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Home My WebLink AboutBUILDING PLANS - PART 29 I WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A.F,F. TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 101-0' A.F.F. 2.5/12 CATHEDRAL CEILING NOTE: NOTE 0 1, HUG�-Ee` WJUC w/AE)E,5 EA. 51rDE OF TRU,55 F45TEN E5,45E -�ATE W/(2) 3/4" tIS THRU-50LTS 112", EOLT TO 1*14S. E.6, (�4) Od E.6. `A,5TEN SIDE FL4TE WI(2) 3/4' �15 THRU-50LTS NOTE 0 2. 5Et-1CO' 5C-F2 T'T�FOAL 6TR4F- ANCHOR TO 1-145ONR�' (UNO) SEI'ICO TAF`R2�r, (10) ]Od E,,5, t-1AX UL. = EA. STR4- ALL HANGERS LUS26 J.O.N. TOP @ 11'-4' FOR JOIST /--2XB LEDGER 8' BLOCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4*=I'O' WALL -LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. WID Pr)n[7C WALLS ZM b R" DOEM ZaNE MNE 2- 10F DIM ZIX ZIX 3- MF apot zix ZINE 4- W&L DITEIM ZW ZX 51 WRL ER ZW MIF MGUE MCOM ZME VEM UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS 450 TA 20 10 550 TA 20 10 800 TA 20 10 1100 TA 20 10 1339 TA 20 10 7T2400 TA 20 15 2 STRAPS 550 TA 20 10 2 STRAPS 620 TA 20 10 0 2840 TA 20 15 2 STRAPS 0 1 350 TA 20 10 1500 TA 20 15 G870 TA 20 10 7m7T 400 TA 20 10 3220 TA 15 2 STRAPS 1440 TA 20 10 430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure Category =0 Importance Factor 1 1.00 Basic Wind Speed V � =125 mP Mean Roof Height =18 ft 11 ding Type Enc[Roise-d— Endmilorner Zone Width ( a )4=ft Roof Angle (o) = 23 deg Internal Pres. Coeff. ( GCpi 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures (PSF) Effective Wind Area (SQ.FT.) Interior Zooe (Zone(l)l (+) End Zone (Zone 21 (+ Corner Zoreinterior (Zone(31 (+ ) - Zone (Z ne 4� (+) End Zone (Z ne 5� (+) 10 29 -461 29 -97 29 1 -97 51 1 -55 51 -68 20 27 -451 ? Z -89 27 -8 48 -53 48 -63 50 23 -:4 23 -77 23 -77 45 -50 45 -57 100 21 —21- -421 �-41421 21 -68 21 -69 43 -47 43 -53 200 21 -7-68 2-1 ----0 -T1- ---4-5 41 -48 500 21 -421 21 -681 21 -69 38 -42 38 -42 1000 -77T ' -421 21 -1581 21 -68-738- - - N MIN In - VIA �, I I I" #5 BAR T&B #3 @ 12" O.C. THRIJ—OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM 3 � TRUSS PLAN A-4.4) SCALE: 1/4 111=V-07) ED AS TH MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODI Cf :cl> M a di 0 :� co 0 X �2 www.GLEAssociates.com AA0002369 6 DEC 0 8 200-1 R. QUINN TURNER Drawing Not alid Unless Signed, Sealed & Dated By Registered Professional 'qr LU LU -0 Cq 0 � 3: z 0 C!) -r— Is 30 z Vm LLF 0. C U) Cl) > 0 LLJ ILLI L) 0 LU M X Lij in Cl) co) 11-.- —1 < 0 C� C.) _j Cc CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 5UILr.>ING IOS C,ASTLEFINES TOUNPOMES I IN to] M. 0 0 kwo) 03750-00147 I S S U E D A T E: 12/05/03 D R A W N B Y: RNF C H E C K E D 9 Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. Aw4.4 PRECAST C40NC- COL. BY SU15-CONT. 2 0 5, STRWC-T. STEEL EARS VrRT. TIED TO roarwm PAo MLLIED WALle WL. 04EIM &40UK (Nm STMICTUIUS) ALL PRE-CA5T COL. BY SUE -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. EfRECA51 COL DO 2 SETS OF 2' X 4' X-BRACING FROM 0 GABLE END TRUSS 4'-0' OZ. ad a - ANGLE BETWEEN 30-45 DEGREES a E� Of W ENTIRE LENGTH OF SCISSOR TRUSS 0 2' X 4' OVER DROP GABLE FOR OVERHANG OVER 15' V) 0 X < ANCHOR TO MASONRY 0 FINISHED CLG WITH (3) 1/2' 1/2' GW5 411\ f 1 �2 X 8 FASCIA �2 R.H. WEDGE ANCIAO 2x STUDS 6 241 O.C. A.H.U. 5/8' F`LYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CRO58 MEMBER a 3 LOC. TOP 4 50T. 2x 4 STUDS 0 24' O.C. 4- Irod NAILS PER CONINEC. FINISHED FLOOR NOTE: SEEE AIC PLAN FOR LOC OF DUCTS 4 RETURN AIR. AHU 5TAND I' x 3' PRESS. TREATED EXTERIOR WINDOW 5Ur-rS APPLIED TO EXT. MAS. W1 .0c3S X 1 1/2' SM 6" O.C. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUR SIDEC: IFIC:AT IONS. WINDOW 5UC< DETAIL5 8' x 16' CONC. BEAM 5LOC< S' x 16' CONC. 5EAM 5LOCK S' x 12' CONC. COL. W/ (4) 05 4 03 TIES a 12' O.C. 1 (1) 05 DAR VERT. HEIG�4T C�474NGE DETAIL. FACE Or STUD OR SUBSTRATE GYP 5D SEE FINISH BCH WD BASE (BASE MATERIAL MAY VARY) FLOORNG- SEE FINISH BCH ACOUS SEALANT WALL DETAIL_ STUCCO SEALANT 1/4' STEEL SIDE AND BOTTOM THRU 501-T WITH (2) 1/2' P BOLTS TO GIRDER TRUSSES FY WITH r-aJ G. TIE ANCHOR FOfR f=ATIQ GIRDER TfRU,55 TO �IASONR�r f=IEfR (FILL BLOCK COL'S SOLID WITH CONC.) FILLED CELL W/ (1) *5 tt EA SIDE JAM5 (TYP) STUCCO LAG SCREW PER .'A� 01, MFG DATA WOOD DR TRIM (PT) 2' X ro' PT WD JAM5 PLATE ANCHORED TO MAS WITW 3/8' RD REDHEAD WEDGEANCHORS 3 3/4' LONG, LUS 3836, MIN EMBD 1 1/2' PULLOUT 41oo PSI SHEAR 5000 PS1 FIRST ANCHOR 12' ABC FR MAX SPACING 5TUN ANCHORS 36' GARAG;rz FDOOfR E3UC< DETAIL FILLED CELL W/ (1) *5 EA SIDE JAME, (TYF) I' X 4' PT WD 5LOCI<ING WOOD TRIM 2' X ro' PT WD MUC< ANCHORED TO MAO WITH TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR I' DOORS AND 4 ANCH PER JAM15 FOR 8' DOORS ANCHOR DOOR JAMB TO 5UC< WITH (2) *10, 1'r-ROM EACL4 END, 24' O.C. JAt�*l ANC�401R DETAIL 2' X 4' 661-0. X ro' VERT. 0 24' O.C. GABLE END TRUSS MTL. STRAP a 24' O.C. 1/2' EXT. GRADE PLYWOOD 2' X C2' F.T. 1/2'REDWEAD 48' O.C. FLAT G45LE END 5LOC< WALL DETAIL TYPICAL REFER TO SWEET A-1 FOR ROOOF NOTES ELEv. 20'-5' GIRDER TRUSS EACH SIDE OF BOX OUT 2 X FRAMING 5TWM PROVIDE 5/&'EXT GR PLYWOOD WITH PAPER BACK WIRE LATH OVER AND rp/8' STUCCO FACING f5OX OUT DETAIL 2 X 8(b) VERT STUDS AT Irp' OC PROVIDE 05L TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X & X Iry BOND BEAM CONC FILLED WITH (1) 5 CONT ELEV. lb'-4" STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (8) 10d GALV COM STRAP EACH VERT STUD (8) IOCI GALV COM EA STRAP TOP AND 50T EACH VERT STUD NOT ALIGNED WITH TRUSS A50 ATTACH 2X& PT CONT SILL PLATE TO MAO WITH 1/2'DIA RED WEAL) WEDGE ANCHORS AT 16' OC (MIN EMBEDMENT INTO CONC 2/1/2 OR ANCHOR WITH HILTI 5D11-12-636 FIN (METRO PADE PROD AF`P NO W-1208MOS) FROvIDE (2) PINS BTLLN EACH STUD OF A 2X4 WALL THESE PLANS AND ALL PROPOSED WORK <NEE WALL TO t-IA,5 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER To COMPLY WITH ALL APPLICABLE CODES. www.GLEAssociates.com AA0002369 DEC 0 8 ZOO." R. QUINN 7JRNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Profess!onal 'qt LLJ Lu cw� 0 cq = z 0 3: z Lu 0 11-- U) cf) > 0 J UJ LLJ z o [L 0 cm m LU Zi X Lu I-- cf) —i cl) 0 KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE I PLAN REVISIONS 12/03/03 J 0 B N 0. 03750-00147 1 S S U E D A T E: 12/05/03 DR A WIN B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. AN5 GYPSUM WALLIBOARD--� MIN. R-11 INSULATION (IF APPLICABLE) PROVIDE SEMCO RTPGA530 GALV. MTL HURRICANE STRAP AT EACH STUD FASTEN TO FACE OF: STUD W/(3) *d NAILS 4 TO D5L SILL PLATE W/(2) *d NAILS 4 TO CONT. CANT BLOCK W/(3) I&d NAILS 4 TO TRU85 Wl(ro) 8d NAILS. STRAP SHALL WRAP TOP CHORD Or TRUSS AND FASTEN WITH NAILS 50TH SIDES (b TOTAL) CONTINUOUS CANT 5LOCk----- TRUSS BOTTOM r-Hop.D----' BOND 5M SEE FRAMING PLAN FOR SIZE 2 x (b F.T. HF-AD'R 4 JAMB SHOT TO MAS. W/3'x .140' 0 [A WiLTI SHOTS a 12' O.C. TYP WINDOW OR OPEN'G 2x 4 ON FLAT 24. OJC:. TYP 5/8' CPX PLYUJD. NAIL'D W/ 86 NAILS 0 61 O.C. 2x 4 HOR1Z. 6 6' OJC. CU TO FORM RADIUS Or AR Ox COL OR FILL'D CELL EA. SIDE Or OPEN'G SEE PLAN FfRX-IING [)ET TYPICAL MASONARY BOND BEAM CONCRETE LINTEL 'CASTCRETE' SEE LINTEL SCHEDULE FOR REINFORCING AND AND FILLING, IF REQ CONCRET�I 131-OrK W =LL!" W1 CONIC MIN 50TTOM OF NOTE: (SEE FOUNDATION PLAN FOR FOOTIER COLUMN LOCATIONS AND REINFORCING) LINTEL DETAIL. CEILING INSULATION (IF APPLICABLE) TRUSS BOTTOM CHORD CONTINUOUS (2) 2 X ( TOP PLATE 5/8' EXP I PLYWD SHEATH'G W/Bld a 61 0j::. EDGE 4 FIELD 41 O.C. a CRNRS PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS WI(5) 10d NAILS 5/8' STUCCO OVER PAPER 5AC<ED MTL TOP AND 50T. FASTEN WITH (8)10d NAILS 2 X 6 WD STUDS 6 16' C/C LATH FASTENED BY GAL NAILS WIHEADS NOT LESS THAN 3/8' IN DIA. WA-11N 2 NAILS PER 5Q. FT. R93 3ZLbLNONTINUOUS <NEEUJALL IDETAIL CONC. TIE BEAM PROVIDE 'SEMCO' TAP32 (EMBEDMENT &'MIN.) Lu/ (12) I(od NAILS To TOP PLATE PROVIDE 'SEMCO' TPPro Lu/ (5) ad NAILS (4 EACH SIDE) 2xb UJ0. FRAME WALL (STUDS 0 Irp" O.C.) 2x& PLATE PROVIDE 300 FEI T MOISTURE BARRIER 1/2' ANCHOR BOLTS a 24' O.C. MAX. (EMBEDMENT 31 MIN.) w/ 'SEMCO' A5PLU3 3x3x 1/4' WASHER Bx& CONC. FILLED CELL w/ (1) S RB. VERT. CONT. TYPICAL CONC. BLOCK. WALL FfRAt-IE uJALL/5L0c< CONN. IGH RIB METAL LATH EEN VENTS a, oc PLATE NON-51EARING INTERIOR WALLS 3 5/8' OR 6' GALV METAL STUDS 0 24- OC 1/2'GYP WALL BOARD EACH SIDE R-IVR-IS BATT INSUL WHERE INDICATED ON PLANS WALL SECTION A2----ZZ SEMCO TPP(X) 11.11 STRAP WITH (3) Od COM EA. SIDE FASTEN TO STUD IF EXISTS. OTWEFUISE, UJIRAP AROUND TOP PLATE SCHED. ASOVE 7SEMCO RTP IW24 WITH (6) 16d COM EE� WOOD HEADER (DIMENSIONS VARY) SEMC:O RTI- IM24 WITH (1) JOcI c.OM E.E. a EA. STUD E3fRN'G WALL HEADER �)ETAIL. TOP PLATE ANCHOR AT EACH STUD TOP PLATE ANC44OR AT EACH STUD AS — MUD SILL STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2 - 2 X CONT. TOP PLATE LL 2 X Fz. 2 X WOOD STUDS a 16' O.C. 5/8' TYPE 'X' GYP. WALL 7BOARD BOTH SIDE /-2X P.T. BASE PL. W1 1/2'X 71' LONG KUJIK-50LTS a 48' OZ. OR 311 X.300 SOT/REDHEAD POWER FASTENERS 01524 SDC 12' O.C. 5EAfRINC; WALL 7,)ETAIL,5 PRE-FA5 UP. TRUSS FRM. TRUSS MANLF'DAPACE 024' O.0 2 X TRUSS EIRACING ATTACH'D TO TOP Or 50T. CHORD LIJ/ (2) Irod NAILS PER TWOS. PROVIDE SEMCO TAFl GAL HURR. STRAP 5ENT OVER TOP C-HC$2D Or TWOS AND "LED UJ/ (8) NAILS AND FASTENED TO TJ3, LU/ 3 KOCK- CON 11 1/4'x 2 3/4' PER STRAP. (IF UPLIFT EXCZEDS, 1010 USE 2 STRAPS) MAS 50NO IBM TYP. S' CMU. LUALL ALT. TRU5.5 5DRAF RF PLYWO SHALL ISE 5/8, cDXt APA 24A6 EXPOSURE 01 EDGE NAILING INTERMEDIATE NAILING 5MMORY NAILING CORNER NAILING ROOF FLOOR ehd 40 OJC. Iod a (0, OZ. ad 0 (01 OJC. Iod a 10, Oj:;� 86 a 4' O.C. 10d * 4' O.C. ek:1 a 4' O.C. NO NAILING SCHEIDULE 12 PRECAST LINTEL- EIK, TYPICAL INTERIOR WALL FINISH ON CONIC 5LOC< 1/2' GYP WALL 50ARD I X 2 FT LU000 rURRIN( 24' OC. PROVIDE R-4 WALL INSULATION ALL EXTERIOR MAS WALLi REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB ELEV.10'-I' RAISED STUCCO BANDS REFER TO ELEVATIONS 12.ETAIL-T%T�F JAI'-15 SCALE: 1 1/2' LUALL 5FECTION 3116 X 3-1/4' TAIPCONSCREWS AT 24' O.C. MAX I X 3 PT NAILER '4T THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. uj 0 6 LO mi c� 0 x www.GLEAssociates.com AA0002369 DEC 0 8 2002 R. (.IUtNN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LLI cf) LLI m cc 0 Ci = z 0)0 LL v- 7 3: (z - z LL! 0 cj) > 0 Lu Lu 0 CD m LLJ x LL1 j < 0 q- u _j CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE 1 PLAN REVISIONS 12/03/037 J 0 B N 0. 03750-00147 I S S J E D A T E: 12/05/03 D R A W N B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0, A m 6 m METAL TRUSS ANCHORS EA. END EA. TRUSS R-19 INSULATION MIN. TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES 18' DEEP AT 24' D.C. MAX TYPICAL INTERIOR CEILING CONS 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES DBL, 2X8 PT. W/ 5/8' X8' WEDGE ANCHOR/ AT 24' O.C. 1X3 FIRE STOPJ 8' C,C. HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24' OC. PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH SLAB AND FOOTING SEE FOUNDATION PLA ELEV.0' CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING <SEE STRUCTURAL GENERAL NDTES- COVER SHEET) PRE-ENGINEERED TRUSSES 1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF TIP IF -8- JgEAM 0 20' \2 X 8 SUB FASCIA AS SCHEDULED I X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH TYPICAL SOFFIT CONSTRUCTION PROVIDE 6'X24' SOFFIT VENT @ 6'-0' D.C. SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ. TYPICAL DOUBLE TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BILK WALL CONSTRUCTION 8' X 1G' CONIC BLOCK REINIF WITH #5 VERT IN CONIC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, AS SCHEDULED CEILIN �1EH—E"HLTE- AS S HEDU D$ +9'-4- TYPICAL DOUBLE TIE BEAM CONSTRUCTION G'X16' POURED CONIC TIE BEAM W/ (1) #5 REBAR TOP (1) #5 REBAR BOTTOM CONT #5 VERT IN CONIC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONIC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. RAISED STUCCO BAND SEE ELEVATIONS GRADE VARIES TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR 4' CONC SLAB W1 SX6 1010 WWM FOOTING SIZES AND STEEL INFORMATION. ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 2 6TOIR�r T�rf=`IGAL LUALL_ 5ECTION (END) WALL SECTION USED ON 'C:' 4 "P� MODELS 2'x8' WD. HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM-� 4'x4'x4'xl/4 CLIP L W/5/8'x4 WEDGE ANCHOR (TYP. BOTH SIDES OF STRINGER) GRIDER TRUSS L BRACKET W/2-1/4' BOLTS On 1'X RISER 2'x12' WD. TREAD \2 LAYERS OF TYPE 'X' DRYWALL ON WALL AND CEILING UNDER STAIRS 4' WALL WITH DRYWALL ON BATHSIDE TAPE AND SEALED METAL TRUSS ANCHORS EA. END EA. TRUSS R-19 INSULATION TYPICAL INTERIOR CEILING C1 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES WOOD HAN WOOD PIC ,KETS SPACING TO REJECT 4' OBJECT INTEIR10fR STAIIR DETAIL5 USED ON "c" 4 'Dll MODELS 1X8 SKIRT TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES- COVER SHEET) PRE-ENGINEERED TRUSSES -1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF SEE PLANS AS SCHEDULIED 2 X 8 SUB FASCIA I X 6 WOOD FASCIA I X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGS, 5/13' STUCCO OVER HIGH RIB METAL LATH PROVIDE ALUM, SCREEN VENTS @ S' OC IN SOFFIT SINGLE BOND BEAM W/ (1) #5 CONT. (NOTEi PROVIDE DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL. CONSTRUCTION 8' X 16' CONC BLOCK REINIF WITH #5 VERT IN CONIC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS B I El ELEV.0' nip GRADE VARIES 4' CONC SLAB W/ 6X6 1010 WWM 'TRUCTION TYPICAL SLAB CONS REFER TO FOUNDATION PLAN FOR FOOTING SIZES AND STEEL INFORMATION, ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH I 5T01RY TYf=IGAL WALL eEGTION (END) WALL SECTION USED ON "A" 4 "E' MODELS 1/4 SPAN # 5 @ 6' D.C. t (1) #5 REBAR NOSING TYP. It e e- OVERLAP REB R 24' AND TIE #5 REBAR 12'TOP L lu�1'10 "� AR N R 12-TOP 8. IT #5 6'BOTTOM EQUALLY SPACED a # #4 REBAR @ 10. OC 10, O.C. 1 HOUR FIRE RATED PLYWOOD PYRO-GUARD 4' FROM PARTY WALL EACH SIDE. ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ 1X3 FIRE STOP 81-01 D.C. MAX 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL 44' X 44' X 12' CONIC. COMPACTED TO 2500 PSF MIN STAIR PAD W/ (5) OR FIBER MESH #5 REBAR EACH WAY EXTERIOR STAIR DETAILS USED ON 'C;" 4 "D" MODELS NOTEi THE FIRE SEPARATION WALL BETWEEN END ONE STORY AND MIDDLE TWO STORY UNITS THE TRUSS SECTION SHALL HAVE 2 LAYERS OF 5/8' GYPSUM BOARD EACH SIDE WITH STAGGED JOINTS FOR 2 HOUR SEPARATION TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH TYPICAL SLAB CONSTRUCTIO N 4' CONC SLAB W1 6X6 1010 ON 6 MIL VAPOR BARRIER ON CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH d MIN B'X12' POURED CONC TIE BEAM W1 (2) #5 RB TOP (2) #5 RB BOTTOM CONT. RAKE BEAM IN ACCDRDpCE RAKE BEAM > TOP OF nl�mm ASSCHEDULED DOUBLE BOND BEAM W/ (1) #5 TOP (1) BOTTOM TYPICAL INT. BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO, U905 T111 15� '0 AS SCHEDULED DOUBLE BOND BEAM W/ (1) #5 TOP (1) BOT. @ +8'-l' TYPICAL INT. BILK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. TYf=IC;AL fmAiRT1� WALL 0-11DF-)LE) RAKE BEAM 90 DEGREE # 5 REBAR # 5 REBAR TOP # 5 REBAR BOTTOM ELEV.0' >. 0 d < "C� UU 6 0 l U9 :z < 0 X www.GLEAssociates.com AA0002369 L__'-' DEC 0 8 20[12 R QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional UJ UJ m wo 0 'r. Mir.. cq = z 0)0 ILL a vm v" u z 0 11-- 0 _j LJJ uj z L) 0 0 uj X Lu cl) 0 ,_j CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE El VERTICAL BOND BEAM COLUMN--. MAS BLOCK WALL (4) # 5 REBAR--'-- RAKE BEAM MIN. B'X12' POURED CONCRETE J 0 8 N 0. VERTICAL TIE (2) #5 TOP AND (2) #5 BOTTOM REBAR TO VERTICAL 8'X12' CONCRETE COLUMN TO (4) #5 REBAR, #3 TIED @ 12' O.C. WITH 90' #5 REBAR, VERTICAL 03750 -00147 DISTANCE SHALL NOT EXCEED 24-, AND THE MAXIMUM HORIZONTAL DISTANCE SHALL NOT EXCEED 36', 1 S S U E D A T E: 12/05/03 IRE5AIR TIE 5ETLUEEN 50NED 5EAt-1 AND RA<E 5EAM DETAIL D R A W N B Y: RNIF WALL SECTION USED ON (H) MODELS C H E C K E D B Y: QT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. Am7 m 0 ELECTRICAL PANEL MIME MI ME M1 13 m MIME MME MEME M pog I--- ;;p - LOAD CALCULATION A/C 0 100 % — 125 KIM FIRST 10 KLIS. * 100% — 100 Klus REMAINDER a 40% — 11-5 KLUS 412 - 11r, - 2--1 X A - 11.9 TOTAL 2%4 KLLO 29.4 KIM X 1000 122 Amps 240 F'ROVIPE; 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION SWT. X 3 WrS/W?T. 50 KWS 1000 t�*IOIDEL ID ELECTRICAL PANEL IWO m IW1ON mmm m omm��= ME -- �-=01113mffrm` �11- I �--m OMM��ME3MM M E3111111111011 momm��= MMM��=lE3MM M E3E3B��ME3MM E3011M mommi Emm IMMIEW M LOAD CALCULATION A/C a 100 S — IS, KWS rRST 10 KWS. * 19XM — 10.0 KIIJS REMAINDER 0 40% — 0-1 KWS 46.1 - 20 - 26.1 X A - 10.1 TOTAL 28.2 KUjB 31A KUJS X 1000 118 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION l4aS SQFr. X 3 WT"aFT. 19)m 415, KaS il 3-1/0 T1." Cu. IN 1 1/2' C4DN. 1 04 TWUN OU TO 2-515' x a' LOW3 GROUND DRIVEN ROD PER NBr-- �10DEL E ELECTRICAL LEGEND WWAM mmm LEW [;--M MAD14M PAWL H�- WALL MOUNMI) �W :4� E=MC MOM 0 AMma Him MAT []-I MAIN MSEGMM�m RECMEM VAPM PROOF UUHT �MTM DOl �L "FACE MOUNTM nXWWMT nXTUM 4131TIED WW All �MMCMT FIXnW MAT LAMP� MHAUST FAN COMINATION IV 1�0011 LIGHT INTERCOM �CTTDN 11OX =UMW vs�m EXWST FAN WIMM V V TRACK LMTING FWWE (D THMMOSTAT �TCH TIMM �AY 3 WAY SVITN SMOM WTECTUR 4 WAY SWTM G"m mm WMR +FAR MMMM SWTM � PUSH WTIGM�ARAM m uplaMER Pm� FAN -EI KV IMLITION-GARAW M GMER 44- TIM SWITCH 44& WWHIM PFIXIF SWTW 0= �WPLEX RMVTA� 9- X=AWD WMEPTAME =(j�= FLOOR RM"AME & & WMH ACTIVATED RiODDIRTAME && WIEA� M" RECEPTACIX C) 21��T RM�AME GRWND FAULT WMRWTM �PTACIX [a TO FFL POAER Co. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) AAa o0W Y mCTRICAL PLAN E L Em SCALE: 1/8"=l'-O') AA, oe� ELECTRICAL PANEL CF50�� cmc MEMO MI m ME mm MOEN ma MI MME omm omm�� DIIIIIIIIIIIIIIIIII LOAD CALCULATION A/C 0 100 % — IS KIIJS FIRST 10 KLUS. * IM% — IOD KLW RsmAmER 0 40% — 122 KUJS 41h - 11b - 303 X A - 122 TOTAL 20-1 KUJS 2%1 KUS X 1000 124 AMf-5 240 FROVIPE; so AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 SQpT. X 3 LUTS/WFT. O'k KUIS 1000 t�101:)EL C THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. U J 0 od < 'n aq W 0 - r- E5 0 www.GLEAssociates.com AA0002369 DEC 0 R -2002 R. MEN IURNER Drawing Not Valid Unless STgred, Sealed & Dated By Registered Professional Lu co Lu 0 (1) Mil cq X z 0)0 ILL. LLF 0 U) cj) c) v- Lu Lu z 0 C) i-L Lu —j X W I.- cl) c* —j 0 j KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 5U[Lr->ING m1m a LOT t' MOM c I.W 40mv Wr -'7— "am c LW MOM c LCM -'7— HOME LW Wr 1 —F --1 CASTLEFINES TOWNHOMIEES J 0 B N 0. 03750-00147 I S S U E D A T E: 12/05/03 D R A W N B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml ELECTRICAL PANEL NO POLE TRIP KLU DESCRIPTION W I WE NO POLE TRIP KW DESCRIPTION WIRE I 3 2/501B AIR HANDLER 06 2 4 51 2/1550 A/C COMP. 08 6 2/50 RANGE % .5 2/20 2.0 DISH WASWERJOISPOSAL M2 1 10 12 2/3 DRYER 010 11 1/20 1.0 REFRIGERATOR 412 13 1/20 15 MICROWAVE (OPT.) #12 14 Ib 2/29. 415, HOTuiATr=R HEATER 010 15 ino 15 wAsHrm 012 11 1/20 IB SMALL APPLIANCES (wo 012 is 1/15 0.5 INTERCOM OUTLET (OPT.) M2 1-311/20 1 IS I SMALL APPLIANCES #12 20 1/20 IB SMALL APPLIANCES 012 21 1/15 4B GENERAL LIGHTING *14 22 1/15 GENERAL LIl3-MTIW_% (WI) 014 23 24 11/15 GENERAL LIGHTING 014 25 261 21 211� 2cJ 30 311 32 I 3 33 1/20 1.2 PAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER #12 N40 36 1 1/20 1 IBATHROOM RSC. M2 SMALL APPLIANCES (WI) 301 1/201 1 SMOKE Dr:TECT. 4 5ATHRM, LIGI 41M2 313 31 .3'a SPARS SPARS 41 SPARS 42 SPARE SYWOTAIL�2 KIU. TOTAL cowr=CTED LOAMAtLKIU. SU15TOTAL�_3b_ KIU. LOAD CALCULATION A/C 6 100 % _IB KujS FIRST 10 KWS. a 100% — 100 KUJS REMAINDER a 40% 101 KWS 461 - 20 z 26.1 X.4 = 101 TOTAL 252 KLUS 31to KLUS X 1000 Ila AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 SQFT. X 3 LUTS/SQFT. 4B KWS 1000 t*'-1 C ID E L E ELECTRICAL LEGEND SURFACE MOUNTED LIGHT E;-NM BREAKER PANEL K�- WALL MOUNTED LIGHT ELECTRIC METER 0 RECESSED HIGH HAT MAIN DISCONNECT PANEL F 1 DEDICATED DISCONNECT PANEL v P L(5j RECESSED VAPOR PROOF LIGHT ROUTED WIRE -0— SURFACE MOUNTED FLUORESCENT FIXTURE E TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE Fc—M TELEVISION JACK HEAT LAMP/ EXHAUST FAN C13MBINATION 4? INTERCOM FLOOD LIGHT Q SECURITY SYSTEM JUNCTION BOX S EXHAUST FAN CHIMES v v TRACK LIGHTING FIXTURE (D THERMOSTAT 44 SWITCH (RD TIMER RELAY 4*35' 3 WAY SWITCH SMOKE DETECTOR -64' 4 WAY SWITCH GARAGE DOOR OPENER -64P DIMMER SWITCH PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER -0 PUSH BUTTON -GARAGE DR OPENER 4,47 TIME SWITCH �t 44'> WEATHER PROOF SWITCH QUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE aa . m u 3-1/0 THLUN CU. IN 1 1/2 11 CON. 1 04 THWN CU TO 2-E7/8" X 5' LONG GROUND DRIVEN ROD PER N-E.C.— TO FFI_ POWER CO. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1/4 ))= 1 1 -Oil AIC comla I I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER M COMPLY WITH ALL APPLICABLE CODES. uC, C6 010�r_ < 0 X < 0 0�01 AAmm 4 TV www,GLEAssociates.com AA0002369 ,-7 DE� 0 8 200', R, QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional IRV LLJ v" LLI CU 0 cq- = z do CD .r.r LLF 0 Is— ca Lu UJ 0 0 z 0 (9 LL1 j m _j vw- X Is— Lu cn co 0 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 151JILDING 10'3 Lur 0 un III Lm W LW W Lm 11 jLm" CASTLEFINES TOLLNHOI J 0 B N 0. 03750-00147 1 S S U E D A T E: 12/05/03 D R A W N B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml.1 ELECTRICAL PANEL NO POLE TRIP K.W DESCRIPTION WIRE NO KW DESCRIPTION WIRE 1 2/50 -Tb AIR 4ANDLER 2 4 5 2/50 A/C CAVIP. 00 6 a 2/50 12.0 RANGE % 1I I S 2/20 2.0 DISW WABHER/DISPOSAL 012 10 12 2/30 5.0 DRYER 010 11 1/20 LO MIFRIGERATOR 012— 7- 13 1/20 1B MICROWAVE (OPT.) 442 14 16 2/25 4B 140TWATER 14EATER 010 15 1/20 1b WASWER *12 2 1-1 1/20 1.5 SMALL APPLIANCES (WI) 2 042 18 1/15 Ob INTERCOM OUTLET (OPT.) 012 Ic.5 1/20 1b SMALL APPLIANCES 012 012 rM4 20 1/20 15 SMALL APPLIANCES 012 21 1/15 GENERAL LIGI4TNG 014 22 1/15 GENERAL LIGHTING (WI) M4 23 24 1 1/15 GENERAL LIGWT[Ws 014 25 26 1 2'1 281 1 21a 301 31 32 33 1/20 1.2 PAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/20 15ATHROOM REC 012 3-1 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. 4 EATHW. L[Cd4T 012 3C3 SPARE 40 SPARZE 41 SPAM 42 SPARE ---F-- "TOTAL 243 K U TOTAL CONNECTED LOAD: 41-8 KjU. SUBTOTAL 235 K.W. LOAD CALCULATION AIC a 100 9. -1.5 KWS FIRST 10 KWS. a 1009. — IOZ KUjS REMAINC)ER a 409. 12.2 KWS 4-1.8 - I-IB - 303 X .4 - 12.2 TOTAL 2S.1 KujS 2S.1 KWS X 1000 124 AMPS 240 PROVIE)rz: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1541 SQ.FT. X 3 WT5/5Q.FT. E;fo KJUUS 1000 m SE 3-1/0 THLUN CU. IN 1 1/2' CON. 1 04 TPWN CU TO 2-5/8' X 8' LONG GROUNC) r->RIVEN ROD PER N.F=.r,.- �101DEL C 8 TO FPI POWER CO. auj. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN E-1.2) SCALE: 1/4 17= 11011 1p THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER M COMPLY WITH ALL APPLICABLE CODES. EL] lie], 0 rl� ad 'i- Lq do xW �-�g 0 � d � E5 m V) Z� 0 X 0 CN www.GLEAssociates.com AA0002369 DEC 0--8 zgp R. QUNN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LLJ cn LLJ 4m M Li M cc c:1 TV-,, � 0 = z 0 Ima: L) 3: CU z LLJ 0 Isss- U) ca > 0 CD —j LLJ LL1 z < L) C) 0) m LLI j IL —j X Lu I- 0) cl) -j < C#) Ills— 0 lm� L) _j Cc KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 I NO. REVISIONS DATE 5UILZ)ING 10S CASTILEFINES TOWNHOMES, J 0 B N 0. 03750-00147 I S S U E D A T E: 12/05/03 D R A W N B Y: RNF C H E C K E D 8 Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml.2 TIR TO DOWNSTAIRS SWITCH ? v — — — C D E-1 2 N=> �=L-c;c)Fp, r=Lr=c-rf;zic-I,4L t=L,4N E-1 cm i � v=Lmr=-%o i nivm. rLmry I SCALE: 1/4 )I= i 1 -0)) 1/4 - - V - 410. A/C CZI`1F THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES- ul Lu ;!-c 0 mn 2m L. 0 0 V) im < 0 X 0 0- CN n www.GLEAssociates.com AA0002369 LIEG 0 8 aqll'� R. QuiWN IURNE� Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Lu Lu m cc 0 cq = z 0 LL. Lu 0 CO) > 0 Lu Lu z 0 CL CD cz M uj —j (L :3 —i X Lu I-- CO) cl) 0 .j CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE 1 PLAN REVISIONS 5WILDING IOS mom a mom 0 LW 11A CASTLEFINES J 0 B N 0. 03750-00147 I S S U E D A T E: 12/05/03 D R A W N B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml.3 v ELECTRICAL PANEL NO POLE TRIP Im DESCRIPTION WIFE No TRI KW DESCRIPTION WIFE 1 3 2/5015 AIR WANDLER *6 S 2 4 9 2AW A/C OOMP. so 6 a 2/9012.0 RANGE I 9 2120 2.0 01614 WASIHISRADISPOSAL 0M W 12 2/3MV 50 CM R 11 " lJV RE19RIGERATOR fa 13 1/20 is MIcROWAvoE (Orrj on 14 16 245 4.5 HOTWATER 14EATER qo 15 IM0. 15 WASHER I'l U20 lb SMALL APPLIANCE6 (WI) so 1& 1/5 02 INTERCOM OUTLET (OpTj 012 19 1/20 15 SMALL APPLIANIO138 M2 20 1120 1.5 SMALL APKIANCES, q2 21 IAb 4B GENERAL LWTINd, q4 22 22 IAb j GENERAL LIGI-ITING (GFI) 014 23 4 24 2 ]AD MAL LIG14TING 014 25 26 2 g' 21 28 28 29 3 w 31 32 14/ .sP we 1.2 FAN OUTLETS 012 34 35 Ind) 1.0 "RAW POOR 01ASNER 00 36 1/20 BATHROOM REC, v 311 SMALL Al-MOLIANOES (afl) 38 L120 SMOKE DETECT. 4 15ATHIRM. LIGI rM 35 SPARE 40 SPARS 41 SPARE 42 SPARE &mTarALZ_-1-' Ka TOTAL CONNEOTEC), OAn-46.-I wu. "ToTALL"t Ku I LOAD CALCULATION A/C a 100 % — _IB KUJS FIRST 10 KILO. 0 100% — 10.0 KWS REMAINDER a 40% — 10-1 KlUS 461 - 20 - 29b.-I X A - 10.1 TOTAL 282 KWS 31XP KWS X 1000 lie AMPS 240 FIWVIDE: ISO AMFS. SERVICE GENERAL LIGHTING CALCULATION 14W 801=T. X 3 UjT6/5(2FT. 4b KUjS 1000 t�-IOIDEL E ELECTRICAL LEGEND SURFACE MOUNTED LIGHT C�_dll BREAKER PANEL WALL MOUNTED LIGHT [a ELECTRIC METER RECESSED HIGH HAT Lp MAIN DISCONNECT PANEL 551, &1 DEDICATED DISCONNECT PANEL WK RECESSED VAPOR PROOF LIGHT ROUTED WIRE 0— SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK RECESSECED FLL13RESCENT FIXTURE Fo -0 TELEVISION JAM HEAT LAMP/ EXHAUST FAN COMBINATION INTLRCrA FLOOD LIGHT 313X SECURITY SYSTEM JUNCTION EXHAUST FAN CHIMES TRACK LIGHTING FIXTURE THERMOSTAT SWITCH r(51 TIMER RELAY 44' 3 WAY SWITCH SMOKE DETECTOR 0 44* 4 WAY SWITCH GARAGE DOOR OPENER -WR DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON-GARACE DR OPENER 9 4*- TIME iWITCH WEATHER PRI30F SWITCH QUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/180 SWITCH ACTIVATED RECEPTACLE WEATHER PRO13F RECEPTACLE 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 3-1/0 THuN cu, TO FF-L IN 1 1/2' CON. Co. C.U.I. 1 04 THLLN CU TO 2-5/8' X 8' LCNG GROUND DRIVEN ROD PER N.E.C.- FLFCTRICAL RISER DIAGRAM (N.T.S.) ELECTRICAL PLAN �E-1.4) SCALE: 1/4 J)=l 1 -0') :oMF, 5 OLUITC441 I Lup Gpi A/C C40MP -1. 1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIREn Fly pirin