I/FD-I SEE DETAIL I/FD-I O U n DSA 5/8'DIA,55TB24 1 3/4., 20, S' "H1LT1"?INS:.145 X 1.125•PENETRATION INTO CONC.111#1290) FOR INFORMATION FOR INFORMATION MIN.Fi'LEUG[R AT L HDBA X4 7/B'D1A.55TB34 13/4' 28" 5" 'ITWRAMSET"ISOOSERIE5:.140X1"PF:NFTRAT10NINT000NC.(ICBON1147) 4 DIMEN5ION FOUNDATION 4 DIMENSION B W lL.l HID 4%6 7/8'DIA.55TB34 3/4' 28" 5" VI NrI P„',I I'nNr,ll Z Q > L ! HDI 4%4 7/8"DIA.55TB34 28" 5" -VERIFY ALL INFORMATION A 1.n A 4X6 7/8"DIA.55TB34 3/4' 28• 5" PF.R 501L5 REPORT. W J Q O VI`kIIY ALL INFORMATION I'FI',SOILS PJ'POFCT. 0 Q LJ- Z P. REINFORCNG BAR DETAIL 18 F °14 TYPICAL 110LDOWN INSTALLATION NON—BEARING INT. WALL — TYP. 10 HOUSE TO PORCH (') L, F F°DID F°W� 6 FO0O2 EXTERIOR BEARING FOOTING 2 W Z Q J HOLD-BACK GARAGE SLAD —i U) W �• 3"511E COVER(q) "MI EXTEND DRIVEWAY TO EDGE VERIFY DIMENSION C55 4 CB BASE POST IN WALL OF GARAGE SLAB W/ARCHITECT OR W AND PAL TC PE � de � 5f.[PLANS DEPRESSION. BUILDER(MAX,7}') O Z `1 CN".vCL'R 2'SICE COVER Q MIN.?" Q Q PBS K LCB BASE SLAB MIN. COLO JOINT TOP\'E1ti DEPRESSION AT DEPRESSION AT J J COLD JOIST GARAGE ODOR GARAGE DOOR ;.II L PLAN V N.?' IN'\'ICUAL CONC.SLAES WITH 5/8"UTAMETFK v FLOOR (. 4 CCNC. Il"FIBERBOARD 'FIBERBOARD J FLCOv C 'F.cvESf':). 91MP.COL.EASE • JOINT MEXPANS'ATERIAL EXPAN5ION AB's!; 72"O.C.U.N.t F rB_1 LCB p EE O AND POST PER PLAN. _ ANCHOR TYPE '+' 4 5STB24 BOLT J CONC.DRIVEWAY J JOINT MATERIAL COMPACTED W/T rMBFUMCN7 INT( O CONIC,DRIVEWAY FILL A5 FILL REaD 5Lg9 O Q •� .a Q FIN. �// g -J H F1 GRADE.OR GPAC'E � FOOTING NATURAL O C C 03 COL.BASiE VAPOR BARRIER GRADE Q I N(+NI I I';I AT COL.BATE -PROVIDE MIN.#4 BAR,6'-0"LONG.3'TO 5-FROM THE TOP OF PER SOILS REPORT '�' W F 1 I ILL Q 5EE SEE PLAN THE FOUNDATION.CENTERED AT'HD•(BEND REBAR AT CORNS < [�p ALIGN WTn G „O• D G O' FCN -DEEPEN FOOTING AS REQUIRED TO ACHIEVE le+d+3"COVER BOTTOM OF' e D C vl nN -REFER TO MFR.SPECS.FOR INSTALLATION TO WOOD MEMBER SEE PLANS FOR PAD ADJACENT G O 1 1 • •• t •• -F.=2500 pal REINFORCEMENT L r I • 3' FOOTING CLR. SIMPSON P05i NAB MIN DIST. 6 B r10LDAA'N (MIN.) ANC170RDIA.ANDTIPF de M ff'�ILAW34"SO.MINJ SEE DETAIL I/FD-I i0 CORNER "722 4X4 12W IOdCOMMON A A FOR INFORMATION .`F.E F 1111PATON PLAN f2B116d SINKER 5/8•DIA.55TB24 BOLT 13/4 20' s• 4 DIMENSION �`----o---Y 5EE DETAIL I/FD-I ALT. vu'n,NI INu'vmnn'r1 (n FOR INFORMATION -vEKu'v Au Nr I URMnTION r1 I• �nN' I•I, r1+1 -REFER TO MI'R.OPF.GS.FOK INSTALLATION TO WWU MFMDI'R 4 DIMENSION PER SOILS REPORT. ISOLATED POST FOOTING 119 F°015 TYPICAL HOLDOWN INSTALLATION 15 r° ISOLATED INTERIOR PAD FOOTING 11 O° GARAGE APRON 7 D003 INTERIOR BEARING FOOTING 3 0 LCNG n 5.5 X " X P FILL A 2X OR 3X P.T.O.r.SILL W i O I'(I�;l,I'I R I AN LX P.T,D.f.;'TILL PLATE TOP C.F. -ILL LATE WT11 5/8"O.C. .N.0 K 1/2'EIF)FRIOARD (;01 D JOINT WITH 5/8"UTAMETER 2v 1'.I.DA ik I'I All A.AN ®72" .U.N.O.ON VIEW MATERIAL L JOINT WITH 5/8'DIAM01 K C PLANS. MATERIAL A.B.'a®72'O.C.U.N.O. Apr VOL (J- ON PLANS. J OR R69 IS;; ANC PA.B's 72"O.C.U.N.(ON I'1 nN S Z. S R SS AT /'Or DALRo. COMPACTED tll^^/;"1'MBFDMENT INT(1 Flf:'ll I'UDR.STRAP PER PLAN FILL dD #4 DOWELS®24^D.C. ATE._ These plans Ave ee11 evl we for odlwI�ic IQ ' BppllcabI. C d nd )INT GARAGE CURB H _ - PORCH SLAB hereby grants sue: t11N pol IFM4TERrA/V iln JOBS Ba-12B approval PAC TC BE ONE POUR • ` SLOPC 1• Tha PER MFR,SPECS. „ F.G. ap vel laps- r�l 1' •I.LI+ SCALIE- pe If FI .� -_,I. � M(N, FOOTING!'FR TYf"ICAI (? COUe Of 0 U tr ' t f DETAIL ON PLANS h rlty t0 P'a CA. 1 Gut C u.l COAT II III Ir DRAW BY: i N.�.I L FIN 1 COL SALAS _ ' - N 2500 P51(U.N.O.) 2„ I✓ MIN. i ' I ;iIMI".iON I'r I'iT I NAILFi I FOOTING BEHIND nOL.IX)WN 5EE DETAIL I/FD-I 'BAN STItUl4 4.n (38)-IcdaSwM:R FORINFORMATON ORWFORMATION ne. `tl 4 DIMENSION 5PLEAE 4 5EE PLAN FOR REINF -VERIFY 4 DIMENSION PER SILS REPORT, A VF.R FY ALL INPORMA F D_ w rF R:N)I I.`.FTVI WI. . F .20 ISOLATED COLUMN FOOTING71KFD.nE2 STEPPED FOOTING @ FRONT OF GARAGE 16 1DG12 HOEDOWN STRAP INSTALLATION 12 GARAGE TO PORCH $ 0243 HOUSE TO GARAGE 4 11 NMLA K I,I NAII:� UM.UK HI.N.I'I.r:III All UI•LCIFIEU tlCTWttN ,I.0:.iWJ I:NAII:,A, :.1KAI'U NGl rl Il/NIAII.I :,I Ii.AK WN SPLICING POINTS ON I G"C.L.U.N.U.ON LENGT II AS INDI(:ATCU ON PL ANS 0.,.:.1.1. THE PLANS AND PCR FLANS ANU PtK TA5LL TABLE BELOW PCK DIPrtKtNT TABLE BELOW BELOW I I SPACING REOOKID PER F—Op. O PLAT! 51MP.A35 y 24.O.C.SEE PLYWOOD TABLE BELOW 1OR DIFFERCNT LK'G SHTG A35 SPACING REQUIRED PER POWTRU55 TAIL W/LOCATISTUU STARTER BOARD ��SIMY.CGC. tkYIIG (WHERE OCCURS)LCGLL POST ._ .. E.N. TKu-Y> OU/R1/y WG PER POW OI�YfI�OY/YI�Y EQUAL EQUAL 51MV50N;iTKAI'PtK CONT,51MP,C516 END CONDITION }. PLANS AND THE TABLE W/8d 511R. CORNER CONDITION STEEL STRAP SPLICE ' ' BELOW 2X BLK'G MATCH SIR.WALL 5T6224(U.N.O.) NAIL SPACING E.N TYPICAL.5TU05 DBL.SILL n2.5 4 4tl"O C. AT 16"OC. (STRAP AT LOWER (WHCNOVErWANG NUTt: PIELq SE[ G%C[ED51Bry TOP PLATES -FULLY NAIL Lil hAI' 7- 0PLNI OR BEAM O LOCATE 5TUD W/16d 51NIUKOK UNDER SPLICE 1 Od COMMON NAILI STUD WP11 O O -NAILS SHALL bE 0) AT LEAST 2'APART NOTES: U � T�NLY ONE CONDITION RtQ'D PER WALL BM.PER PLPN A 11 C U t F c; 71 2. PROVIDE SIMP.h2S WHERE RAFT,15 N F d SINKER 6 12 18 24 30 3G 42 NEXT TO WALL OR WHERE n I CAN NOT DTL A355 H 15 SIMP,C.L. 4 PT. 4 FT. 4 rT. C FT. 6 PT. 6 FT. a Pl. BE INSTALLED MIN.YLATEW SMEAR MATtK1PL TO MATCH SHEAR 3. PROVIDE 2X BL.K'G.LAID FLAT WHERE V ALT5TRAP W/ 5T22 M5TA36 5T6"224 5T623' MST3'/ M5T48 M5TG0 WALL TYPE CAVE VENTS OCCUR - 16d SINKER POST PER PLAN O 111 BEAM TO POST CONNECTION 113 ITYPICAL SPLICE AT TOP PLATE 9 SHEAR WALL OPENING 5 RFT20 TRUSS TO WALL AT SAVE 1 w 00 e U.P.N2 FLAT LUUM1UUU'. 1KU:..IAPIIUh.Iu 2X4 @ 24"O.C.OR 2XG U, Z Q n 32"O.C.,TAKE BACK TO EQUAL ..,IAI 2NO TRUSS(MA%18' KUUI':iI IT'D 'IMP.ST6224 ACC UU NT FOR �R �( (V TOTAL OV[RIANW (M5TI26') 0.P,N2 FIAT LOOKOUTS: NOTICED TOP V O < h N, t�W 2X4®24"O.C.OR 2XG G CHORD IN DESIGN 2 x BLM1G W/E.N. TOP PLATES 32'O.C.,TAKE BACK TO Z U (Q 2ND TRUSS(MAX.I& KOUP Snt"G 14),I W O Iv. TOTAL OVL W IANG). 12.5 9 48'O.C. ACCOUNT POK Q L.N. } NOTICED TOP CHORD IN DESIGN NOTE: 3'TIW MAY BE IN57ALLED E.N. AT 51DE OF TOP PLATES O J Gd L' AND BEAM TRUSS MANUf.TO L _ U LLJ a O.C. 5AWN ENGINEERED- DESIGN GABLE END 121.I Gd ey TRU55 MANUP,TO UkOY BEAM DTI UMBER UMBER TRUSS TO RESIST EA.END OF LOM1OUT DESIGN GABLE END PER PLAN A 5T623G M9T136 SHEAR LOAD TRUSS TO RESIST SHEAR LOAD 5 M5T46 M5TI48 INDICATED ON PLANS INDICATED ON PLPNS TkIMMER L M5T60 M5TI60 (MIN.1500 L55.) Q PER PLAN (MIN. 500 CBS.) D M5T72 MBTI72 51M P50N A35f 1"LU51'I BEAM MSTA36 ®48"OC• A35 2 x BKAC'G PER POW SMEAR TRUSS W/ PER PLAN a M5TA36 Wl I Od X TOT OP N MFR.SPECIFICATION, N A35®11"O.C. I-I/2• PLATES 2%TUP PLATE SEE PLAN NN EUIJAI hll,A1 .•iIMI'.SIG224 LL MST126') ✓Y DTI LTY4 51'ACING Q FA r DTL A39P SPACING OCAT35 U B 3G`O.C. A 32"O.G. r0 B 16"O,C, E.N ACT. A.T. LJ _ 1'RIMMLR TOP PLATt5 D 8?O GC EN E.N U Q > L"J PER PLAN Z -� Q O ! 0QI, Z 8 K'T°'H SHEAR TRANSFER © ROOF 10 DKW" DRAG DROP BEAM/FLUSH BEAM 6 KITUOU TRU55 TO WALL GABLE END 2 w Z Q (If 1KW1b W/KOUi CN.tN11KL KWY SNT'G /— V L,LJ LENGTH,TRU55 MANUF.TO h.N. I Pw MANUP.TO O Z Y PKOVIUL 2x MtMBLR DESIGN TRUSS TO RE515T DESIGN TRU55 TO BETWEEN THE TOP CHORD SHEAR LOAD INDICATED RESIST SHEAR � Q Q I KAMING BETWI LN AND BOTTOM CHORD ON PLANS(MIN.1500 L55). LOAD INDICATED ON L.n Ll PLYWOOD SHT'G WITH TRU55E5 TO RECEIVE PLANS(MIN.1500 L65). EDGE NAILING ALONG PLYWOOD NOTE OFFSET TRU55 THIS LINE AND VX STRAPRA WALL 5TG224 M� AND EXTEND STRAY ST6224 UNDER ALL BAYS W/YLYWD 51MP.A35 @ 48'O.C.' 51MP.A35 eel 4B"O.C.' . ... .__ ..... TOP PLATES AFTER ROOF 15 LOADED — AFTER ROOF IS LOADED 8d AT 3"O.C.+/- (OR BEAM) �' / (MIN 20 NAILS Aj LTA / \ PROVIDE DBL.-TOP PLATES AT SHEAR WALL ,J LOCATION ONLY. 5I C 5TKA1' WI(2)-KOW5 Of I Gd \ NAILS.)6'O.C. KG I Gd'5®8"O.C,- 4X BLK'G IX TOP PLATE GT: A355 I Ga5 5PAi;.NG V _ j1X11LKG /P (THIS COND.ONLY) A 32 J.C. 8'O.0 Q DTL STRAP BLK'G LENGTH B 16"U.C. 4.O.G. A STG23G 3'-O' 1 \I 2X BLK'G W/ C 12 O.C. 3"O.C. (\/ 84 AT 4"O.C.+/- Ht.AM UK UHL B M5T48 4'.0- ®8�0 C.5 G 6.O.C. 2"O.C. (MIN 20 NAILS) TOP FL,SEE PLAN C MST60 5'-CF 5HI,AK PANEL TYPE.3 / AFTER ROOF IS Ljj SEE PLAN FOR N OF D MSTA36 2'-6"OP REO'U) \ BAYS RECD. �..._. -J i IDADED N n C)SECTION SECTION NOTE:SUNG OMITTED AT MULTIPLE V T IJ35[S 19 15 .)KI,IO DRAG DETAIL 11 TRUSS TO WALL DRAG 7 wllx>3 SHEAR TRU55 TO INTERIOR WALLI 3 F 5 EQUAL EQUAL ° Tor PLATES DTL STRAY A ST623G CONTINUE PLm'D, M.C-0106/30/7 B MBT48 APPROVc. 5HTG UNDER CALIF, E.P.06/70/Oi U.F.N2 FIAT L0OKOUf KOOI`bin'G C MST60 2%SnAPEU ULKG P0R PERT.11i I� DANCE FRAMING � 2X4 @ z4"D.C.OR 2xr, D Msr7z wi E.N.N I Gd SCOTT FAZEKAS 8 SOCIATES,INC. a CALK 32"O.C.,TAKE WCK 70 LIP 2NO TRU55(MAX,I B. `TG224N G.OC TO GI K L,�:a ZU66 TOTAL OVERHANG), ST6224• d [.N. TRU55 /if14D.5nT'G FULL M. T eae plans have 1b r" 'ed I.,a(9larance to Ole STUD® [DUAL EQUAL ppllcable codes tl o inanoe. Authorization la JOB/ EA SIDE W �`— ere by granted 1 issu a buildin permit pending 06-125 L.N. W/16d5 I p , D.C. 112.5 48"O.C. (STAGG.1—�� TOP PLATES Thu INSUanp Or .rig „ 1111I"IJCAI�@x SL'ALJ< d app'Ovnl 0 11 es plans not be OKLLlkPRA TKU'IS MANUt.TO V+R'I !.N 3 ACC(R)NT 1'(XK perll,it o ep roe 'IOI.I I Ion IIilic""D6a0N)IRUZS6 P05T UK NOTHCCD TOY MULT.STUU eot11:5 Ord na c 1 N„ u�'I III II p usunlud Io glee LN. CHORD IN OE51GN PER PLAN an(hu V 4, r or o.mnd we p OV1slona Of such DRAY(BC 5IMP50N J.QL SALAS MIN.ID)11 0 CA. ST6224• 5TUD TO BEAM. PROVIDE PLYWOOD 5HIM MERE REOD. 51MPSON Mm.24'SO. 2X LEDGER W/ 5HEAK TKU65 W/ TO MATCH BEAM AND/ ST6224' TKU55 MANUF.TO OPENING IN 51TG �/ 160 @ 4"O.C. A35 12"O.C. OR POST WIDTHS. d DESIGN GIRDER FOR VENTILATION. TO TOI' hull 11T. SHEAR LOAD BLOCK AND E.N. O INDICATED ON PLANS ALL COOED. PLATE 'ID 11A Y(Y'1 UK (MIN.I,5O0llki.). (� D_ SEE PION ,"_ SIDE W/IC MOLT.5TUD nGR.PCK PION J B. 12•, PER PLAN (STAGGJ 20 16 KI, ,r HIGH ROOF TO LOW ROOF CONN. 12 N.W DROP/FLUSH BEAM 8 KfT4 TRU55 TO GIRDER 14 __l i GENERAL 10.0 FOUNDATION 1 - NAILING SCHEDULE ( U.B.C. TABLE 23-11-B-1 ) 'C LVL'RC PEf•C[AKC SHgII COMPLY WITH THE FOLLOWING. 2.17 PROVIDE F0M WIDTH AND FLOOR UNDERIFF551 T mocr'FIE STUDS ABOVE. 8. 5FUI HORIZONTAL REBATE IN WALL AND FOOTINGS SMALL BE STAGGERED 4'-A MINIMUM. 1.0 FOUNDATION PLATES OR SILLS: 1,THf_'E C'T NEKAL REOL'IREMENT5 LINEESS OTMM115E NOTED ON FLANS OR ARCH L FULL WIDTH AND DfRH COMPRE5910N BLOCK BETWEEN ROOR5 AT CONNECTION NAILING SPECIFICATIONS. SUCH LOCAT10N9. 9. ALL BAR5 IN MASONRY SMALL BE LAPPED A MINIMUM Of 40 DARE)DIAMETERS(2'-C•MINIMUM) 2.UMFCKM BUILDING CODE,1997 AT ALL SPUCE5,U.N.O. 1,1 FOUNDATION FLATE5 OR SIMS SMALL BE BOLTED TO THE FOUNDATION OR I-JDI9T TOBLLLORpRDCR10CNNl 3-f0 3.ALL APPLICABLE LOCµ.STATE AND FEDERAL CODES,ORDRLV{UAW$, 2.a FRAMING CONTRACTOR S TO PROVIDE ADDITIONAL STRAPS AT TOP PLATE FOUNDATION WALL WITH NOT LE98 THAN 5/8'NOMINµ DAME ER STQI FEGULATI I IS AMID PPOTECTIVE COVENANTS GOVEFIJIIJG THE SITE Of Wopk SPLICE WMfRE 5MCIfIED ON FRAMING PLAN AT TIME OP STUD WALL FRAMING. 10, PROVIDE DOWELS IN FOOTINGS AND/OR GRAD[BFANCI TMF.WF eiI7F AND NUMMR A5 DOLTS EMBEDDED AT I1/`JT T INTO TALC CONCRETE OR MA50NRf AND V[UAL WALL OR COLUMN REINFORCING.DOWSES SHALL IIAV[A MINIMUM PROJECTION TWO BOLTS NOT MORE TERN 6'APART.THERE SMALL BC A MINIMUM OF 2.BRIDGING TO Jd5T.T0RINl EACH CND 2,ep 4.THPS aRD SPEC DE OR N9 Of 1997A5TM q5 NOTED MERLIN ARF REOIIRED BY 2.19 ALL JOIST HANGERS ON PLAN N R OETNN U HANGER ALL BEAM HANGER$SMALL BE SIMPSON [DUµ TO STANDARD LAP SPLICE,U.N.O. 1W0 BOLT$PER PIECE WITH ONE BOLT LOCATED WITHIN 12'OF EACH END BUILDING CODE OR U.B.C.1997 MV MANGERS U.N.O.ON PLAN OR pEfNLL Of EACH PIECE.A PROPERLY 51ZED NUT AND WA5HFR 5HAM BE f 3-I'%6'(25MM X I S2MM)9UBfL00R OR lt'A TO EACH JOIST,fACE NNL 2,aD 2.0 IN Of CONFLICT.THE MORE STRINGENT REQUIREMENTS SMALL 2.20 GOVERN. It. /S OR LARGER MRS SMALL NOT BE RE-BENT WITHOUT APPROVAL or THE ENGINEER TIGIRON[D ON EACH BOLT 70 THE PLAT[.U5[2 I/2'X2 1I27(IM'SQUARE DUPING HANGER INSTALLATION,FILE ALL ROUND AND TRIANGLE NAIL HDU5 ALL BARS BENDS 5HALL BE MADE COLD, WASHER FOUNDATION PLATES AND SILLS SMALL BE THE KIND OF WOOD 4-ANDER THAN I'X C'(25MM%152MM)SUBFlOORTO EACH XX9T,PAC[NAIL -O ON GVTE\f4Tl:MIEN C(ALL DIMENSIONS AND CONDITICTO Snµl M.THE OF SIMP_5ON Hill HANGERS.ALL BEAM HANGERS SMALL Br SIMP.MU N.N.D.). - SPECIFIED IN SECTION 230G. TArX NSIIVLT OF THE CONTRACTOR DI AND SLID-CONTRACTORS.ACTED DIMFNSICMi 2.21 IF A DOUBLE SILL PLATE 19 USED AT LIGHT- 12. ALL REINFORCING R TEELO I ANCHOR COLTS,DOWELS.F CONCRE 51 NMI.DE GROUTING SfLUREO 5-2'(51 MM)9UBFLOOR TO JO15T OR GIRD WND AND FACE NAIL l 1\.1I TAR[FRfi EMNT MTR SEAL[OF[NRAWINGS. NTIGM CONCRETE FLOORING. IN POSITION PRIOR TO INSPECTION AND PLACING OF CONCRETE OR GROUTING M0.50NPY. 1.2 ALL IMERIOR WALLS NON-SMUG WALL 5 WIVE HIILTI%-NNL NTH A THEN ME FRAMING CONTRACTOR SMALL APPLY SILL PLATE NAILING TO MINIMUM PENCTRATIOJ OF I-IM'IM09WJ AT 24'ON CENTER UN tL59 G-'AIL MT[TO JdST OR p1OCNNG,TTiLAL"Ace"Al. I OI EN I G(,.-MM) 4.0 ENGINEER OR ARCHITECT OF RECORD 15 TO Be NOTIFIED IMMEDIATELY BY BOTH SILL PLATES. 13. VERTICAL DAR5 IN WALL SMALL Be ACCURATELY POSITIONED AT THE CENTEROr THE NOTED OTHERWSE,TO BE INSTALLED IN ACCORDANCE WITH ICW/2388. SOLE PLATE TO J019T OR BLEO.W. BRACED e"AALL PANELS 3 16p PER I6'MOG MM THE CONTRACTOR SHOULD ANY QUESTION ARISE PERTAINING THE WORAING DRAWINGS WALL.U.N.O.•AND TIED INTO FO5ITION AT THE TOP AND BOTTOM AND AT INTERVALS NOT NOVEMBER 1995.ACTUAL SLAB THICKNESS TO BE MINIMUM 3.I/2'. AND/OR SPECIFICATIONS, EXCEEDING 1.92 BAR DIAMETERS, 7-TOP PLATE TO STUD,END NAIL 2-16D T 5 .3 FASTENERS FOR PRESSURE-PRESERVATIVE REATED WOOD SHALL BE OF.0 NO pEV1AT10N5 FROM THESE REQUIREMENTS AND STRUCTURAL DETAILS SHAM BE HOT-DIPPED ZINC COATED GALVANIZED.PER UOC SECTION 2304.3. 8-STUD TO SOLE RATE 4-15D.TOENML OR 2.1 GD.END NNL MADE WITHOUT THE WRITTEN APPROVAL OF FARAH ENGINEERING INC. 3.0 TRUSSES 7.0 STRUCTURAL STEEL APPROVAL BY THC INSPECTOR DOE5 NOT CONSTITUTE AUTHORITY O DEVIATE FROM C- R�4�PIAN5 OR SPECIFICATIONS. 2.0 SHEAR WALL HOLDOWNS: 9-BOUCLE 5TLES.EALE NNL 16D®24•(610 MM)O.C. 3.1 WDOO TRU55 MANUFACTURER SMALL SUPPLY M THE ENGINEER AND THE 1. STRUCTURAL STEEL SHALL CONFORM TO A.9.T.M.A-3G,U.N.O. I P DOUBLED TOP PLATES,IYPIGI FACE NNL 16D®16•(610 MM)O.C. f-.0 THE PORTS.i ADEQUACY THE AND SAFETY RESPONSIBILITY ERECTION BRACING,[TOR. ,TEMFOROT WILDING DEPARTMENT CALCULATIONS µJD 5MOP DRAWINGS FOR APPROVµ 2.1 M[CONCRETE CONTRACTOR S TO VEPory LOCATION OP HIOLDONNS rWO DOUBLED TOP PLATES,MP SPLICE tl�I GD SUPFORTS,ETC..D THE SOLE ARCHITECT RENGI OF THE CONTRACTOR AND ALAS NOT Or DESIGN LOADS.CONFIGURATION(2 OR 3 POINT BeARNI AND SMEAR 2. STEEL PIPE SHALL CONFORM TO A.S.T.M.A-53.GRADE B. ANCHOR BOLTS WITH ROUGH FRAMING TO/551RE PROPER AND ACCURATE BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER M CONTRACTOR TRANSFER PRIOR TO FABRICATION,IT SHALL BE TIE RESPONSIBILITY OF THE IN9TµLAT0N,W1Tn THE FRAMING CONTRACTOR I -BLOCKING BETWEEN JDI9T9 OR RAEfpS TO TOP PUTS,10[NNL 3 S Rr5FpN51BLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO TIE APPLICATION MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL OF CALCULATIONS 3. STEEL TUBING SHALL CONFORM TO A.S.T.M.A-501 OR A-500.GRADE B. ED THE ALL KRNCSHEAR WALL,ROOF AND FLOOR EC SSARYS.AND KNISH MATERIALS. AND SHOP DRAWINGS PRIOR TO FABRICATION. - 2.2 ALL MD9,HDA5,PA5.HIFA5,5THp 145 AND MPA5;ARE TO BE 12-RIM J015T TO TOP PLATE,TOCNNL r; V BD®6'N 52 MM O.C. i THE CONTRACTOR SHALL PROVIDE AFOREMENTIONED NECESSARY BRACING TO PROVIDE STABILITY 4. STEEL PLATES SMALL CONFORM TO A.S.T.M.A282,GRADE A. INSTALLED ACCORDING TO SIAPSON STRONG TIC 5MCIFICATION9 AND PRIOR TO THE APPLICATION AR THE CTOR5T MENGINE OBSERVATION 32 TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL R[OUIREMEM9 OF ICBO REPORT/121 1 AND#4935, 13.TOP PUT6,UPS{INRR9CCTION9,FACE NAIL 2.160 '- VISITS TO TetE SnE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHVNL NOT WILDING LODE FOR ALL LOAD9IMPOSED,INCLUDING LITERAL LOADS AND 5. MAOHNC BOLTS AND ANCHOR BOLTS FOR STEEL MEM8E6 SHALL CONFORM TO A.S.T.M. IMPLY THE A55l�MPfION OF AM ILESFON51BLtltt IN THIS REGARD. MECHANICAL EQUIPMENT LOADS. A-30],U.N.O.ON PIN19. 2.3 MPg9 AND HEAHD2255HNEL BE INSTALLED IN FOOTINGS HAVING 14-CONfINI0U9 HGDER TWO PIECES 16D®IGy406 MM OC.ALONG EACH EDGE THEMINIMUM..TM OF AT LEAST.(U.N.O.) Z FAR BLANDER HAS REQUESTED,CONTRACTED WITH AND 15 COMPENSATING 3.3 ALL CONNECTIONS INVOLVING TRUSSES SHALL Be I.C.B.O.APPROVED AND G. LIGHT GA COLA FORMED 9TfA MfMO[R$SMALL CONFORM TO A.S.T.M.AJ41.M,I M ENGMQRNG FOR THE LIMITED SERVICES OF PROVIDING THE OF ADEQUATE STRENGTH 70 REST STRPS36 DUE TO THC LOADING 2.4 ALL HOEDOWN ACTtORS MUST BC TIED IN RACE PRIOR TO FOUNDATION 15-[BUNG JOISTS TO FIATE,TOENAL 9.Bp Ur Q l MNIMUM STRUCTURAL ENGINEERING DRAWINGS REQUIRED.WHEN COMBINED WITH THE OTHER INVOLVED AND SMALL BE DESIGNED AND SPECIFIED BY TMC TRUS5 MANUFACTURER. 7. HI-TENSILE BOLTS,WHERE INDICATED ON PLANS OR DETAILS.SMALL BE OF THE FRICTION INSPECTIONS. z (V MIILIKRA CCNSI'ITgNTS CRAWMN(S.70 OBTAN A WILDING PERMIT POR THIS PROJECT. TYPE AND THERE SHALL BE NO FAINT.OIL.LAGER)"OR DALVAN171NG BETWEEN THE 14 CONTINIOW Hd0ERT0 STUD,TO[NNL 4 IVr ^ 00 THESE DRAWINGS ARE NOT INTENDED TO,NOR DO THEY.DETAIL ALL CONDITIONS, 3.4 DEAD LOAD AND LIVE LOAD DEFLECTIONS SMALL 5[LIMITED TO U240. CONTACT SURFACES.HI-TENSILE BOLTS SHALL CONFORM TO A.5.T.M.A-325,U.N.O: 2.5 FROVI�E(1)/4 REINFORCING MR TOP t(11/4 BOTTOM OF µL !Y I/JV EW1 i COMPLETE LE µL EPROJECT MATERIALS,OR BUILD R OMIT THE SCOPE Of WORK REQUIRED TO LAVE LOAD DEFLECTION V360. CONTINUOUS FOOTINGS. I7-CBUNG JOI5M.A 5 OVER PAKUIJM.FACE NAZI 3.ICU COMPLETE THE PROJECT.THE BUILDER NOUNS MANUFACTURES. S.OLIAU,AND RSELECT AL 6. WELDING OF STRUCTURAL STEEL SFW.L CONFORM TO A.W.S.01.I U51NG APPROVED E701d ... M CO• THAT C ILL$ELECT ALL MATCRALS AND MANUFACTIRIS,QW1Ury AND SELECT 3.5 CROSS BRIDGING AND/OR BRACING SMALL BE PROVIDED MID DETAILED BY ELECTRODES. �f I Q CEILING Jp9T9 TO PARpUEL RAF1Ot5,FACE NAIL W SUBCOMRACTORg MID INSTALLERS,DRECT ALL WAY5 µND MEANS OF CON5TR11RION, TRUSS MANUFACTURER AS REQUIRED TO ADEQUATE BRACE ALL TRUSSES. 3.O ELECTRICAL GROUND: 3.IGo LLJ Q i4"� M VINO'RED TO ALL PLATE THE INFORMATION-ABOVE AND T-,ALL THESE DRAWINGS, 9. ALL WELDING SMALL BE PERFORMED BY A CERTIFIED WELDER MIND THE ELECTRIC `^ O l l A V) AND THE TO K WU MEE THE PROJECT IN CONFORMANCE Y STANDARDS. ALL RDS. IHG AGENCIES 3G TRUSS MANUFACTURER TO PROVIDE DCTµ5 WHICH ALLOW FOR NORMAL SMIFLDED ARC PROCESS AT LICENSED SHOPS,OR OTHERWISE APPROVED BY THE LOCAL 19.RAFTER TO MTC,TOENAIL V V 1` AND THE V.OPA W LL MEET OR ENC[ED ACCEPTED INDUSTRY STANMRDS. DEFECTION WITHOUT IMP05ING LATERAL LOAD5 ON THEIR SUPPORTS BUILDING DEPARTMENT. 3.8D (I.E.;5C1550RTRU55E5). PROVIDE ONE EXTRA I4 BAR IN FOUNDATION FOR ELECTRICAL GROUND.7.0 SPEDµ A 5FERION FETE SfC.I7OI.S OE THE U.D.C.IS REQUIRED LOCATION SMALL BE PER ELECTRICAL CONTRACTOR 20-1-(25 MM)BRACE TO EACH STIR AND PLATE,FIDE NNL 2-80 Z 10. CONTINUOUS INSPECTION IS RI:QUIRID FOR ALL FIELD WELDING. W A5 ALL STS' 3.] TRU55 MANUFACTURER IS ON THE IR TOR PRAVIDING ADDITIONAL SHEAR AND 21.I'X 8(25 MM X 203 MM)5MEATHING OR LESS TO EACH WAR rG,FACE NNL O 1/5 DRAG TRUSSES AS 5/10vM ON THE FRAMING PLAN. I I. ALL STEEL EXPOSED TO LEATHER SHALL Be fIOT-GIP GALVANIZED AFTER FABRCATION, 4.O SOILS: 2-aD Y I ].I ALL"ZLVING O WELDING.DECKING.INCLUDING WELDING OF REINFORCING STEAL OR OTHER APPROVED WEATHER PROOFING METHODS MAY W USED. T rV AND WL TION OF 9TQL TIGHTENING O. 3B TRUSS MANUFACTURER IS RESPONSIBLE FOR Rf TRUSS FRAMING PLANS AND 4.1 BOLOfR TO SUBMIT A COPY Of VAUD SOUS REPORT TO TEE WILDING 22-MMK THAN I N D'(2$MM X 203 MM)SHAMING To EACH umm6,MCC NNL 3 0D i 7.2 INSTALLATION AND TIGHTENING OPERATIONS FOR ALL HIGH-STRENLTH STRUCTURAL DETAILS PRIOR TO FABRICATION Of TRUSSES VINO SPECIFYING 12. WHERI`.FINISH S ATTACHED TO STEEL.PROVIDE 1/2'DIA.BOLT MIXES®36.O.C., DEPARTMENT FOR RAN CHEER PI1W05[9. 16D J3 24'(61 D MM 1 O C. Q 0 PRCTIOIN eaTIHG A325F). HINGES' U.N.O.,FOR ATTACHMENTS OF NAILEI5.5Q ARCHITECTURAL DRAWINGS FOR FINISHES, 23.80LT-UP COFNCRSTIDS ' (ALTERNATE.1/2'DIA.X 3'NEL50N STUDS 0 36-D.C.). 4.2 SOILS BEARING PW55L RE-1000 0ay0�3.9 ALL TRUSSES ALL DESIGNED BY TRUSS D OTHER ACTURR SMALL BE DESIGNED 10 24-SULT-UP GIRDER#BENNIS 200 9 32•(e I3 MM L O.C.®TOP J BOTTOM M STAGGERED 2-200IR ENDS t®EACH 5PUCE Q 1 O w Q 7.3 M9TALLATION AND TIGHTDNING OPERATIONS FOR ALL MGHtSTRENGTM SUSTAIN ALL VERTICAL,LATERAL AND 07HOR PERTINENT LOADS,INCLUDING 13. ALL WORKMNJSHIP AND MATEWAL9 BHLAIl CONFORM TO THE LATEST EDITION Q TIE 1 ArNCHpP BOT9. BRACING OF TOP AND BOTTOM CORDS.IN ADDITION TO ANY CONNECnON5 oWWIrICATIOIS FOR THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL it F. J.4 DUPING THE WAKING OF TEST ION OF ENS AND PLACING CONCRETE ALL REINFORCED RELATED TO TRU55M.CONTRACTOR 15 TO COORDINATE WITH TRV35 MANUFACTURER FOR WILDING'BY A.I.5.C. TABLE 1 25-2'(5 L MM)PLANKS 2-I GD®EACH B PIIIG LL T- V I- LL LOFJC ETE.WITH THE THE GTH OF O GREATER T AN -200 P THE 3.10 THE TRUSS MANUFACTURER 15 RESFON5IBLE TO MEET THE PROFILE AS 14. ALL GROUT UNDER STEEL BLARING PLATES SMALL BE SOLID DRY PACK OR NON- FASTENER TYPES.DIMENSIONS.#ALLOWABLE LOAD5 SMRNK 2G-WOOD STRUCTURAL FAMES t PADX;IEBOAD: ' STRUCTURAL PLACE.GNMENT NT Of ALL 15 NO GREATER THAN PC-2500 P91. INDICATED IN THE DRAWINGS. GROUT PLACED A9 DIRECTED BY THE MANUEACTUR[R 5U8FlOOR I WALL SnG ING(TO FRAMING): T.5 425R 1 THE PLACEMENT OF µL MASONRY INDICATED ON THE DRAW WGS 3.1 1 ALL THE TRU55ES TOP AND BOTTOM CHORD SMALL EC D.F#2 OR BETTER I5. STEEL 15 TO BE FABRICATED IN THE SHOP Or A UCENSED FABRICATOR. ALLOWABLE IOADIP(MMa) I/Y(12.7 MM)t LESS A4 HA\'LNG.rPECIAL INSPECTION'. MIn.Paletratla(Indltn) LateXN StnlyM' t alwl Lrellyth' GOB FASTENER' WIRE Into Man Menem dfl% 19/32'-3H•119 MM}I9 MM) no,OR fp 16. 5HOP DRAWINGS SMALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND 0.55 0.46 SaIMm Pile Dwgaa FIr- Try-I.122 MM-25 MM) ED' 7.6 DELLE DRIVING AND TESTING OF PILES AND CONSTRUCTION OF CASTAWFIACC 3.I2 ALL THE TRU59 HANGERS SHALL BE SPECIFIED BY THE TRV55 MAR. Cl 10-1 IM'(295 M-32 MM) I OR DRIIED RUES OR CAISSONS. COMMENT PROF.TO FABRICATION. 5TAPLE(IG Ga) 0.0625 1 48 42 38 25 COMdNATION 5UBrLOOR-UND[RIAYMENT(TO FRAMING): a.D 199]I1BL: - Gd Slnkm 3M'(19 MM)J LESS DESIGN A55''M[CTCk. . HTTOWVIAPHRINGH RATI5 GEOLOGY.ALL5YWOOD HEAR 9, S.0 REINFORCED CONCRETE 6d Codm 0.0915 I 52 44 2a Ia Gn REM41DMN FACTC4.MF.16M Tp WATIt RATIO Or 2:1 FOR ALL RKBOOD SMEAR WAl1S 4.0 ROOF AND FLOOR SHEATHING Gd Do, 71&.1'(22 MM-25 MM) at, (Alt rvi n4>PEEN CONSIDERED. 6d 0.0990 I L/8 61 51 31 20 1 /C-1 IN'(29 MM-32 MM) 4.1 ROOF SHEATHING: 1.0 GENERAL: 0.0720 64 54 45 29 6d Camlm • 1.1 ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SMALL CONFORM Gd"' 27,PANG S101NG I TO FRAMING): 1.0 STRUCTURAL WOOD MIN.15/32'A PA.RATED SHEATHING,PII 2AV,DtP05URE I OR EXRROR,WITH eD TO CHAPTER IS.U.B.C. Gd Coder I/Y(12.7 MIA) GIT 6d COMMON NAILS AT 6'O.C.AT EDGES AND BOUNDARIES.AND 12'O.C.AT PHEW,RAND. 6d Rng short SIIYIa 0.1130 I/4 79 67 35 22 'JAL'( G MM) N%Y rDGE5 UNBLOCKED. 2 .0 MATERIALS: MINIMUM QUALITY: Glom,-5-k 2e-r1xWA RRDSHeATHRI • Gd CAa 12'(12.7 NIM 1 NO.1 I.l:. 2.1 CEMENT$WALL CONFORM TILE U.D.C.1908,E OF U.B.C.AND SMALL CORRESPOND L 0.08C0 60 68 50 32 GD' 4.2 FLOOR SHEATHING: TO THAT ON WHICH TH[9RECT ON OF CONCRETE PROPORTIONS WERE BASED. 6d RIn9 BLMrt NO.I6 GA I.I qLL STRUCTURAL WOOD SHALL Q Or pOUGIAS FlR LARCH 6d S_5Nra1k NO.11 GR. 5-EC'B.(1 P4 MAY MUM MOISTURE CONTENT). MIN.ROOV A.P.A.RATED COMMON SHEATHING,PII(MrO,MED 5URE I AT IXTEROR TONGUE 2.2 CONCRETE AGGREGATES SWILL CONFORM TO U.D.G.1903.3. I Od COolm 25J32'120 MM) 8, AND GROOVE.WRAP MOD t O.C.AT FIE FOALS(DEFORMED UNLOCKED. D.6'O.C.AT ARSE VINO I Od SIMru 0.1200 3/8 89 76 3] 26 1.2 ALL MaLMNF BOT9 SHALL CONFORM TO ASTM A307.UNL65 OTHER- 2.3 USE TYPEYCEMENT EORCONCRETE IN CONTACT WITH SOIL CONTAINING WLFATE, ND I G GI. W15E NOTED, THREADED- DARES,AND 12. .AT HIED.PANGS CREW UNLOCKED./8%2'COARSE THREADED.YELLOW 21NC,FIAT LEAD,WOOD 9CRCVA MAY BE USED IN-LIEU OF IQO (MIN.FO-4500 51,20 DAYS). 0.0915 I 9p 75 57 36 29-INTERORPANELING COMMONS f ICBO/5053).(NOTE:USE FII 4924 WEER!JOISTS ARE SPACED 24'O.C.). 2.4 REINFORCING STEEL SMALL CONFORM TO ASTM AG S.GRADE 40 FOR 51ZM I �! I/4'I C. MM) 4D" I.3 ALL NAILS SHALL O SINGES NAIL-5,UNLESSNUNER AM ALL NOTED. I t)d Caan 0.12a0 1 OI BIG 40 25 3/9•(9.5 MM I 1. PLAN:SHEATHING PERPENDICULAR TO JDI9T9 W1TH'C'PALE 00'MJ. /3 AND#4 AND GRADE 60 FOR SIBS/5 AND LARGER �„14 CONTINUE Plw2`CD ROOF SHEATHING UNDER ALL CALIFORNIA FRAMING d CamIIal I OG 90 2. THE SPACING OP INCHES IN ROOF VINO RATING SUPPORTS OVER WHICH TIE PANELS ARE gd Rny Shank 0.1200 112 89 76 41 26 IMPLIED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PAN". 3. ALL PAN.5 SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE MARK OT THE A.P.A. 3.0 STRENGTH: ;? " 0,1350 113 96 42 27 OR dFF.A. I COMMON OR BOX NAILS MAY BE USED VCEFT WHORE OTHERWISE STATED 2.0 FRAMING 0.1055 1 138 IIr G5 42 2 NAIL55PAQD 06'(152 MM)ON CENTER®EDGf5,12-(305 MM)Q 4. IT 15 RECOMMENDED,BUT NOT REWIRED,THAT THE FLOOR SHEATHING BE GLUED TO THE 3.1 CONCRETE SHALL BE PROPORTIONED TO PROVIDE A MINIMUM COMPRESSIVE Ocl Camvall - INTERMEDIATE SUPPORT OM-T 6-(152 MM)®ALL SUFFORT5 MERE J015T5 TO MELP ELIMINATE 5QWArJNG. STRENGTH,PC,FOWL TO 2500 F91(28 DAYS),UNL55 NOTED OTHERWISE. 16d 51rtm 0.1480 109 SPANS ARE 48'(1219 MM)OR MORE.FOR"LING Of WOOD 5TRUCTURAL PANEL Barbesa H Hal 0.1420 I 100 t PARTICARBOAR7 DIAPHRAGMS t SHEAR WALL5,REPER TO SECTIONS 2315.3.3 t 2315.4. 2.L ALL FRAIMNG.BRACING-.NAILING.NOTCHING.DRIWNG OR BORNG SHALL BE 4.0 ALL REINFORCING,DOWELS,HOWOWN5,AND OTHER INMIRE5 RIq 5Mrt 3 COMMON OR DEFORMED SHANK SMALL BE SECURED IN POSITION AND Od$mew Shank l 3/8 4 COMMON, IN E S C,F!1D, WITH l'.B.C.LANCES$MORE STRINGENT REQUIREMENTS APPROVED BY THE LOCAL WILDING 12e R 5M1art 0.1350 13 9G 45 29 5 DCrORMED 5MMNK ARE SPEC:r:ED. OFFICIAL PRIOR TO THE FOURNG OF ANY CONCRETE. M 12d 5aew 5bn1, 6 COR1405ION-RESISTANT SIDING OR CASING NAILS,CONFORMING TO THE REQUIREMENT5 OF 5CCTION 2304.3. Q O.I R5- 1 I 138 116 65 42 7 FASTENERS 5FACED 3'(76 MIA)O.C.®IXTERIOR EDGE5 t 6•(152 MI)O.C.5 INTERMEDATE SUPPORT. 2.2 AN T B ALI MRGIE TO OF THE IELD INSPECTOR NLE FOR GLUED-LAMINATED a MBERS a (ARRpIION-RESISTANT ROOFING NAX9 WIiM 7/16•dAMETFR(I I MM)MEAD t I/2'(38 MM)LENGTH FOR MUSTxOILILD %T MITM[FIELDFS1PRIORTEIN5TAWVA 5.0 SAWN LUMBER IGe Common O.I 220 131 1/2'(12.7MM)SHEATHINGII3/4•ILS MM J11WMMOTE2(I M20 MM)41112NG 8MM)LE NG ALSO. nCl4D H4AE MINIMIW+2400 51 FLIXURµ STRESS,DFiCP-v4 0.1480 15A 1 DID31 SO 32 12 THE REQUIREMENTS OF SECTION 2304.3. M. LENGTH \/ WITH_TNDATIO PLATE E O N.N.O.) 116d C_ ShaA I 9 CORRO51ON-RESI5TANT STAPLES WONT NOMINAL 7/16'(1 1 MM)CROWN t 11/8'(29 MM)LENGTH FOR 2.3 ALL FOVNDATION FIAT[OR SILIg AND SIt[PER5 ON A CONCRETE OR I. ALL SAWN'LIMBER SHALL BC GRAD[HARMED BY ONE Or MC FOLLONNG ORGANIZATON9: 20d Cannon 112'(12.7 MM,5HICATMI <I I/2'(38 MM)L WH FOR 25/32'(20 MM)5MEATHING CONFORMING -NI.C.L.LB. (STANDARD GRADING RULES016E 9.O CONCRETE MASONRY 3oe slnm o.Iszo n3 TO THE REQUIREM[NT90F ION .3. WHICH SLAB,WHICH IS IN DIRECT CONTACT WITH EARTH,AND SILLS -W.W.P.A. (STANDARD GRADING RUIL9) 20d RnS Shirt O.I]]0 2 Ire 173 147 59 38 t0 PANEL SUPPORTS ®16' MM)(•20'(505 MM)IF STRENGTH µ151N THE LONG DIRECTION OF THE PANEL WHICH REST ON CONCRETE OR R BRANDED FOUNDATION,SMALL BE PRESSURE N.L.G. (STANDARD GRADING RULES FOR CANADIAN LUMBER U5 EDITION) 20d Screw SM1ank UNLESS OTHERWISE I G. ).C891NG OIL FINISH FOALS SPACED 6'(152 MM)ON PANEL fOGES 12'(305 MM) O TREATED HOOD.ALL MARKED OR BRANDED BY AN APPROVED AGENCY. 1.0 GENERAL: For 51:I pound-4,45N.I Inch-25.4mm,Ipa-6.89 FPa UNLESS INTERMEDIATE SUPPORTS. ! , 2. µL SAWN LUMBER SHALL Be DOUGIAS FlR-LARCH. I I PANEL SUPPORTS Ig 24.161 O MM).CA51NG OR FIN15H NAILS SPACED 6-(152 MM)ON PANEL CODES, v 0 2.3 ALL FOUNDATION SUIDN PLATE 15 SIDS AND SLEEPERS IT ACOHCRCR IL 12'(305 MM)0 INTERMEDIATE SUPPORTS. MASONRY SLID.WHICH IS IN DIRECT CONTACT WANT EARTH,AND SILLS 3. ALL 5AWN W MBCR SMALL BE DRY AND WELL SEASONED,AND THE M015TUFM CMTLM IN WHICH REST ON CONCRETE OR MAANRY FOUNDATION-SMALL BE PR6WRC USE(AT THE TIME THE STRUCTURE 15 WRAPPED)SMALL NI IXCQD 19 PERCENT. ALL CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHWA Be IN TREATED WOOD,ALL MARKED OR BRANDED BY NJ APPROVED PGCNCY. ACCORDANCE WITH CHAPTER 21.U.B.L. REGARDLESS OF THE MOISTURE CONTENT AT THE TIME Or MANUFACTURE, M DE5 24 ALL FRAMING COE PLANS. ECTORSMPFAN FACTURISRSOT 4. 5AWN LUMBER SHAM HAVE THE FOLLOWINGMINIMUM GRADES N.N.0.): 2.0 MATERIALS: FOOT NOTES LAMINATED VENEER LUMBER &PARALLEL STRAND LUMBER: MAYTRENGTir AS BE W F0 THEPROVIDED CONNECTORS 0Y MANUFACTURERS OTHER THAN 91MP5pN ALL 4 X 12#SMALLER FRAMING MEMBERS......................................................../2 MAY 5E USED PRODDED E 1 CAPACITY MATS OR ROML. Hr THE SPECIFIED -ALL 4 X 14.4%16.GX#E FRAMING MEMBERS................................................/I 'A RESPONSIBLE PART AND THERE N A CURRENT ION APPROBµ.THE CONTRACTOR E .4 X 4 PO5T5..................... STANDARD ALL MATERIAL MAKING OF FINISHED CONCRETE MASONRY CONSTRUCTION _ 1. MANUFACTURED LAMINATED VENEIX LUMBER WVIJ AND PARALLEL STRAND AMBER B5U SHALL BE ONE d THE FOLLOWING.µTERNATIVES MAY V, LOADS AND I FOR PROVIDING A CONVERSION UST REFLECTING TI1[ALLOWABLE -ALL OTHER POSTS AND TIMBERS.................................................................../ SFNL CONFORM TO STANDARDS REOUIRED BY SEC.2102,U.B.C. BE LOADS AND ICBO NUMBER -ALL Z%J015T9 AND REPTERS................... 1 $PEELµ LENGTH FOALS WITH SHANK DIAMETERS,A9 NOTED HAVING USED ONLY WITH SPESIFlC APPROVAL OF THE 5TRUUCTURAL ENGINEERING,AND ONLY UPON SUBMITµ Of A USTING OF rFODUCT5 AND SIZES TO DE .........................................................n ALL 2X<3X STUD5 NMBRACEO LENGTH UP TO I O)...................9TUD OR 5.TADARC, 2.1 MORTAR SMALL BE TYPE M OR 5 AS APPLICABLE AND SMALL BE PROPORTIONED SMOOTH-BARREN,SS WITH S RING SHANKS MAY Q USED PROVIDED SUBSTITUTED. 2.5 BOLT WALLS PERPENDICULAR TO A CONCRETE WITH MASONRY WATER HALL Be -ALL 2X#3X 5TUD9(UMBRACED ILNGTH CXCEEpNG 10)......................................02 PER TABLE 2l-A U.B.C.AND IN CONFORMANCE WITH A5TM C270.MORTAR THE TOTAL LENGTH OF FASTENER PROVIDES THE PENETRATION INTO BOLTED TO THE CONCRETE EI MA90NRY WALL WITH I/2'DIAMETER%8' -ALL 2X TOP PIAT6..............................................................................STANDARD FOR UNIT MASONRY. THE RECEIVING MEMQR.PLU$THE TMCRNCSS OF THE ATTACHMENT al TRU9 J015T MACMILLAN PRODUCTS..0p5C,IDAHO RCBO REPORT NOS.NCR 126 FOR A30]BOLT.AT TOP,MID-HEIGHT AND BOTTOM. -µL 2X AND 3X 51.. ..................................... ...gTµ(DgRD -EN' G BE """""""" . MATERIAL.THESE FASTENERS WILL HAVE THE SAME VALUES AS MICRO-LAM LVL#292 FOR PARAMMI PSL 2 L.A.CITY REPORT NO.22G 14 FOR li 2.6 HOES IN UNSEASONED LUMBER SMALL BE 1/32'TO I/16'LARGER THAN MANUF.TRUSS LOMFONENT9........................GRADE FETE MANUF.(D f.4ARCM ONLY) 2.2 GROUT SMALL HAVE INGREDIENTS PROPORTIONED PER TABLE NO.21.5, TABUTATED A W VE. MICRO-LAM LVU. f THE U.B.C.AND IN CONFORMANCE WITH A5TM C47G GROUT FOR MA50NRY 2 - METBOLT.A ORSTRANOT LESS THEREOF.THAN A STANDARD COT D BETA OR A 5. ALL SILL PLATES RESTING ON CONCRETE OR MA50NRf TO BE PRE9911RE TREATED VINO SMALL ATTAIN A MINIMUM COMPRESSION STRENGTH AT 28 DAYS 2 FOR WOOD.DIAPHRFAGNS RE STING WIND OR SCISMIC LOADING, LVL t F5L GRADE 5MDULf: METµ AATE OR_TRAM IN L,A DBETW SMALL BE PLACED BETWEEN THE DOUGIAS FIR Or 2000 PN OR THE REQUIRED COMPRESSIVE STRENGTH OF THE THE3.3_E[VALUES MAY Q INCREASED 30 PERCENT IN ADDITION TO 9Q[NOTED ON PUN GRADE It GRAD!MARK Po EV E - O MM 351117 HOOD AND THE BOLT HEAD,AND 0[N2[N TIC WOOD AND THE NUT, - CONCRETE MASONRY UNITS,WHICHEVER 15 GREATER. THESE PERCENT PERMITTED FOR DURATION OF LOAD. G. ALL REMWN AND R01/6HSpWN BEAMS ORE TO Be FREE OF HEAR CENTER 1230 NCH WIDE MICRO LAM LVL 2600 F5I 265 F51 I tOOO 51 ER 3754), R Eap.06/30/09 2.] TREATED LUMBER CONTRACT WITH MASONRY OR CONCRETE SHOULD Be PRE55UFE 2.3 CONCRETE MASONRY UNITS FOR LOA05 BWONG SYSTEMS MAY BE CONCRETE 3 THE TABULATED ALLOWABLE VALUES ARE FOR FASTENERS INSTALCD I U16INCH MOE PARµIAM PSL 3100 F51 -290 F51 2,100.000 PSI HIS. TREATED LUMMR,OF SOME SPECIES. 5RICK A5 SPECIFIED BY A5TM C55.5PECIMCATION5 FOR CONCRETE WILDING BRCK. IN DOUGU9 FIRAARCH OR SCUTHEM PINE.TO DETERMINE THE ALLOWABLE 3 12 INCH WIDE PARALLAM F% 2900 F5I 290 FN 2.000.000 5l APPROVED 2.a 5TRUCTURAI INFORMATION 5HOWN ON FRAMNG PIANL515 FOR THE MAN 2.4 GRAD[N CONCRETE BRIEFS ARE FOR USE A9 ARCHITECTURAL VENEER AND - VALUES FOR SPECIES WAVING A 5MCIFIC GRAVITY EQUAL TO OR GREATER 5 1/4 INCH MOE PNRALIAM P9L 2900 PSI 290 PBL 2,000.000 P51 FOR PERMIT ISSUANCE Q'cp 0 STRUCTURAL ELEMfNT9.NON-STRUCTURAL ELEMENTS SHALL Q CONSTRUCTED FACING UM1151N B(TENOR WALLS. THV10.42 BY MULTIPLYING THE VALUES ABOVE DA'0.92 FOR SPECIES WTfH 71NCH WIDE PARALLAM 5L z900 PSI z90 P51 2.000. FA2EKAS&ASSOCIATE$,INC. 1 PER APPROVED COVE REQUIREMENTS. SPECIFIC GRA CITY LE55 THAN 042.MULTIPLY THE VALUES ABOVE BY OA5. Illy!2 r)JnpF 6.0 REINFORCING STEEL 2.5 GRADE 5 CONCRETE BUCKS ARE FOR GENERAL USE WTERE MODERATE STRENGTH bl AOU9 ANA PACIFIC CORFORATION PRADUTS FORTUWD.OREGON.OCPLJ REPORT N05. DATE ..^ rRA%TP KNIT CONSTRUCTION CTCN REQUIREMENTS Or REQUIRE 23 FOR LIGHT 4 ALLOWABLE VALUES SHOULD BE ADJUSTED FOR DURATION Or LOAD 66YY FlRAAfD CCN?TRACTION SMt UlO N FOLLOWED AS REQUIRED. AND RE515TANLC TO FROST ACTION AND MOISTURE PENETRATION IS REQUIRED. LVL t M GRADE 9HEW1E: TAP.aO IAp9#,VIVO bqF revlPwP(I IOI nMIIn(nnnn 10 IHB IN ACCORDANCE WITH THE CODES NMCR!MDTµ 510E ORE U5ED SIZE NOTED DE PLAN GRADE t GRADE MARK rb FV p C +Ds/ .'.10 WEIGHT Of THE ROOF S CONSIDERED AS 10 IATfRAL STRENGTH VALUE MAY BE INCREASED 25 PERCENT. _ 11'NI ;a Antl 1/Nlinn 19 ,D MgRDOTALRAD. I. ALL REINFORCING STEEL SMALL CONFORM TO A.S.T.M.AG 15- 1311E INC VAN[ GRAND-D.AM W2950Po 2.0E 2950 P51 2?,}��b �f�@poN0115ann n H11i111 1g pafmll Iln(DENT ROAD UT 19 5P).IF ROOTING MAYCRµ E ENGINEERING TAPS N WRITING THE 40 FOR M BARS AND SMALLER 3.0 STRENGTH: 5 WITHDRAWµ IN VALUES ARE FOR FASTENER$INSERTED RATIO NINTO THE 3 12 INCH LADE GRAND.-UMW 2950Po 2.0E 2950 P91 2r1f1'prj�'OVaI 6�-Ntl'R1 c ble Cily nye IcI0 Ann( ) FRAMING R TO CCTOR UCTM.HOULD NOTIFY FARAH ENGINEERING IN NRITING TO THE GRAN IN POUNDS PER MT INCH ET PENETRATION INTO TMf PRIOR TO ClJHNSTRUCDON. 2. µL REINFORCING STEEL SMALL CONFORM TO A.S.T.M.A-615-GO FOR/5 DA25 AND LARGER. MAIN MEMBER OE SPECIES MUST BeBC COMPUTED IN ACCORDANCE VIM 2. MANUFACTURED LAMINATED VENEER STAMPED (LVL)AND PARALLEL STRANp�'UM 5 HIA T JN jHE,`Q�jJF 9CNER 3. THE SPECIFIED COAPRESSIV!STRENGTH a'MASONRY,PM,SMALL BE THE CRITERIA OCSLRB[D IN TMC GENERµ NOTES.WITHDRAWAL STRENGTH FABRICATOR µ PIECES 51ALL BC 9TMAPED WITH THE MANUFACTURER'H L4JCAI4 T4C1F M�N YIJE�f(Blll'EIbF�EF}HItF.1IFFP 2.11 PROVIDE SOLID BLOCKING UNDER S[ARNG PERPENDICULAR WALLS AND 3. ALL WEANED WIRE FABRIC TO CONFORM TO A9.T.M.A-185.UP TO -12SPACES, 1500 P5I,UNU55 NOTED OTHERWISE.If MIGHIdtPM 19 NOTED.IT 5ftµl - FOR PASTENCRS SHALL NOT BE INCRCAS[D BYAFACTOR GREATER THAN LlM0CR 5H1ALLQ MADE MID THE RL911LTS SUBMITTED TO THE WILDIN�13MR1NB1 O 1he3e pang Glal 0 e cOna(Ue 0 DW Jd5T5 UNDER BLARNG PARALLEL WAU5 NN,OJ. 12'MINIMUM.(VIEW 9TRCN.RAP-601C51) Be VERFlED BY PRISM TESTS AND REQUIRED IN SECTION 2105. TWO REGARDLE55 Of INCREASED PENETRATION, permit Of approve any Violation of the applicable S. MANUFACTURCSHADVMNARDVrNEERWM5CR(LVQMDPARALIELSTRAWdUWEOtPWCtM'=MTONEAPVMO AµNtH11�VABVBTRATED. 2,12 TOP PLATCS M ALL WOOD STUB WALLS TO CONSIST OF(2)MTHE 4, REINFORCING DETNUNG,SENDING.AND PLACING SHILL CONFORM TO A.C.I.31 S. 3.2 REINFORCING SHALL HAVE A SPECIFIED YIELD STRENGTH,FY.OF 40,000 51, G WITHIDKAWAL LOA05 FOR DEFORMED 5MANK NNL$ARE THE SAME AS TRfATAENT LL 511 N ACCORDANCE WITH AWPA STANDARD C 9 FOR IN'NDJ2@Es jC@AgBypq(HryLrARfy(NJ1a11b5WLiBBh SAME MOTH A5 THE STUDS UNL65 OTHERWISE NOTED.TOP PUT6 UNLESS NOTED OTHERWISE. FOR COMMON NAILS. WoSeATED COPPER ARSENATE WITM A RITCNTON LEVEL OF NOT AE99�� �FLpeLN,CTN20 A DEPTH OF 0.501 AFTER IN",=TlON.FXTIPII•P SMALL UP A MM1Ml!M CF 4A'AND SC SPICED WITH NOT LE59 THAN S. WELDING OF REINFORCING STEEL 5MALL CONFORM TO THE CURRENT A.W.S.5TANDARDS - D(P09ED SURFACES SMALL be PROTECTED WITH A MINIMUM OF TWO C r EIKC'�.hh11YYEEREIOR SURFACES NALL TIE(wrq D ITY I NAMIN,(1P.G-16D NA f_,PACED NOT MORE THAN 12-ON CENTER USING PROPER LOW HttpROGEN WELDING RODS. 4.0 SPECIAL INSPECTION: 7 THE TABULATED PENETRATIONS FOR FASTENERS,INSTALLED IN DOUGLAa DRYWALL.A CERTIFICATED INDICATING CONFORMANCE TO AWPA C 9.ANDTHE TYPE Or TREATMENT 5MAIL FIE MMI'HY TUT TR I A COPY Oa i In FAR.LARCH OR SOUTHEM PINE PENETRATION SMALL BE INCREASCO TO 13 CERTIFIGTE SMALL BE PROVIDED TO THE WILDING OFFICIAL PRIOR TO MOTION OF THE FRAMING AND TO TIN.ARCIVTI(A MO 5TI'AmLIRA 2.13 ALL SMEAR PANELS SMALL FIVE COMINU0119 9KATMING MATERIAL FROM ONE G. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF DIAMETERS TOR SPECIES WITH SPECIFIC GRAVITY EQUAL TD OR GREATER dIGINmt [ND TO THE OTHER AND MOM RATE TO PUT[As SPECIFIED IXJ THE CONCRETE SHALL x MAINTAINED UNLESS NOTED 0711[RWTSC ON FLATUS. SPECIFIC GRAVITY LESS THAN 0.42. MANUFACTURED WOOD I JOISTS: -CLASS ON GRADE...... .. ....... CfMER Of SLAB FOR CONCRETE MASONRY CONSTRUCTION WHICH 1B NOTED AS RFOUPJNf. R DRAWINGS.CONTRACTOR SMALL COORDINATE FRAMING SUCH THAT COITnIVItt "" ""'.."'"'' SPECIAL INSPECTION PER DRAWINGS,SUCH INSPECTION SMALL BE CaMUL,OF 5HC44 PANC1515 ASSURED. -CONCRETE BROW GRADC.FORMED.. ........AGAINST _..TID...................2' 6 STAPLES SHALL HAVE A 7116 MINIMUM CROWN WIDTH. -LONCRER BROW GRAOC,UNFORMED'POURED AGgIN9T EARTH).....................9' OUT IN ACCORDANCE WITH U.B.C.SECTION 1701.5 CONCRETE MASONRY CONSTRUCTION WHICH PEO11K SPECIAL INSPECTION AI5015 MANUFACTURED WOOD I.J015T SMALL ONE OF THE FOLLOWING ALTERNATIVES MAY BE USED ONLY HITH SPECIFIC APPROVAL OF ME STRUCTURAL 2.14 AT ENDS Of 5nUR PAN['$WITH POSTS,SHEATHING MATERIAL R.E..DRYWALL -CONCRETE EXPOSED TO WfATNER..............................................................I-In' 9 ALL NNL$HAVING THE LETTER(d)IN THEIR DESCRIPTION ARE ALSO REQUIRED TO HAVE MASONRY PRISM TESTING PRIOR TO AND DURING ENGINEER AND ONLY UPON SUBMITTAL OF A USTING OF PRODUCTS ANp SIZES AND TORE WBATED. -WALL9..........................................................................................................I• CONSTRUCTION AS DESCRIBED IN SECTION 2105. MANUFACTURED IN WU CAR COLATED FORM IN STANDARD PENNY(d) OR PLWWOCD15M4LL K EDGE HALED TO POSTS -COLUMNS AND BEAMS TO MAIN BARS......... ............... . 2 SI C LENGTH. 4 TRU55 J015T MAC MILUN PRODUCTS.BOI5E,IDArO(ICBO REPORT NOS.NER I I S.NFR 149;L.A.CITY PFFOPT NO??G.14). _ P All IFD,YC �-nALI PF:vl crr WITH ST22 STRAP,UNLE�•5 CTHERVA C NOTFS. 7. ALL PAR IN CONCRETE 5MAtL M LAPPED A MINIMUM Or 3r,MR DtNvrTET S L,fF MINIMUM) - 67 lOUI51ANA PACIFIC CORPORATION PROOULTS,f'ORTLAND,(XQGAxN R('NV)RI ITTN;T N(vW,I1'•1/I1/). AT N I`•.PI IGF: 1)N.C. C.AI^14 AK t RAN^RR NA lN:FMALL M OCR DRAW1Ni.^.AND THE.CCNTRA'Tl`R . !'•MALL Mq ICE rIZ MCR NOTIFICATION POR INSPECTIONS TO REA[W SAME. _ 2. 015TALUTION 9HAM BE IN A(:CDROANCC WTI TI IC MMUPACTUR!J^-MR R:10N•,. 1 BRACING.BRIDGING AND BLOCKING OR J015T SHALL BE IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS. • I FAME mminm MIN.(4) 1Gd@ TOP PL,TO EACH K.STUD TTP, EO. JACKS @ 'T. MIN.(4)-1 Gd @ TOP PL,TO EACH MIN.(6)-I Gd K,STUD TYP. @ KING STUD ROOF TO HEADER S11T'G CAVE ELMS EO. Y SIMPSON H I @ 4B'O.C. U.N.O.ON PLANS MIN.2'-O' SIMPSON LTP4 PROVIDE 16d'S AT KING INDIVIDUAL STUD TO TRIMMER @ 4B•O.C. Z PANEL SECTIONS U.N.O.ON PLANS n WITH SPACING TO MATCH Q r, ` Ln SHEAR WALL EDGE NAIL N TOP PLATES SPACING Z loco I I CRIPPLE (p 10 TOP NON-BEARING Z Q Q n M PLATE WALL CONNECTION STUD WALL WZ O NCY NOTCH/BORE HEADER • • HEADER U N.(6)-1.4 Z 2 �\ 116'D.C.A7 NTMOR @ KING STUD MIN.(6)-16d LLI O LO Lo Lo TO HEADER W11D�9TAGGBIED @ KING 5TU0 Q BEARING AND SHEAR MIN.2X TRIMMER W/ TO HEADER a WAI15(MAX.HEIGHT I O) KING STUD ATTACH W/16d§ 2X FLOATER Z MIN,2X4 STUDS @ 24'O.G. AT INTERIOR NON.BEARING, G'O.C.(DOUBLE KING Q @ MIN.2%4 FLAT BIKE AT O AND NON-SHEAR WALLS STUDS IF OPENING—7'-O' [ HORIZONTAL SPLICES (MAX.HEIGHT 149. WATER OR GREATER) (REDID AT HIGH PLATES J x REFER TO PLANS FOR HEATER DOVBLE SILL IF AND BALLOON FRAMES) LOAD BRG Q I�O W Q OTHER CONDITIONS. OPENING—OR GREATER p Po51 LL U r L_ 2X FLOATER MIN.2X TRIMMER W/ IC50 APPROVED KING STUD ATTACH W/ 5HOTPIN'@ 32'O.C. I Gdb @ G•O.C.(DOUBLE STUD AT INTERIOR NON- STUD •�E PLATE KING STUDS IF OPENING O NOTCH/BC:RE SHEAR WALLS C) NOTCH/BORE _j MAILING PER 7'-O'OR GREATER) IAK WALL SCHEDULE MUD SILL I s1LL � d-• 4 NOTCH/BORE (4)-I Gd @ (4)- 6d @ . • EACH K.STUD EACH K.STUD.�, TYP M M r • BOUNDARY 4112.50, 4112.50. BOUNDARY NNUNG NO BLK'G T09'9Q. N41LNG • ' • r E.N.REOD Dl1CG AND • E.N.REOD 90UD RIM(I.E.,2X,L.V.L.OR L.S.L.)WITH FIELD FIELD FULL BEARING 2X BACKING AT VERTICAL N41LNG FAILING HOLES UP T04 II2' LOAD BEARING POST OR MULTI-STUD BLOCKE •UNBLOL'REp LOCATIONS. 51MF.TM213 CARPENTER BUILT BRACKET MANUFACURERS BRAG[ STONF.Vf NCCR 0.5 PFR rn ErICZ -HILTff S0.DO NOT REQUIRE V, NOUN.- BERG 1 E.N. CONDATDIONM F.N. 2112'ANGLE IRON -MOLES FORM 4 10 2XG JOISTS TO(2).5TVD5 W/ AF.CIInrI:i URA)I'InN'i 2X4 fLAT 90.TO 9•S0 16'C.C. 21DLK4 REQUIRE SO 1[.N. A/LU52e 3/B'a 3'V'Cs AT 41 Mn%.HIICANr':II ' 4 l2'S0. 2%4 PIATC W/ EACH STUD ' NO BLKG -HOLES URGER THAN BEp VERTICAL OV E H 4 C SIP FlT 5•�.ARE NOT 16d'a®B'O.C. /� - 1[.N,REOD ALLOWED ABOVE. 2X BLOCKING W/ I/4'BOLT \` 16da&B•O.G. °• 2•GALV.NAII5 WITH MIN, GANGER TICS.CORROSION -HOLE 512E INCLUDES E.N. E.N RADIUS CUT&A I I/8 PENETRATION RESISTANT VARE,MIN.12 FRAMING THE LENGHT OF THE GAUGE,LOOPED THROUGH / ` /0 ' PLYWD.CRADLE MESH WITH LEGS Of MIN. v LLJ EMBERS OVERCUT 2N6 LEDGER ELBLJ GLUE AND 5CREW TO E1AN 15'LP.NGTH SENT AT ULOW5 T D WEB JOIST W/ W/(4).16da 2%4 LEDGER RIGHT ANGELS,LAID IN Q -MAX.ACCUMULATEDRING 2%SQUASH PER 5TUD WOOD STUDS AT MAN. MORTAR JOINT.PROMO[ ® PROVIDE BOLT FOR EVERY 2 SO.R.Of IENGM Q OPENING$ G t 2%FlLILR AT WALL COND. TO CINCH STRAP 16'O.C. STONE KN[[R AM H GENERAL NOTES 51MLL NOT EXCUDL LOAD DURING POST ^ 4-6da SIMP50N L916 STRAP CCMCNT GROUT,MIN.1' �. JW MN.SIZE Of PLYWOOD SMEET SHALL M 2'-O.2'-O•. 20 MRCEN OF THE -STUDLOCATIONS 2-AT TOP t 2X6 LEDGER REINFORCEMENT,NOT LF:[i2. SEFPUNPFRPLYWOODTHICRHC55MIDNAILING WALL LENGHT 2-AT BOTT 2(q).16da @ TOP 1/3-OP TANK THICK THAN 2N2-4I G GAUGE 3LONG DIMENSION OF PLYWOOD 5MLL RUN ACR055 [PCH�� PER STUD 2X4 LEDGER GALV.WIRE MESH,2 PLY N LEDGE DIURTO)JOISTS E IN.31V5. -BORED [ND CIRCUAR LTO(2).5TUD5 WJ WATER BACKED,RA OFED PA TO 5NAIL EDGE DISTANCE SHALL DC MIN.3/B'AND SHALL BORED CORN ORVERTICAL LOAD I EAC a 3'UG ATNOT BE ORIVFN TfIRDUGH T1S OUTER PLY. RAOIl19 CORNER CUISE..F05T, 2Y4 GRIPPE[ 2X4 P,T.D.F.Mq JL1L1 EACH STUD jL[y. WOOD 5TUD5'MTM 2'CONTNUOV5 BLOCKED PANR EDQE5ONLY)SHALL RECFIK (TO REDUCE STRE55CRIPPLE OR BE ®16'O.C. SnOTPINS®16'O.C. 5IMMON C516 STRAPGALV.STEEL WIRE EDGE NAILING(BLOCKJDINT5ID 5M 1 ONLY) CONCENTRATIONS) BELOW BOTTOM 113 OF TANK O.CR.,AND AT T AT OP 4- 6. STAGGERCND.IO RAFTERS SMALL A5 LAND ON 0.B•OCAND %. ALL JOISTS AND RAFLCR9 511NL BE LAND OUT N A I 2X 14 5TRINGER5 BOTTOM WITH NOT LESS 4.V MODULE TO COINCIDE MTH PLYWOOD PATTERN 48'M. 4B'M. I THAN Bd COMMON LESS B. NAILING SIZE AND SPACING AS NOTED ON PLANS MMM @ 16.O.C.N.N,O.) L'=E TON„UA.IN GROOVE PLYOOD AT FLOOR> 1 ROOF/FLOOR DIAPHRAGM LAYOUT 2 SHEAR WALL PENETRATIONS 3 TYPICAL BLOCKING AT POSTS 4 TYPICAL STAIR FRAMING 8 WATER HEATER SEISMIC ANCHORAGE —61 STONE VENEER/STUD WALL yy NI.C-41/7I (1)SIMF50N(5TC) PROVIDE A GALVANIZED METAL "p. Exp.OBI STRAP NOT LESS THAN 0058' (I6 GA)AND 1.1/2W'WDE'MTH J} S Jg9T K�AX/NpT�H DM /NpT�H K�AX gI2A PER BLOCK - G-I Gd•ON EACH 51M OF EACH 4�E"'CALIT 91S DEPT p!4 D/6 11ptE:W3 2X6 1 3/B %/B' 11/2' PLATE WHEN PUTM ARE NOTCHED 2N191IA! 2X6 9N09 B 13M' I 1/B' H' OR BORED MORE THAN 1/2 THE PUTS .'!�L %/p• I:1/p• 2X10 PINT' I1/2' 3' WIDTH. A1•f11r1\'1' II-I'1'1n11 Ct snAPE.n MKI, IIIl' I. A rN A35'S + 13/9' 2 /B• 2x1z 2 3/4• I%/w 3 3/q• TINI 1K IR111 I:;�11 Cf C'U4.O.C. 6 2' 31/4' 2XI4 31N' 21/B' 43/B' FQUrN IOUAI. (2)1Gd 4) 12)16d SCOTT TAZ[NAS UCI E INC. TYI' ALTERNATE IN M5TA24 0 2 X OLRG 13Y PIP[ ��,LLI���MMMt11AAANNN NON MBE RING WALL�.5Au These plena have bBB rev PLYWOOD ANT I/35PAN II39FAN I I EACH SID[Of ®4B'O.C. 'b 10111e NOTCHES AND NOTCHES AND NOTCHES AND I I EACH PUT[ applicable COdBe a IOflZntlOn I! �' 4 SMG 40b0 2596D 2x6 PLUMBING hereby granted g HOLES ALLOWED HOLES NOT ALLOWED HOLES ALI l WALL (I)SIMP50N(STC)2X SHAoED DlK'G W/1 Gd,IF B'O C. rr W4 PER BLOCK approval pll end . I.SHEA'TRUSS cm GO%DI MIN.2'y p/6 ccvnncv ovm GIRDER I The Ise re t ng pt a I based on omm S14 TRIi,_ p D p q3; 1 F. E.N.A11All/(r appTOVaI O BSa pie shall n01 be CODSIl LIPd 10 C/G MIN.2' 5HM PANEL 1 permit Or apprOVB an VIOInNOn a flNpllr.;IH10 J// PRDNDC PLUMBING pnrinll rBRI Bd l0 PER PUN PENETRATION OPPOSITE NON DEA/IN Ia ALL Codes Or Ordlnen give 5/B' NOTES: 4 I/2'MAX. NON-DURING WAL coffi-It 1 TO SHEAR PANEL 9ILTG y 0 VIOIa10 Or cancel the rOV Ong OI 6UCh 2%DLR'G La ALTERNATING 6096 D 409E D -p0 NOT NOTCH BOTH TOP AND BOTTOM SURFACES WITHIN Cpde6 shell be VBl1d. TRESS BAPS vJl(6)�1'Go MI THE SAME 113 SPAN. DO NOT EDGE L TO G.T.PROVIDE"HT Gd MAY.ALLOWED 15 A COMBINATION Of TWO NOTCHES NAIL WITHIN PLUMBING IACpR TO BLER'RGUCH.TRU55 AND'OR HOLES PER I/3 5PAN PENETRATION -THIS DCTNL DOGS NOT APPLY TO NOTCHES AND HOLES IN -BACK STRUCTURAL BEAMS,THEY MUST BE SPECIPICALLY DETNLLD NON 5FIEARR ALL APRICATION5. 5OLII5ILL PLT. S N-� NON DURING BGRNG AND PRCNCK LATERAL BRACING,(m K9AY. WALLS IXf[RIOR WALLS -NOTCME9 ANp HOL[9 ARE NOT AL LOY2p IN CANnIMRLD 14'V.G.T FLIT PORTION OF RC`IOO, JOISTS - r7 TR055 NOT IN CONTACT WITH ROOF NOR: �FI TO MANUFACTURERS RECOMMENDATION5 FOR NOTCHES SHTG(RI TO TRU55 DRAWINGS) ONLY ONE NOTCH OR HOLM ALLOWED PER EACH SMD. AN0 HOLES WHERE PL'rWOOD WEB TRUSSES ARE USED (0 ING LET*IN BRACES). 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I Murrieta, Ca 92562 1-951-698-6333 ! Report Prepared By: 0 IIIFVAN ;.I;. SCCTT FA i NCE ! T ES, 1NC. BY 3 1 Iowood Way These plans have r wv �rence t heo applicable e EM � 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 sttch codes shall be valicJ01 Number: Date: 05/25/2006 ;r )F LAKE The EnergyPro computer program has been used to perform the calculations summarized in this cotnpli c T i pr ram has apppauthorized by the California Energy Commission for use with both the Residential and NonresidentiLj 2Q 5tEo n is 1,D1TSIQN This program developed by EnergySoft,LLC-www.energysof.com. LLL,,,JJJ EnergyPro4.1 byEnergySoft Job Number, TQ96: �inp' .L tit a_ ;:';;. TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 6 Form WS-5R Residential Kitchen Lighting 8 HVAC System Heating and Cooling Loads Summary 9 { EnergyPro 4.1 by EnergySoft Job Number. User Number.4496 Certificate Of Compliance : Residential Part 1 of 3 CF-1 R A_lfara_Duplex-Residen c Q5125L2QQfi Data Project Title l�gstaff_-1:-Lake_E1stn�Le Building Permit# Project Address The-Ca Plan Check/Date Documentation Author Telephone _Enerq- 10 Field Check/Date compli ce Method Climate Zone TDV Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Desi n Margin Space Heating 6.59 5.66 0.93 Space Cooling 20.10 19.78 0.32 Fans 3.59 3.59 0.01 Domestic Hot Water 15.60 16.60 -1.00 Pumps 0.00 0.00 0.00 Totals 45.89 45.64 0.25 Percent better than Standard: 0.6% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Building Type: Single Family ❑Addition Total Conditioned Floor Area: 2,096 ft2 ❑Multi Family ❑Existing+Add/Alt Existing Floor Area: n!a ft2 N 0 de Building Front Orientation: ( ) 9 Raised Floor Area: 0 ft2 Fuel Type: Natural Gas Slab on Grade Area: 2,096 ft2 Fenestration: Average Ceiling Height: 9.0 ft Area: 306 ft2 Avg. U: 0.32 Number of Dwelling Units: 2.00 Ratio: 14.6% Avg.SHGC: 0.32 Number of Stories: 1 BUILDING ZONE INFORMATION_ #of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area Res-HVAC 1,048 -9,432 1.0C Conditioned- -Setback- 2 _nLa Res-HVAC i.cR4s 432 -t_00_ ondilioned` Setback_ -n1a OPAQUE SURFACES Insulation Act. Gains Condition Type Frame Area U-Fac. Cay. Cont. Azm. Tilt Y/ N Status JA IV Reference Location/Comments Root_Wand1 1 c148- n 032. R- I_R_0.0 0__22 New- 0]- -Unit 1 (GR1_H seZone -OLall-Wood, 270 _0_102 -R313_ R-0.0 0 q0 New .09-A3 Unitl_(Gl3)_HouseZone Wall Wood-, 240 0102 -R.-13_-IR-ak-90- 0 �r�/� �New, New A9-A3 Linitl�GRlHmseZona-Lally Wood- 284__0102. R.13__R-U_18R 0 l/V New .091-3 U iL1_(GR)_House7nn,,Wall-Wond, 277 6,162_-R�3_ R-0.0_970 90 . .09-A3 - UniLL(GB)_HouseZone BOOf-Wond-1.042_0-032_-R_30__R-0.0_ 0_- 22 - New _01-A7 Unii2(GL)_HouseZone �p/aU^Wonri 270 _0 1.02.�R_13_ R n n 0_:90 [X New 09-A3 Unii2(GLkHouseZone AOLall-Wood 77 _0102-R3-13, 4 -90- 9 New _09_A3 UnIL?(C,I 1 Hn�� eZone Wall_Wood-__-2&4_Q102_R.-12_R-0__80_ 90 New 03A3 UniL2_(GUHouseZonP Wall Wand_ 290 0.102 R-13._ER0�-2Z0_ 90 New .09-A3 Uait2(GL).Hou&eZanP Run Initiation Time: 05/25106 21:04:49 Run Code: 1148616289 EnergyPro 4.1 by EnergySoft User Number:4496 Job Number. Page:3 of 10 Certificate Of Compliance : Residential (Part 2 of 3) CF-1 R Alfaro Duplex Residence _ 05/25/2006 Project Title Date FENESTRATION SURFACES _ True Cond. Location/ # Type Area U-Factorl SHGC2 Azm. Tilt Stat. Glazing Type Comments A-- Window ront (N)_--140 . -320 NERC._0.32 NFRC -gD_NgN O.oubk-- rLMetal-CleaLLow-E-.Algid use2one 2- _Window - Front (M 40,0 0.320 NFRC 0.32 NFRC 0 90 New Double Non Metal Clear Low E Unit 1 (GR)HouseZone 3 Window Left f(E) 48.0 0.320 NFRC 0.32 NFRC 90 90 New Double Non Metal Clear Low E Unit 1(GR)HouseZone 4 Window Rear (S) 40.0 0.320 NFRC 0`32 NFRC 180 90 New Double Non Metal Clear Low E Unit 1 (GR)HouseZone 5 Window Right (W) 11.0 0,320 NFRC 0;32 NFRC 270 90 New Double Non Metal Clear Low E Unit 1 (GR)HouseZone 6 Winront (NL 14,Q 0.320 NFRC 0.32 NFRC 0 90 New Double Nnn Metal Clear Low E nit. L)House one I_ 1C1kdow_ YDDI _(_Nk 40.0 0.320 Ike 0-32 NFRC 0 _,gQ New _0Dub on etal Clear Low E�S it 2(GL�ut<__ 8 Window Left (E) 11.0 0.320 NFRC 0_32 NFRC 90 90 New Double Non Metal Clear Low E Unit 2 GL)HouseZone 6 Wince Rear (S)-�4 .Q 0.320 NFRC 0.N NFRC 180 _K New DomWa_NO_n.Me1aIJQe.aLL4w E ni 2_(Q1)H0.UMb. e j0 Window Right f W)_. 48.0 --Q-.329 WERaa.32 NFELC 27Q W Now, -Do ble NL an Metal Clear QA-F---UTA2_(Q-L)HouseZone 1.Indicate source either from NFRC or Table 116A. 2.Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type _ SHGC Hgt. Wd. Len. Hgt. LEA RExt. Dist. Len. HOt. Dist. Len. Hgt. 1 Bug Screen 0.76 0.0 0.0 0.0 0.1 0.0 0.0 2 Bug Screen 0.76 4.0 4.0 5.0 0.1 &0 5.03 Bug Screen 0.76 4.0 4.0 1.5 0.1 1.5 1.5 4 Bua Screen 0.76 0.0 0.0 0.0 0.1 ,0.,0 0.Q 5 Buq Screen 0.76 4.0 4.0 1.5 0.1 1.5 1.5 6 Bug-Screen 0.76 0.0 0.0 _4Lo - 0.1 OA 0.0 7 Bug Screen 0.76 4.0 4.0 5.0 0.1 5.0 5.0 8 Bug Screen 016 4.0 4.0 1.5 0.1 1.5 1.5 9 Bug Screen 0.76 0.0 0.0 0.0 0.1 0.0 0.0 10 Bug Screen 0.76 4.0 4.0 1.5 0.1 1.5 1.5 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf (in.) Cap. Cond. R-Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R-Val. Location JA IV Reference Status Comments Slab Perimeter 112 None No Insulation 26-A1 New Unit 1 (GR)HouseZone Slab Perimeter 112 None No Insulation .26-A1 New Unit 2(GL)HouseZone Run Initiation Time: 051251Q6 21:04-.49 Run Code:11148016289 EnergyPro 4.1 by EnergySoft User Number:4496 Job Number: Page:4 of 10 r Certificate Of Compliance : Residential Part 3 of 3 CFJ R Alfa ro Duplex Residence 05/25/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type Res HVAC Central Furnace 80%AFUE Split Air Conditioner 14.0 SEER New Setback Res HVAC Central Furnace 80%AFUE Split Air Conditioner 14.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R-Value Status Tested? Res HVAC Ducted Ducted Attic 6.0 New No Res HVAC Ducted Ducted Attic 6.0 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Standbyl Tank lnsul. Water Heater #in Input Cap. Condition Factor Loss R-Value System Name Type Distribution S st. (Btu/hr) ( al) Status or RE 1 (%) Ext. RHEEM 44V40-1 or= Small Gas No Pipe Insulation 1 40,000 39 New 0.65 nla n/a BJEEM 44V40-1 or= SmaLLCas - N4 Pip.-Insulation 1 —.40.000 39 New --0-65 —DLL _ nla Multi-Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft)_ Add 1/2" Control # HP Type In Plenum Outside Buried Insulation 1 For small gas storage(rated input—75000 Btufhr),electric resistance and heat pump water heaters,list energy factor. For large gas storage water heaters(rated input>75000 Btu/hr),list Rated Input,Recovery Efficiency and Standby Loss. For instantaneous gas water heaters,list Rated Input,and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24,Parts 1 and 6 of the California Code of Regulations,and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design,duct sealing,verification of refrigerant charge and TXVs,insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business 8 Professions Code) Documentation Author Name: Name: James Foy Title/Firm: Zenos Inc_ Title/Firm: The Calc Man Address: Telephone: Telephone: (signature) (date) (signat e) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature/stamp) (date) EnergyPro 4.1 by EnergySoft User Number.4496 Job Number. _ Page:5 of 10 Mandatory Measures Summary: Residential (Page 1 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk(')below. When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. ENFORCE- DESCRIPTION Instructions: Check or initial applicable boxes when completed or check NIA if not ENFORCE- applicable. NIA DESIGNER MENT Building Envelope Measures *§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U-factor in metal frame ceiling. ❑ 0 ❑ § 150(b): Loose fill insulation manufacturer's labeled R-Value: ❑ ❑ ❑ �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls(does not ❑ ❑X ❑ apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor, ❑ § 150(e): Installation of Fireplaces,Decorative Gas Appliances and Gas Logs. 1.Masonry and factory-built fireplaces have: a. losable metal or glass door covering the entire opening of the firebox ❑ ❑X ❑ b. outside air intake with damper and control,flue damper and control ❑ 0 ❑ 2.No continuous burning gas pilot lights allowed. ❑ ❑ § 150(f): Air retarding wrap installed to comply will§ 151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(I): Slab edge insulation-water absorption rate for the insulation alone without facings no greater than 0.3%,water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and ❑ ❑X ❑ include CF-6R Form: § 116-17: Fenestration Products,Exterior Doors,and Infiltration/Exiltrabon Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑ 2. Fenestration products(except field fabricated)have label with certified U-Factor,certified Solar Heat Gain ❑ ❑ ❑ Coefficient(SHGC),and infiltration certification. 3. Exterior doors and windows weatherstripped;all joints and penetrations caulked and sealed. ❑ 0 ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment,water heaters,showerheads and faucets certified by the Energy Commission. - ❑ Q ❑ § 150(h):Heating and/or cooling loads calculated in accordance with ASHRAE,SMACNA or ACCA. ❑ ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑x ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1.Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with ❑ ❑ ❑ insulation having an installed thermal resistance of R-12 or greater. 2.Back-up tanks for solar systems,unfired storage tanks,or other indirect hot water tanks have R-12 external ❑ ❑7C ❑ insulation or R-16 intemal insulation and indicated on the exterior of the tank showing the R-value. 3.The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1,First 5 feet of hot and cold water pipes closest to water heater tank,non-recirculating systems,and entire ❑ Q ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2.Cooling system piping(suction,chilled water,or brine lines),piping insulated between heating source ❑ ❑ ❑ and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4,Steam hydronic heating systems or hot water systems>15 psi,meet requirements of Table 123-A. ❑ ❑ ❑ 5.Insulation must be protected from damage,including that due to sunlight,moisture,equipment ❑ ❑ ❑ maintenance,and wind. 6.Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7.Solar water-heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnefgyPro 4.1 by EnergySoft User Number:4496 Job Number: Page:6 of t0 Mandatory Measures Summary: Residential (Page 2 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk(')below. When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check NIA if not ENFORCE- applicable. NIA DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans ❑ 1.All ducts and plenums installed,sealed and insulated to meet the requirements of the CMC Sections 601,602,603,604, ❑X ❑ 605,and Standard 6-5;supply-air and retum-air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic,tape or other duct-closure system that meets the applicable requirements of UL 181,UL 181A,or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch,the combination of mastic and either mesh or tape shall be used. 2.Building cavities,support platforms for air handlers,and plenums defined or constructed with materials other than ❑ 0 ❑ sealed sheet metal,duct board or flexible duct shall not be used for conveying conditioned air.Building cavities and support platforms may contain ducts.Ducts installed in cavities and support platforms shall not be compressed to Cause reductions in the cross-sectional area of the ducts. 3.Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ IX-1 ❑ duct tapes unless such tape is used in combination with mastic and draw bands. El O ❑ 4.Exhaust fan systems have back draft or automatic dampers. 5.Gravity ventilating systems serving conditioned space have either automatic or readily accessible,manually operating ❑ ❑ ❑ dampers. 6.Protection of insulation.Insulation shall be protected from damage,including that due to sunlight,moisture,equipment ❑ © ❑ maintenance,and wind.Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous inner cores. ❑ ® ❑ § 114: Pool and Spa Heating Systems and Equipment 1.A thermal efficiency that complies with the Appliance Efficiency Regulations,on-off switch mounted outside of the ❑ ❑ ❑ heater,weatherproof operating instructions,no electric resistance heating and no pilot light. 2.System is installed with: a.At least 36"of pipe between filter and heater for future solar heating. El ❑ El El b.Cover for outdoor pools or outdoor spas. ❑ ❑ 3.Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ §115:Gas fired fan-type central furnaces,pool heaters,spa heaters or household cooking appliances have no continuously ❑ LAJ ❑ burning pilot light. (Exception:Non-electrical cooking appliances with pilot<150 Btu/hr) § 11a(i):Cool Roof material meets specified criteria ❑ Lighting Measures II��11 § 150(k)l:HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID:contain only high efficacy lamps as outlined in Table ❑ R ❑ 150-C,and do not contain a medium screw base socket(E241E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l:HIGH EFFICACY LUMINAIRES-OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ X❑ ❑ luminaire has factory installed HID ballast. § 150(k)2:Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50%of the Wattage,as determined ❑ 0 ❑ in Section 130(c),of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3:Permanently installed luminaires in bathrooms,garages,laundry rooms,utility rooms shall be high efficacy luminaires. ❑ ❑X ❑ OR are controlled by an occupant sensor(s)certfied to comply with Section 119(d). § 150(k)4:Permanently installed luminaires located other than in kichens,bathrooms, ❑garages,laundry rooms,and utility rooms shall be high efficacy luminaires(except closets less than 70 ft)OR are oontrolled by a dimmer switch OR are Ej ❑ controlled by an occupant sensor that complies with Section 1`19(d)that does not turn on automatically or have an always on option. § 150(k)5:Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover(IC)and are ❑ X❑ ❑ certified to ASTM E283 and labeled as air tight(AT)to less than 2.0 CFM at 75 Pascals. § 150(k)6:Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑X ❑ same lot shall be high efficacy luminaires(not including lighting around swimming pools/water features or other Article 680 locations)OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7:Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130,132,and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130,131,and 146, §150(k)8:Permanently installed lighting in the enclosed,non-dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s)certified to comply with Section 119(d). EnergyPro 4.1 by EnergySoft User Number.4496 Job Number. Page:?of 10 Residential Kitchen Lighting Worksheet WS-5R AIfaro Duplex Residence 05/25/2006 Project Title Date At least 60%of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-C.Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be Installed in kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity Watts Other Watts (44)4 ft Fluorescent T8 Rapid Start Yes X No 140.0 x 2 = 280 or Yes No x = or Yes I No x = or Yes I No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x - or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x - or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Total A: 280 B: 0 COMPLIES IF Az B YES n NO❑ EnergyPro 4.1 by EnergySoft User Number.4496 Job Number Page:B of 10 a HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY DATE PROJECT NAME 05/25/2006 ' Alfaro Duplex Residence FLOOR AREA SYSTEM NAME 1 048 Res HVAC ENGINEERING CHECKS fSYTTEM LOAD [Nu��bef Systems COIL COOLING PEAK FCOILHTG. PEAKCFM Sensible Latent Sensible Heating System Output per System 54,000 Total Room Loads 537 11,073 529 469 J1,9VwU093 Total Output((stub) 54,000 Return Vented Lighting 0 Output(I3tuhlsgft) 51.5 Return Air Ducts 1,391 Cooling SystemReturn Fan 0 Output per System 30,000 Ventilation 0 0 0 0 0 Total output(etuh) 30,000 Supply Fan 0 0 Total Output(Tons} 2.5 Supply Air Ducts ff 1,391 1,903 Total output(I3tuh/sgft) 28.6 TOTAL SYSTEM LOAD I 13,855 - 529 20 715 Total Output(sgftrron) 419.2 Air System HVAC EQUIPMENT SELECTION CFM per System 1,200 Bryant 556AN030/31 1 JAV030070 or- 24,522 3,065 54,000 Airflow(cfm) 1,200 Airflow(cfmisgft) 1.15 Airflow(cfmlTon) 480.0 Total Adjusted System Output 24,522 3,065 54,000 Outside Air(%) - 0.0 (Adjusted for Peak Design Conditions) Outside Air(cfmisgft) 0.00 TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0OF 68.5OF 68.5OF 105.0OF O Supply Air Ducts Outside Air 0 cfm 103.5 of Supply Fan Heating Coil ROOMS 1200 cfm 70.0 of 68.5 of Return Air Ducts OGLING SYSTEM PSYCH ROM ETRI CS Airstream Temperatures at Time of Cooling Peak 98.8/70.2 of 76.1/62.3 of 76.1!63.0 of 55.0/54.4 of O Supply Air Ducts Outside Air 0 cfm 56.1/54.8 of Supply Fan Cooling Coil 1200 cfm 48.5% R.H. ROOMS 75.0/61.9 OF 76.1/62.3 OF Return Air Ducts EnergyPro 4.1 by EnergySoft User Number:4496 Job Number. Page:9 of 10 ti [HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ' DATE PROJECT NAME Alfaro Duplex Residence 05/25/2006 FLOOR AREA SYSTEM NAME -� 048 Res HVAC ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensiblel Latent CFM Sensible Heating System Output per System 54,000 Total Room Loads 537 11,073 529 469 16, 909 Total Output(Stuh) 54,000 Return Vented Lighting 0 Output(8tuhlsgft) 51.5 Return Air Ducts 1,391 1,903 Cooling System Return Fan 0 0 Output per System 30,000 Ventilation 0 0 0 Total Output(Btuh) 30,000 Supply Fan 01 0 Total Output(Tons) 2.5 Supply Air Ducts 1,391 1,903 Total Output(Btuh/sgft) 28.6 TOTAL SYSTEM LOAD 13 855 529 20 715 Total Output(sqf[Ton) 419.2 Air System HVAC EQUIPMENT SELECTION CFM per System 1.200 Bryant 556AN0301311JAV030070 or-- 24,522 3,065 54,000 Airflow(cfm) 1,200 Airflow(cfmisgft) 1.15 Airflow(cfm/Ton) 480.0 Total Adjusted System Output 24,522 3,065 54,000 Outside Air(%) Q.0 (Adjusted for Peak Design Conditions) Outside Air(cfmisgft) 0.00 TIME OF SYSTEM PEAK F Aug 2 pm Jan 12 am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Heating Peak 22.0OF 68.5OF 68.50F 105.0OF -OfO Supply Air Ducts Outside Air 0 cfm 103.5 OF Supply Fan Heating Coil ROOMS 1200 cfm 70.0 OF 68.5 of Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Coolin Peak 98.8/70.2 of 76.1 162.3 cF 76.1!63.0 of 55.0154.4�F O -01 Supply Air Ducts • Outside Air 0 cfm Supply Fan Cooling Coil 56 1!54 8 OF 1200 cfm 48.5% R.H. ROOMS 75.0161.9 OF 76.1/62.3 OF Return Air Ducts �. EnergyPro 4.1 by EnergySoft User Number.4498 Job Number: Page:10 oil a f FARAH ENGINEERING STRUCTURAL DESIGN STRUCTURAL CALCULATIONS S. F. RESIDENCE FOR: Froylan Alfaro ARCH. STRUC. JOB NO. �06 125 a ARCH.JOB NO. DATE 5/1212006 APPROVED OPERATOR Derek FOR PERMIT ISSUANCE SCOTT FAZEKAS &ASSOCIATES, INC. BY — DATE These plan have been reviewed for a rence t applicable codes and ordinance. o the Authorization is hereby granted to issue a building permit pending approval by all applic a ncies. The Issuance an ' 'g- f permit based on approval of thes ." s; I`n t be construed to permit or applicable codes or ordinanFN No perms ;p esumed to give ( ttt authority to violate or. cancel7the"prbvisions of-sucq �� codes shall be valid 01 LAKE ELW ,.. '.DING DIVISIC iT # i 1787 POMONA RD., UNIT K CORONA, CA 92880 TEL. : 951 738 1215 FAX: 951 738 1153 PC OV E D, DESIGN CRITERIA PAGE 1 JOB NO. :06-125 DATE :5-9-06 CODE C.B.C. 2001 EDITION SIESMIC : ZONE 4 WIND EXPOSURE C WIND SPEED 70 MPH ROOF LOAD Roofing................. 10.00 psf Sheathing. 15/32"pw................ 1.50 psf Framing for roof....................... 3.00 psf Insulation............................... 0.50 psf framing for cl'g........................ 0.00 psf Finish, 1/2"dw........................ 2.50 psf Mech. ,Elect. & Misc............... 1.00 psf Allowance.............................. 0.50 psf Adjustment for slope................ 1.00 psf Total Dead Load................... 20.00 psf Live Load............................. 16 psf Total Load............................ 36.00 psf FARAH ENGINEERING STRUCTURAL DESIGN PAGE 2 JOB NO. : 06=12�; DATE TYPICAL SPLICE AT TOP PLATE NUMBER OF NAILS SPECIFIED BETWEEN I Gd SINKER NAILS AT SPLICING POINTS ON 19" O.C. U.N.O. ON TnE PLANS AND PER PLANS AND PER TABLE TABLE BELOW BELOW LOCATE STUD UNDER SPLICE EOUAL EQUAL 51MP50N STRAP PER PLANS AND T11E TABLE STEEL STRAP 5PUCE 13ELOW TYPICAL STUDS AT 1 G'O.C. NOTE: -FULLY NAIL STRAP LOCATE STUD W1 I Gd 51NKER OR UNDER SPLICE I Od COMMON NAILS -NAILS SHALL BE AT LEAST 2"APART A 8 C D E F G N OF I Gd SINKER 8 12 18 24 30 f3r. 42 MIN. PLATE LAP 4 FT. 4 T. 4 FT. C. FT. 8 FT. 8 FT, 8 FT. -VV7- - 5T22 M5TA3G 5TG224 5TG23G M5T37 M5T48 MSTGO I Gd SINKER 1787 POMONA RD., UNIT K CORONA, CA 92880 TEL.. : 951 738 1215 FAX: 951 738 1153 �I FARAH ENGINEERING STRUCTURAL DESIGN PAGE �j JOB NO. .06-125 DATE :5-9-06 BM #1 HDR. @ REAR OF MASTER LENGTH = 5' D.L. = 20*(2/2+1) = 40 PLF L.L. = 16*(2/2+1) = 32 PLF PoL = 20*29/2*20.5/2 = 2973 LB PLL = 16*29/2*20.5/2 = 2378 LB X = 4 ' = 4 FT USE 4x12 BM #2 GARAGE HDR. LENGTH = 16.5' D.L. = 20*(20.5/2+1) = 225 PLF L.L. = 16*(20.5/2+1) = 180 PLF USE 3.5 x 14 PARALLAM 1787 POMONA RD., UNIT K CORONA,CA 9280 TEL. : 951 738 1215 FAX: 951 738 1153 a 4 � Rev: 580006 --"^ Timber Beam & Joist Description BM. #1 & #2 (06-125) Li imber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 8h1. 91 BM.A2 Timber Section 4.12 PrIIrm3$xll-$75 Beam Width in 3.500 3.500 Beam Depth in 11.250 14.000 Le:Unbraced Length ft 0.00 0.00 Timber Grade Douglas Fir- Truss Joist- Larch, No.2 MacMillan, Fb-Basic Allow psi 900.0 2,900.0 Fv-Basic Allow psi 180.0 290.0 Elastic Modulus ksi 1.600.0 2,000.0 Load Duration Factor 1.000 1.000 Member Type Sawn Manuf/Pine Repetitive Status No No Center Span Data . Span ft 5.00 16.50 Dead Load #/ft 40.00 225.00 Live Load #Ift 3200. 180.00 Point#1 DL lbs 2,973.00 LL lbs 2,378.00 @ X ftl 4.000 Results Ratio=_ 0.9301 0.4988 T Mmax @ Center in3 53.10 165.39 @ X= ft 4.00 8.25 fb:Actual psi_ 719.2 1,446.6 Fb.Allowable psi 990.0 2,900.0 Bending OK Bending OK fv:Actual psi 167.4 88.4 Fv:Allowable psi 180.0 290.0 Shear OK Shear OK Reactions Y @ Left End DL lbs 694.60 1,856.25 LL lbs 555-60 1,485.00 Max.DL+LL lbs 1,250.20 3,341.25 @ Right End DL lbs 2,478.40 1,856.25 LL lbs 1,982.40 1,485-00 Max. DL+LL lbs, 4,460.80 3,341.25 LDeflections Ratio OK Deflection OK Center DL Defl in -0.012 -0.234 UDefi Ratio 4,802.6 844.6 Center LL DO in -0.010 -0.188 UDefl Ratio 6.004.2 1,055.8 Center Total Defl in -0 022 -0.422 Location fit 2.800 8.250 UDefl Ratio 2.668.3 469.2 - ., �.a. ���� r�-., r► ! � ��''�i*��iFi�ll�llill3:�;A11: - � IIIir � �� � ''•.ash-•�, - e, .. � � Ji•; Y.�.,l�lllnl0 rip■ Y �. ��- — — —o —p I 1 I ! I I I o 0 I o C= I o xNCN3 I 3n1L6 3A1N0 AN1N3 I OMNIU l NMMIN I I N3VQSIM �NINKS rmm 11080 I I "MIA LV3V* I - _ _ _ _ _ _ _... ._ _ I I FT \� { sure I I lure I 1 mmsa3a I I � I I I / I 39Ytl1J WD zwm I 37rM I I30 / z nooeme I �- I I goo " i z ymmme I FL/ �.— — — — — — — — — —\— — - - Na���S FARAH ENGINEERING STRUCTURAL DESIGN PAGE JOB NO. :07-125 DATE :5-9-06 LATERAL CALCS - SECTION 1 VARIABLES: 1 ST. FLOOR Roof IDL 20 PSF Roof Area= 1228.5 SF Ext Wall Wt.= 16 PSF CALCULATE ROOF WEIGHT 'W1" Ext Wall L= 76.0 FT Floor=DL*Floor Area = 24570 LBS Ext Wall Ht= 9.0 FT Ext Wall=Wt.*L*H/2+FIr Abv = 5472 LBS Int Wall Wt= 10 PSF Int Wall=Wt*L*H/2+FIr Abv = 4275 LBS Int Wall L= 95.0 FT Int Wall Ht= 9.0 FT W1 = 34317 LBS 5.5 FT 0� I I IST. FLR 9.5 FT Hi CALCULATE BASE SHEAR"V": Ca=0.44*Na 0.57 VARIABLES: Cv=0.64*Nv = 1,02 Z= 0.4 l = 1.0 T=Ct*(Hn)^0.75 - 0.13 SEC R = 5.5 V=Cv*I*W/(R*T) - 48788 LBS Na= 1.30 Max V=2.5*Ca*I*W/R = 8922 LBS Nv= 1.60 Min V=0.11*Ca*I*W = 2159.23 LBS Ct= 0.020 In Zone 4: Hn= 12.3 FT Min V=0.8*Z*Nv*I*W/R = 3194.60 LBS Hi = 9.5 FT Strength Level V = 8922.42 LBS Working Stress V=Strength V/1.4 = u g '-��637,3� LBS Design V = 0.19 LBS LATERAL LOAD PER UNIT AREA OF HORIZONTAL PROJECTION Ft (PSF)=Ft/(Floor Area) -ffi °' "" 52 PSF WIND ANALYSIS P -- Ce Cq qs Iw = 1.06*1.3*12.6*1.0 - 17.4 PSF 1787 POMONA RD., UNIT K CORONA, CA 92880 TEL. :951 738 1215 FAX: 951 738 1153 FARAH ENGINEERING STRUCTURAL DESIGN PAGE JOB NO. -06-125 DATE :5-9-06 LATERAL CALCS - SECTION 2 VARIABLES: 1 ST. FLOOR Roof DL 20 PSF Roof Area= 585.0 SF Ext Wall Wt.= 16 PSF CALCULATE ROOF WEIGHT 'W1" Ext Wall L= 30.0 FT Floor=DL"Floor Area = 11700 LBS Ext Wall Ht= 9.0 FT Ext Wall=Wt.*L*H/2+Flr Abv — 2160 LBS Int Wall Wt= 10 PSF Int Wall=Wt*L*H/2+Flr Abv = 900 LBS Int Wall L= 20.0 FT Int Wal►'Ht= 9.0 FT Wt -- 14760 LBS 4.0 FT IST. FLR 9.5 FT Hi CALCULATE BASE SHEAR"V": Ca=0.44*Na = 0,57 VARIABLES: Cv=0.64*Nv = 1.02 Z= 0A I = 1.0 T=Ct*(Hn)^0.75 — 0.12 SEC R = 5.5 V=Cv*I*W/(R*T) = 22002 LBS Na= 1.30 Max V=2.5*Ca*I*W/R — 3838 LBS Nv= 1.60 Min V=0.11*Ca*I*W = 928.70 LBS Ct= 0.020 In Zone 4: Hn= 11.5 FT Min V=0.8*Z*Nv*I*W/R = 1374.02 LBS Hi = 9.5 FT Strength Level V = 3837.60 LBS WorkingStress V=Stren th V11.4 ``�` `` 27,41 LBS 9 = fil Design V = 0.19 LBS LATERAL LOAD PER UNIT AREA OF HORIZONTAL PROJECTION F1 (PSF)=FU(Floor Area) = #µk `4 7 PSF WIND ANALYSIS p — Ce Cq qs Iw = 1.06*1.3*12.6*1.0 = 17.4 PSF 1787 POMONA RD., UNIT K CORONA,CA 92880 TEL. : 951 738 1215 FAX: 951 738 1153 SHEAR WALL SCHEDULE S.W.TYPE WALL SHEATHING SILL PLATE NAILING (16d SINKER) 7/8" STUCCO OVER BACKED LATH WITH 16 GAUGE STAPLES AT 6" 8" O.C. O.C.ALONG EDGES AND FIELD, SHALL BE APPLIED IN ACCORDANCE WITH ICBO REPORT NUMBER 1318, JULY 1996 WITH 11 GAUGE GALVANIZED WIRE 1 1/2" LEG AND 7/16 CROWN. .............................................................................. (180 PLF) 2 3/8"APA RATED PLYWOOD WITH 8d COMMON NAILS AT 6"O.C. AT 4"O.C. EDGES AND 12"O.C. FIELD. ......................I.,...I........... (260 PLF) 318"APA RATED PLYWOOD WITH 8d COMMON NAILS AT 4"O.C.AT 3"O.C. 3 EDGES AND 12"O.C. FIELD. ....................................... (350 PLF) 4 15/32"STRUCTURAL I PLYWOOD WITH 8d COMMON NAILS AT 3" 3"O.C. O.C. AT EDGES AND 12" O.C. FIELD. (*)........................ (490 PLF) 3/8" DIAM XB" LAG 5 15/32" STRUCTURAL I PLYWOOD WITH 10d COMMON NAILS AT 3" BOLTS @ 8" O.C, O.C. AT EDGES AND 12"O.C. FIELD. (*)........................ (640 PLF) (U.N.0) 3/8" DIAM X6" LAG s 15132" STRUCTURAL I PLYWOOD WITH 10d COMMON NAILS AT 2" BOLTS @ 8"O.C. O.C.AT EDGES AND 12"Q.C. FIELD. (`)........................ (870 PLF) (U.N.0) (*) PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED FOR SHEAR PANEL TYPES 4,5 AND 6. {*) PROVIDE 3X MUD SILL PLATE WITH NAILS STAGGERED FOR SHEAR PANEL TYPES 4, 5 AND 6. RUN PLWOOD OVER POST AND/OR APPLY PLYWOOD BEFORE BOX-OUT. FARAH ENGINEERING STRUCTURAL DESIGN Shear Wall Design Page : Job No.: 06-125 Date: 5-9-06 1 , 5="">1sE-Floor ° On Grid Line '. Seismic Dia Shear = 5.2*37*34/2 = 3271 Ibs = Seismic force/Wall Length = 164: plf Wind Dia Shear = 17.4*10*34/2 = 2958 Ibs = Wind force/Wall Length - :149 plf Diaphragm Length = 37.0 = 37.0. ft Use Shear Type Wall Length (ft) ,= F'f;.i� n. d .� i� ✓ . a x. F...+ �: L- var: -.. 1 „^. /S F�' s Y F .2.^t Height{ft} 4.00 4.00 4.00 4.00 Dead Wk (plf) 445 445 r ;4.45 445 00... X" {ft)' 5 00 3 0 24 5 28.501 1 a .s, 0 , Uplift Abv. (Ib) ` 0� ,, 54 �. .r 0' '. 0 ?0 Via... . . ,. ......r v ._.. `� _ . .t. .0 r , .. Uplift(lb)- , 80 -115 -470 _42 Hold Down NO.HOLDOWN NO HOLDOWN ? NO,HOLDOWN `;NO HOLDOWN" Drag (Ib) 442 574 3 97 69 ; z 7 Dr`a Detail SEE SHEAR WALL WITH OPENING ANALYSIS r : =� ,1st Floor :On,Grid'.Lme, 2' Seismic Dia Shear = 5.2*37*34/2+4.7*20.5*20.5/2 = :'!,4259 Ibs = Seismic force/Wall Length - :';;304 plf Wind Dia Shear - 17.4*10*34/2+17.4*8.5*20.5/2 = 4474 Ibs - Wind force/Wall Length = 320 Of Diaphragm Length = 20.5 = 20.5 ft Use Shear Type ` (Nall Length (ft) I`:'r "r�"..�14'00' ;d_,.a_ Height(ft) 9 00 t.1 �'-' • � ! ' ,s� �" e ;� Y-: �- `'V r-K -�:'ri i „� CT r t`�` :� S=I�: I, . Dead IIVt: (plf} 90 s s� X'.': (ft) 6.50 Uplift Abv:'(lb); Uplift(ib) : 2460 ,. . ` _A;r 'k- �-`�. a C.`"` -+" c+r,.� t` _ 'yt ''� � �`+�' IE^. �?`,s- k ��, ✓ �s_r v,..a''F�� - Hold'Down ,r�=STHD141HTT22 x � { ..,. ... _. .: .< S _.. .a,_.N w.r:.. ... .� 1.., r s .r.z. ?.w•d_,x..Si., . Drag (Iby, 1419 'x [ � '` • -i "'��'}-t` -�y F - �' ---i: of -' Y- !'�. C -au ♦ �-.r: � �- Y ',iti"�I: ...-.i?.��.r�_$yn..�ri��, 17ra Detail _r 1st-Floor . YOn Gridtl[rie-�-� • Seismic Dia Shear - 4.7*20.5*20.5/2*2 = '�'--797.E Ibs = Seismic farce/Wall Length -- - ' -i65 plf Wind Dia Shear = 17.4*8.5*20.5/2*2 - ":',_Y 3032 Ibs = Wind force/Wall Length = 253 plf Diaphragm Length = 20.5 - 20:5 ft Use Shear Type3]< : Wall Length (ft) a Height(ft) 9.00 DeadWt-(plfl 8.00 Uplift Abv. (Ib) Uplift(lb) 1918 . 'r .�j -'•S� �r - 's -' } rc xfp. -I `„ - pis7_._ti i.-.I t sas�--v a xi' Hold Down. :STHD;141HTT22 A Drag (Eb)::. Y 1183� - Y ro r s s a Drag-Detail. -. ..GIs>>,. =�=B* x� >� NOTE: FOR(DRAG DETAIL`) ...... SEE PAGE 2 OF CALCS. 1787 POMONA RD., UNIT K CORONA, CA 92880 TEL: (951) 738-1215 FAX: (951) 738-1153 KARAH ENGINEERING STRUCTURAL DESIGN Shear Wall Desiqn Page Job No.: '06-125 Date: 5-9-06 `1st.Floor `'On Grid Line,:-,4.., Seismic Dia Shear = 5.2*37*34/2+4.7*20.5*20.5/2 = 4529 lbs Seismic force/Wall Length -- _' 324 plf Wind Dia Shear = 17.4*10*34/2+17.4*8.5*20,5/2 - 4474 Ibs = Wind force/Wall Length = 320. p1f Diaphragm Length = 20.5 = - `;20.5 ft Use Shear Type 7 t .3` n - ?: ''�iti ,yr `•� Xsti Wall Length (ft) • 14 00 ":.�'st.-.: 'tt^.... L..r_,xr.-h=fir.. .+}1....Sn .. s.':.1-.i.w.°:.•i.:..Si.+.: -..J.�.:, i;..T:_.. .Arv:-.t':^..... .::tJ t..�.6r4..c..ylu...sk4;:f.�.�: Height(ft) 9.00 Dead Wt. (plf) N ., s.- °X° (ft) 6.50 Uplift Abv..(lb) Upliftllb) 2460 Hold D6wnSTHD141HTT22 'I �a � 9 Sr r ,, K y; �„ �,, z•� s ^,M .xYz, Drag (Ib) 143 Dra .Detail d«J+'S :* ::'Ys ;.,:• :Y a. °• .-I.. S ?:tr: fit: .,'wr.. ,i'. s .5.:: s ,'y. 3fr `s.�,1.r�E`rJ" � 5 1st.Floor, ;On.Grid Linev� :S Seismic Dia Shear = 5.2*37*34/2 Ibs = Seismic force/Wall Length - :;ii;>16t pif Wind Dia Shear = 17.4*10*34/2 = =;f29S8 ibs = Wind force/Wall Length = .149: plf Diaphragm Length = 20.5 = 20.5 ft Use Shear Type ;_ ;v I <.,;S;Wail Length (ft) *S,�h' 3 50�.��, `� f 4 83 ;J '�• r« ;7 25 r � � �y4,�33 ,�"'°�4,� „- :a•�ib" :k7:. .. ..:a-t.;.SF.v .✓.:i.+ Y:L..we.... ..�..l, .r. .i.--f. .. ..-.er.-:°•oL'... .z:. .emu- .e...waa#i .�.«...c�..A'k1 `; Height;(ft) �4.00 4.00 4.00 4.00 De" Wt: (plf)• x f+ 445 445 u ' 445 j' ' = 445:00 : .. 5.00 13,00 24.50 28.5�0 Up ft Abv. (b) 9 >.«'4 .. .. a 0; .. . _ a '0. ; r ..9 Uplift{Ibj 80 -115 -470 -42 Hold Down NO HOEDOWN'''' NO HOEDOWN' N0 HOLDOWN NO HOLDOWN ° Drag (Ib) : 798 1499 2541 1988 Drafg Detail SEE SHEAR WALL WITH OPENING ANALYSIS 6 ` 4<< ; .._" ,,.•1st-FloarN,,.Y;On Grid Lme, . B Seismic Dia Shear = (5.2*29*20./2+4.7*20.5*20.5/2)'2 - <`- .4992 Ibs Seismic force/Wail Length - "_'207: plf Wind Dia Shear = (17.4*10*20.5/2+17.4*8.5*20.5/2)*2 _ _ 659 n_1hs = Wind force/Wall Length - ' 273. plf Diaphragm Length = 55.0 = _55.0 ft Use Shear Type Wall Length (ft) 'y'icP 5..fl , . 2r da:.,...,3 Sees, i.rr'y a -,� • ,;:: i °' ,+j'S `S. . . Height(ft) 4.00 4.00 4.00 4.00 Dead Wt. (plf) , „ ,j1Y351` _ .135 135. . 3.50 30.50 46.00 55.00 Uplift Abv. (lb) s,'"� 0 ;: 0 ;0 Uplift(lb) 869 747 851 825 Hold,Down ,STHD14i Tf.1 STHD14/HTT22 STHb14/HTT22;- ::rSTHD14/H7T22 ^ '•'' '"' �' �., o r Drag (lb) - 420 2294 2038 _-1638 Dra Detail SEE SHEAR WALL WITH OPENING ANALYSIS NOTE: FOR(DRAG DETAIL*) ...... SEE PAGE 2 OF CALCS. 1787 POMONA RD., UNIT K CORONA, CA 92880 TEL: (951) 738-1215 FAX: (951) 738-1153 FARAH ENGINEERING STRUCTURAL DESIGN Shear Wall Design Page Job No.: 06-125 Date: 5-9-06 7 y 1st-Floor- : On.Grid Line 7 Seismic Dia Shear = (5.2*29*32/2+4.7*20.5*20.5/2)*2 = 6800 lbs Seismic force/Wall Length = 349' plf Wind Dia-Shear - 17.4*10*32/2*2 - 5568. Ibs = Wind force/Wall Length - :'286 Of Diaphragm Length 110.0 = ;' 110.0 ft Use Shear Type Wall Levi tti (ft) 9 Height.(ft) 9.00 9.00 9.00 Dead VVt: I � r�360 ' �;y� �` r 360 �P f? wz. s .... 29.00 53.00 69.00 YJTrh- S U lif#Abv. (Ib) Uplift(lb)"' 1923 2409 1923 Hold Down STHD141HTT22 StHD1�4/HTT22 STHD141HTT22 Drag:{Ib) . 1793 661 2071 Drag Detail 8 7 ,1st Floor On Grid Line ,a': Seismic Dia Shear = 5,2*29*11.5/2+5.2*18*5 = 1336 Ibs Seismic force/Wall Length = :159 plf Wind Dia Shear = 17.4*10*11.5/2+17A*10*5 = .: :1871 Ibs Wind force/Wall Length = %'�.222 plf Diaphragm Length T 29.0 = 29:0 ft Use Shear Type3. Wall Length (ft). tvh37'"'?52', F r cx� S4 f^''�'. e. d.a - x"'t-'�cr, s=,�Lr*,-,J.`4.h t`iWn� •`+. 'rC t�t� .Y �y asr, :' 00 3,4?c. . sa�;. . k, �S D�sb�r,.i .�+�. "�rsr.ak�. �,.t ^.x�P � ..Razt��. .'...da.f.. �� ` ,s:tt .,w.�f. `• Height{ft)_ r 4.00 4.00 ''� � ,�tip 'r'� - r- a ~ {� � � F K r-ifs k�$'�.-��r � !„/ �: "' -.,r � . 'x `� aY d ai� Ltir•, fit.+• Dead . .,axe...er k .. -.:....�.,x�.,-_• �.,,,:, d._...-,..r-.._..��� r._:,r....- .a-..... .,:�.�<. .4. .� w fi,,.,. ... . . ,s .d G� L sr 17.00 22.00 ' � �<�� s.^ -, i '��'.L - It s^ry � C - r.. , t � ♦ a � � .ST r aw•A� �.v.'S. UpIEft Abv. (Ib} s. _.. Uplift:(lb).- 736 666 Hold DownSTHD141HTT22 ' STHD141HTT22 Drag'(Ib)., 1097 659 4t l 1 .,v-�• Dra :Detail ? SEE SHEAR WALL WITH OPENING ANALYSIS =Floor "yOn-Grid Line 9. Seismic Dia Shear = 5.2*29*11.5/2+5.2*18*5 = 1336 Ibs Seismic force I Wall Length = .159- plf Wind Dia Shear = 17.4*10*11.5/2+17.4*10*5 = !bs — = Wind force/Wall Length = :.222 plf Diaphragm Length - 55.0 = ;:.�55.0 ft Use Shear Type f, s'•` b �* h Y a s :K S,;, ` *r r�''� G { t 5 is y',� }' Wall:Length (ft) Height-(ft) 4 00 4.00 ' .- 3, t rnf 17.00 22.00 N "J. 'N, �k n llpllft Abv. (!b) ;.>`3 ,.O,;n�,f ' ::? .- 0 Uplift(lb)' 666 736 STHD141HTT22 Hold Down 'STHD141HTT22 "'" `' ' _ i _ ).= Drag (lb).---. 578 1006 Drag Detail B. SEE SHEAR WALL WITH OPENING ANALYSIS NOTE: FOR (DRAG DETAIL*) ...... SEE PAGE 2 OF CALCS. 1787 POMONA RD., UNIT K CORONA, CA 92880 TEL: (951) 738-1215 FAX: (951) 738-1153 FARAH ENGINEERING STRUCTURAL DESIGN PAGE PLYWOOD AROUND OPENING ANALYSIS JOB NO. : 06 125 DATE 5/10/2006 V = Total'shear load @ entire panel (ibs) W Vs = Shear load at side of opening (Ibs/ft) V F = Uplift or downward load due to overturning H1 analysis of entire panel including D.L.(Ibs) r ap S = Uplift or downward load due to overturning �+ i analysis of side panels ignoring D.L.(Ibs) f H H2 Vs W = Dead load on panel including weight of H H panel itself(Ibs/ft) H3 A L = 12.33 FT , L1 = 3.5 FT V L2 = 4.83 FT L1 L2 H = 9 FT F S S F H2 = 4 FT Vs = 164 PLF L W = 445 PLF V = Vs*(L1+L2) = 1366 LB = (VH*2.8/1.6-(.9)*(WL*L/2)}/L = T2�4��' � !3 < 500 LB NO HDWN REQ S = (Vs L1"2.8/1.6"H2-.9"WL1*L1l2)IL1 = M44 LB < 500 LB NO HDWN RE 1787 POMONA RD., UNIT K CORONA,CA 92880 TEL. : 909 738 1215 FAX: 909 738 1153 FARAH ENGINEERING STRUCTURAL DESIGN PAGE "PLYWOOD AROUND OPENING ANALYSIS JOB NO. : 6-125 DATE 5110/2006 V = Total shear load @ entire panel (Ibs) W Vs = Shear load at side of opening (Ibs/ft) V F = Uplift or downward load due to overturning H1 analysis of entire panel including D.L.(lbs) S = Uplift or downward load due to overturning analysis of side panels ignoring D.L.(lbs) H H2 Vs W = Dead load on panel including weight of panel itself(lbs/ft) H3 L = 15.67 FT L1 = 7.25 FT V L2 = 4.33 FT L1 L2 H = 9 FT IFF S S F H2 = 4 FT VS = 164 PLF L W = 445 PLF V . = Vs*(L1+L2) = 1899 LB r W (VH*2.8/1.6-(.9)*(WL*U2))/L = f1 29 LB < 500 LB NO HDWN REQ S = (Vs*L1*2.8/1.6*H2-.9*WL1*L1/2)/L1 = 281 - ~' LB < 500 LB NO HDWN REQ A787 POMONA RD., UNIT K CORONA,CA 92880 TEL. : 909 738 1215 FAX: 909 738 1153 FARAH ENGINEERING STRUCTURAL DESIGN PAGE PLYWOOD AROUND OPENING ANALYSIS JOB NO. : 06-125 DATE 5/10/2006 V = Totai shear load @ entire panel (Ibs) W Vs = Shear load at side of opening (lbs/ft) V F = Uplift or downward load due to overturning Hi , analysis of entire panel including D.L.(ibs) S = Uplift or downward load due to overturning analysis of side panels ignoring D.L.(lbs) H H2 Vs W = Dead load on panel including weight of H H panel itself(Ibs/ft) .y H3 L = 13.33 FT L1 = 5 FT V L2 = 7.75 FT L1 L2 H = 9 FT F S S F H2 = 4 FT Vw = 273 PLF L W = 135 PLF V = Vs*(L1+L2) = 3481 LB F = (VH*2.8/1.6-(.9)*(WL*L/2))/L = L�3 ;LB > 500 LB STHD14 HLDWN S = (Vs'L1*2.811.6*H2-.9*WL1*L112)lL1 = LB > 500 LB STHD14 HLDWN 1787 POMONA RD., UNIT K CORONA, CA 92880 TEL. : 909 738 1216 FAX: 909 738 1153 FARAH ENGINEERING STRUCTURAL DESIGN PAGE PLYWOOD AROUND OPENING ANALYSIS JOB NO. : 06-125 DATE 5/10/2006 V = Total shear load @ entire panel (Ibs) W Vs = Shear load at side of opening (lbs/t) V f ly F = Uplift or downward load due to overturning Hi analysis of entire panel including D.L.(lbs) S = Uplift or downward load due to overturning analysis of side panels ignoring D.L.(Ibs) H H2 Vs W = Dead load on panel including weight of H H panel itself(Ibs/ft) -r Ak &.Vile#k8_&9 21 H3 L = 12.33 FT " L1 = 5 FT V L2 = 3.42 FT Li L2 H = 9 FT IFF S S F H2 = 4 FT VW = 222 PLF L W = 135 PLF V = Vs*(L1+L2) = 1869 LB F = (VH*2.8/1.6-(.9)*(WL*L/2))/L = ' LB > 500 LB STHD14 HLDWN S = (Vs*L1*2.8/1.6*H2-.9*WL1*L1/2)/L1 = LB > 500 LB STHD14 HLDWN 1787 POMONA RD.,UNIT K CORONA,CA 92880 TEL. : 909 738 1215 FAX: 909 738 1153