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HomeMy WebLinkAboutARDENWOOD WAY 39415A R C H I T E C T S O R A N G E RAMSGATE APARTMENTS LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BLDG. POOL CAB. R MAIL KIOSK COVER SHEET 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans sholl not be reproduced or used without written permission by Architects Orange. FIRST Plan Check Bid Set Permit 04010 Project Number Drawing Name Plot Scale: 03-24 05 Plot Date 08/19/05 1Q BLDG DEPT REV #1 08/19/05 © AO REV #1 09/01/05 © CLIENT REV 3 -2 -06 BLDG DEPT REV 0 0 S H E E T RBmCS v J 4UUtt ARCHITECTURAL RB –CS COVER SHEET RB –AO GENERAL NOTES & SECURITY PROVISIONS. RB –HC1 DISABLED ACCESS REQUIREMENTS RB –HC2 DISABLED ACCESS REQUIREMENTSRAMSGATEecreaionooaanaMalmlkioskRB –HC3 DISABLED ACCESS REQUIREMENTS RB –SP SITE PLAN RB –SO SITE DETAILS RB -1 FLOOR PLAN RB -2 REFLECTED CEILING PLAN RB -3 ATTIC PLAN LAKE E LS I N O R, CALIFORNIA RB -4 EXTERIOR ELEVATIONS RB -5 EXTERIOR ELEVATIONS RB -6 EXTERIOR ELEVATIONS RB -7 EXTERIOR ELEVATIONS RB -8 EXTERIOR ELEVATIONS FA I R F I E L D C O R D E L I A L.P. RB -9 SECTIONS, ROOF PLAN RIORINTE, SCHEDULES RB -1 1 POOL CABANAAPLAN, ELEVATIONS, SECTIONS AND ROOF PLAN. A DELAWARE LIMITED PARTNERSHIP RB -12 MAIL KIOSK PLAN, ELEVATIONS, SECTIONS AND ROOF PLAN. R8 –D1 ARCHITECTURAL DETAILS RB –D2 ARCHITECTURAL DETAILS 5510 MOREHOUSE DRIVE, SUITE 200 RB -D3 ARCHITECTURAL DETAILS SAN DIEGO, CA 92121 STRUCTURAL Owner Address S -1.1 SLAB PLAN S -1.2 ROOF FRAMING PLAN S -1.3 HIGH ROOF FRAMING PLAN FA I R F I E L D DEVELOPMENT L.P. S -2 MAINTENANCE BLDG. FRAMING PLAN SD– MAIL KIOSK– FRAMING PLANS SD -0 STRUCTURAL SPECIFICATIONSL 23291 MILL CREEK DRIVE, SUITE 100 SD -1 STRUCTURAL DETAILS SD -2 NOT USED Laguna Hills, CA 92653 SD -3 STRUCTURAL DETAILS SD -4 STRUCTURAL DETAILS SD -5 STRUCTURAL DETAILS Developer / Contractor Address SD -6 STRUCTURAL DETAILS SD -7 STRUCTURAL SPECIFICATIONS POST TENSION PTO SLAB NOTES AND DETAILS AND F.A. FIRE ALARM R. RISER PROPERTY LINE EARTH OWNER: PT -1 PT SLAB PLAN – RECREATION BUILDING L ANGLE F.A.P. F.B. FIRE ALARM PANEL FLAT BAR RAD. R.D. RADIUSROOFDRAIN Fairfield Development L.P. P SLAB PLAN– MAINTENANCE BUILDING 0 AT F.D. FND. FLOOR DRAIN FOUNDATION REF. REFERENCE DIMENSION LINE Suite 100 rL CENTERLINE F.E. FIRE EXTINGUISHER REFER. REGTR. REFRIGERATORREGISTER FACE ROCK FILL Laguna Hills MECHANICAL0DIAMETERORROUNDF.H.C. FIRE HOUSE CABINET REINF. REINFORCING 4949) 206 -1160 ph. 1 N PERPENDICULAR POUND OR NUMBER FIN. FIN.S. FL FINISH FINISH SURFACE FLOOR REQ. RESIL. REQUIREDRESILIENT Q CENTERLINE SAND /MORTAR /PLASTER 949 206 -1991 fax MR -1 MECHANICAL NOTES, DETAILS AND SCHEDULES E) EXISTING FLASH FLASHING RM. R.O. ROOMROUGH OPENING Contact: Bruce Jorczak MR -2 MECHANICAL FLOOR PAN FLUOR. FLUORESCENT RWD. REDWOOD SECTION CUT E –mail: bjgrczak0ffres.com MR -3 MECHANICAL ROOF PLAN ACOUS AcousncAL F.O.S. FPRF. FACE OF STUD FIREPROOF R.W.L. RAIN WATER LEADER CONCRETE ARCHITECT: MR -4 CABANA FLOOR & ROOF PLAN ADD'L A.D. ADDITIONAL AREA DRAIN F.S. FULL SIZE S. SOUTH A E SECTION IDENTIFICATION CAST W PLACE OR PRECAST Architects Orange MR -5 DETAILS & WIRING DIAGRAM ADJ. ADJUSTABLE FT. FTG. FOOT OR FEET FOOTING S.C. SOLID CORE A2 E-- SHEET WHERE SECTION IS DRAWN 144 N. Orange St., ENR -1 ENERGY COMPLIANCE AGGR. AGGREGATE FURR. FURRING S.C.D. SCHED. SEAT COVER DISPENSERSCHEDULE r zl METAL AT Orange, CA. g ENR -2 MANDATORY MEASURES AL. ALUMINUM ARCH. APPROXIMATE FUT. FUTURE S.D. SOAP DISPENSER OMIT INDICATION SMALL SCALE 289 -3235235 ph. ARCH. ASB. ARCHITECTURAL ASBESTOS GA. GAUGE SECT. SH. SECTIONSHELF DETAIL REFERENCE WOOD. FINISH 714) 714 288 -6621 faxfax PLUMBING ASPH. ASPHALT G.B. G.S. GALVANIZED GRAB BAR HR. SHT. SHOWERSHEET 4 DETAIL IDENTIFICATION Contact: John Summa BD. BOARD GL. GND. GLASSGROUND SIM. S.N.D. SIMILARSANITARY NAPKIN DISPENSER iA9— SHEET WHERE DETAIL IS DRAWN WOOD. FRAMING John Se ehriP E –mail: jsummo0architectsorange.com P.0 PLUMBING SHEET NOTES &DETAILS BITUM. BITUMINOUS GR. GYP. GRADEGYPSUM S.N.R. SANITARY NAPKIN RECEPTACLE CONTINUOUS MEMBER E —mail: 1 dsolo0orchitectsoran gamom P.1 PLUMBING SITE PLAN BLDG. BILK. BUILDINGBLOCK SPEC. S.R. SPECIFICATIONSPRINKLERRISER 3 INTERIOR ELEVATION P4.1 PLUMBING WASTE PIPING REC. BUILDING BLKG. BLOCKING H.B. HOUSE BIB SQ. SQUARE REFERENCE WOOD, FRAMING P4.2 PLUMBING WATER PIPING REC. BUILDING SM. BEAM H.C. HDWD. HOLLOW CORE HARDWOOD SST. S S.SK. STAINLESS STEELSERVICESINK Z 4 — ELEVATION IDENTIFICATIONe INTERRUPTED MEMBER ARCHITECTS ORANGE CONSULTANTS P5.0 PLUMBING WASTE, WATER, & GAS PIPING CABANA BUILDING BOT. BOTTOM HDWE. HARDWARE STA. STATION lU H.M. HOLLOW METAL STD. STANDARD PLYWOOD CAB. CABINET HORIZ. HR. HORIZONTAL HOUR STL. STOR. STEELSTORAGE 1 STRUCTURAL: ELECTRICAL C.B. CATCH BASIN HGT. HEIGHT STRL. STRUCTURAL DOOR SYMBOL VanDorpe Chou Associates, Inc. CEM. C.I. CEMENTCERAMIC I.D. INSIDE DIAMETER SUMP. SYM. SUSPENDEDSYMMETRICAL 1 DOOR NUMBER GLASS OMIT INDICATION AT SMALL SCALE 295 N. Rampart, Suite A, C.I. CAST IRON INSUL. INSULATION Orange, CA. 92868 ER -1.0 SYMBOLS LIST AND ABBREVIATIONS CLG. CLKG. CEILINGCAULKING INT. INTERIOR TRD. T.B. TREADTOWEL BAR WINDOW SYMBOL GYPSUM BOARD 714 978 -9780 h. P 4 ER -1.1 SITE ELECTRICAL CUR. CLOSET JAN. JANITOR T.C. TOP OF CURB O 'E WINDOW LETTER OMIT DOUBLE UNES AT SMALL SCALE 714) 978 -9926 fax ER -1.2 ANCILLARY LIGHT FIXTURES COL COL CLEARCOLUMN JT. JOINT TEL. TELEPHONE TYPICAL WOOD STUD WALL Contact: Tom Vandorpe ER -2.0 RECREATION BLDG. ELECTRICAL FLOOR PLAN CONC. CONCRETE KIT. KITCHEN TRLAD. TRE. TELEPHONE BOARD TERRAZZO NOTE SYMBOL E –mail: tvandorpe0vcaengineers.com ER -2.1 LEASING BLDG. T -24 FORMS CONN. CONNECTION CONSTR. CONSTRUCTION LAB. LABORATORY T.& G. TONGUE AND GROOVE 3 —NOTE NUMBER INTERIOR ER -2.2 PANEL SCHEDULE & SINGLE LINE DIAGRAMS CONT. CONTINUOUS LAM. LAMINATE THK. T.P. THICKTOPOF PAVEMENT 2x4 sn10s AT 16" O.C. WITH s/B GYP. BD. EACH SIDE. POST TENSION: ER -2.3 MAINTENANCE BUILDING ELECTRICAL PLAN CORR. CORRIDOR LAV. LAVATORY T.P.D. TOILET PAPER DISPENSER EXTERIOR Engineering ER -2.4 POOL DECK ELECTRICAL PLAN CTSK. CRT. COUNTERSUNK COUNTER LKR. LT. LOCKERLIGHT T.V. f. W. TELEVISION TOP OF WALL REVISION 2x4 STUDS 16" O.C. WITH 5 /B" 72net 7291 Gardwn Grove Boulevard ER -3.0 MAIL KIOSK CABANA BUILDING CRT. CENTER TYPL TYPICAL CLOUD EGYP. IO ONE SIDE and ONE SIDEPLASTER. Garden 3789A. 92841 ER -4.0 MAINTENANCE BUILDING DBL DOUBLE M C. MEDICINE CABINET AROUND REVISED AREA ONE HOUR FIRE RESTIVE WALLONE 4) 379 ph. DEPT. D.F. DEPARTMENTDRINKINGFOUNTAIN MECH. MEMB. MECHANICALMEMBRANE UNF. U.N.O. UNFINISHEDUNLESSNOTED OTHERWISE 2x4 STUDS AT 16" O.C. WITH ONE LAYER 5 GYP. BD. EACH SIDE. 714) 379 -8024 fax Contact: Beat Arnet DET. DETAIL MET. MFR. METAL MANUFACTURER UR. URINAL SHEAR PANEL DOUBLE ALL WHERE OCCURS. E –mail: ptsteel®deltanet.com SHEET INDEXDIA. DIM. DIAMETERDIMENSION MMIN. MANHOLEMINIMUM VEST. VEST. VERTICALVESTIBULE 2 F TYPE OF SHEAR WALL DISP. DISPENSER MIR. MIRROR V.C.T. VINYL CEMENT TILE 6" or e' CONCRETE BLOCK WALL ELECTRICAL: ON. D.O. DOWNDOOR OPENING MISC. M.O. MISCELLANEOUS MASONRY OPENING W. WEST West Coast Design Group BUILDING CODES 2001 CBC, 1)999 NEC DR. DWR. DOORDRAWER MTD. MOUNTED W/ WITHWATER CLOSET WORK POINT, DATUM POINT, Y OR CONTROL POINT 2 HOUR AREA SEPARATION WALL- 26692 POseo BrillO Suite 200 2001 CPC, 2001 CIVIC DS. DOWNSPOUT MUL MULLION WC. WD. WOOD SEE DETAILS FOR ASSEMBLY REQMYS. San Juan Capistrano, CA., 92675 r D.S.P. DRY STANDPIPE N. NORTH W 0 WITHOUT Ph: (949) 240 -1378 2001 CFC DWG. DRAWING N.I.C. NO. NOT IN CONTRACT NUMBER WATERPROOF Fax: (949) 240 -1782 NOM. NOMINAL WSCT. WT. WAINSCOTWEIGHT R -13 ACOUSTICAL INSULATION SOUND WALL Contact: Russ Owens NOTE: THIS PROJECT SHALL COMPLY WITH TITLE 24 EA. EACH N. T. S. NOT TO SCALE E –mail: russ0wcdg.com THE FAIR HOUSING ACT DESIGN MANUAL. E.J. EXPANSION JOINT O.A. OVERALL EL. ELEVATION OBS. OBSCURED ELEC. ELECTRICAL O.C. ON CENTER ELEV. EMER. ELEVATOREMERGENCY O.D. OFF. OUTSIDE DIAMETER OFFICE RECREATVN BUILDING: ENCL ENCLOSURE OPNG. OPENING OWNERS CONSULTANTS E.P. EQ. ELECTRICAL PANELBOARD EQUAL OPP. OPPOSITE FOR ADDITIONAL ABBREVIATIONS REFER TO EQPT. EQUIPMENT PRCST. PRE —CAST DOOR SCHEDULE AND FINISH SCHEDULE CIVIL: OCCUPANCY GROUPS (TABLE 3A) B 1 E.W.C. ELECTRIC WATER COOLER PL. PLATE EXIST. EXISTING P.LAM PLASTIC LAMINATE Alliance Land Planning & Engineering Inc. TYPE CONSTRUCTIONEXPO. EXPOSED PLAS. PLASTER 5962 Laplace Court, Suite 130 EXP. EXT. EXPANSIONEXTERIOR PLYWD. PR. PLYWOOD POINT Carlsbad, CA. 92008 FIRE SPRINKLERS NFPA 13 PT. P.T.D. PAPER TOWEL DISPENSER 760) 431 -8802 Pfax ALLOWABLE BUILDING AREA: PTN. PARTITION Contact: Craig Whitteker E –mail: cwhitteker0allionceeng.com TABLE 5 —B) 8,000 SQ. FT. MAX. TWO STO. ABBREVIATIONS DRAWINGS SYMBOLS LEGEND LANDSCAPE: IMA Design PROPOSED 3,374 SQ. FT. ONE STORY. 2500 Michelson Drive, Suite 125 Irvine, CA. 92612 949) 250 -0023 ph. x19 POOL CABANA 949) 250 -0043 fax Contact: Jim Keenan E–mail: OCCUPANCY GROUPS (TABLE 3A) U1 ROOF TRUSS PLANS & CALCULATIONS lkeen an0'im odesign.com TYPE CONSTRUCTION V — N SWIMMING POOL FIRE SPRINKLER FIRE SPRINKLER SYSTEM MONITORING SYSTEM Western States Fire / FIRE SP INKLERS NOT REQUIRED Z. 3335 Ave. Suite #142 / FIRE ALARM Anaheim, CA I81552-39908ph. ALLOWABLE BUILDING AREA: 714 714; 0 PROJECT SITE 572 -4418 fax CONTACT: Paul Aquirre U.B.C.312.2.1 1,000 SQ. FT. MAX. ONE STORY E –mail: paul.aguirreOwsfp.us PROPOSED 474 SQ. FT. PLUMBING: ' zl/z Q NOTE: J Parks 1060 Wlmington Blvd. k jTHESEDEFERREDSUBMITTALSSHALLFIRSTBESUBMITTEDTOTHEI .. ul g ` PROJECT ARCHITECT AND /OR FOLLOWING THE COMPLETION ENGINEER FOR REVIEW AND COORDINATION; OF PROJECT ARCHITECT /ENGINEER REVIEW, Wilmington, CA., 90744 Ph: (310) 835 -1532 qMAILKIOSKalam" L_1 f iANDCOORDINATION, A SUBMITTAL TO THE CITY SHALL BE MADE (FOR Fax: (310) 835 -2913 5 E 7t > V 1 + Jca1'. Jy 4 CITY REVIEW AND APPROVAL), WHICH SHALL INCLUDE A LETTER STATING THIS Contact: Jason Parks OCCUPANCY GROUPS (TABLE 3A) U1REVIEWANDCOORDINATIONHASBEENPERFORMEDANDCOMPLETEDANDE –mail: Darks.desjgn0amoam.com PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE WE 836, F -7, 1999 THOMAS BROS. MN' TYPE CONSTRUCTION r *--- rNACCEPTABLEE.G., WITH REGARD TO GEOMETRY, LOAD CONDITIONS, ETC.) VICINITY MAP MECHANICAL: WITH NO EXCEPTIONS. UBC 106.3.4.2 FIRE SPRINKLERS DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN 1740 Delilah St., SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL Corona, CA. 92879 ALLOWABLE BUILDING AREA:.- 951) 340 -9685 ph. 951) 340 -9688 fax U.B.C.312.2.1 1,O Ot SQ FT A ONE STORYContact: Henry Coo E –mail henry.coo0ldihvoc.com PROPOSED 212 SQ. FT. DEFERRED SUBMITTALS VICINITY MAP LEGAL DESCRIPTION PROJECT TEAM CODE CLASSIFICATIONS A R C H I T E C T S O R A N G E RAMSGATE APARTMENTS LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BLDG. POOL CAB. R MAIL KIOSK COVER SHEET 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans sholl not be reproduced or used without written permission by Architects Orange. FIRST Plan Check Bid Set Permit 04010 Project Number Drawing Name Plot Scale: 03-24 05 Plot Date 08/19/05 1Q BLDG DEPT REV #1 08/19/05 © AO REV #1 09/01/05 © CLIENT REV 3 -2 -06 BLDG DEPT REV 0 0 S H E E T RBmCS v J 4UUtt 84' -10" KEYNOTES 38' -0" 21' -6" 25-4' KITCHEN SINK W/ GARBAGE DISPOSAL AND1LEVERTYPEHANDLE 14' -3" 2 UNDER COUNTER RESIDENTIAL REFRIGERATOR 2' -6 -2' 6'-6 1/2" 3 RESIDENTIAL REFRIGERATOR 1) HOUR WALL A 4 RESIDENTIAL MICROWAVE OVEN RB -5 5 2X WALL UNDER COUNTER TOP A R C H I T E C T S a 6 CABINET BY INT. DESIGN. 0 R A N G E Vii^ •' 8\ WATER COOLER. NOTE Q. Pa N C CONCRETE ST STUCCO 1c . o' NOT USED g UNDER COUNTER ICE MAKER VENT dt WASTE LINES IN P.T. SLAB. I F-",. s'.; F LO LAN 10 RESIDENTIAL DISH WASHER 114• " =1' -0" REFER TO PLUMBING PLANS. 8 _4" 5' -0" 5' -0" 8' -4" °' 5' -8 6,, XB REFER TO INTERIOR DESIGN DLRAWINGS. RESTROOMS 1. 48 7' -8" 5' -0" 5' -0" 7'_8" WATER92OOAA CLOSET 12 WATER CLOSET (ACCESSIBLE) I 36" ` 28 JOTEMP. JOTEMP. JOTEMP. , \S ' 1 y y a 13 WALL MOUNTED URINAL (ACCESSIBLE) 14 36" GRAB BARS0„ c I IIII 49 4 I Z O M 15 42" GRAB BAR I 1 L— J Of _ j ., 16 SURFACE MOUNTED SOAP DISPENSER 17 RECESSEp TOILET TISSUE PAPERHOLDERTOILETSEATCOVERDISPENSER Of I 42 = Ld 3 '` co 18 RECESSED PAPER TOWEL DISPENSER 1 N ( AND WASTE RECEPTACLE 64D C I IA I 1 U ®P \ \b f 19 60" TURNING RADIUS 0 THRES. 6 \1 cp 20 FLOOR DRAIN l 5 [WWPOUNGE e- OCCUP. D w I 1' -7" WALL CENTER I RAMSGATEO8I135SFQM44co2133" HIGH COUTERTOP C-4 -7 — GB GB VA IES t5 = 43 3 iv 22 NOT USED 00 A w o vi 34" " Ckf I APARTMENTS Y a N = O 23 NOT USEDa3MP. °O !Mom 1 I M W C) 24 NOT USED az ( TEMP. OJ TEMP. OJ TEMP. 25 NOT USEDa2'- $ LAKE ELSINOR, CALIFORNIA 7 -S' b o I B40 ° UTILITIES I N o co11 rn 47 51 m 26 NOT USED 45 1'- "MIN. 26' -2' O 27 CONDENSER UNIT -SEE MECHANICAL DRAWINGS 6' -4' J Oj 28 UNDER - COUNTER ELECTRIC WATER HEATER. EXI - - - -- - - - - -- Tr TEMP. PANT HARDWARE I TEMP. 29 O 30 ELECTRIC SERVICE -SEE ELEC. PLANS F F Development L.P. p I 1fJ it 31 WATER HEATER -SEE PLUMBING DRAWINGS 5510 Morehouse Drive, Suite 200 e O — — — — — — — — — — — — — — — — — O EXERCISE ROOM B - OCCUP. 3 32 VENT ® WASTE LINES IN CONCRETE SLAB. San Diego, California 92121 p .I 491SF o = COORDINATE W. P.T. SLAB. FIRE RISER 1 O X WP GB GB 14' = 10 a ° (619)457 -2123 Ph Fc--- - - - - - 10 O 3 -6 STORAGE i i 2' -4" B ' g N TEMP. 50 w = 0" N 33 NOT USED ( 619 457 -2832 Fax I 1 35 _>1 RB -7 RB -6 z 9 N 34 TELEPHONE F F Development L.P. O7 X WP GB GE1 10' I . A o a P 42 i i au O I o 35 36" x 48" ATTIC ACCESS 23291 Mill Creek Drive, Suite 100 I I 1'r -8'MI ' - - -___ I RB -7 I TRUSS MANUF. TO PROVIDE TRUSSES AT 30" O.0 WHERE ATTIC Laguna Hills, Ca 92653 N 4 1 i0 ACCESS OCCURS. HEAD RM AT ACCESS 30" MIN. B 50 w 01 N O MISC. (925) 556 -0436 Fax RB -4 OO < O 1 >c 3 ¢ X O 7 1 TEMP. TEMP. 36 MAIL SLOT. 4 0 _ 5' -6" 3' -6" w M 7' -4" O o w 5' -2' `L — _ 41 46 37 ROOF BELOW j < 1Ti -2" - 6' -4' 15' -6" 4' -2" = 38 ACCESSIBILITY SIGNAGE MOUNTED TO 1 11' -0' 10' -6 5' -8" J 36 43 = 6 28 / _ GO -- RESTROOM DOOR +60" A.F.F.) AND ON a z I `0 51 EXI 6'-10" 6'-10" 0 10" 2'- a ADJACENT WALL N a 99 . 1 OG h 00 e 3 39 HI -LOW ACCESSIBLE, WALL MOUNTED, DRINKING FOUNTAIN RECREATION V V o44 / I 0 40 5' -4" 3' -2" 9 -6O / BUILDINGSRU6' 8" B 10 6 4MIRROR BY INTERIOR DESIGN. It N o 11 2' -8" 4-9" 8 "MI O v 42 CABINETS AND EQUIPMENT BY INTERIOR DESIGN FLOOR PLAN4r1I \ KIT. / I 7 0 _ 21 I B 43 CASED OPENING TO ACCOMODATE PASS -THRU WINDOW BY INT. DESIGN. 1 OFFICE -1 H LL I 1 X WP I GB I GB 1 10' 1 X WP B GB 10' SIMULATED a . . / f / e m INTERIOR DESIGN DRAWINGS III - 00 OFFICE -4 44 '\ -I 1 1 FIRSTLEGEND Plan Check I _ H F X WP GB GB 10' X WP G13 GB 10' X WP I G8 I GB VA IES \ \ I I I 4 44 ELEC. PHONE SYMBOL SCHEDULE Bid Set N \ M i 45 1 —_ `t' C. 4 A ` C WP GB GB 10' Permiti-j I RB -9 RB -9 N _ 1 _ -6 (7 " ) Proiecr NumberSLOPETODRAIN18PERLFMIN. U.O.N 61010 TEM H TI#MP. OFFICE 6 H 2X6 WALLS (U.N.O.) Oraw ng Name10t0 \ x I H. 0 FINISH _ 0, O \ \ I I I — x WP GB GB 10' — — Pot state: I\ \ I a INDICATES 2X4 STUD WALL H H \ \ '" r) L — J EXI EXIT SIGN, SEE ELECTRICAL PLANS 03 -24-05 plot Date N I 08/19705 Al BLDG DEPT REV !11 INDICATES INTERIOR N I OL O \ \ O O ELEVATON CAOUT, O O 09-01/05 CLIENT REV 3 -2 -06 ® BLDG DEPT REV STUCCO OVER HI -RIB EXPANDED MTL. LATH SOFFIT. SEE EXTERIOR ELEVATIONS FOR HEIGHTS. A B 4 44 to A RB- v N I t INTERIOR FURRED R FOR CEILINGS LREFER ADDITIONAL INFO. 5' -8" 5' -4" 5' -4" 5' -2" 4' -4„ _2" 3' 2„ 4,_4" 1` AN 4' -4" 3' -2" 3' -2" 4' -4" _ G D LLL ,CRB -8 RB -8 r 10' -6" 15 -0" " " 6'_6" 8' -8" 4'_2" i Ln i` 3 -8 6' -8" ` 3 - 15' -0 "` 38' -0" 11' -0" 16'-6" 19' -4" 84' -10" A 1 JI ffwFV FINISH LEGEND BASE FIN. ROOM NAME FLOOR FIN. CEILING HGT WALL FIN. CEILING FIN. - -- RB -4 C CONCRETE ST STUCCO 1c . o' CP CARPET ",. SV SHEET VINYL CT CERAMIC TILE WP WOOD, PRIMED & PAINTED. F-",. s'.; F LO LAN 114• " =1' -0" 12" x 12" VINYL TILE XB REFER TO INTERIOR DESIGN DLRAWINGS. 0 3 16 8 11 5 2 3 C 22 4 N B -D B -D B -D I I D A B A E G D C A B 0 T.O. PLATE I 7 7 B -D T.O. PLATE HDR. 11 2' -0" B -D - - - -' TYP --- - -- TO PLATE 19 10 B-D B -D 12 _.. B B-D TRUSS HEEL 0I ru CD I iu T.O. PLATE T.O. PLATE j N HDR. HD . XO T.O. SHUTTER D - N LU CD LL1 Tit o - Z LLI F.F. Lx F.F. 2 16 6 12 A 2 16 B -D B -D B -D B -D 12 18 14 B -D B -D 10 6 FRONT EXTERIOR ELEVATION 1/4 " =1' -0. A D A 16 1 3 B A D E T.O. PLATE T.O. PLATE B -D 10 TRUSS HEEL T.O. PLATE iu o HDR, N X X X O s... O CC) m M 11 B -D CU w N w N 0 J LLJ ci. DATE -. -.. Z w w W v F.F. - U F.F. 1h 2 16 coU `r ore of th ale 12 B B -D B -D A G a!Itho ,.. Gi C ii P c _r SIC I CtISI ?.'u to jiva Of CUCII76891441221126OGBu ; V J. B D LEFT EXTERIOR ELEVATION REFER TO FRONT ELEVATION FOR TYP .INFORMATION.) LOCATION COLOR SCHEME LOCATION COLOR SCHEME VINYL SHUTTER. 17 FASCIA1CONCRETEROOFTILE2 -0" x 6' -0" 0 FIELD COLOR 1 MFGR: FRAZEE MADONNA LILY" #8191 W O STANDING SEAM ROOF MFGR: CUSTOM BUILT METALS WEATHERED COPPER STANDING SEAM ROOF SEAMS 0 2' -0" O.C. 10 PR 2' -0 "x 5' -0" VINYLE SHUTTER 18 HIGH DENSITY FOAMTOSIMULATEPRECAST W. STUCCO OVER CONCRETE. F31 G.I. FLASHING AT ALL WALL TO ROOF INTERSECTIONS (TYP.) 11 PR V -6"x 3' -0" VINYLE SHUTTER 19 EXT. SOFFIT. 0 FIELD COLOR #2 MFGR: FRAZEE BEETHOVEN BLUE #8486 N 0 SIMULATED STONE MFGR: ELDORADO STONE SAN MORINO LIMESTONE 4 (3) COAT STUCCO SYSTEM - "CATS PAW- FINISH 12 LIGHTING FIXTURE. 20 PREFABRICATED ROOF TRUSS. FIELD COLOR 3 MFGR: FRAZEE BOTTOM ® 80" MIN. FROM FINISH FLOOR OR FINISH GRADE. O STRATFORD BROWN #8704 D PRECAST MEDALLION 5 MFGR: PIIJEAPP f GROVE DESIGN X 16 13 METAL LOUVERED DOOR 21 ALCOVE FOR A.C. UNITS O FIELD COLOR 4 ZEEE SIZE: 16 STYLE: LEAF AND BALL #16SM -037 22 1 -6" x 3' -0" VINYL SHUTTER. STUCCO CAPERTREE #8194 M 14 CONTINUOUS STUCCO WEEP- SCREED. 6 SIMULATED STONE 15 FOAM TRIM W. STUCCO OVER. 23 WOOD FRAMED WALL W/ SIMULATED STONEMANUF: MONIERLIFE TILE CHARCOAL BROWNOECONCRETEROOF BLEND: 1132R 1LSCS 7 PRECAST SPHERE 7" DIAMETER 16 DECORATIVE CHIMNEY 24 METAL GATE W/ 10" KICK PLATE 8 PEAKED WALL CAP BY "ELDORADOSTONE" COLOR SCHEDULE KEYNOTES A A"111h, A R C H I T E C T S O R A N G E 144 North Qr.,e SI-1 • 0mnge, CaNfwma 91666 • A4 6J9 -9660 RAMSGATE APARTMENTS LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BUILDING EXTERIOR ELEVATIONS 2004 Architects Orange These plans ore copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. F7RST Plan Check Bid Set Permit 04070 Project Number Drawing Name Plot Scale: 01-24-0.5 Plot Date 9/1/05 A CLIENT REV 0 0 0 A A S H E E T RB1111111111114 1 -6 -06 A R C H IT E C TS O R A N G E IM North, draw, Sheel • Oran,, cabfomio 92666 • 714 6]9 -99W RAMSGATE APARTMENTS 0 0 E LAKE ELSINOR, CALIFORNIA I F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive. Suite Hills, Ca 100 Laguna 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BUILDING EXTERIOR ELEVATIONS 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. RRST Plan Check Old set Permit Project Number Drawing Name Plot Scale: 0- -24-03 Plot Date 0 0 S H E E T RBIIIIIIIIIIi,5 1 -6 -06 45 T 2 3 1 16 G A D E C A C E D HDR. 14 I 10 A R C H I T E C T S O R A N G E RAMSGATE APARTMENTS LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BUILDING EXTERIOR ELEVATIONS 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. FIRST Plan Check Bid Set Permit 04010 Project Number Drawing Name Plot Scale: 03 -24-05 Plot Date 3-2 -06 44 BLDG DEPT A 0 0 0 S H E E T RBm6 1 20 20 T.O. PLATE T.O. PLATE TRUSS HEEL 0I iu T.O. PLATE HDR. a HALLWAY HALLWAY KITCHEN EXERCISE ROOM 0 I F.F. 4 COURT FRONT ELEVATION 1/4 " =1 -0' q 1 20 8' 1' -2' 10' it T.O. PLATE II I II I N 14 ATTIC I T.O. PLATE i I i I OD I I HDR 3E X m OFFICE HALLWAY OFFICE U L U of Z o t,. M W v 2 12 B_D 6 4 A COURT RIGHT ELEVATION REFER TO FRONT ELEVATION FOR TYP. INFORMATION.) 1/4• =1• -0" B FIREPLACE FRONT ELEVATION (POOL SIDE) 2w =,• -ow C LOCATION COLOR SCHEME LOCATION COLOR SCHEME 1 CONCRETE ROOF TILE 2 -0" x 6' -0" VINYL SHUTTER. 17 FASCIA O FIELD COLOR #1 MFGR: FRAZEE MADONNA O STANDING SEAM ROOF MFGR: CUSTOM BUILT METALS LILY" #8191 W WEATHERED COPPER STANDING SEAM ROOF (SEAMS ® 2' -0" O.C.) 10 PR 2' -0 "x 5' -0" VINYLE SHUTTER 18 TO HIGH SIMULATE PRECAST STUCCO OVER B FIELD COLOR 2 MFGR: FRAZEE BEETHOVEN BLUE #8486 N G SIMULATED STONE MFGR: ELDORADO TONE SAN MORINO LIMESTONE 3 G.I. FLASHING AT ALL WALL TO ROOF INTERSECTIONS TYP. 11 PR V -6 "x S -0" VINYLE SHUTTER 19 EXT. SOFFIT. 4 5) COAT STUCCO SYSTEM — "CATS PAW' FINISH 12 LIGHTING FIXTURE. 20 PREFABRICATED ROOF TRUSS. O FIELD COLOR #3 MFGR: FRAZEE STRATFORD BROWN #8704 D 5 PRECAST MEDALLIONMFGR: PJNEAPP(E GROVE DESIGN BOTTOM ® 80" MIN. FROM FINISH FLOOR OR FINISH GRADE. 21 ALCOVE FOR A.C. UNITS FIELD COLOR MFGR; FRAZEEE SIZE: 16 X 16 13 METAL LOUVERED DOOROpSTUCCO 4 CAPERTREE #8194 M STYLE: LEAF AND BALL #16SM -037 14 CONTINUOUS STUCCO WEEP— SCREED. 22 1 -6" x 3' -0" VINYL SHUTTER. EO CONCRETE ROOF MANUF: MONIERLIFE TILE CHARCOAL BROWN El SIMULATED STONE 23 WOOD FRAMED WALL W/ SIMULATED STONE BLEND: 1132R 1LSCS 15 FOAM TRIM W. STUCCO OVER. 7 PRECAST SPHERE 7" DIAMETER 24 METAL GATE W/ 10" KICK PLATE16DECORATIVECHIMNEY 8 PEAKED WALL CAP BY "ELDORADOSTONE" COLOR SCHEDULE KEYNOTES A R C H I T E C T S O R A N G E RAMSGATE APARTMENTS LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BUILDING EXTERIOR ELEVATIONS 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. FIRST Plan Check Bid Set Permit 04010 Project Number Drawing Name Plot Scale: 03 -24-05 Plot Date 3-2 -06 44 BLDG DEPT A 0 0 0 S H E E T RBm6 A R C H I T E C TS O R A N G E 1H Nwih Oro q 56re1 • Omn9 CaNwnla 92966 • JH 659 -9650 RAMSGATE APARTMENTS LAKE ELKNOR, CALIFORNIA 1/05F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BUILDING EXTERIOR FIREPLACE 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. FlRST Plan Check Bid Set Petmlt 04010 Project Number Drawing Name Plot Scale: 03 -24-05 Plot Date 9/1/05 © CLIENT REV 0 0 -- S H E E T zi RBm801 2x FRAMING 3) COAT STUCCO BUILDING PAPER 8'-8" BITUTHENE GA. SLEEVE 11" 6' -1" 11" SLOPE 5/8" EXT. GRADE PLYWOOD GA. CAP FLASHING 0/ PLYWOOD FOAM TRIM W/ STUCCO OVER 0/ VAPOR BARRIER 1 N SLOPE 2x4 AT FRONT AND REAR o, 2) 2x4'S AT SIDE ELEVATIC 0 0 BUILDING PAPER 3) COAT STUCCO FINISH 0/ BUILDING PAPER op t I Fl L W/ CON RETE U cV SCALE: 1 -1 /2 " =1' -0" SCALE: 1 -1 /2" =1' -0" 0 01 1' -6" 5-8" lo. 8" 1' -2' 10' 8 8 7 100) FOUNDATION PLAN 9 nI io I IN 9 0I CO 5 CO OJ I 8' -8„ 1— 1' -6" 8" 4' -4„ 81, 1, -6" O I 3 c n. 0 0 00 o a bEE co OO 2 1 3 4 9 0 5 6 1, -6" 8" 4, -4" 8" 1' -6" Thr° to 1110 TFe ., ^,o cf p rrn; k., —d cn r71 1 r _ FRONT ELEVATION 11/2'=l'-O' D I SECTION 1/2 " =1' -o" 1 C RAISED CONCRETE SLAB 2 " =,' -o" A 1 TILES SELECTED BY LANDSCAPE 7 HIGH DENSITY FOAM W/ STUCCO OVER E3 GAS APPLIANCE BY MONTIGO (M380DV -ST) 4 PRECAST CONCRETE HEARTH 5 RAISED FOUNDATION 6 6" C.M.U. BLOCKS 7 VERIF. REQUIRED FLUE EXTENTION W/ MFGR. 8 "B" VENT 9 (3) COAT STUCCO 0/ BUILDING PAPER KEYNOTES A R C H I T E C TS O R A N G E 1H Nwih Oro q 56re1 • Omn9 CaNwnla 92966 • JH 659 -9650 RAMSGATE APARTMENTS LAKE ELKNOR, CALIFORNIA 1/05F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BUILDING EXTERIOR FIREPLACE 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. FlRST Plan Check Bid Set Petmlt 04010 Project Number Drawing Name Plot Scale: 03 -24-05 Plot Date 9/1/05 © CLIENT REV 0 0 -- S H E E T zi RBm801 INTERIOR ELEVATIONS RATEDDOORDOOR SIZE THK. DESCRIPTION REMARKS DOOR & HD. HGT. NO. TYPE FRAME1LAVATORY g 42" LONG WALL MOUNTED GRAB BAR, PROVIDE 15 UPPER CABINET w/ ADJUSTABLE SHELVES 22 COMPUTER DESK 29 CABINETS — BLOCKING IN WALL AS REQUIRED SEE INTERIOR DESIGN DRAWINGSF2COUNTER —TOP. REFER TO INT. DESIGN DRAWINGS. 16 STAINLESS STEEL SINK w/ DISPOSAL AND 23 CABINET BASE WITH FOUR DRAWERS 30 WATER COOLER LOCATION. O A 3' -0" x 8' -0" 1 3/4" EXTERIOR FRENCH DOOR W. TEMPERED GLASS AND WOOD FRAME. CLOSER. N/R 9 TOILET PARTITION LEVER TYPE FAUCET 3 SEMI— RECESSED HAND TOWEL & WASTE COMBO UNIT 24 CROWN MOULDING O2 A 4' -0" x 8' -0" 1 3/4" EXTERIOR FRENCH DOOR W. TEMPERED GLASS AND WOOD FRAME. CLOSER. N/R n10WALLMOUNTEDTOILETSEATCOVERDISPENSER7REFRIGERATORSPACE, PROVIDE COLD WATER Z 4 WALL MOUNTED MIRROR TAP & ELECTRICAL OUTLET ® +42" 11 WALL MOUNTED TOILET TISSUE DISPENSER 25 BASE O3 B VERIF. W. 1 3/4" OPENING TEMPERED GLASS WALL W. 3 FT. MIN. SWING DOOR N/R 5 CERAMIC TILE WAINSCOT, 48" HIGH, THINSET OVER 18 BUILT -IN DISHWASHER MANUFACTURER BY "NANNA WALL SYSTEMS" OR EQUAL. > W.R. 5/8" DRYWALL. COLOR AS SELECTED BY OWNER. 12 WALL MOUNTED URINAL — ACCESSIBLE 26 FILE CABINET PER OWNER w 19 MICROWAVE OVEN BY OWNER IJ 6 WATER CLOSET w/ FLUSH HANDLE ON ACCESS 13 BASE CABINET 27 CABINET NTH FOUR ADJUSTABLE SHELVES O C 3' -0" x 8' -0" 1 3/8" INTERIOR WOOD FRAME w/ WOOD PANEL. CLOSER. N/R U SIDE, SEE PLUMBING DRAWINGS 20 ICE MAKER 14 PLASTIC LAMINATE SHELVING 28 SPACE FOR UNDERCOUNTER REFRIGERATOR w/ O5 D 3' —O" x 8' -0" 1 3/8" INTERIOR FRENCH DOOR WOOD FRAME. CLOSER. EE 7 36" LONG WALL MOUNTED GRAB BAR, PROVIDE ELECTRICAL OUTLET w BLOCKING IN WALL AS REQUIRED 21 4" TOE SPACE xO6EPR3' -0" x 8' —O" 1 3/4" EXTERIOR STEEL DOOR & FRAME w/ STEEL LOUVERS N/R w tjLij KEYNOTES O F 2' -0" x 8' -0" 1 3/4" EXTERIOR FLUSH STEEL DOOR AND FRAME. N/R E 3' -0" x 6' -8" 1 3/4" EXTERIOR STEEL DOOR & FRAME w/ STEEL LOUVERS N/R 5 9 5 10 8 6 7 5 9 4 2 1 3 5 A 4' -0" x 9' -2" 1 3/4" EXTERIOR FRENCH DOOR W. TEMPERED GLASS AND WOOD FRAME. CLOSER, N/R TO C PR 2' -0" x 6' -8" 1 3/8" INTERIOR WOOD FRAME w/ WOOD PANEL. N/R b o \ Z o M \ I o : o LC DOOR SCHEDULE Li M N N NOTE: VERIFY SPECIFIC DOOR TYPES & DESIGNS W/ OWNER ACCESSIBLE RESTROOM ACCESSORIES: 11 11 1 1 2 SEE SHEET HC2, DETAIL 8 SEE SHEET C2STDOOA I LAB CESSORIES: Q T MP TfP fP TE P. :ipl/ MEN'S - 71/4"=V-0" A 9 5 8 10 5 4 2 1 5 6 9 6 7 5 3 E 0 L I T I LL o A C D 3) ACCORDEON DOORS (1) CASEMENT E F o o i DOOR TYPES I I Q 00 a ' WOW. WOW. SIZE DESCRIPTION GLAZING RATING HDR. HGT. I NO. TYPE b 3 o \ OA C 1' -6" x 6' -0" VINYL. SEE ENERGY CALCS. N/A J-04 _ LLJLl_LLLI (if H+4 IT A 2' -0" x 5' -0" VINYL. SEE ENERGY CALCS. N/A A 2' -6" x 3' -0" VINYL. SEE ENERGY CALCS. N/A Z 6 11 2 1 DO C 4' -0" x 1' -6" VINYL. TRANSOM N/A ACCESSIBLE RE , DETAIL ACCESSORIES: Q -- SEE SHEET Hc2, DETAIL a EO A 3' -0" x 6' -0" VINYL. SEE ENERGY CALCS. DL N/A w WOMEN'S 1/4 " =1' -0" B O C 4' -0" x 5' -0" WOOD FRAME. SEE INTERIOR DESIGN DRAWINGS. o N/A A 4' -0" x 5' -0" VINYL. SEE ENERGY CALCS. L` N/A x W W ra- 15 WINDOW NOTES: HO B 4' -0" x 7' -0" VINYL. SEE ENERGY CALCS. N/A bi 1. GLAZING MORE THAN 9 SQUARE FEET N AREA, WITHIN 18" OF A WALKING SURFACE & GLAZING WTHIN 24" OF A DOOR JO B 4'-0" x 8' -0" VINYL. SEE ENERGY CALCS. N/A SINK WITH CABINET DOORS ONLY. EXTEND SHALL BE TEMPERED. FLOOR MATERIAL TO WALL AND PROVIDE INSULATED HOT WATER AND DRAIN PIPES 0 C 3' -0" x 5' -0" WOOD FRAME. SEE INTERIOR DESIGN DRAWINGS. N/A 2. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZINGII © B 3' -0" x 7' -O" VINYL. SEE ENERGY CALCS. N/A IS WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE o B 2' -0" x 7' -0" VINYL. SEE ENERGY CALCS. N/A C Fn -1 BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS o o L__ 171 THAN 60 INCHES ABOVE THE WALKING SURFACE. 3 B 3' -0" x 6' -0" VINYL. SEE ENERGY CALCS. N/A 0 -1 --- - - - - -- - -- -- - - - -_ o o o - - -- ,I L O I I I i 30 29 21 29 13 © 29 21 16 13 18 KITCHEN ,/4' -0" E WINDOW NOTES RECREATION BLDG. NOTES: V 1. EXIT DOORS: WINDOW SCHEDULE 30" MIN BASE CABINET AT SINK a. PROVIDE A READILY VISIBLE SIGN ON OR ADJACENT TO DOOR WITH CABINET DOORS ONLY. EXTEND STATING "THIS DOOR MUST REMAIN UNLOCKED DURING NOTE: 1. VERIFY SPECIFIC WINDOW TYPES & DESIGNS W/ OWNER FLOOR MATERIAL TO WALL AND PROVIDE BUSINESS HOURS' INSULATED HOT WATER AND DRAIN PIPES b. THE SIGN SHALL HAVE LETTERS OF NOT LESS THAN 1" HIGH 2. SEE ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION ON CONTRASTING BACKGROUND ACCESSIBLE COUNTER W/ KNEE SPACE 2. ALL EXIT DOORS SHALL HAVE PANIC HARDWARE. NITCH FOR 30" MIN X 27" H x 19" DEEP (MIN) 3. ALL DOORS SHALL HAVE LEVER HARDWARE (EXCEPT EXIT DOORS) MICRO -WAVE WITH CABINET DOORS ONLY. EXTEND WINDOWMATERIALTOWALL w w _. Q f M ® o c2uj c _ - — N LLI EIE Mo 0 00 Z I S„ uICC ie ; e l Q ®a INTERIOR DESIGN j In r ©' A 21 16 29 © 20 28 DRAWINGS. LOUNGE 1/4" =1' -0" F DOOR NOTES A B C INTERIOR ELEVATIONS WINDOW TYPES A R C H I T E C T S O R A N G E I" North aronge Slreel " Wonge, Colirornio 92866 • JII 699 -9960 RAMSGATE APARTMENTS 0 E E LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BUILDING INTERIOR ELEVATIONS, SCHEDULES 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. FIRST Plan Check Bid Set Permit 04010 Project Number Drawing Name Plot Scale: 03 -24-03 Plot Dale 08 -19 -05 Q BUILDING DEPT. -1 9 -1 -05 © CLIENT REV 0 S H E E T RBml 0 1 -6 -06 PANEL TEMP. LAZING 0 0 o A C D 3) ACCORDEON DOORS (1) CASEMENT E F o o i DOOR TYPES I I Q 00 a ' WOW. WOW. SIZE DESCRIPTION GLAZING RATING HDR. HGT. I NO. TYPE b 3 o \ OA C 1' -6" x 6' -0" VINYL. SEE ENERGY CALCS. N/A J-04 _ LLJLl_LLLI (if H+4 IT A 2' -0" x 5' -0" VINYL. SEE ENERGY CALCS. N/A A 2' -6" x 3' -0" VINYL. SEE ENERGY CALCS. N/A Z 6 11 2 1 DO C 4' -0" x 1' -6" VINYL. TRANSOM N/A ACCESSIBLE RE , DETAIL ACCESSORIES: Q -- SEE SHEET Hc2, DETAIL a EO A 3' -0" x 6' -0" VINYL. SEE ENERGY CALCS. DL N/A w WOMEN'S 1/4 " =1' -0" B O C 4' -0" x 5' -0" WOOD FRAME. SEE INTERIOR DESIGN DRAWINGS. o N/A A 4' -0" x 5' -0" VINYL. SEE ENERGY CALCS. L` N/A x W W ra- 15 WINDOW NOTES: HO B 4' -0" x 7' -0" VINYL. SEE ENERGY CALCS. N/A bi 1. GLAZING MORE THAN 9 SQUARE FEET N AREA, WITHIN 18" OF A WALKING SURFACE & GLAZING WTHIN 24" OF A DOOR JO B 4'-0" x 8' -0" VINYL. SEE ENERGY CALCS. N/A SINK WITH CABINET DOORS ONLY. EXTEND SHALL BE TEMPERED. FLOOR MATERIAL TO WALL AND PROVIDE INSULATED HOT WATER AND DRAIN PIPES 0 C 3' -0" x 5' -0" WOOD FRAME. SEE INTERIOR DESIGN DRAWINGS. N/A 2. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZINGII © B 3' -0" x 7' -O" VINYL. SEE ENERGY CALCS. N/A IS WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE o B 2' -0" x 7' -0" VINYL. SEE ENERGY CALCS. N/A C Fn -1 BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS o o L__ 171 THAN 60 INCHES ABOVE THE WALKING SURFACE. 3 B 3' -0" x 6' -0" VINYL. SEE ENERGY CALCS. N/A 0 -1 --- - - - - -- - -- -- - - - -_ o o o - - -- ,I L O I I I i 30 29 21 29 13 © 29 21 16 13 18 KITCHEN ,/4' -0" E WINDOW NOTES RECREATION BLDG. NOTES: V 1. EXIT DOORS: WINDOW SCHEDULE 30" MIN BASE CABINET AT SINK a. PROVIDE A READILY VISIBLE SIGN ON OR ADJACENT TO DOOR WITH CABINET DOORS ONLY. EXTEND STATING "THIS DOOR MUST REMAIN UNLOCKED DURING NOTE: 1. VERIFY SPECIFIC WINDOW TYPES & DESIGNS W/ OWNER FLOOR MATERIAL TO WALL AND PROVIDE BUSINESS HOURS' INSULATED HOT WATER AND DRAIN PIPES b. THE SIGN SHALL HAVE LETTERS OF NOT LESS THAN 1" HIGH 2. SEE ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION ON CONTRASTING BACKGROUND ACCESSIBLE COUNTER W/ KNEE SPACE 2. ALL EXIT DOORS SHALL HAVE PANIC HARDWARE. NITCH FOR 30" MIN X 27" H x 19" DEEP (MIN) 3. ALL DOORS SHALL HAVE LEVER HARDWARE (EXCEPT EXIT DOORS) MICRO -WAVE WITH CABINET DOORS ONLY. EXTEND WINDOWMATERIALTOWALL w w _. Q f M ® o c2uj c _ - — N LLI EIE Mo 0 00 Z I S„ uICC ie ; e l Q ®a INTERIOR DESIGN j In r ©' A 21 16 29 © 20 28 DRAWINGS. LOUNGE 1/4" =1' -0" F DOOR NOTES A B C INTERIOR ELEVATIONS WINDOW TYPES A R C H I T E C T S O R A N G E I" North aronge Slreel " Wonge, Colirornio 92866 • JII 699 -9960 RAMSGATE APARTMENTS 0 E E LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax RECREATION BUILDING INTERIOR ELEVATIONS, SCHEDULES 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. FIRST Plan Check Bid Set Permit 04010 Project Number Drawing Name Plot Scale: 03 -24-03 Plot Dale 08 -19 -05 Q BUILDING DEPT. -1 9 -1 -05 © CLIENT REV 0 S H E E T RBml 0 1 -6 -06 TIE BM. PER PT PLAN 12" W x 12" D 2 - #4 T & B MIN.) 4' -6„ m 2' -0 "X12" DEEP CONT. FTG. W/ 2- #4 CONT. BTM. CENTERED UNDER WALL, TYP. U.N.O. 4 HORIZ. 0 TOP, BTM, AND ® 32" O.C. MAX. 6" CMU SOLID GROUT 4 VERT. ® 16" O.C. 0 CENTER OF WALL F.G. SEE PLAN FOR REINF. i 2X STUD WALL PROVIDE 2X BLKG. TYP. EA. SIDE OF OPENING ROOF SHTG. N. 2X4 FRAMING 0 12" O.C. ROOF SHTG. B. N. 4X8 HDR. W/ 2 -2X TRIM. 2 -2X K.S. 2X P.T. SILL PLATE W/ 4e "0 ANCHOR BOLTS 48" O.C. (BEYOND) J 'I 6" CMU W/ #4 VERTS. 0 24" O.C. 3EE PLAN FOR SIZE kND REINF. FIREPLACE DETAIL SCALE: 1/4" = 1' -0" PER ARCH.INm SLAB PLAN SCALE: 1/4" = 1' -0" I l TIE BM. PER PT PLAN I' (12" W x 12" D W/ 2 - #4 T & B MIN.) VC, A VCA ENGINEERS 2200 W. ORANGEWOOD AVE. SUITE 150 ORANGE, CA 92868 Tel: (714) 978 -9780 Bldg. Dept. Rev. ZI 08 -19 -2005 AO Rev. # 1 L 2 `. 08 -19 -2005 CLIENT REVS. 09 -01 -2005 H.M. 0 L Z Z 0 J mU IW Z >-w QWwryj 2<0 (n J? v 0 C7ZW Q W W YU.1 m LL U LL (11 W C N I..L DRAWN BY T.D.[T.D. CHECKED BY I T.V.D. PROJECT NO. - - -- - n A02137 ISSUE DATE 07 -08 -2005 THIS DRAWING AND THE DESIGN CONCEPTS ARE PROPRIETARY TO VANDORPE CHOU ASSOCIATES, INC. AND THE DRAWING OR DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN PART OR IN WHOLE WITHOUT THE EXPRESS PFRMISSION IN WRIT'HY BY SHEET NO. I S -1.1 BUILDING PLAN FOUNDATION NOTES AND LEGEND CONTINUOUS FOOTING SCHEDULE SIZE TYPE REINFORCING REMARKS W x D EXTERIOR SEE P.T. PLANS SEE P.T. PLANS DET. 1 /SD -1 INTERIOR SEE P.T. PLANS SEE P.T. PLANS DET. 2 /SD -1 SHEAR WALL ANCHOR BOLT SCHEDULE SYMBOL REMARKS OSEE DETAIL 1 /SD -6 SEE DETAIL i /SD -6 SEE DETAIL 1 /SD -6 2 SEE DETAIL 1 /SD -6 LENGTHS SHOWN ON SHEAR WALLS ARE MINIMUM SHEATHING LENGTHS. VERIFY ACTUAL WALL LENGTHS WITH ARCHITECTURAL PLANS. INDICATES SHEARWALL WITH CONTINUOUS RIM PER DETAIL 3 /SD -6 HOLD DOWN SCHEDULE (U.N.O.) SYMBOL FOUNDATION REMARKS OO HIT22 /4X4 OI HTT22 /4X4 NOTE: SEE SHEETS SD -1 AND SD -6 FOR HOLDDOWN CONNECTIONS. DEPTH OF H.D. POST TO MATCH WIDTH OF WALL, U.N.O. (E.G. UPGRADE 4X4 TO 4X6 0 2X6 WALLS) P.T. SLAB DESIGN PARAMETERS BLDG. TYPE CONDITION UNE LOAD POINT LOAD INTERIOR 1,000 FILE 5.0 KIPS ONE STORY PERIMETER 1,500 PLF 5.0 KIPS NOTES: 1. BREEZEWAY FOOTINGS ARE TO BE CONSIDERED AS PERIMETER FOOTINGS. 2. SLAB & FOOTING MUST BE DESIGNED TO EXCEED MAXIMUM STRENGTH OF THE HARDWARE. 3. P.T. SLAB DESIGN TO BE IN ACCORDANCE WITH CURRENT SOILS REPORT RECOMMENDATIONS. 4. SLAB DEFLECTION SHALL BE PER UBC CHAPTER 18. 5. P.T. SLAB SHALL BE DESIGNED FOR THE ABOVE MINIMUN LINE AND POINT LOADS. LINE AND POINT LOADS SHALL BE VERIFIED BY P.T. ENGINEER FROM STRUCTURAL DRAWINGS. 6. POINT LOADS ARE IN ADDITION TO LINE LOADS 7. EXPANSIVENESS AND SULFATE CONTENT OF FILL MATERIALS TO BE TESTED BY SOILS ENGINEER IN ACCORDANCE WITH THE RECOMMENDATIONS IF EXPANSIVE OR SULFATE BEARING MATERIALS ARE PRESENT, THE ENGINEER OF RECORD AND BUILDING OFFICIAL ARE TO BE IMMEDIATELY NOTIFIED OF THE SOILS ENGINEER'S NEW RECOMMENDATIONS. I? Thr uP s T... d 'O VC, A VCA ENGINEERS 2200 W. ORANGEWOOD AVE. SUITE 150 ORANGE, CA 92868 Tel: (714) 978 -9780 Bldg. Dept. Rev. ZI 08 -19 -2005 AO Rev. # 1 L 2 `. 08 -19 -2005 CLIENT REVS. 09 -01 -2005 H.M. 0 L Z Z 0 J mU IW Z >-w QWwryj 2<0 (n J? v 0 C7ZW Q W W YU.1 m LL U LL (11 W C N I..L DRAWN BY T.D.[T.D. CHECKED BY I T.V.D. PROJECT NO. - - -- - n A02137 ISSUE DATE 07 -08 -2005 THIS DRAWING AND THE DESIGN CONCEPTS ARE PROPRIETARY TO VANDORPE CHOU ASSOCIATES, INC. AND THE DRAWING OR DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN PART OR IN WHOLE WITHOUT THE EXPRESS PFRMISSION IN WRIT'HY BY SHEET NO. I S -1.1 ROOF FRAMING P SCALE: 1/4' — 1 ED 6UANCE SOCIATES, INC. e ± for a r'ze, f a permit bas 11 not be cor,.,'r ztion of the a,&,) rn.it presumed t the provisions C LEGEND NOTE SEE SD-0 FOR ROOF & FLOOR TRUSS DESIGN & SUBIWIITAL REW1tEMEHM 1. T ROOF TRUSS DESIGNED BY TRUSS SUPPLIER. 2. G T GIRDER TRUSS DESIGNED BY TRUSS SUPPLIER. SUPPORT W/ MIN. 2 -2X U.N.O. WHERE 2 -2X K.P. OCCURS ABV. BM. INSTALL 16d TOENAIL TAB. AND E.S. (4 TOTAL) 3. « T JACK TRUSS DESIGNED BY TRUSS SUPPLIER. 4. G E T GABLE END TRUSS DESIGNED FOR 180 PLF LATERAL LOAD APPLIED TO TOP CHORD. INDICATES ROOF TRUSS TO BE DESIGNED TO RESIST 180 P7F & FLOOR TRUSS 5. D T TO BE DESIGNED TO RESIST 230 PLF APPLIED UNIFORMLY ALONG TOP CHORD OF TRIES AND TRANSFERRED TO SHEAR WALL OR DRAG STRAP BELOW. BOUNDARY NAILING TO BE NSTAILED AT SHEATHING ACROSS FULL WIDTH OF TRUSS. 6. FT INDICATES FLOOR TRUSS DESIGNED BY TRUSS SUPPLIER. WITH FLOOR SHEATHING AS SPECIFIED ON SHEET SD-0, AND 1" GYPCRETE PER ARCH. 7. E- D J INDICATES DECK JOISTS PER PLAN. 8 4X10 INDICATES BEAM & SIZE. POSITION BOTTOM OF BEAM FLUSH WITH BOTTOM OF FRAMING, U.N.O. PROVIDE FULL -DARING POST (MN. SIZE EQUAL TO WIDTH OF BEAU BY DEPTH OF WALL) UNDER BEAM SUPPORT POINTS. U.N.O. FOR FLUSH BM 70 FISH BM CONNECTION USE FULL DEPTH SNP. HU MAX HANGER. U.N.O. 9. B -1 BEAM NUMBER. SEE PLANS AND MEMO FOR BEAM SIZE 10. 21'- 6" INDICATES CONTINUOUS BEAU WITH APPROX. LENGTH SHOWN. REFER TO ARCH. DWG. FOR EXACT DIMENSION. BM MUST EXTEND TO PROVIDE FULL BEARING ON SUPPORTING ELEMENT. 11. DROP INDICATES DROP BEAN. POSITION 70P OF BEAM FLUSH WAFT BOTTOM OF FRAMING. 12. 0 +12'-6" POSITION BOTTOM OF BEAM AT ELEVATION 94OWN MEASURED FROM FINISHED FLOOR OR TOP OF FRAMING DIRECTLY BELOW) 13, TOP 0 POSITION TOP OF SAM AT ELLVATION SHOWN (MEASURE FROM FINISHED FLOOR OR TOP OF FRAMING DIRECTLY BELOW) 14. ? -- - HEADER OVER OPENING. IF HEADER SIZE NOT SHOWN. USE 4X4. POSITION HEADER ABOVE OPENING AND PROVIDE MIN. OF 2X TRIMMER WITH 2X KING STUD (2 -2X TRIM. AND 2 -2X K.S. IF SPAR OVER 61 TO SUPPORT HEADER. U.N.O. 15. INDICATES VERT. POST. SEE DETAIL 3 & 4 SD-4 IF NO HARDWARE SHOWN. NOTES POST SIZE IF SIZE NOT SHOWN, SEE FRAMING AND ALSO BEAM SYMBOL ABOVE FOR BEAM SUPPORT REWD. f— NOTES POST HARDWARE AT 70P OF POST. INDICATES POST HARDWARE AT BOTTOM OF POST. IF POST IS SUPPORTED BY AN ELEVATED FLOOR. PROVIDE BIMING THICKNESS EQUAL TO THE WIDTH OF POST) LENDER POST AND BETWEEN FRMG. MEMBERS. FOR REFERENCE ONLY 16. INDICATES T.O.P. ELEVATION t OF BALLOON FRAMED WALL. REFER TO WALL FRAMING SCHEDULE FOR STUD & SPACING REQUIREMENTS. REFER TO ARCH. PLANS FOR ACTUAL T.O.P. ELEVATIONS. INDICATES CHANGE N T.O.P. ELEVATION. 17. CONSTRUCTION NOTES 1 ALIGN POST OR BEAM WITH POST ABOVE OR BELOW. a NOT USED. QCS16x10' OVER NOR. SHEATHING W/ 8d NAILS EVERY OTHER HOLE TO FRAMING (TRUSS, BEAU. JOIST OR BLOCKING) POSITION STRAP CENTER AT FIRST BLACK BEYOND TOP PLATE OR FLUSH BEAM. PROVIDE CONTINUOUS TOP PLATE AT PARTY WALL OR SPLICE W/ ST6224. PROVIDE CONT. SHEATHING AT S W. WHERE OCCURS. Q PROVIDE AN ST6224 STRAP BETWEEN S.W. AND BEAM (4X AND WIDER) (USE MSIA36 ON 2X MEMBERS AND TRUSSES) EXTEND FLOOR SHEATHING OVER POP -OUT, BEAM, OR JOIST TO PLATFORM FRAME, TYP. 7 SHEATHE PONY WALL PER DETAIL 5/SD -5. NOT USED. 9 INSTALL CRIPPLE WALL ABV. BM. (USE 2X6 STUDS 0 16' O.C. MIN., U.N.O.) 10 2X LEDGER W/ 4- 16dX3.1/2' TO EA STUD, U.N.O. ON PLANS. LEDGER DEPTH TO MATCH DEPTH OF AEI. JOISTS, U.N.O. ON PLANS. INSTALL LEDGER OVER S.W. SHT'G. WHERE OCCURS. 11 FLUSH SIDE OF HEADER W/ INIEf60ft FACE 12 RESERVED. 13 CMST14x14' 0/ SHIG. NAIL 0/ SIDE FACE OF BM & 3X BLXG BETWEEN STUDS. ROOF FRAMING SYMBOL SIZE SPACING (U.N.O.) REMARKS R T 24' O.C. SEE SD-0 C J 2X12 16' O.C. WALL FRAMING (U.N.O.) WALL TYPE STD SIZE / SPACING STRUCTURAL WALL, TOP PLATE - 10' OR LESS 2X4 0 16' O.C. STRUCTURAL WALL, TOP PLATE UP TO 20' 2X6 0 16' O.C. NON STRUCTURAL WALL, - 12' OR LESS 20 0 16" O.C. NON STRUCTURAL WALL, TOP RATE UP TO 20' 2X6 0 16" O.C. STRUCTURAL WALL ALL BEARING, EXTERIOR, AND/ OR SHEAR WALL SHEAR WALL LEGEND (U.N.O.) SYMBOL LEVEL REMARKS 9Q SEE S.W. SCHD 1 /SD -6 10 SEE S.W. SCHD 1 /SD -6 0 SEE S.W. SCHD 1 /SD-5 O SEE S.W. SCHO 1 /SD-6 LENGTHS SHOWN ON SHEAR WALLS ARE MMMUM SHEATHING LENGTHS VERIFY ACTUAL WALL LENGTHS WITH ARCH. PLANS. INDICATES SHEARWALL WITH CO1MUOJS RBI PER DETAIN 3 /SD-6 HOLD DOWN LEGEND (U.N.O.) let LEVEL OO HTT22 /4X4 O HTTW4X4 SEE SHEETS SD -I AND SD4 FOR HOLODOWN CONNECTIONS. DEPTH OF H.O. POST MATCH WIDTH OF WALL, U.N.O. (E.G. UPGRADE 04 TO 4X6 0 2X6 WALLS) ins CONTINUOUS FOOTING SCHEDULE din TYPE SIZE REINFORCING REMARKS W x D e o n d to u 0 give EXTERIOR SEE P.T. PLANS SEE P.T. PLANS GET. 1/SD -1 f Such INTERIOR SEE P.T. PLANS SEE P.T. PLANS DEL 2/SD -1 P.T. SLAB DESIGN PARAMETERS BLDG. TYPE CONDITION LINE LOAD POINT LOAD NTERNIR 1,000 PLF 5.0 KIPS ONE STORY PERIMETER 1.500 PLF 5.0 KIPS NOTES: I. BREEZEWAY FOOTINGS ARE 7O BE CONSIDERED AS PERIMETER FOOTINGS. 2. SLAB & FOOTING MUST BE DESIGNED TO EXCEED MAXIMUMMUM STRENGTH OF THE HARDWARE. 3. P.T. SLAB DESIGN TO BE IN ACCORDANCE WITH CURRENT SOILS REPORT RECOMMENDATIONS. 4. SLAB DEFLECTION SHALL BE PER UBC CHAPTER 18. 5. P.T. SLAB SHALL BE DESIGNED FOR THE ABOVE MINION LINE AND POINT LOADS. LINE AND POINT LOADS 91ALL BE VERIFIED BY P.T. ENGINEER FROM STRUCTURAL DRAWINGS. 6. POINT LOADS ARE IN ADDITION TO LINE LOADS 7. EXPANSIVENESS AND SULFATE CONTENT OF FILL MATERIALS TO BE 7ESTED BY SOILS ENGINEER IN ACCORDANCE WITH THE RECOMMENDATIONS IF EXPANSIVE OR SULFATE BEAM MATERIALS ARE PRESENT, THE ENGRIM OF RECORD IS TO BE IMMEDIATELY NOTIFIED OF THE SONS ENGI?*En NEW RECOMMENDATIONS. VC+ A VCA ENGINEERS 2200 W. ORANGEWOOD AVE. SUITE 150 ORANGE, CA 92868 Tel: (714) 978-9780 929-2005 AD AO Rev. # 1 08-19 -2005 CLIENT REVS. 09-01 -2005 H.M. L A Z J a. VJ • I 9 Vz n Z a: 0 2 J -J . Q w 7 Z o0 U LLw w a w LL aj O Q 3 JZJ w O Ct W Q J pQ 0 L p J mW U Y z DRAVVN BY T.D T.D. CHECKED BY T.V.D. PROJECT NO. A02137 ISSUE DATE r 07-08 -2005 w AO/ THIS DRAWING AND THE DESIGN CONCEPTS ARE PROPRIETARY TO VANDORPE CHOU ASSOCIATES, INC. AND THE DRAWING OR DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN PART OR IN WHOLE WITHOUT THE EXPRESS PERMISSION IN WRITING BY I] VANDORPE CHOU ASSOCIATES, INC. SHEET NO. 3 S -1.2 O LL PLACING OF STRANDS AND ANCHORAGES TRAINED PERSONNEL OF THE POST - TENSIONING CONTRACTOR. TECHNICAL NOTES STRESSING PROCEDURE 10. 1 TYP. EXTERIOR MAXIMUM FORCE (.8 FSU) TO 1. LAYOUT BULKHEAD BY LOCATING THE CENTER OF THE STRANDS PER STRANDS SHALL CONFORM TO ASTM A -416 COLOR -CODED COILS OF STRAND AND UNROLL THEM IN PLACE, 1. THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OVERCOME FRICTION 33,000# 0-50 Em BEGINNING AT THE DEAD -END, IF THERE IS ONE, AT LEAST 18' OF DIMENSIONS ON THE STRAND PLAN. (NOTE: BULKHEAD DOES NOT PROPERTIES OF 7 -WIRE STRAND: 1/2" DIAMETER EXERCISE CLOSE CHECKING AND RIGID CONTROL OF ALL OPERATIONS. STRAND MUST EXTEND BEYOND THE BULKHEAD AT EACH STRESSING END. CONCRETE SHALL BE MARKED BY THE OPERATOR TO STRUCTURE ABOVE. IT IS THE BUILDERS RESPONSIBILITY TO HIRE QUALIFIED a HAVE TO BE BRACED LATERALLY, THERE IS NO TENSION ON THE INDICATE IT HAS BEEN TENSIONED. TAILS MAY NOT BE DESIGN PARAMETERS UNIT ELONGATION PER FOOT W W PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAILS TEST CYLINDERS, CURED UNDER JOB SITE CONDITIONS, HAVE BEEN TENDONS UNTIL AFTER THE CONCRETE IS POURED). P (ULTIMATE) 270 KSI ANCHORS WITH 2 NAILS TIGHT TO THE BULKHEAD. 16d RING m W THE STRENGTH CALLED FOR ON THE STRUCTURAL DRAWINGS, OR 2,000 PSI MIN. 2. MARK LOCATION OF INDIVIDUAL ANCHORAGES AND DRILL A 3/4" AREA 153 SQ. IN. 3. ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF z N 21. O DIAMETER HOLE IN BULKHEAD UNLESS NOTED OTHERWISE. F (ULTIMATE) - POUNDS 41,300# CALIBRATED HYDRAULIC PRESSURE GAUGES. A CALIBRATION CHART CONFORM TO ASTM A -615 GRADE 60 (5 AND UP) rT FINAL SURFACE 4,500 E- (MODULUS OF ELASTICITY) 28,500,000 PSI OVER 10,000 ANCHORAGES IS APPROXIMATELY 3 1/2" BELOW TOP OF SLAB. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT 18 OF HOLDOWN. REINFORCEMENT SHOWN ON CONVENTIONAL FOUNDATION a (LANDSCAPE) / 3. LAY ALL STRANDS IN ONE DIRECTION, THEN LAY ALL STRANDS IN THE TRAINED PERSONNEL OF THE POST - TENSIONING CONTRACTOR. ANCHORS SHALL HAVE CURRENT I.C.B.O. NUMBERS. STRESSING PROCEDURE 10. PERPENDICULAR DIRECTION. REFERING TO THE PLAN, SELECT INDIVIDUAL 20. MAXIMUM FORCE (.8 FSU) TO OVER 9 " -1' -0" STRESSING OPERATIONS. COLOR -CODED COILS OF STRAND AND UNROLL THEM IN PLACE, 1. THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OVERCOME FRICTION 33,000# 0-50 Em BEGINNING AT THE DEAD -END, IF THERE IS ONE, AT LEAST 18' OF 11. MAXIMUM ANCHOR FORCE (.7 FSU) 28,900# 1.75 INCHES OVER 40 FEE - EXERCISE CLOSE CHECKING AND RIGID CONTROL OF ALL OPERATIONS. STRAND MUST EXTEND BEYOND THE BULKHEAD AT EACH STRESSING END. CONCRETE SHALL BE MARKED BY THE OPERATOR TO STRUCTURE ABOVE. IT IS THE BUILDERS RESPONSIBILITY TO HIRE QUALIFIED 18" 8" INDICATE IT HAS BEEN TENSIONED. TAILS MAY NOT BE DESIGN PARAMETERS UNIT ELONGATION PER FOOT PERCENTAGE BY 4, PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAILS TEST CYLINDERS, CURED UNDER JOB SITE CONDITIONS, HAVE BEEN PA POUNDS) (12 ") -AREA E 081 EXPOSURE WEIGHT ANCHORS WITH 2 NAILS TIGHT TO THE BULKHEAD. 16d RING 12. Fe = LOW RELAXATION 26.8 KSI THE STRENGTH CALLED FOR ON THE STRUCTURAL DRAWINGS, OR 2,000 PSI MIN. SHANK NAILS RECOMMENDED. PLACEMENT AND STRESSING RECESS DETAILS. AND GRADING AWAY FROM THE FOUNDATION. 3. ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF 13. POST- TENSIONING SHOP DRAWINGS MAY NOT BE DRAWN TO SCALE 21. DEFORMED REINFORCING STEEL SHALL GRADE 40 (3, #4) II,IP(MS),is MS) 5. TIE DEAD -END, IF ANY, IN PLACE APPROXIMATELY 1 -1 /2" CALIBRATED HYDRAULIC PRESSURE GAUGES. A CALIBRATION CHART CONFORM TO ASTM A -615 GRADE 60 (5 AND UP) ELEVATION DESIGNS. PLEASE VERIFY ALL CONDITIONS BEFORE STARTING. V FROM BULKHEAD. SUPPORT SO THAT THE CENTERLINE OF THE 4,500 GRADE BEAM EL GRADE 60 ((F5 UP) N OVER 10,000 ANCHORAGES IS APPROXIMATELY 3 1/2" BELOW TOP OF SLAB. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT 18 OF HOLDOWN. REINFORCEMENT SHOWN ON CONVENTIONAL FOUNDATION 4. THE POST- TENSIONING OPERATION WILL BE CONDUCTED SUCH THAT LOCATION OF BULKHEADS AND OPENINGS, ETC. 1. ICBO REPORT ER -4597 6. AT STRESSING ENDS, REMOVE WRAPPING TO APPROXIMATELY GENERAL NOTES 15 UNLESS NOTED ALL EXTERIOR WALL ANCHOR BOLTS SHALL BE 5/8" DIA 6" INSIDE THE BULKHEAD. DO NOT REMOVE GREASE. FIREPLACE FOUNDATION DETAILS. SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR 1. THIS IS TO CERTIFY THAT THE POST - TENSION FOUNDATION AND THROUGH THE BULKHEAD. HAS BEEN DESIGNED IN ACCORDANCE WITH RECOGNIZED THESE DRAWINGS ARE BASED ON STRUCTURAL PLANS DATED: 2" MAX. EXPOSED STRAND AT STRESSING END. IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATIONS, ENGINEERING PRACTICE AND FOR SOILINFORMATION AS PROVIDED BY: MAY 20, 2005 7. STRAIGHTEN TENDONS, CURVING THEN SMOOTHLY AROUND HOLES OR THE MEASURED ELONGATION, AND THE JACK GAUGE READING LEIGHTON & ASSOCIATES STRUCTURAL ENGINEERING BY: VCA OBSTRUCTIONS. PLACE SUPPORT AT CABLE INTERSECTIONS FOR OCCUR, THE JACK - GAGE -PUMP UNIT SHALL BE RECALIBRATED. PROJECT NO. 111092 -002 5" SLABS AND THICKER, TIE THE STRANDS TOGETHER. FOR 4" AND 4 1/2" AN AGREEMENT OF WITHIN 7% SHALL BE SATISFACTORY. DATED : MARCH 24, 2005 10. SLABS USE INTERMEDIATE SUPPORTS BETWEEN STRAND INTERSECTIOS, 2. PRIOR TO OBTAINING A BUILDING PERMIT, THE BUILDER SHALL STRAND TO INCREASE PLACEMENT ACCURACY. FOWARD THESE POST- TENSIONING PLANS TO SOILS ENGINEER FOR 8. CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP PORCH STEPS, DEPRESSIONS, SLOPES, PLANTER SHELVES, EXTERIOR POST - THEIR REVIEW AND APPROVAL TO BE IN CONFORMANCE WITH THEIR SHOWN THAT THE WEDGES ON THE OPPOSITE END ARE PRE - SEATED AND CAUSE IF TEAR IS LONGER THAN 4 ". SOILS REPORT RECOMMENDATIONS. THE BUILDER SHALL FOWARD ALL AND BE RESPONSIBLE FOR SAME. AT ONE END THAN AT THE OPPOSITE END. ELONGATION FROM BOTH ENDS PERTINENT SOILS REPORTS TO THE POST- TENSIONING ENGINEER CONCRETE MUST TOTAL THE ELONGATION SHOWN ON THE PLACING DRAWINGS. BEFORE, AND DURING, THE COURSE OF CONSTRUCTION OF THIS PROJECT. COORDINATE ALL DETAILS WITH ALL TRADES PRIOR TO STARING CONSTRUCTION. 1. CONCRETE SHALL BE SPECIFIED IN GENERAL NOTE 6 (UNLESS SULFATE 3• SILL ANCHORAGE PER ARCHITECTURAL PLANS. THICKEN 7% UNDER TO 7% OVER IS ACCEPTABLE. IF MEASURED ELONGATION IS NOT NEGLIGIBLE THEN FOLLOW 14 /PTD) AND CONSIST OF: CONCRETE POUR AND DURING STRESSING OPERATION. SLAB AS REQUIRED FOR CONCRETE COVERAGE AT ANCHOR MEASURED ELONGATION EXCEEDS TOLERANCE, CONTACT THE ENGINEER. 4. PORTLAND CEMENT ASTM C -150 TYPE I OR II AND AGGREGATE PER BOLTS PER UBC WHERE OCCURS. THE CONCRETE PLANS FOR COMPLIANCE WITH THE FOUNDATION RECOMMENDATIONS. ASTM C -33. WATER TO BE CLEAN AND POTABLE. CORROSIVE TAKE SAFETY PRECAUTIONS AS NECESSARY: DO NOT PERNIT WORKMEN CONTRACTOR SHALL VERIFY LOCATION OF ALL BOLTS, TIE - ADDITIVES, SUCH AS CALCIUM CHLORIDE SHALL NOT BE USED. 5. DOWNS, POST- ANCHORS, ETC., WITH STRUCTURAL PLANS VERIFY WITH LATEST SOILS REPORT TO DETERMINE IF TYPE 'V' CEMENT THE SOILS ENGINEER PRIOR TO CITY INSPECTIONS AND CONCRETE PLACEMENT. PRIOR TO COMMENCING WORK AND BE RESPONSIBLE FOR SAME. 6. TO MINIMIZE SHRINKAGE CRACKING, STRESS STRANDS TO 50% OF IS REQUIRED PRIOR TO CONSTRUCTION (REFER TO UBC 97 TABLE 19 -A -4). THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2" IN DIAMETER JACKING FORCE WITHIN TWO DAYS OF POUR AND 100% AS SOON WHICH IS TO BE FILLED AND SEALED WATER TIGHT. 4 UNLESS OTHERWISE NOTED, STOOPS, PORCHES, OR OTHER ATTACH- 7. A QUALIFIED CORROSION ENGINEER SHOULD BE CONSULTED TO DETERMINE MENTS SHALL BE CAST INDEPENDENT OF THE POST- TENSIONING SLAB. USING A CUTTING TORCH, BURN OFF EXCESS STRAND 1/2" TO 3/4" BACK 2. PLACEMENT SHALL BE IN ONE CONTINUOUS OPERATION UNLESS BACK IN HOLE. BE CAREFUL NOT TO DIRECT FLAME ON GRIPPERS. CONCENTRATIONS IN THE SOIL. OTHERWISE SPECIFIED AND SLAB SURFACE SHALL BE CURED 5. DRAINAGE: ALL SURFACE WATER MUST DRAIN AWAY FROM 3. WITH HUNTS COMPOUND OR EQUAL, OR OTHER METHODS SLAB AND NO PONDING WILL BE ALLOWED NEXT TO FOUNDATION. WITH RUST- O -LEUM PRIMER OR EQUIVALENT. USING GOOD CONSTRUCTION PRACTICES AT CONTRACTOR'S OPTION. 6. CONCRETE TO BE MINIMUM f'c =3,000 PSI AT 28 DAYS, 5' MAX. AFTER TENDONS ENDS HAVE BEEN COATED, THE CONTRACTOR SHALL DRY 3. A MINIMUM OF THREE (3) CYLINDERS /SLAB SHALL BE TAKEN TO SLUMP, 1 -1/2" MAX AGGREGATE. MAX. WATER /CEMENTITIOUS DETERMINE CONCRETE STRENGTH. CONCRETE SHALL BE UNIFORMELY TIGHT GROUT MIX SHALL BE USED. MATERIALS RATIO =0.6. USE TYPE 'II' CEMENT. CONCRETE QUALITY CONSLIDATED AND VIBRATED AROUND ANCHORAGES. PER UBC 97, TABLE 19 -A -4 AND 2001 CBC TABLE 19A -A -4. PREPARATION FOR STRESSING 7. THE SOIL UNDER PERIMETER BEAMS AND SLAB SHALL BE NEAR OPTIMUM MOISTURE PRIOR TO CONCRETE PLACEMENT 1. REMOVE POCKET FORMER. AND SHALL BE VERIFIED BY SOILS ENGINEER IN WRITING. 2. CHECK INSIDE EACH POCKET HOLE, MAKING SURE THAT PORTION OF ANCHORAGE B. AN UNDERLAYMENT OR SLIP SURFACE SHALL BE APPLIED UNDER THE POST - IS CLEAR. IF A FILM OF CEMENT PASTE HAS INTRUDE, REMOVE IT COMPLETELY, TENSIONED SLAB, SEE SOILS REPORT. VISQUEEN AND SAND THICKNESS LISTED ARE PER SOILS REPORT SEE TABLE "A" BELOW z T 2 TYP. STEM WALL CONC. CURB W a SEE ARCH DWGS. m of N o v Q Q W W Q 1/2"4 STRAND J M ° a Wo N 1/2 "0 STRAND z Z FINAL SURFACE LANDSCAPE) 111 = I II r III - II * SAND OVER Z VISQUEEN Eo NATURAL OR COMPACTED 1 - #5 BOTTOMFINISHGRADE BRICK VENEER 9,> BASE (IF OCCURS) NOTE: DEEPEN EXT. FOOTING AT HD'S. NOTE: SAND SHALL ALSO BE PROVIDED IN GARAGE SLAB AREA FOR CONCRETE CURING. REFER TO TABLE 'A' ON THIS SHEET 6 TYP. STEP DETAIL I AT PARTITION WALLS ONLY 1 - #4 CONT. WHEN z I i to SAND OVER + VISQUEEN iE ATURAL OR COMPAC EO 1 - #5 BOTTOMFINISHGRADE BRICK VENEER 3 91• BASE (IF OCCURS) Nom: DEEPEN EXT. 1'_0" FOOTING AT HD S. NOTE: SAND SHALL ALSO BE PROVIDED IN GARAGE SLAB AREA FOR CONCRETE CURING. REFER TO TABLE 'A' ON THIS SHEET TYP. CORNERS 5 S D I N 12 "t6" 6' -0" MIN. TRANSITION CURVE @ ALL CORNERS TYP. U.O.N. SEE PLAN FOR LAYOUT & SPACING OF CABLES 3. INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. TYP. EXTERIOR TIE BEAM9. POST - TENSIONING: Q 4. PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB. A. STRESSING RAMS SHALL HAVE BEEN CALIBRATED. A YELLOW CRAYON AND A WOODEN CARPENTERS RULE ARE RECOMMENDED. B. TENDON STRESSING SHALL BE PERFORMED BY FACTORY J PLAN 11 JkL-PERIMETER PT. BEAM FINISH PER ST M WALL EXTERIOR TIE BEAM ARCH. SEE RCH. DWG. 1 IF APPLICABLE 1 1 N Q ~ I Wwm THE STRUCTURAL ENGINEER. @ 4'- 0 "o.c. OR IN ACCORDANCE WITH ORIGINAL STRUCTURAL PLANS. 1 - #5 TOP & BOT. _o 2 TOTAL) EMBED. 5. INDEPENDENT INSPECTOR SHALL RECORD ALL JACKING FORCES AND 16. INTERIOR WALLS MAY BE ANCHORED WITH 7/32" DIA. SHOT PINS @ 2'- 0 "o.c. 2' -6" INTO ADJACENT ELONGATIONS AND SUBMIT PROMPTLY TO THE STRUCTURAL ENGINEER FOR APPROVAL. EXCEPT WHERE ANCHOR BOLTS ARE SPECIFICALLY CALLED FOR SPACING OF FOOTING OR STANDARD 1' -0" LESS THAN 6'- 0 "o.C., SHOT PINS SHALL HAVE AN I.C.B.O. APPROVAL NOMBER. HOOK. 6. THE MAXIMUM JACKING FORCE SHALL NOT EXCEED 80% OF SHOT PINS SHALL HAVE AN I.C.B.O. APPROVAL NUMBER. THE ULTIMATE FORCE OF THE TENDON. (41.3 x .80 = 33.0 KIPS). CRACK CONTROL JOINT17. CABLE LOCATIONS SHOWN ON PLAN ARE FOR PLACING CONENIENCE 7. TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 70% AND MAY VARY BUT NOT TO EXCEED THE MAX SHOWN ON PLAN. OF THE ULTIMATE FORCE OF THE TENDON. (41.3 x .70 = 28.9). 1 2 18. D.E. AND S.E. MAY BE REVERSED END TO END. 8 THE STRESSING OPERATION PROCEEDS AS FOLLOWS: D' TRAINED PERSONNEL OF THE POST - TENSIONING CONTRACTOR. ANCHORS SHALL HAVE CURRENT I.C.B.O. NUMBERS. STRESSING PROCEDURE 10. SAFETY: DO NOT STAND BEHIND OR OVER RAM DURING 20. THE CONCRETE FOUNDATIONS FOR THIS PROJECT WERE NOT DESIGNED OVER 9 " -1' -0" STRESSING OPERATIONS. GROMMET HOLE TO MAKE SURE THAT THE ANCHORAGES ARE FREE 1. THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL TO RESIST PERPETUAL MOISTURE OR WATER INTRUSION INTO THE 0-50 Em OF A PERSON EXPERIENCED IN THIS TYPE OF WORK; HE MOST 11. UPON COMPLETION OF EACH TENDON INSTALLATION, THE ADJACENT 1.75 INCHES OVER 40 FEE - EXERCISE CLOSE CHECKING AND RIGID CONTROL OF ALL OPERATIONS. W CONCRETE SHALL BE MARKED BY THE OPERATOR TO STRUCTURE ABOVE. IT IS THE BUILDERS RESPONSIBILITY TO HIRE QUALIFIED 18" 8" INDICATE IT HAS BEEN TENSIONED. TAILS MAY NOT BE DESIGN PARAMETERS 2. THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE PERCENTAGE BY REMOVED UNTIL TENSIONING HAS BEEN VERIFIED. TEST CYLINDERS, CURED UNDER JOB SITE CONDITIONS, HAVE BEEN BUT NOT LIMITED TO VISQUEEN UNDER THE FOUNDATION, PLUMBING LEAKAGE, EXPOSURE WEIGHT TESTED AND INDICATE THAT THE CONCRETE IN THE MEMBER HAS ATTAINED 12. POST- TENSIONING SHOP DRAWINGS ARE ONLY FOR STRAND THE STRENGTH CALLED FOR ON THE STRUCTURAL DRAWINGS, OR 2,000 PSI MIN. FIXED DISTANCE FROM THE EDGE OF THE SLAB. PLACEMENT AND STRESSING RECESS DETAILS. AND GRADING AWAY FROM THE FOUNDATION. 3. ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF 13. POST- TENSIONING SHOP DRAWINGS MAY NOT BE DRAWN TO SCALE 21. HYDRAULIC JACKS OR EQUAL, EQUIPPED WITH ACCURATE READING, II,IP(MS),is MS) AND ARCHITECTURAL DRAWINGS MAY SHOW VARIATIONS FOR ALTERNATE 4,000 CALIBRATED HYDRAULIC PRESSURE GAUGES. A CALIBRATION CHART AT HOLDOWNS. PROVIDE #4 BAR x 4' -0' LONG CENTERED AT INTERIOR ELEVATION DESIGNS. PLEASE VERIFY ALL CONDITIONS BEFORE STARTING. V SHALL ACCOMPANY EACH JACK. 4,500 AND EXTERIOR HOLDOWN (U.N.O.). OMIT BAR IF STRAND EXIT WITHIN SHEAR CONE t) OVER 2.00 OVER 10,000 14. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT 18 OF HOLDOWN. REINFORCEMENT SHOWN ON CONVENTIONAL FOUNDATION 4. THE POST- TENSIONING OPERATION WILL BE CONDUCTED SUCH THAT LOCATION OF BULKHEADS AND OPENINGS, ETC. ACCURATE ELONGATION OF THE PRESTRESSING STEEL CAN BE RECORDED REMOVE THE RAM. AND COMPARED WITH THE COMPUTATIONS SUBMITTED AND APPROVED BY 15 UNLESS NOTED ALL EXTERIOR WALL ANCHOR BOLTS SHALL BE 5/8" DIA PLAN 11 JkL-PERIMETER PT. BEAM FINISH PER ST M WALL EXTERIOR TIE BEAM ARCH. SEE RCH. DWG. 1 IF APPLICABLE 1 1 N Q ~ I Wwm THE STRUCTURAL ENGINEER. @ 4'- 0 "o.c. OR IN ACCORDANCE WITH ORIGINAL STRUCTURAL PLANS. 1 - #5 TOP & BOT. _o 2 TOTAL) EMBED. 5. INDEPENDENT INSPECTOR SHALL RECORD ALL JACKING FORCES AND 16. INTERIOR WALLS MAY BE ANCHORED WITH 7/32" DIA. SHOT PINS @ 2'- 0 "o.c. 2' -6" INTO ADJACENT ELONGATIONS AND SUBMIT PROMPTLY TO THE STRUCTURAL ENGINEER FOR APPROVAL. EXCEPT WHERE ANCHOR BOLTS ARE SPECIFICALLY CALLED FOR SPACING OF FOOTING OR STANDARD 1' -0" LESS THAN 6'- 0 "o.C., SHOT PINS SHALL HAVE AN I.C.B.O. APPROVAL NOMBER. HOOK. 6. THE MAXIMUM JACKING FORCE SHALL NOT EXCEED 80% OF SHOT PINS SHALL HAVE AN I.C.B.O. APPROVAL NUMBER. THE ULTIMATE FORCE OF THE TENDON. (41.3 x .80 = 33.0 KIPS). CRACK CONTROL JOINT17. CABLE LOCATIONS SHOWN ON PLAN ARE FOR PLACING CONENIENCE 7. TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 70% AND MAY VARY BUT NOT TO EXCEED THE MAX SHOWN ON PLAN. OF THE ULTIMATE FORCE OF THE TENDON. (41.3 x .70 = 28.9). 1 2 18. D.E. AND S.E. MAY BE REVERSED END TO END. 8 THE STRESSING OPERATION PROCEEDS AS FOLLOWS: LOCATION OF CRACK CONTROL JOINT WHEN NEAR BEAM ZIP STRIP OR EQUAL DO NOT SAWCUT DO NOT USE IN GARAGE P.T. SLAB 1/2" STRAND FORMED V- GROOVE a' I I L2C ONTROL JOINT 1 USE IN GARAGE7 1 NOTE: ADDITIONAL CONTROL JOINTS CAN BE PLACED AT CONTRACTOR'S OPTION IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICES. 3 TYP. GARAGE EXT. a J J a of 1/2 "0 STRAND CONC. DRIVE BY ,) v N OTHERS -REFER za = TO ARCH. Tn= rrr rl ' '`itt= III =III I El I I „I I I =I I I 1 - #5 BOTTOM 9„ MIN. NOTE: SAND SHALL ALSO BE PROVIDED IN GARAGE SLAB AREA FOR CONCRETE CURING. 4E REFER TO TABLE 'A' ON THIS SHEET SCHEDULE D' 19. ANCHORS SHALL HAVE CURRENT I.C.B.O. NUMBERS. V -6" OVER 3" -6" REMOVE GROMMETS AT THE STRESSING ENDS; CHECK INSIDE EACH 20. THE CONCRETE FOUNDATIONS FOR THIS PROJECT WERE NOT DESIGNED OVER 9 " -1' -0" 3' -0" GROMMET HOLE TO MAKE SURE THAT THE ANCHORAGES ARE FREE 4' -0" TO RESIST PERPETUAL MOISTURE OR WATER INTRUSION INTO THE 0-50 Em FROM CEMENT PASTE; NOT REMOVE PASTE FROM ANCHORAGE. M FOUNDATION WHICH COULD MIGRATE INTO FLOORING MATERIALS OR THE 1.75 INCHES OVER 40 FEE - 51 90 W 5" STRUCTURE ABOVE. IT IS THE BUILDERS RESPONSIBILITY TO HIRE QUALIFIED 18" 8" INSERT WEDGES, SIDE BY SIDE, BY HAND INTO EACH ANCHORAGE. DESIGN PARAMETERS CONSULTANTS RELATING TO ALL WATER INTRUSION AND MOLD ISSUES INCLUDING PERCENTAGE BY SULFATE(SO SIN NORMAL - WDGHT BUT NOT LIMITED TO VISQUEEN UNDER THE FOUNDATION, PLUMBING LEAKAGE, EXPOSURE WEIGHT PUT PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A CEMENT TYPE APPROPRIATE CARPETING MATERIALS, LANDSCAPING AND LANDSCAPE MAINTENANCE, Negligible FIXED DISTANCE FROM THE EDGE OF THE SLAB. 0 -150 AND GRADING AWAY FROM THE FOUNDATION. STRESS THE STRAND TO 33 KIPS. 21. 18" SQ. MIN. x (Le + dio + 3" CLR.) MIN. DEEP PAD TO BE PROVIDED II,IP(MS),is MS) 0.50 4,000 Severe AT HOLDOWNS. PROVIDE #4 BAR x 4' -0' LONG CENTERED AT INTERIOR 1,500 - 10,000 V SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC 4,500 AND EXTERIOR HOLDOWN (U.N.O.). OMIT BAR IF STRAND EXIT WITHIN SHEAR CONE t) OVER 2.00 OVER 10,000 SEATING DEVICE BUILT INTO THE RAM. 0.45 18 OF HOLDOWN. REINFORCEMENT SHOWN ON CONVENTIONAL FOUNDATION PLANS (ANCHOR BOLTS AND HOEDOWN DETAILS) ARE SUPERSEDED BY THIS NOTE. REMOVE THE RAM. 22. SEE ARCHITECTURAL (OR MANUFACTURERS) DRAWINGS FOR FIREPLACE FOUNDATION DETAILS. MEASURE FINAL ELONGATION. RECORD ELONGATION. 23. THESE DRAWINGS ARE BASED ON STRUCTURAL PLANS DATED: 9. IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATIONS, MAY 20, 2005 THE MEASURED ELONGATION, AND THE JACK GAUGE READING STRUCTURAL ENGINEERING BY: VCA OCCUR, THE JACK - GAGE -PUMP UNIT SHALL BE RECALIBRATED. AN AGREEMENT OF WITHIN 7% SHALL BE SATISFACTORY. T T tSPECIALNOTES 10. TENDONS STRESSED FROM ONE END ONLY SHALL BE SO INDICATED ON 1. THE CONCRETE CONTRACTOR SHALL VERIFY LOCATION OF ALL ANCHOR THE PLACING DRAWINGS. TENDONS THAT ARE STRESSED FROM BOTH ENDS BOLTS, HOEDOWNS, POST- ANCHORS, PLAN DIMENSIONS,FRAMING, PATIOS, NEED NOT BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE PORCH STEPS, DEPRESSIONS, SLOPES, PLANTER SHELVES, EXTERIOR POST - SHOWN THAT THE WEDGES ON THE OPPOSITE END ARE PRE - SEATED AND CAUSE PADS, WALLS AND ALL OTHER DETAILS PRIOR TO COMMENCING WORKNOSLIPPAGEOFTHETENDON. THESE TENDONS MAY HAVE MORE ELONGATION AND BE RESPONSIBLE FOR SAME. AT ONE END THAN AT THE OPPOSITE END. ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE PLACING DRAWINGS. 2. COORDINATE ALL DETAILS WITH ALL TRADES PRIOR TO STARING CONSTRUCTION. 11. ELONGATIONS SHOWN ARE BASED ON .70 F'S. MEASURED ELONGATION 3. SPECIAL INSPECTION REQUIRED FOR REINFORCEMENT AND PT BEFORE 7% UNDER TO 7% OVER IS ACCEPTABLE. IF MEASURED ELONGATION CONCRETE POUR AND DURING STRESSING OPERATION. MEASURED ELONGATION EXCEEDS TOLERANCE, CONTACT THE ENGINEER. 4. THE SOILS ENGINEER TO REVIEW THE POST- TENSIONED SLAB -ON -GRADE PLANS FOR COMPLIANCE WITH THE FOUNDATION RECOMMENDATIONS. 12. TAKE SAFETY PRECAUTIONS AS NECESSARY: DO NOT PERNIT WORKMEN TO STAND BEHIND OR ABOVE JACKS WHILE STRESSING TENDONS. 5. THE SLAB -ON- GRADE, SUB - GRADE, AND FOOTINGS SHALL BE OBSERVED BY THE SOILS ENGINEER PRIOR TO CITY INSPECTIONS AND CONCRETE PLACEMENT. SEALING STRESSING HOLES 6. TO MINIMIZE SHRINKAGE CRACKING, STRESS STRANDS TO 50% OF 1. THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2" IN DIAMETER JACKING FORCE WITHIN TWO DAYS OF POUR AND 100% AS SOON WHICH IS TO BE FILLED AND SEALED WATER TIGHT. AS CONCRETE REACHES 2,000 PSI. 7. A QUALIFIED CORROSION ENGINEER SHOULD BE CONSULTED TO DETERMINE 2. USING A CUTTING TORCH, BURN OFF EXCESS STRAND 1/2" TO 3/4" BACK THE PROTECTION OF POST- TENSIONING STEEL AND REINFORCEMENT DUE TO CHLORIDE BACK IN HOLE. BE CAREFUL NOT TO DIRECT FLAME ON GRIPPERS. CONCENTRATIONS IN THE SOIL. USE A LARGE HOT FLAME AND COMPLETE THE CUT AS QUICKLY AS POSSIBLE. 3. PAINT EXPOSED ANCHORAGE, GRIPPERS, AND STUB OF STRAND WITH RUST- O -LEUM PRIMER OR EQUIVALENT. 4. AFTER TENDONS ENDS HAVE BEEN COATED, THE CONTRACTOR SHALL DRY PACK BLOCKOUTS WITHIN 10 DAYS. A NON- METALIC,NON- SHRINK, WATER TIGHT GROUT MIX SHALL BE USED. LOCATION OF CRACK CONTROL JOINT WHEN NEAR BEAM ZIP STRIP OR EQUAL DO NOT SAWCUT DO NOT USE IN GARAGE P.T. SLAB 1/2" STRAND FORMED V- GROOVE a' I I L 2C ONTROL JOINT 1 USE IN GARAGE7 1 NOTE: ADDITIONAL CONTROL JOINTS CAN BE PLACED AT CONTRACTOR'S OPTION IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICES. 3 TYP. GARAGE EXT. a J J a of 1/2 "0 STRAND CONC. DRIVE BY ,) v N OTHERS -REFER za = TO ARCH. Tn= rrr rl ' '`itt= III =III I El I I „I I I =I I I 1 - #5 BOTTOM 9„ MIN. NOTE: SAND SHALL ALSO BE PROVIDED IN GARAGE SLAB AREA FOR CONCRETE CURING. 4E REFER TO TABLE 'A' ON THIS SHEET SCHEDULE D' L' 0 " -3" V -6" OVER 3" -6" 2' -0" OVER 6 " -9" 2' -6" OVER 9 " -1' -0" 3' -0" OVER 1'- 0 " -1' -3" 4' -0" OVERALL INTER. FOOTING 0-50 9 TYP. INT. FOOTING CURB WF OCCURS 1' -0" REFER TO TABLE 'A' ON THIS SHEET 13 DEEPENED FOOTING FINISH GRADE WI a.L TABLE A (* ) HORIZ. REBARS 0 -33" N/A OVER 33 " -40" 1 - #4 CONT. AT BOTTOM OMIT AT BEAM STRAND IF OCCURS) OVER 40 " -54" 2-#4 CONT. EXPANS. INDEX SLABTHK. SAND IN /MILL /IN) DEPTH OF EMBEDM EXTERIOR FTG. OVERALL INTER. FOOTING 0-50 Em o M 1,500 PSF 1.75 INCHES OVER 40 FEE - 51 90 W 5" 2 "/10 MIL /2" 18" 8" PTT. DESIGN PARAMETERS 12' 1/2" 4 STRAND 4 0 24" VERT. BARS ONLY IF 'E' EXCEEDS 24" AND IS NOT GREATER THAN 30" REFER TO TABLE BELOW H" HORIZ. REBARS 0 -33" N/A OVER 33 " -40" 1 - #4 CONT. AT BOTTOM OMIT AT BEAM STRAND IF OCCURS) OVER 40 " -54" 2-#4 CONT. 1,500 PSF 1.75 INCHES OVER 40 FEEL Ym 2.0" 0.4" 51 -90 MAXI - Em o M 1,500 PSF 1.75 INCHES OVER 40 FEE - J W SO4) IN SOIL i 0 o o SULFATE PERCENTAGE BY SULFATE(SO SIN NORMAL - WDGHT CONCRETE, P511 EXPOSURE 12' 1/2" 4 STRAND 4 0 24" VERT. BARS ONLY IF 'E' EXCEEDS 24" AND IS NOT GREATER THAN 30" REFER TO TABLE BELOW H" HORIZ. REBARS 0 -33" N/A OVER 33 " -40" 1 - #4 CONT. AT BOTTOM OMIT AT BEAM STRAND IF OCCURS) OVER 40 " -54" 2-#4 CONT. 0 -50 CENTER EDGE BEARING PRESSURE MAXIMUM DIFFERENTIAL SETTLEMENT (IF APPLICABLE) Em 5.5' 3.0' 1,500 PSF 1.75 INCHES OVER 40 FEEL Ym 2.0" 0.4" 51 -90 MAXI - Em 5.5' 3.0 1,500 PSF 1.75 INCHES OVER 40 FEE - Ym 2.4" 0.8" STEP DETAIL @ CONTRACTORS OPTION 7V . -FER TO TABLE 'A' ON THIS SHEET 1O EXTERIOR POTSHELF oil JJ o UZ FINISHED GRADE 1 - #4 PER I 1' -0" REFER TO TABLE 'A' ON THIS SHEET 1/2 "0 STRAND 1 - #5 BOTTOM 14 RAISED STEM WAU SEE "H" OVER 18" ARCH. ONLY x s s1/2 4 STRAND EQ. o EQ. N w of s v, z M 0 I N NOTE: nj LOCATE FIRST VERTICAL BAR 9" 3„ MAX. 3" FROM FACE OF CONC. AT ENDS OF STEM WALL) 12^ H" HORIZ. VERT. 0 -12" N/A N/A OVER 12 " -18" 2- #4 (CONT.) 4 AT 24" O.C. OVER 18 " -30" 3- #4 (CONT.) 4 AT 12" O.C. VANDOR" Cam! THIS SUBMITTAL M" TqL HAq BEEN R EWED FORCONCEPTCOMPLIANCEWITHDESIGN NO EXCEPTIONS TAKEN ED MAKE CORRECTIONS AS NOTEDREJECTED t El 1/2 "4 STRAND SEE ARCH OR PLAN OPTIONAL SINGLE POUR OR SECOND POUR ON ROUGH SLAB SURFACE OR WITH SAND Z_ I I- 1111 =„ I_I I -1' N III- #3 @ 18" E.W. OR 6X6 X 6X6 TIE CABLES AT INTERSECTION SUPPORT ON CONC. BLOCK OR 5 BOTTOM PLASTIC CHAIR -SEE PLAN FOR CABLE SPACING 1' -6 "t EXPOSED STRAND @ DEAD ENDS TYP. OFFSET DETAIL 8 1, -6„ 4 ®18" O C 31h" ALL ANCHORS TYP. CONSTRUCTION JOINT OPTIONAL a #4 @ 18" O.C. w MIN. HORIZ. REINF. LID N I W N Q 4 OR 1/2 "0 STRAND CONT. 4 OR 1/2 "0 STRAND CONT. NOTE: SAND SHALL ALSO BE PROVIDED IN GARAGE SLAB AREA FOR CONCRETE CURING. REFER TO TABLE 'A' ON THIS SHEET 11 PAD FOOTING NOTE: FOR COMPLETE INFO SHOWN Rrrco TO 1 REINFPER I NOT ioT -n Mo .. croAND z to I INTERIOR J ' - REINF. PER PLAN PER PLAN EXTERIOR 15 DETAIL 1997 U.B.C. TABLE 19 -A -4 / 2001 CBC TABLE 19A -A -4 REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE - CONTAINING SOLUTIONS BY 8/19/05 kAREVISIONS REV.. DEPT NORMAL - WEIGHT 8/19/05 REV. 1 r 11/15/D5 AGGREGATE AYT WATER - SOLUBLE 1997 U.B.C. TABLE 19 -A -4 / 2001 CBC TABLE 19A -A -4 REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE - CONTAINING SOLUTIONS 1. A lower water - cementitious materials ratio or higher stength may be required for low permeability or for protection against corrosion of embedded items or freezing and thawing (Table 19 -A -2). 2. Seawater. 3. Pozzolan that has been determined by test or service record to improve sulfate resistance when used in concrete containing Type V cement. BY 8/19/05 kAREVISIONS REV.. DEPT NORMAL - WEIGHT 8/19/05 REV. 1 EPN 11/15/D5 AGGREGATE AYT WATER - SOLUBLE MAXI - c - SULFATE CEMENTITIOUS WIGHT AND SO4) IN SOIL MATERIALSWEIG RATIO, LIGHTWEIGHT SULFATE PERCENTAGE BY SULFATE(SO SIN NORMAL - WDGHT CONCRETE, P511 EXPOSURE WEIGHT WATER PPM CEMENT TYPE kGGREGATE CONCRETE Negligible 0.00 -0.10 0 -150 Moderate 2 0.10 -0.20 150 -1,500 II,IP(MS),is MS) 0.50 4,000 Severe 0.20 -2.00 1,500 - 10,000 V 0.45 4,500 Very severe OVER 2.00 OVER 10,000 V PLUS 3 POZZOLAN 0.45 4,500 1. A lower water - cementitious materials ratio or higher stength may be required for low permeability or for protection against corrosion of embedded items or freezing and thawing (Table 19 -A -2). 2. Seawater. 3. Pozzolan that has been determined by test or service record to improve sulfate resistance when used in concrete containing Type V cement. V C213 W 0) It W CC) CX2 62 n CO w Z 07 aj FW d Co IIL-1 Zt- Xx E-4 ,s ° a 44 P4 z Q7ZNO j _VWJU WCD Z¢w =ONZ Cj ciw NW W WO_'Wp N OZ zmof1faxxw-Z V) N N NWO¢ Z W N4wo 7' -_ C Kw= ¢ck =:>?pz o cixu: ow a WW(n ZZ W 0003WZQ N 30 gmof C> U_ Z ZWW 04 a H A C E=04 w H w NOTES & DET pI AR y z NO. CO 486 3- -07 I V 11.. P F CALIFG I0101ZI CHECKED B. A. DATE MARCH 18, 2005 SCALE N.T.S. JOB No. BA341 h, w d Q E- 0aa BY 8/19/05 kAREVISIONS REV.. DEPT EPN 8/19/05 REV. 1 EPN 11/15/D5 CLIENT AYT V C213 W 0) It W CC) CX2 62 n CO w Z 07 aj FW d Co IIL-1 Zt- Xx E-4 ,s ° a 44 P4 z Q7ZNO j _VWJU WCD Z¢w =ONZ Cj ciw NW W WO_'Wp N OZ zmof1faxxw-Z V) N N NWO¢ Z W N4wo 7' -_ C Kw= ¢ck =:>?pz o cixu: ow a WW(n ZZ W 0003WZQ N 30 gmof C> U_ Z ZWW 04 a H A C E=04 w H w NOTES & DET pI AR y z NO. CO 486 3- -07 I V 11.. P F CALIFG I0101ZI CHECKED B. A. DATE MARCH 18, 2005 SCALE N.T.S. JOB No. BA341 h, w d Q E- 0 aa 19' -6" 25' -0" 61' -0" 62' -6" 19' -6" 13' -0" 27' -0" 53' -0" 43' -6" 24' -0" Al 3/8" Al 7/8" L\4 7/8" A5" Al 3/8" 47/8" A2 1/8" A4 1/8" A3 3/8" L1 7/8" BLU -ORA GREEN NO COLOR RED -GRN BLU -ORA RED -ORA GRN -YEL BRN -GRY WHT -GLD BLU -PUR TYP E 2' -9 "t AT 2' -10 C 3 AT 2' -9 t - - - 2 AT 3'- 3' -2 "f 2 AT ' -8 "t C 4 AT ' -0 "t 4 AT 3' -1 "t 1 -1 84' -10" TYP. 3' -s" 4' -3" 38' -0" 21' -6" 254" 11 D5 ti AfF_ -I G I 2 - #4 TOP & 3OTTOM F I 1 ( I ( I 0P 0P I I P5 EXTEND 3' -0" PAST EA. PANEL. N o f I I I I I of J R X ' I I I I I 24" SO. x DEPTf{ tiwlIREQUIRED 5'- 6 "/5' -6" IY 0 I I I I w / #4 AT 12" B0 . e I ° I GJe I I s 10 0 D VERI PIPE LOCATION PTD0 /' I_ W/ LUMB PLA S — I L I I -- —_ J L - -- __ J I 3 L n I I Z I — — — — — — _ _ _ J L — — — — — I I w zI12N> W w MQm oo r -- - - - - -- r— - -- - -- —_, r -- - -- -- - -, r - -_ — o as F_ - -- - -- - --1 -- - 1 11 I I I I l i ° I 0 I I I iV 1 Q 0 I I I I I I T es I (I I I I I I I TYp, I I 24" SQ. x qE I AS REQU RED I I I I 9 w AT T. E.W. 1 2 - #4 TOP & BOTTOM I PTD I I t 6' 1 I . °EST I J EXTEND 3' -0' PAST EA. PANEL. I I I I I O I I I I 10 I L— - -J L -- — — -- - - - Nr 2 - #4 x 6' -0" . -- 1 E- - - E -- - -- - / J . 12 I I I I TYP. (AS SHOWN) . I I I I ,/ I g _4" 5 00 6'-4" 7 I I I I I ' I D L -- - -- - -J -- - -- - -- - - 4'- 3 "/4' -6" o0 0 \} I I I NNE "' 5' -s" ( I 1-#4 TOP &BOTTOM I I I r -- - -- - -- - - r— -- -- ' Ndzao 9. -6., I I I I I I I 1 I I I I I o J L -- - -- -- - } ° I^ I L_ Nam i r— - -- - -- -- - -- -- -- 12" MAX OFFSET - I I I TYP. 1 r 1 FOR PLUMBING I I I 9 ( I 5' -6" 3' -6" I I I I I I I PTD I N VERIFY PIPE LOC TION 5 -4" 3' -2' 6' -8 3''2" 9' -6 o I I I W/ PL MB PLAN 1 3'/3' I I 1 13 to zco I I I I 1 t 3'/3'/6'/3'-3" I I I I 1 L -- - -- - --1 L1-- - SiM. r - -- I I INam Y' PTO i CRACK C NTROL J01 T 1 , C CK CONTR L JOINT „.r.F r • r I /' I I I r I Ma I I I O, I I I , - r l I I / rr r I t I I I I I U Ln Na a r -- .r rr .r _ _ r _ I I I I I I 200 U0 r1 I I , Cn4 A ao I i- -- I - -- - %\1 i- - - -- I I I I 1 9. .. I o ado I I -- - -- II I I. I I - I I I oo° 10" I i I I 1M1 16 I I c1 N I 1 #4 TOP & BO OM 1= I I I I v I I MM= 11 I I =1 s' s" 1'' I ° I 1 9X I I I 3' -4" 10" N a 3 0D ° ° I I I I I i - #41 T P& BOTTO I o 9' I I PTD i o I I PI t2 I \ I_ I I I I J _ 2QoTYP. I I I : I I I III I 11 1 I _ - - -1 L_ - _ _ _ Lar P$D I I I 24" SQ. x gE I AS REQUREDSTB _ — o -- o — I __J= _— — J _ —_ - -- r -- I I I III i.NY I I I W/ AT 12, q1. E.W. — -- — — L- - - - - -- — = i- i I I I I am I// , 2 - #4 TOP & B IOM I ? J +\' S I — I ` is i I 1 1 I I I i #4 AT 12" O.C. " M J L EXTE D 3' -OJ P T EA_PAN L. J -2 8' -8" '-2' 3' -2' I I i 1 I it Al MID DEPTH ° - I & 00 n o 5; a 1 - - - - - - - _ 1 r - _ - - - - --1 r _ o , ° CRACK COtJTR JOINT I= I , I I I I I II i ' a o 5 /4' -9 "/4' 6° I I GST III aO aO I I I // I I 11 1 II 1 - #4 TOP & BOTTOM x I I I i 12 i i oG e9 I o L__- __ ^rI w io \° 4' 6" 4' -6" r - -- rya 1 H 1 I I I I I 24" SQ. x dE h AS REQU RED - I -- - I - 1 r$ 9" I 11 I m I I I w/ AT 121' OT. E.W. ? t 2 12' am I I I I 1 I JA2J1x / ' I I N m} I I I _( I_ #4I T I& BOU0 I i 9 5 I -1 4 TOP & BO OM I I I I D° to I I < damll'jII I I tt# TOP B TTOM I I I I M 24 -0" Al I- - -- OJ L__ I I ____ _I J I I I Ii I I I 2t' -6 BLU -PURZ I I 0 I 0 Al 5/8" a 00 CIE I `i _ cl I — - - -- - - -- — — BLU -BRN oMCaJL_— J i r' L_ MC.9 N Oil 1• to T _ _ 1 - 1. " _ rnmAT ^am 4A _1710 D. .. I a 11 I N I N 3'- 3 " /s' -6" 11 0 - 11 3'- 3 " /6' -s" I N 1 - #4 TOP & BOTTOM N 1 6'- 6 "/3' -3" 11 3'-6 "/3'-6 "; 21' -6" 14' -6" 4' 2" 6' -8" 4' 2" or s u!I 38' -0" 11' -0" 16' -6" 19' -4" 84' -10" 2' -9 "t 2' -10 "t NOTE 2 AT 3' -1 "L4 14' -0" 30' -0" 30' 6" 27' -0" 31' -0" 14' -0" 12' -0" 1" n2 3/8" 0 FOR COMPLETE DIMENSIONING, p2 1/8" A2 3/8" Al" A7 /8" RED -WHT GRN -GRY CALL -OUTS, FURR -OUTS & HARDWARE GRN -YEL ORANGE RED -WHT RED -BLU SCHEDULE. REFER TO ARCHITECTURE AND STRUCTURAL PLANS. 0 SEE GENERAL NOTE 21 ON PTD SHEET FOR STEEL REINFORCEMENT AT HOEDOWNS. PT. SLAB PLAN `RECREATION BLDG.' SHEAR WALL ANCHOR BOLT SCHEDULE SYNftL RENAR %T 0 SEE uEraa vsn-e IR Tcc PEraa vtn-e QSEE maa vso-s OSEE EfaM1 1 /SD-6 LENGTHS SHRVN ox SHEAR WALLS ARE xRIlMIM SHEATHING LENGTHS VERffT ACTUAL WALL IFNGTHS WITH ARpRTECTUtAL PLANT. 1 INDICATES SHFARVALL V11X CRifMAJT RIM PER OETAR 3/SD-6 HOLD DOWN SCHEDULE (U.N.O.) srHRa PaAmATnel aEwa%s GO Hfi22 /+X4 OHrrzz/ +x+ NOTE, SEE SHEETS so-1 am so-G Ptx xaoROVx cor+ccrnNls. DEPTH ff no. POST 70 HATCH WIDTH 6 WALL, VNII (EG UPGRADE + %+ TG 0 REVISIONS BY Qj 8/19/05 BLDG. DEPT EPN 0 8/19/05 RD EPN 11/15/05 CUEI11 AYT CI- IO; W -t 04 CO O co CoMC \2 W m 1— 04c E-4 LLo x wLz oN F =O U =0 JC7W=°CS;R zwa:c" r W¢ rr 3E>!w rZV 7W W WZ N UZ Z mOCrX Z} (nZ WNN mdQQA-w JpZ n-W =NIJJZ n4WOZ Wc, U0c> wOC?C vX03ww o f-C> moWOww- 40 1- 01 UwWpc:lOp 2 w aQ vli p3o m.'z 0 Z 1 PIQ • w U) O E a A O w pqA w PQ cn C~ F+1 w oQROFESSlO NO. C 466 EXP - 1 -07 rql CIV1 *,Q FOF 1F R EPN CHECKED B. A. DATE MARCH 18, 2005 1/4 1p sCALi,_0>, JOB No. BA341 PT -1 2 OF 3 SHEETS UI0 W d a F 0 0. 6 ! 2 %6 VALES) REVISIONS BY Qj 8/19/05 BLDG. DEPT EPN 0 8/19/05 RD EPN 11/15/05 CUEI11 AYT CI- IO; W -t 04 CO O co CoMC \2 W m 1— 04c E-4 LLo x wLz oN F =O U =0 JC7W=°CS;R zwa:c" r W¢ rr 3E>!w rZV 7W W WZ N UZ Z mOCrX Z} (nZ WNN mdQQA-w JpZ n-W =NIJJZ n4WOZ Wc, U0c> wOC?C vX03ww o f-C> moWOww- 40 1- 01 UwWpc:lOp 2 w aQ vli p3o m.'z 0 Z 1 PIQ • w U) O E a A O w pqA w PQ cn C~ F+1 w oQROFESSlO NO. C 466 EXP - 1 -07 rql CIV1 *,Q FOF 1F R EPN CHECKED B. A. DATE MARCH 18, 2005 1/4 1p sCALi,_0>, JOB No. BA341 PT -1 2 OF 3 SHEETS UI0 W d a F 0 0. Vim-`— - ii i 3 O i 0 0 0 0 0 z O wry ry cn 0 0 C z 0 O Li i a> s_ O C LLJ O N OJ 1 W Q Q t <' N U ow 00 N n JJ J 0 N 1 o 0 I, 0 0 C a O 1-* V O bw PF Lj GSTS s / OCR X/ D.F.U. 061, T r I i i v 4, QQ O " QPOFESS /p , OV L- 13287 z uA m ri I E T m6 u R a N c 1GP P ao sr,K • o., eormma 12861 "1 =e: Or rbl 1F0 -- 1> RECREATION BUILDING C ro O 326 - B 6 2 D 14 -1 R . B.B. 1'"0 << TDL = 2,, MV- 7- _w O`\ 0 PIPING 24ft' MP1 M Parks Mechanical 1060 Wilmington Blvd. Lic. No C36-775747 Wilmington, C4 90744 Exp. 3 -31 -06 Phone: 310- 835 -1532 Fax: 310- 835 -2913 RAMSGATE APARTMENTS LAKE ELSINOR, CALIFORNIA o, o/ F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, Califomia 92121 619) 457 -2123 Ph 619)457.2832 Fax F F Development L -P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -01681 925) 556 -0436 Fax i le PLUMBING SITE PLAN 2004 Archffects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. Plan Clack Permit uY Project Number Drawing Name 1/16 " =1' -0° plotswle: 9 -19 -05 Plot Date Gv.. r C'Illg 9 -01 -05 CLIENT REVISIONS a t. cwcs o: I ),':;' au e , i-i Ojy'- IL r, Of Such le PLUMBING SITE PLAN 2004 Archffects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. S H E E T P 0 1 Plan Clack Bid set Permit 04010 Project Number Drawing Name 1/16 " =1' -0° plotswle: 9 -19 -05 Plot Date 9 -01 -05 CLIENT REVISIONS 10 -14 -05 zi CLIENT REVISIONS IL S H E E T P 0 1 3 7D Ln O I r7 I 0 V) 0 LID 0 a 0 O U Z O F— Q w U w w Cr) CD 0 U z_ Y O O yV W Li NL O C w o p O JCn z W Q Ec C)- cn r N Q N Cn U Ln O 00 N a t U / O . N III II S R I WC I 4 12 LAY o I FIXTURE TYPE S kill` I... Iil WC DRAINASE FIXTURE UNIT TABLE FIXTURE TYPE M OF FIXTURE D.F.U. TOTAL D.F.U. WC I 4 12 LAY o I I o 1 2 2 KS/DW 2 4 SI-i 0 0 DF 2 05 1 FD 2 2 4 H5 3 i 0 2 vyV N N\-, x \ f. \ 0 ITT R WCO 0 I DRAINASE FIXTURE UNIT TABLE FIXTURE TYPE M OF FIXTURE D.F.U. TOTAL D.F.U. WC I 4 12 LAY 4 I- -- I DRAINASE FIXTURE UNIT TABLE FIXTURE TYPE M OF FIXTURE D.F.U. TOTAL D.F.U. WC 3 4 12 LAY 4 1 4 UR 1 2 2 KS/DW 2 2 4 SI-i 0 2 0 DF 2 05 1 FD 2 2 4 H5 3 0 0 TOTAL D.F.U. = 2-1 4' C.O.Tis. A R C H I T E C TS 0 R A N G E iu Mrte C9orlge Sheol ft^ . Cafomw 92866 • 714 09 -9860 RAMSGATE APARTMENTS AKE ELSINOR, CALIFORNI, F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax TASTE PIPING ECREATION UILDING 2004 Architects Orange iese plans are copyright protected. Unde protection unauthorized use is not perm In.... nFnll nn1 An .on.nArnA nr pie S H E E T 1 Bid Set pemJt 04010 project Number Drawing Name 1/4"=l'-O" plot scale: 9 -19 -05 plot Date 9 -01 -05 3 CLIENT REVISIONS 0 10 -14 -05 ZL CLIENT REVISIONS A S H E E T 1 I O 0 Z c Lr; cc 1 Lt C C 6 C QCr D i n I i 0 ti z O Q W U W cn c 0 0 Z S2 cy O O M a L0 C w N OJ I w Q c7 U Q i in U W O tY a- jJ Q N HOSE 5155 W/ VACUUM BREAKER WATER CALCULATIONS BELOW ARE BASED ON THE WORST CASE SCENARIO BLD6. WITH THE MOST FIXTURES UNITS AND LONGEST DEVELO"D LENGTH) sun 6Rr iwTpwtxEn Fem THE USE Or SIZIN6 WATER IN ALL BUILDIN6S. WATER CALCULATIONS FIXTURE TYPE PROJECT: RAMSGATE APARTMENTS BLDG TYPE: f I I W.S.F.U. TYPE OF SYSTEM DOMESTIC II PIPE LOSSES ARE BASED ON: SMOOTH PIPE AND FITTINGS (SMOOTH) COPPER TYPE "M" (FAIRLY ROUGH) I B MAXIMUM CA DEMAND W.S.P U. 416 GPM 106 4 AVAILABLE PRESSURE (CITY STEET MAIN) HIGH 81 PSI LOW (1) ?0 PSI ASSSUMED AVAILABLE PRESS. (1) PRESSURE REGULATOR SET b0 PSI LOSS THR01,16H METER 6" Size 1400 6FM 0'0 PSI HERSEY METERS MODEL MFM II 2 LOSS THROUGH BACKFLOW DEVICE 6" SIZE 1400 GFM 10.0 PSI WATTS MODEL q0°l KPDA 0 LOSSES THROUGH 2" WILKINS 500 YSBR REGULATOR 11.0 PSI LOSS THROUGH SUB -METER 5/4" SIZE 10 GPM 2.0 PSI HERSEY MODEL 400 SERIES 115 1 pMSSURE REQUIRED • FIXTURE TUB /SHOWER SALANVN6 VALVE 20.0 p51 STATIC LOSS BUILDIN6 HE16HT 50' FT. X 0.464` 15.0 PSI TOTAL LOSSES (2) 56.6 PSI AVAILABLE PRESSURE FOR FRICTION LOSS (1) - (2) - 21.2 FSI S) 21 4 PSI X 100= PSI /100 I.T. 111•4 (5) PSI avail / par 100' 4) 225' TOL (SEE SIZIN6 CHART) FROM THE S.O.V. a BLDG. CONNECTION TO THE MOST REMOTE FIXTURE INCLUDES 25% FIFES 4 PITTIN66 LENGTH me Na 1/2" 5/4" 1" 1-1/4" 1 -1/2" 2" 2 1/2" S" 4" 5° 6FM 58 10 20 217 40 i0 120 FT/FU 5 is S0 46 06 225 4'iN FV/PU VEL 4.6 6.0 R.6 7.41 i.4 1.4 17A COLD WATER SYSTEM BASED ON THE VELOCITY OF 0 FT PER SECOND HOT WATER SYSTEM BASED ON THE VELOCITY OF 5 rT PER SECOND 3 T 4 P DRAIN LINE AT 6' A50VE GRADE IL —j I Imo— Iii K3 I I I 13/41 J USE CUT -OFF SWITCH IN LIEU OF SECONDARY CONDENSATE LINE TYPICAL FIXTURE TYPE 0 OF FIXTURE W.S.F.U. I: R II II 3 2.5 I B LAV 4 1 4 UR 1 20 20 KS/DW 2 3 6 SH 0 2 0 OF 2 0.5 1 FD 2 0 0 0v00000MMM 3 25 +1.0 +1.0 4S TOTAL W.SF.U. = 43 HOT WATER SYSTEM BASED ON THE VELOCITY OF 5 rT PER SECOND 3 T 4 P DRAIN LINE AT 6' A50VE GRADE IL —j I Imo— Iii K3 I I I 13/41 J USE CUT -OFF SWITCH IN LIEU OF SECONDARY CONDENSATE LINE TYPICAL o I I 3/4 IN CEILING 3/4 S II 3/4, I I I o r I I i ' GEILINCx I III I L 1 03 III I IN CEILING PRIMARY CONDENSATE LINE DRAIN TO KS TRAP T4P DRAIN LINE HOSE 5155 W/ VACUUM BREAKER vn u C vi I WATER SUFFLlr FIXTURE UNIT TABLE FIXTURE TYPE 0 OF FIXTURE W.S.F.U. I: R II II 3 2.5 I B LAV 4 1 o I I 3/4 IN CEILING 3/4 S II 3/4, I I I o r I I i ' GEILINCx I III I L 1 03 III I IN CEILING PRIMARY CONDENSATE LINE DRAIN TO KS TRAP T4P DRAIN LINE HOSE 5155 W/ VACUUM BREAKER vn u C vi I WATER SUFFLlr FIXTURE UNIT TABLE FIXTURE TYPE 0 OF FIXTURE W.S.F.U. TOTAL W.SF.U. WC 3 2.5 I B LAV 4 1 4 UR 1 20 20 KS/DW 2 3 6 SH 0 2 0 OF 2 0.5 1 FD 2 0 0 H5 3 25 +1.0 +1.0 4S TOTAL W.SF.U. = 43 FIXTURE UNIT TABLE A50VE BASED ON 2001 CPC, TABLE 6 -4 3/4' PRIMARY CONDENS41' DRAIN TO LAV TAILPIEG 1 1 3 1D 2 l /T T /T /T /T /T7 /7/T/T/T /T /T/77T7 /T /T/ 1/2' E I , 21 J wgg 1 1 1/2' 1r2' R a,'' F u i .P. 15 GAL. CUT- SWITC ELECT. W.H. IN LIEU OF EGONI IN ATTIC SP C 3/4' --- GONDE J ATE LINE W/ SHITTY - T `f I, ,I I_ 3 3/4' 1 \ I I 3/4 I 1.1/2' — ],Z[/2 ' IN CEILING 1/2' 2' _ 1 ^1/4' WET. . DF PRIMAR CON ENSAT 1 INE 1 i /U—R\ FD 2 i DRAIN TO AV AILPIECE T 4 F" 3/4' DRAI LINE S.O.V. ON RISE IN CEILING I ( 1 -1/2' WATER SERVICE 43 W.S.F.U. 25 G.P.M. HOSE 5155 SEE CIVIL DWS'S W/ VACUUM FOR P.O.G. TO WATER BREAKER J NA7ER F I F I N6 LINE F0: ^E L7ti 1 .. .ve bc ,• ,", fir _, -2nce to iho1 nation is c 2r 1 ; pending or :;ta tino of a ?err,t h ; ,ed on a puns n" I roc! oe co ^: pled to a e c V Dn Of 1f? !ru0I2 r ^. 1` f cS o Cively prcvl; s o, such A R C H I T E C T S O R A N G E 144 WHtl O Ma $".I • Orarpe.:aFiamc 92966 -'4 639 -9960 Parks Mechanical 1060 Wilmington Blvd. Lic. No C36-77S747 Wilmington, CA 90744 Exp. 3-31 -06 Phone: 310 - 835 -1532 Fax: 310- 835 -2913 RAMSGATE APARTMENTS LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, Californ ia 92121 619) 457 -2123 Ph 619)457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax PLUMBING WATER PIPING RECREATION BUILDING e V FLY 9 c ,/. 132673i' m s EXP. z. 1 OF CAUL 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. Plan Check Bid sal Permit 04070 project Number Drawing Name 1/4"- V-j Plot Scale: 9 -19 -OS Pbf Date 9 -01-05 ZL S H E E T P4.2 CLIENT RE NSIONS S H E E T P4.2 j 6 Q Z E ar` N N I Ln 00 N U 0 HOSE 5155 W/ VACUUM 5REAKER T SEE CIVIL DWG's FOR P.O.C. TO WATER 2 -1/2' GAS 11 WATER SERVICE1060CFH 14.5 W.SF.U. TDL=250' it 1 -I/4' GAS T 4 P S.O.V.: F.R.V. ON RISE 220 CFH DRAIN LINE TDL = 250' 1/2' I lid' 1 I 112 41 - - 4 3/4` 44 7- 3/4 , — /40 1, I I , 3/4' 1 -1/4' GAS 400 CFH TDL = 30' 1 -1/4' GAS 400 CFH CFH Mh 1 -1/2' GAS I 800 CFH TDL = 30' I i 00L HEATi 00 CFH F'OOL HEAL 400 CFH WATER SUF FLT FIXTURE UNIT T45LE FIXTURE TYPE OF FIXTURE W.SF.U. TOTAL W.SF.U. WC 2 2.5 5 LAV 2 1 2 UR 0 20 0 KS/DW 0 3 0 SH 2 2 4 DF 2 0S I P -TRAP 1 0 0 H5 1 2.5 2.5 TOTAL W.SF.U. = 14.5 FIXTURE UNIT TABLE A50VE BASED ON 2001 CPC, TABLE 6 -4 A R C H I T E C T S 0 R A N c E 1H fMn O' , 9.1 • Ory . aeaamiv 9]856 114 639 -9960 FILM' Parks Mechanical 1060 Wilmington Blvd. Lk. No C36-775747 Wilmington, fA 90744 Exp. 3 -31 -06 Phone: 310 - 835 -1532 Fax: 310 - 835 -2913 RAMSGATE APARTMENTS LAKE ELSINOR, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 I San Diego, California 92121 6)9)457 -2123 Ph 619) 457 -2832 Fax F F Development L.P. 23291 Mill Creek Drive, Suite 100 Laguna Hills, Ca 92653 925) 556 -0168 Ph 925) 556 -0436 Fax PLUMBING WASTE, WATER GAS PIPING CABANA BUILDING 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. Plan Check Bid Set Permit 04010 Project Number Drawing Name 1/4 " =1' -0° PbtScale: 9 -19 -05 Plot Date 9 -01 -05 S CLIENT REVISIONS 10 -14 -05 A6 CLIENT REVISIONS S H E E T P5.0 ALL ELECTRICAL EQUIPMENT MOUNTED OUTSIDE SMALL BE NEMA TYPE 3R 4 BEAR A SUITABLE LABEL FOR WET LOCATIONS Ifl,110 I i/ s! I -II / 54I3 // A % /,A B -5 0 6 isii - -. 14' CEILING 14' CEILING'" REF: ID- 7.0/XX FOR DETAIL I Ina %,z ffB3 SHELVING I B O I 1 B 19 B -21 - - -J PANEL D 5--23;25— - 21 7 COURT 8- 2991x' 1321 1 15-215 10' -6° FLAT SOF"F:` A -15 5-35 / I 8 -31 8 -42 — D A -15 IN jii A -19 8 -39 8 -39 8 -41 8 -41 1 —2-17717-711111117- / ®8 -31 SYMBOL LEGEND A -11 ® A -3 AI A -13 A -15 I/ \I A -13 N TELEPHONE OUTLET Bus: 120/208 VOLTS 3 m, 4 WIRE 200 AMP X Main C.B 200 AMPIMainLusOnly FLOOR BOX W/ DATA 4 PHONE OUTLET Integrated Equipment SC Rating 10,000 RMS SYM AMPS Feed Thru Lugs Sub Feed Lugs X Ground Bus Iso. Gnd. Bus X Flush Mount Surface Mount Top Feed Bot. Feed PROVIDE TRIM TO MATCH FLOORING MATERIAL Circuit Description CONN VA C.B. PH FLOOR BOX W/ SINGLE 20A ISOLATED GROUND OUTLET Circuit Description Load TypeAMPPoleCKT PROVIDE TRIM TO MATCH FLOORING MATERIAL Pole AMP R OUTLET TV FLOOR BOX tU/ STANDARD 20A OUTLET 1 1 Q 2 1 PROVIDE TRIM TO MATCH FLOORING MATERIAL 972 DISCONNECT SWITCH. AMPS - VOLTS 4 POLES AND RASED AS INDICATED MOUNT ON CEILING. WIRE TO POWER PACK W -18/3 CABLE. STANDARD 20A, 12VV -tPH GROUNDING TYPE "G WUND FAULT INTERRUPTER" 20 BRANCH CIRCUIT PANELBOARD. FLUSH MOUNTED AS INDICATED. WATT STOPPER OW -605 ULTRASONIC OCCUPANCY SENSOR 4 RECEPTACLE MOUNTED ro ABOVE COUNTER HEIGHT - U.ON. 20 868 MOUNT ON CEILING. WIRE TO POWER PACK W -18/3 CABLE. STANDARD 20A, 120/211V -11 SPST TOGGLE SWITCH MOUNTED AT 442" METER LOCATIONS WITH HOUSE METER Y AFF. -U.O WATT STOPPER AlIt -1105 ULTRASONIC OCCUPANCY SENSOR L 3 - DENOTES 3 -WAY SWITCH r4 T.V. OUTLET 20 MOUNT ON CEILING. WIRE TO POWER PACK W -18/3 CABLE. 7 f - SWITCH PROVIDED WITH FAN EQUIPMENT 8 1 20 SPACE 4 WATT STOPPER ILUA -200 AUTOMATIC WALL SWITCH. SET MANUAL ON. O I -205 FIR OCCUPANCY SENSWATTSTOPPER OR 1 STANDARD 20A, 120V -IPH GROUNDING TYPE DUPLEX RECEPTACLE. B MOUNT AT 42" A.F.F. - U.ON. 1 MOUNT ON CEILING. WIRE TO POWER PACK W -18/3 CABLE. WP- DENOTES OUTLET PROTECTED W/ WEATHER PROOF COVER C WATT STOPPER IUA -300 AUTOMATIC WALL SWITCH. SET MANUAL ON WATT STOPPER 45-120-EP POWER PACK MOUNT M ACCESSIBLE qp STANDARD 20A, 12OV -17 GROUNDING TYPE "GROUND FAULT INTERRUPTER" 1 MOUNT AT 42" AFF. - U.ON. 12 UN WIATTICSPACE. RUN 120V WIRE TO SWITCHES AS SHOWN. IGF.IJ RECEPTACLE MOUNTED 0 IB" R REFER REF: ID -7.0% FOR DETAIL A -19 A -19 Q -9 e X11, v C =2 j 1 A® My Ll A -111 A -13 5- J2 O )1 7 O A -29 PANEL C`aF_ E f i0 i,l? METER to SB AIN Of a >r7 r ve PHONE s PANEL No.: B SECTION: 1 OF 1 Bus: 120/208 VOLTS 3 m, 4 WIRE 200 AMP X Main C.B 200 AMPIMainLusOnlyLocation: STORAGE ROOM Servin : Normal Power Integrated Equipment SC Rating 10,000 RMS SYM AMPS Feed Thru Lugs Sub Feed Lugs X Ground Bus Iso. Gnd. Bus X Flush Mount Surface Mount Top Feed Bot. Feed Load Type Circuit Description CONN VA C.B. PH C.B. CONN VA Circuit Description Load TypeAMPPoleCKTCKTPoleAMP R OUTLET TV 180 20 1 1 A 2 1 20 972 LIGHTS R OUTLETS 720 20 1 3 B 4 1 20 868 LIGHTS 1000 LIGHTS L R MICROWAVE 1200 20 1 7 A 8 1 20 SPACE R OUTLETS 350 20 1 9 B 10 1 20 SPACE 1 1 C 12 2 600 R REFER 1200 20 1 13 A 14 2 0 600 FC-2 IM WATER HEATER 1500 20 2 15 B 16 1 0 SPACE N WATER HEATER 1 OUTLETS 4800 HP -2 M R OUTLET 180 20 1 1 21 B 22 1 SPACE A 26 2 1 60 4 A OUTLETS 60 20 1 1 27 B 28 2 160. 48001 P -3A M R REFER 360 20 1 C 30 1 120 SPACE R DISHWASHER 1000 20 1 2L_ 31 A 32 2 120 600 F- A R GARBAGE DISPOSAL 900 20 1 33 B 34 2 600 A M R OUTLETS 540 20 1 35 C 36 SPACE R OUTLETS 540 20 1 37 A 38 SPACE R OUTLETS 720 20 1 B 40 EXHAUSTFAN M OUTLETS 360 1 20, 1 41 1 C 42 R Total Receptacle (R) Load @ 180VA/ea., 100% for first 10,000VA, 50% for remainder. 10.66 KVA Total Noncoincident (E) Load (Not included in demand load): 0.00 KVA Total Lighting (L) Load @ 125 %: 3.55 KVA Total NonContinuous (N) Load: 8.00 KVA Total Motor M Load: 21.6 KVA Largest Motor. 25% added to demand load): 5 HP 1.25 KVA TOTAL CONNECTED LOAD: 44.4 KVA AMP Total / (D A 155 B 97 C 118 TOTAL DEMAND LOAD 45.1 KVA 125.2 A RECREATION BUILDING 1 1/411 =11 -011 A R C H I T E C T S O R A N G E 741 HIM QmP m". • pea. C3ft U MU • ]U 439-0797 RAMSGATE APARTMENTS LAKE ELSINORE, CALIFORNIA F F Development L.P. 5510 Morehouse Drive, Suite 200 San Diego, California 92121 619) 457 -2123 Ph 619) 457 -2832 Fax 2 WEST COAST DESIGN GROUP ELECTRICAL 4 LICvHTMG ENGNEER9 2"W PASEO 8MLL0, BATE 200 SAN AM CAPISTRANO, CA 92615 949) 240 -1318 FAX (949) 2404182 RECREATION BUILDING POWER PLAN Q 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. FIRST Plan Check e d at Pe"k 04010 Project Number Drawing Name Plot Scale: B -19 -05 Plot Date 1T1 U Q Lw. rNr R1Ft S H E E T E200