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HomeMy WebLinkAboutPLANSSEE 1 STORY TYPICAL WALL SECTION FOR TYPICAL SPECIFICATIONS OF COMPONENTS APPEARING ON BOTH SETS OF CONDITIONS /r 12 5 12 nnniq;ernnnnnnnn\ \ 1" X 4" RAT -RUN a 6'-0" C.C. R-19 INSULATION MIN — TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES I X 3 FIRE STOP 8' C.0 HOR TYP IST FL INT WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT.IX2 FURRING ON CMU WALL 24" O.0 R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL FLOOR CONSTRUCTION (2ND FLOOR) FLOOR TRU55ES AT 24"OC MAX TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES I X 3 FIRE STOP 8' C,C HOR. — TYP INT I5T FL WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT IX2 FURRING ON CMU WALL 24" O.C. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION 7 4" CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED 501L COMPACTED TO 2500 P5F MIN DOUBLE MESH 60" FROM EDGE OF SLAB I Illllllilllllllllllllllllllllllllllllllll���. TYPICAL ROOF CONSTRUCTION TILE ROOF NAILED TO WO MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 30" FELT TIN TAGGED TO 5/8" EXT GRADE PLYWOOD ON PRE FAB ROOF TRUSSES AT 24" OC MAX BOTTOM TRUSS CHORD (VAULTED AREAS) GALV MTL STRAP AT EA TRUSS EMBEDDED INTO TB TYPICAL FASCIA CONSTRUCTION GALV MTL DRIP EDGE ON PT IX2 NAILER ON 2X8 WOOD FASCIA W/ 2X4 SUB FASCIA TYPICAL SOFFIT CONSTRUCTION PROVIDE 6" X 24" SOFFIT VENT 9 6'-0" O.G. SCREEN TYPICAL AT ALL TRU55 END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQUIREMENTS TYPICAL TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 80XI6" CMU WALL W/ 8" X 16" GONG. FILLED CELL W/ 1 0 5 VERT. SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH PER SEC. 2T04.10 (SEE ATTACHED ENGINEERING SHEET) TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB "SYSTEM 42" (OR EQUAL) FLOOR TRUSSES 18" DEEP AT 24" OC MAX _ TOP OF BEAM 1 o'- 61` 6EAM w/ 145 COMT. GL'G HGT. +5'-4„ TYPICAL TIE BEAM CONSTRUCTION MIN 8"XI2" POURED CONIC TIE BEAM W/ 205 RE, TOP 4 2 M 5 RB BOTTOM CONT TYPICAL EXT BLK WALL CONSTRUCTION 8"XI6" CMU WALL W/ S" X 16" CONC, FILLED CELL W/ I M 5 VERT. SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH PER SEC. 2104,10 (SEE ATTACHED ENGINEERING SHEET) TYPICAL SLAB RECESS CONSTRUCTION PROVIDE 1 1/2"XS" SLAB RECESS AT PERIMETER OF SLAB TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE FOR DETAILS AND SIZES 2 STY TYPICAL WALL SECTION (F�-KJCD) FIN FLOOR EL +/-O'-L GRADE SCALE: 3/4"-I -0" 12 �5 GO 2.5 \ \ \ 12 \ \ \ \ nnnncsemnnnnnn\ _\ \ V X Co" RAT -RUN a 6'-O" G.G. R-IS INSUL MIN TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL I X 3 FIRE STOP 8' C.0 HOR R-3 INSULATION TYP I5T FL INT WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT 2X2 FURRING ON CMU WALL 24" c.c. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" GONG SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 P51- MIN OR FIBER MESH 7 I STY TYPICAL WALL SECTION TYPICAL ROOF CONSTRUCTION '...GI IGIV I I IL= 1CV{..li IV fiILCV I V MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 30" FELT TIN TAGGED TO 19/32" EXT GRADE PLYWOOD ON PRE FAB ROOF TRUSSES AT 24" OC MAX BOTTOM TRU65 CHORD (VAULTED AREAS) GALV MTL STRAP AT EA TRUSS EMBEDDED INTO TB 9L 411 TOP OF BEAM TYPICAL FASCIA CONSTRUCTION GALV MTL DRIP EDGE ON PT IX2 NAILER ON 2 X 8 FASCIA TYPICAL SOFFIT CONSTRUCTION PROVIDE 6" X 24" SOFFIT VENT a 6'-O" O.C. SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQUIREMENTS TYPICAL BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8"XI6" CMU WALL W/ 1 "5 RB VERT IN A CONIC FILLED CELL SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH TYPICAL SLAB RECESS CONSTRUCTION PROVIDE 11/2"XS" SLAB RECESS AT PERIMETER OF SLAB TYPICAL 1 STY FOOTER CONSTRUCTION SEE ENGINEER DRAWINGS END GRADE SCALE: 3/4" -1' -O" I PR FIRE RATED PLYWOOD 'PYRO-GUARD'4'FROM - PARTY WALL R-IS INSULATION MIN — TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ, IX3 FIRE -STOP 8'-0" O.C. MAX TYP INT I5T FL WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT 2X2 FURRING ON CMU WALL 24" c.c. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 UALM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSP MIN OR FIBER MESH TYPICAL PARTY WALL SECTION RB TOP 4 2 05 RIB BOTTOM CONT MIN 8"XI2" POURED CONC TIE BEAM W/ TYPICAL TIE BEAM CONSTRUCTION / TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:UBO5 A �1 BOND BEAM W I • 5 CCNT. a +B'-I" 06051 051 FOR COM LI Ip REVIEWED BY}n{ ' DATE - PLAN AND PERMIT MUST BE KEPT ON JOB OR NO IIJSPECIION WILL. BE 1%1ND1 TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE _( MDDLe , SCALE: 3/4"= P-0" ISSUE DATE: REVISIONS DATE: AUG 3 0 1999 JOB NO: V O �~ W W�aQ W adVV 00 W � i�: ♦N UJ O �n pp �/♦ V/I TRUSS W/ 2-1/4" BOLTS DRAI :ET5 4110 STAIRS DETAILS SCALE: 3/4"• I'-0" SEMCO SOUTHEASTERN METAL OR EQUAL TRUSS TIE DOUJN SCRAP PRODUCT CODE GAUGE FASTENER SCHEDULE ALLOWABLE LOADS PER GTN HEADER WIND UPLIFT FASTENERS IN WOOD 2X HDP2X 18 10-106 156fo 25 2X(2) HDP2XD IS 12-10d 1880 25 FASTENERS IN CONCRETES 2X HDP2X 18 8-NK OR DN 1566 25 2X(2) HDP2XD IS 8-NK OR DIN 1880 25 INSTALLATION: USE ALL SPECIFIED FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED CONSULT MANUFACTURER FOR INFORMATION LEADING TO THE NK FASTENER. CODE COMPLIANCE: S.B.C.G.I, • 9166 METRO DADE COUNTY REPORT " 91-08308 SEMCO SOUTHEASTERN METAL OR EQU14L RIVETED TRUSS ANCHOR ALLOWABLE LOADS SIZE PRODUCT C ODE G" E DIMENSIONS FASTENER SCHEDULE 10d NAILS 16d NAILS LATERAL 'Al A2 WIND UPLIFT LATERAL WIND UPLIFT E CTN OUT E CONCRETE OUT OF WOOD AILwva- NAILS AILI&C NAILS Al A2 11-1601 595 210 595 210 1136 20 TAPR216 14 16 19 3/4 II-I0d 1136 100 3-166- 546 210 546 210 63']- INSTALLATION: USE ALL SPECIFIED FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED MINIMUM EDGA DISTANCE IS 2" REFERENCE FOR ALTERNATE FASTENER SCHEDULE " STRAP BENT OVER TRUSS OR JOIST GODS COMPLIANCE: S.B.G G.I. " 9166, " 9320, METRO DADE COUNTY REPORT " 90-0420,2, " V-0830,8 E XP,ANS I ON STRIP PANEL ANCHOR SEALANT SPACER GLASS BLOCK RE INFORC INCH MORTAR GLASS BLOCK SMALL BE INSTALLED WITH HOT DIPPED GALV. STL. REINF. IN HORZ, JOINTS, EXTENDING FROM END TO END, MAX SPACING IC " C/C VERT. BEING SHALL CONSIST OF (2) PARALLEL, LONGITUDINAL HOT DIPPED GALV. STEEL WIRES (9) GA OR WIRES AT 8" O.C. MAX. USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO S,F.B.C, 2704,10 LA55 5LC)CG DETAL N.T.S. 49 LOCATION NAIL SIZE MANUFACTURER REMARKS SPACING PLYWOOD WALL SHEATING 2112" X .131" (34 DEG.) _ ATLAS 0150115 4" O.C. PANEL EDGES 4 6" O.G. 0 IMTERMEDIATE SUPPORTS PLYWOOD 2 ND FLR SUBFLOOR SHEATING 21r2" X .131" (34 DEG.) ATLAS 4150115 4" O.C. PANEL EDGES 4 6" O.C. ® IMTERMEDIATE SUPPORTS PLYWOOD ROOF SHEATING 2112" X .131" (34 DEG.) _ ATLAS "150115 4" O.C. PANEL EDGES 4 6" O.G. ® IMTERMEDIATE SUPPORTS I X 2 P.T. FURRING STRIPS APPLIED TO MAS. WALL 211/2" X -095 INTERNATIONAL STRAPS 4 MACHINES CO. 0422428 16" O.C. EXT. WINDOW BUCKS APPLIED TO EXT. MAS. 21,12" X -O9S INTERNATIONAL STRAPS 4 MACHINES CO. 0422428 16" O.G. EXT, DOOR BUCKS APPLIED TO EXT. MAS. 211/2" X ..099 STRAPS 4 MACHINES CO. 0422428 16" O.G. EXT. WINDOW 4 DOOR WRAPS 4 SURROUNDINGS 2112" X -099 INTERNATIONAL STRAPS 4 MACHINES CO. 0422428 16" O.C. GARAGE DOOR BUCKS 3" X .300 RAMSET/REDHEAD 01524 SDC 12" O.G. MAX. WINDOW SILL PL l NON. BRN'G) lie" X 3 914" U.S. ANCHOR 01236 24" O.C. MAX. WINDOW SILL PL ( LOAD BRN'G) 112" X 3 3/4" U.S. ANCHOR '1236 12" O.G. MAX. 1 WIRE LATH 1/4" X .120 PASLOPE 0404695 MAX- MAX. 6" O.G, SIDE LAPS SECURED TO SUPPORTS 4 TIED BETWEEN SUPPORTS ® S" O.C. MAX. ROOFING BASE SHEET, TIN CAPS NAILS 1" X .120" GENGO 'HJI3ATA MAX. 12" O.C, ® HEAD LAPS 4 EAVE EDGES - MAX 24" O.C. ® EDGE OF VALEY SHEET - GALV. NAILS INT. APPLIED ROOF NAILS, FIELD TILE NAILS 21i2" X .133" INTERCHANGE '89019 2 RING SHANK GALV. NAILS PER TILE RAKE EDGE , RAKE TILE NAILS 3" X :1-0" HITACHI "58MEKAJ 2 RING SHANK ZINC PLATED NAILS PER TILE ALTERNATE FASTENER SCHEDULE FOR VARIOUS ALLOEABLE UPLIFT LOADS I" WIDE STRAP NUMBER OF 10d FASTENERS GAAGE 2 4 5 6 1 8 9 10 II 12 14 15 14 334 668 535 1002 1189 1336 1503 1610 1136 1136 1136 1136 I$ 326 652 515 918 1020 1020 1020 1020 1020 1020 1020 1020 20 326 633 633 I 633 I 1 633 633 633 1 633 633 633 633 i— 633 I NUMBER OF 16d FASTENERS GUAGE 2 4 5 6 1 6 9 10 11 12 14 15 14 364 125 910 1092 1214 1456 1630 1136 113ro 1136 1136 1136 IB 358 115 895 1020 1020 1020 1020 1020 1020 1020 1020 1020 2 SETS OF 2" X 4" X-BRACING FROM GABLE END TRUSS 4'-0" O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2" X 4" OVER DROP GABLE FOR CVERHANG OVER 6" 2 X 8 FASCIA 2"X4" X 6' VERT. " 24" O,O. 3LEE END TRUSS , STRAP " 24" O.C. EXT. GRADE PLYWOOD 2" X 6" P.T. 1/2" REDHEAD " 48" FLAT GABLE END 0 BLOCK WALL DETAIL TYPICAL 2 SETS OF 2" X 4" X-BRACING FROM GABLE END TRU55 4'-0" O.C. ANGLE BETWEEN 30-48 DEGREES ENTIRE LENGTH OF SCISSOR TRIU55 2" X 4' OVER DROP GABLE FOR OVERHANG OVER 8" 2" X 4" RAT -RUN— • 6'-0" O.C. 2" X 6" VERT. " 24" 2" X 6" P.T. 1/2" REDHEAD " 45" 2 X 8 FASCIA END TRUSS EXT. GRADE PLYWOOD STRAP " 24." O.C. 60166OR GABLE END BLOCK WALL DETAIL TYPICAL EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ .099 X 1 1/2" SM 6" O.C. 8" MAS. I ALL WINDOWS INSTALLATION SHALL FOLLOW MANUF. SPECIFICATIONS. WINDOW BUCK DETAILS D-2 STUCCO FIN. EXTERIOR DOOR BUCKS APPLIED TO EXT. MAS. W/ .099 X 1 1/2" 5M 6" O.C. 5/4 (13/16") RABBITED JAMB 8" MAS, ATTACHED TO DOOR BUCK W/(o-8d NAILS EA. SIDE, 2 o EA. DOOR BUCK I X 4 SPACER DRYWALL I X 4 P.T. 5 O-Z I DOOR JAMB DETAILS STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE TOP PLATE ANCHOR AT EACH STUD 2 X F.S. 2 X WOOD STUDS A 16" O.C. 5/8" TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2"X 1" LONG TOP PLATE ANCHOR KWIK-BOLTS s 40" O.G. OR AT EACH STUD AS 311 X 300 SST/REDHEAD MUD SILL POWER FASTENERS •1524 SDC G D- BEARINCs UJALL DETAILS a n h 0, a. I XLn LL C4 Ir a a 10 Ln O a ISSUE DATE: REVISIONS DATE: AUG 101999 JOB NO: ♦� O W O F- LAM W W Z�o Q W _ wU0 Z WNc� =♦VW ♦0 0 W 04 Q a J D-2 :G 1 HR FIRE RATED PLYWOOD PYRO -GUARD' 4' FROM PARTY WALL FIRE RATED _--� INSULATION ____-\ 1X4P.T. R-I9 INSULATION MIN TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REO, IX3 FIRE -STOP 8'-0" CC. MAX 0 TYP INT IST FL WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT 2X2 FURRING ON CMU WALL 24" c.c. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 wWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH TYPICAL PARTY WALL SECTION 0 0 TYPICAL RAKED TIE BEAM CONSTRUCTION MIN 8"XI2" POURED CONIC TIE BEAM W/ 2"5 RB TOP & 2 "5 RB BOTTOM CONT IX4P. TYPICAL ELK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U905 BOND BEAM W 15 CONT. a TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE SCALE: 3/4 I'-m" SUM ® ®u HE04Sorg RN MET14L OR SaJ4L TRUSS TIE DOWN �TR,4f= PRODUCT FASTENErR ALLOWABLE SIZE CODE GAUGE SCHEDULI LOADS PER CTN HEADER WIND UPLIFT FAST"" IN WO= 2X HDP2X 18 10-10d 1566 25 2X(2) HDP2Xp IS 12-10d 1880 25 FASTENERS IN CONCRETE. 2X LIED IS 8-NK OR DN 566 25 2X(2) HDP2Xp IS 8-NK OR DN 880 25 INSTALLATION: USE ALL SPECIFIED FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED CONSULT MANUFACTURER FOR INFORMATION LEADING TO THE NK FASTENER. CODE COMPLIANCE: 8.5.C.C.1. " 9166 METRO DADE COUNTY REPORT " 91-0830,8 SI IV® RIvETED TRUSS 4NCI-{OR PRODUCT SIZE DIMENSIONS FASTENER f+G-1-�A15LE LOADS CODE GAUGE SCHEDULE 10d NAILS trod NAILS OUT OUT OF locitrodLATERAL LATERAL PER CTN CONCRETE WOOD NAILS NAILS At A2 UPLIFT WIND AI A2 UPLIFT 20 TAPR216 14 16 19 3/4 I I - IOd 11-16d 595 210 595 210 1136 1136 3-16d* 546 210 100 546 210 639* INSTALLATION: USE ALL SPECIFIED FASTENERS IN SCHEDULE TO ACHIEVE VALUES MINIMUM EDGA DISTANCE IS 2" INDICATED REFERENCE FOR ALTERNATE FASTENER SCHEDULE STRAP BENT OVER TRUSS OR JOIST CODE COMPLIANCE: S.B,C 2320, METRO DADE COUNTY REPORT " 90-04202 " 91-0830.8 12 5 I \ 2.5 I \ \ \ \ 12 \ \ I" X 6" RAT -RUN 6'-m" C.C. R-19 INSUL MIN TYP INT CLG CONSTRUCTION GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL I X 3 FIRE STOP S' C.0 HOR. R-3 INSULATION TYP IST FL INT WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT 2X2 FURRING ON CMU WALL 24" c.c. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 0 I STY TYPICAL WALL SECTION y LOCATION PLYWOOD WALL SHEATING PLYWOOD 2 ND FLR. SUBFLOc PLYWOOD ROOF SHEATING 1 X 2 P.T, FURRING STRIPS API MAS. WALL EXT. WINDOW BUCKS APPLIED EXT. MAS. EXT. DOOR BUCKS APPLIED ' EXT. MAS. EXT. WINDOW 6 DOOR WRAPS < SURROUNDINGS GARAGE DOOR BUCKS WINDOW SILL PL ( NON. BRN'G WINDOW SILL PL ( LOAD BRN'G WIRE LATH ROOFING BASE SHEET, TIN CAPS NAILS INT, APPLIED ROOF NAILS, FIELD TILE NAILS RAKE EDGE , RAKE TILE NAILS ALTERNATE FASTENER SCHEDULE FOR VARIOUS At I" WIDE STRAP NUMBER OF 106 FASTENER GUAGE 2 4 5 6 8 9 14 334 668 835 1002' 89 1338 1503 IF IS 326 652 615 918 1020 1020 1020 I& 20 326 633 633 633 633 633 633 6 NUMBER OF 16d FASTENERS GUAGE 14 IS TYPICAL ROOF CONSTRUCTION CEMENT TILE ROOF NAILED TO Sm" MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 300 FELT TIN TAGGED TO 19/32" EXT GRADE PLYWOOD ON PRE FAB ROOF TRUSSES AT 24" OC MAX BOTTOM TRU55 CHORD (vAULTED AREAS) GALV MTL STRAP AT EA TRUSS EMBEDDED INTO TB _ TOP OF BEAM � VARIES —® TYPICAL FASCIA CONSTRUCTION GALV MTL DRIP EDGE ON PT IX2 NAILER ON 2 X 8 FASCIA TYPICAL SOFFIT CONSTRUCTION PROVIDE 6" X 24" SOFFIT VENT a 6'-0" O.C. SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQUIREMENTS TYPICAL BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT ELK WALL CONSTRUCTION 8"XI6" CMU WALL W/ 1 "5 RE, VERT IN A CONC FILLED CELL SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH TYPICAL SLAB RECESS CONSTRUCTION PROVIDE 1 I/2"X8" SLAB RECESS AT PERIMETER OF SLAB TYPICAL I STY FOOTER CONSTRUCTION SEE ENGINEER DRAWINGS GRADE _ FIN FLOOR EL 2 4 5 6 1 g 9 364 128 910 1092 1214 1456 1630 I1: 358 715 895 1020 1020 1020 1020 10: 2 SETS OF 2" X 4" X-BRA GABLE END TRUSS 4'-0" ANGLE BETWEEN 30-45 D ENTIRE LENGTH OF SCISSC 2" JC 4" 2" X 1/2" REDHEAD o 4V' PLAT GABLE END a BLOCK UJAL T�'PIC,4L 2 SETS OF 2` X 4" X-BRACING GABLE END TRUSS 4'-0" O.C. ENTIRE LENGTH OFO-45 SG SSOER R 2" X.4" RAT-RUN- 6'-0" O.C. 2" X 6" VERT. ® 24" 2" X 6" P.T. 1/2" REDHEAD & 46" SCISSOR GABLE END a BLOCK LU, EQUI �v,(IP�T S G-I'v"; JUI.I= 4 7,1 32'-0„ IT-4" >c'':L.,$ :._bi.1 ", 00 C� 3._3„ I 8,_2„ 2'-IP 1,_4„ 2,_3„ 10,_2„ 2-_3, 1'-4„ I I 1 I I I I I , I 8„ COVERED PATIO VAULTED CL'G r 1 0 I 1 eoso sGD I it __4L 1 1 ' V h 0 LIVING ROOM I VAUIITED CL'G /`2355H ��355H 2 9X" L'4O MASTER. BRIM V VAULTED CL'G , �t m —Pool P10�01-I I I I -- - -- v I I pl A I- IJ / 0 II V PO su ` \ 62fi4j, ABovE_ i _9 S" 0 6T R BATH I e° m 1m' cL'Grc.r. I ' WALL K0o2 1 -0' - - \` 4' F BE �p K -T Oo I/ I O�`•� m r I KOo6 9 KITCHEN Q VAULTECL'G 0 I � _y 11S I� Fi = C 1; � I I ARCH I17111A (.9f5 ` ipy©N BREAKFAST ?N %-�.r DI INCs ROOM VAULTED CL'G"l..tT VAULTED CL'G 3080 OF l 3,_0„ 5 4' S 11t._ 9'-2 , �� t P004 / A 2,_8 1._8„ MTL. E004 /M AR H wit, . DEN/BRM #3 P012 VAULTED CL'G 1 , 4" all 1 � - tfi - 1 a 1 , m * ' V4 CL (1J E008 <� POO1� P004- ¢1 I I 6 5068 BF � II II ry II'1j,I I POW. il :r $EDROOt a n #2 118c� rA SO10 O.H. GARAG DOOR TH CL'G/C.T. 0 5'-2" 4" 10'-6" g'l Ill I E002 _.,, -- - - � 0 245H TEMP Q 355H EGRESS 8" 4'-2" 1 -4„ 32--0" LEFT F L C) �� I I (1 P014 N K �n 1, GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE REGEPTACAL FOR MICRO/HOOD FAN Fi5" AF.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C. ISS2 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1530 SQ. FT. GARAGE 230 5Q. FT. COVERED ENTRY 30 5Q. FT. COVERED PATIO 115 5Q. FT. TOTAL UNDER ROOF M05 5Q. FT. {BEY NC)TES POOI CLOSET W/ VINYL 1.1c.ITILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF F'004 R-11 INSULATION BET:I,r.-'EN GARAGE AND A/C P005 60 SQ.IN. BLK VENT W/ SCREEN Q FLR LEVEL PO06 42" KNEE WALL POO-I PLANT SHELF ABOVE P008 1'-6" WALL PO09 MIRRORED P010 PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 3(5" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X 8" WD. RAILING / 2' PICKET ® 5" O.G. P014 GLS.BLK. (l HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT 9 GARAGE DOOR O FLRLEVEL P011 CABINET .ABOVE P015 8' CEILING POM TEMPER GLASS B001 RECESS MEDICINE CABINET B002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN E005 RECESS SHOWER Wr CER. TILE WALL 800E KNEE SPACE 5001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 GOOK TOP K006 D15HWA5HER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E006 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS m 12" OC. 5002 BRN'G WALL WD. STUDS ® 16" O.C. 0 J� N F L ISSUE DATE: AUGUST 1111998 REVISIONS DATE: JOB NO: W > W Wa I ceV p uj Z #V jamq v H O 0 � P c� n Ln Q• 00 of P O 10 LXn J Q IL ci n N rL P P n Z O a m 0 z Ild � m i V tu= d' Ov d� � F- �- V O Jul 3 Z Lu w � _1 m Z ryZ ` V 4 ` 0 � Q ,n LP4 ` I:1 r RIGHT f=1L "N 1/4 " = P - ra" iUC 9 a 0 KEY NOTES 1-001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE)TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C FOOS 120 SQ.IN. BLK VENT W/ SCREEN • FLR LEVEL POD& 42" KNEE WALL P001 PLANT SHELF ABOVE P005 1'-.6" WALL FOOS MIRRORED 1=010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES 1-012 22" X 36" ATTIC ACCESS W/ LIGHT 1 SWITCH P013 1 1/2" X 8" WD. RAILING 1 2" PICKET • 5" O.C. P014 GLSSLK N HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 SQ.IN. VENT m GARAGE DOOR b FLRLEVEL P011 CABINET ABOVE P018 8' CEILING P019 TEMPER GLASS 5001 RECE65 MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN M005 RECESS SHOWER W/ CER. TILE WALL B006 KNEE SPACE E5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO& DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E009 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS . 12" O.G. 5002 BRN'G WALL WD. STUDS • 16" O.C. DOOMS SCHEDULE SIZE OPENINCz T Q REMARK A 2 -2cOea HG ® 2&&0 HG O2I0,9,8 1-1C ® 20&0 SG E 2868 MTL W/ AUTOCLOSEF2S O 30ro8 HC O 30ro8 MTL O 1 16ro8 BF SWING BIFOL0 O 20ro8 E3F K 2668 BF 3068 BF 4068 MF O5068 BF o1810ro8 BF ' ® I6010 OVERHEAD GARAGE DOOR ® 8070 OVERHEADO C-GARAGE POOR ® S0ro8 BP MIRK. Cj 2-2068 MTL FRENCH I LITE UJINDOUJS 4SC�;D SCI—IEDULE SIZE OPENING T G1 REMARK 10 245H EGRESS 02 2SSH O 26SH ® 34SH EGRESS 0 356" © 3roSH O 1/2339" ® 1/235SH ® I/23ro SH — ® 3040 HR ® 4040 HR I-IR CGRESS 4030 ® 50ro8 ---- SGc:) © r2'080 SG� O 8080 SG� ® 5080 SG� © 12080 SGD O I ro 080 SG I CsENERAI_ NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALC5. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IlOv W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS. LAVATORY, SHOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 4Fi-R2 OF 5F.B.C. 19l2 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM CIF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR AREA CALCULATION LIVING AREA A/C 1683 SQ. FT. I ST FLOOR 1000 SQ. FT. 2 ND FLOOR 683 50. FT, GARAGE 40ro 5Q. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO Iro SQ. FT. TOTAL AREA 21S5 SQ. FT 2 ND FLLOF;;� SCALE: PLAN 1/4 " = I' - 0" 'r �QUI`anne�-r ULs= CIO "r_. jlzer.?— .� Q x rrr l�al L. jk-1(e-wl1,I/'7 ba.J L eew 0 o x �n rrra�, �m � lrlC40 ") , " I I ---------------------------------------- I O 6'-4" 1 I i I COVERED PATIO CL'G I I j E003 j j 2-245H EGRESS I rp - 1 I f� 0 81 n IE1 I eCOVERED PATIO I I I 4 � A I BEDROOM 02 606E SGD I 9'4 CL'G �ZXSL-M N O = _______________ Q n I 13'-m" ( ra2 i' 12'-O" iQ I E ,a ,r 7 BEDROOM 03 o � M( p 9'4 CL'G m f4 e N l' S" 2'-I " 2'- 3'- " 4" 3'-0" 4'-10' 266E BF II •� - -- i d. �x" TH #2 A 292o 3' 2 \xD kk U :' 0 n, 3 rfm (3- 8 n) - - 14 12 . 114 P004 f UP E00B Up"Tu �..10 .•.Y<. E004 C I, — P004 [ 30 MTL We -.G. ROVE C Cl 0 I � GARAGE 1 9'4 CL'G/ --- /�-E001 I 1 I 16010 O.H. GARAGE DOOR f I I 21-0" 16'-0" 2'-0" 20' -0" 6' a0" j 26'-01, A 1 ST F L O C`> !� PL.gN 1/4 " - P - m'• ILI • , i' i � t ♦ n o- 1• fSSUE DATc; y: AUGUST 11,998 REVISIONS DATE; JOB NO; z UJ LLI w 0 0 uv .�' P. i = 0 VI 0 Y V O O J Cc r` C r u? 01 01 o Ln tA J 1 C 10 . oa cu L n a Q a I n O a m ♦ IMiN EZbM M m 9 oM ♦A O _■ 1 It m r � fps O N O a J a w a z z 5 C a I rr 1 OX O c°u Lv ' �a�LQ�E►�� s° Cz NI;Q:AL NOTES I ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND 546E SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. I. "VAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER, 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER 15LIlLDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY 54CK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.B.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1530 50. FT. G4RAGE 230 5Q. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT, TOTAL UNDER ROOF 1905 SQ. FT. IJTVIES P001 CL05ET W/ VINYL VENTILATED WIRE SHELF P002 DRYER Vl:HT (SMOOTH TYPE) TO OUT5IDE P003 VENTILATED VINYL WIRE SHELF POO4 I''.'-ll IN5UL4TION BETWEEN GARAGE AND A/C P005 60 50,1N. al-K. VENT W/ 5CREEN o FLR. LEVEL POO& -.2" KNEE WALL POOI PLANT SHELF ABOVE P008 l-6"WALL P009 MIRRORED PO10 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES F012 22" X 36" ATTIC ACCE55 W/ LIGHT < SWITCH P013 1 1/2" X 8" WE). RAILING / 2" PICKET O 5" OC. F014 GL6BLK. N HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT o GARAGE DOOR 6 FLRLEVEL P011 CABINET ABOvE P018 8' CEILING P019 TEPIPER. GLA55 B001 RECESS MEDICINE CABINET 5002 MARBLE 50ELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN E3005 RECE55 SHOWER W/ CER. TILE WALL 5006 KNEE SPACE BOOT BANG OF DRAWER BELOW KO01 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN KOO5 COOK TOP K006 D15NWA614ER EO01 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR, LEVEL E005 POOL PUMP'EQUIPTMENT EOOC, WHIRLPOOL PUMP EOOI CENTRAL VACUMN E008 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUD5 0 12" O.C. 5002 BRN'G WALL WED. STUDS o 16" O.G. F"L "I V RIGHT SC LE: 1:4 " = I' - sa" IF ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: w r ' , Y ` W O rL�■ W W w ce 0 i .j *c iN 0 1- Y V OO J pp r- r to r P C rn O Lo O In J X LL != C �T N Ql Q a 'O Iv1 tii Z O x 6 m It m m E2 0 Z 0 s m r N r F' O O lJ J Z J F- m Z Z O C1 0 U 04 a a PERMIT/CONSTRUCTION nRAWIMr.. P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 120 SaIN. BLK VENT W/ SCREEN o FLR LEVEL PO06 42" KNEE WALL P001 PLANT SHELF ABOVE POOS 1'-6" WALL P008 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/'2" X 6" WD. RAILING 4 2" PICKET m 5" O.C. P014 GLSZLK (I NRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P0f6 120 SaftL VENT 0 GARAGE DOOR ® FLRLEVEL POYI CABINET ABOVE P015 8' CEILING POTS TEMPER GLASS 15001 RECESS MEDICINE CABINET EW02 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOVER PAN B005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL KOM RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP IC006 DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, FLR LEVEL E005 POOL PUMP/EQUIPIMENT E006 WHIRLPOOL PUMP EOM CENTRAL VACUMN EOM AIR HANDLER UNIT 5001 BRN'G WALL WO. STUDS ® 12" OG. 5002 151;a4* WALL WD. STUDS ® I6" O.C. SIZE OPENING T G2 FZEr-1AR.IC 2 -20rn F 4G 26 Fa 8 1-FG 210ro8 1-1C 2a&a SC O 245roa MTL W/ AUTOCLOSERS O30Gaa 4-IC 30E,a MTL �j�� 4- © 16c�a MF SWINCz MIFOLD J� 2 %1 E%F - 26E+a E5F L 3®rna BF -- - ® 4406a BF 506a a E3F ® 60roa E5F 118,0-10 0vER1-IE,4Ia CaAR4CaEE L OOR 8070 OvER1-IEA1� CsARACsE MOOR 5068 E3P MIRi@- 5 2-20raO MTL FRENCH I LITE wINU®UJs 45C-1::) SCrl-4F=-DULE SIZE OPENING: T G2 REMARiG O 249" EGRESS �2 256" _ - 26aSl--I —� 3461-4 E(SRE56 355" 30 6" 1/2536" 49 1/23551-4 1123E+6W - _ --- — O t 3041a I-IR 404sO 1-4R ECsRE66 4030 F-1R 50r�a 6GL7 rQmam—_!— a080 6C3D 12080 SCUD —� O I(o0a0 6Ca GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS, 2. PROVIDE 120 SaIN. OF SCREENED BLOCK VENT AT BLOCK: WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. a PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 11Ov W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, S44OWERHEAD3, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.B.C. M52 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 60YT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR LIVING AREA A/C 16-53 50- FT. I ST FLOOR 1000 SO- FT: 2 ND FLOOR 6a83 5Q. FT. OAMA= 4+2 e I=. CT, COVERED ENTRY 30 SQ. FT. COVERED PATIO lro $0, FT. TOTAL AREA 2196 SQ. FT. I I I I I I 26SH I I SG,4LE: M-4° 6- 42" AFF 60S0SGD 6080 SGD LIVING ROOM VAULTED CL'G TED CL'G 21_31- 6'-0" v 414[11-1111 P010 7s_-1 r LIB 12'-0" 26514 VAULTED CL'G � I S I I II I II it II I128W 4" 5'-10, 4" 3'-6' 4" 2'-0" I J` I POOI n � I �-P001 1 I s I I It v � u i fN 3 � 1 � I -� MASTER BAH 10' CL'GlC.i. II 4, 3 _9 5i_0'LL SAUNA m UNIT I K9J02 KITCHEN VAULTED CL'G c0 _6" VAULTED PL'G 35SId I' 3b6H qK . I f'L. ,4N 1/4 " : i' - s23" I 1 eT FL<:7)C)1;:,:> eG 4L- Es: 1/4 " ® I' - 0" LANS ? HERMIT MUST BE KEi'l ON JOB OR NO INSPECTION WILL BE MADE ------------- 32'-0" 0 �n RIGHT (::;E=NERAL NOTE& I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALLS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN, FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERAOU5 MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAG CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 5. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. '3. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP, MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 514OUERHEADS, URINALS AND 5INK5 COMPLY WITH TABLE 46-1 OF 5F.B.C. IVB2 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 5QFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR, ION AREA CALCULATION LIVING AREA A/C 1455 SQ. FT. GARAGE 316 50. FT. COVERED ENTRY S SQ. FT. COVERED PATIO V 5Q. FT. TOTAL UNDER ROOF 1964 SQ. FT. P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 5Q.IN. BLK VENT W/ SCREEN a FLR LEVEL P006 42" KNEE WALL Pool PLANT SHELF ABOVE P008 l'-6" WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH 1-013 1 1/2" X 8" WD. RAILING 4 2" PICKET a 5" O.C. P014 GL515i (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE POI& 60 SQ.IN. VENT a GARAGE DOOR a FLRLEVEL P011 CABINET ABOVE P018 8' CEILING POM TEMPER GLASS 5001 RECESS MEDICINE CABINET B002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 15004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ P15POSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WE). STUDS a 12" O.C. 5002 BRN'G WALL WD- STUDS a 16" O.G. 39'-a)" FL ."N 1/-4 " 1' - m" ISSUE DATE: AUGUST 1111998 REVISIONS DATE: • A, •I �1 ��I f O J W Z K F-- i"A ►A 6 Ld' vl: p y,w " [ 000000000I --10MINNI 4�94A IF'i0. i eqz .0 7- -1 — AD D &c ') ARCH= & RMNM -NN— ER U 2295 CORPORATE BLVD, N.W. EXECUTIVE TEE. (407) COURT 1 997-7286 SUITE 117 BOCA RATON FL 33431 THESE PLANS AND aPROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS %I MAY BE NECESSARY IN ORDER TO PIN COMPLY WITH ALL APPLICam CODES. 9 ST 4.l IC i L�4JNTY S01LC11N� �IVIy11��1 REVIEWED Pok 00" 16 G REVIEWEd Sy OATS.,,,ON JOB OR .% � - r ST. LUCIE COUNTY FIRE DISTRICT REVIEWED FOR COMPLIANCE AYJ—) SUBJECT TO FINAlFIEI-,D INSPECTIQ)N T BY. DAB Lu Compliance to: 1. N.F.PA. 101 2. Standard Building Code 3. State Fire Marshal Rules 4. Local Fire Codes SEE ATTACHED DEPARTMENT WRITE Ti' 2400 RHODE ISLAND AVE. TELEPHONE: (561) 462-2312 FT. PIERCE, FL 34950 FAX: (561) 462-2325 CA w z r-- 0-. Ln w 0 ¢ U JUN 0 9 1999 a le-A._mu 2 PL4N 14, PLAN ID, i=L.4N ' C' f==4N ' D' P=04N ' C' P�.04N 'rm' Sc.4LH: 1/8 " = 1. Pew 4N 14' f=Lr4N 'D' I/8 " = 1. - 50D�. fi=L. O4N ' C' P�= 4N ' D' P= 4N ' C' �WANNLWEI L ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W V �z p 'i O W 0 �- V >�� o W zp%a W O� WW CVO < W ow O Z ~ .J O 4-1 NY 0 H ]C . v ' O O m r rn 00 1 a r- Lo � o p. r O O '= .O v i J g 00 00 04 N h P O� QR O. � W - C 0 ♦ — E z m v M tA V o iAIM# i V :3 I— �0 V. J � Z W z }Ro� J U m z m U � Q O o w d v a 04 m m m i o D999 c 0 w 0 Q a PERMIT/CONSTRUCTION DRAWING AC -'I �_____ 1 , __ _ _ __________ -J _ _ �? O - --------------------------- 1 t I II 1 I ` I �ti'�i�i, r„ ;;..�+F[ •e... r�;� --�.� �'�..✓1_" �`::>`r/i%3,. �' ____ II `.: ,;., �, __sr%r?feuc .'��'•;t --r ]•'`�';::.<l/rX�{-- .; or",,. -- -- - 1 rx,r uxe rauvJ •�roru•�nm auvv•s,a•.a•s nm -- a I I C C ------------ ' _______ ______________ %r L I ii L I JI I t I i I ;' 'I 1I li II ;J •�_ I' 1 u I• u � I _ �. li II 11 •,__-_ --,1 4 1 Ll II 1 1 R________ _ �� �l S _—J� tt •: JJ -------------- [_�\ it v♦ - v 1 , J� l 'I `] _. _ _ IL] `\ I ( cJ,l i"--J 'n--i , LJ�-- b_ 1 t •^; II I I C'===______________----- _____- !' ;� C`-----------_______--_______ ti rl r, .------------ __ _ _________ LA I ® I' ® ___ J%%�:n ._.,'�]1 _ �� ------ L -------------------------- ------------------- 1 IL i r ` II -v j 1 11 1 :.aTl -0 `�{___---- __ ++'O vxn•ecwlemv,.w,m. ii 1 r1(J. O o S t PLAN 14, PL4N In, sc.oI-f-== PL,4N ' C' PLMAN 'D' f L I/8 II = 1' _ co)11 PL�4N 'C' PL4N IrmI ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W V mZ p ♦� p O W _ P Q W o W W cdUu w d� � .� Z 0 5ro.. �2 U OO J 00 C Lo r a a r o .o o J LL 0D 04 00 N U P Q� R W a M M M in a 400 o t V i4 i V � N K O r} �aVI a— 7F O O Jy= LIJ Z 6 L 2 W ^ U J m LO � Q Lil U Z w m � V m L N a a m 0 3 0 w 0 0 JUN 9 9 1999 a N PERMIT/CONSTRUCTION DRAWING AC-2 = i LEFT SIDS SGALE: ELEVATION 1/8 " = 1. - m" };;;,:'E,4fiz ELE\/,4TION 1/8 " = 1' - D" �f;z=-,ONT ELEu,4T 1 ON SGALE 1/8 " = I, - 5g�,, f;z,:'IC-;a-4T SIIDE ELEU,4T10N 1/8 " - P - m" ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W to V �Z a .�= O V W �— 0 th W uml 001 ice "Q O 'U W Z .O �" O H Y U O� J CD s� w rm rm E Z c V �4a V f- PL04N 14' P1=04N 'D' PL04N 'G' PLAN 'D' PL�4N 'C' PL04N 'E' PERMIT/CONSTRUCTION DRAWING A 1 d r uy w Z z w �Z U a a, Wm U ® Z rn 8S � O � V m a CA a -- W m 0 3 0 w U 91990 g a a N m J Y U E d d LEFT FOUND T ION 1/-4 = P - ra" 01--U II I 6CHEDULEE • • 8" x 16" GONG. BLK. FILLED CELL W/ 2 • 5 BAR TIED TO TIED BEAM AND FOOTING. O • • • 8" X 12" CONIC, COL. W/ 4 • 5 VERT. AN • 3 TIED m 12" OC. O(� 3 I/2" X 3 I/2" X I/4" STL. COL. ® a^ 4" X 4" X 1/4" STL COL. O .> 8" X 12" X 12" CONC. COL. W/ Fi• 5 VERT AND • 3 TIES m 12" O.C. O . . • 8" X 16" CONC. COL. W/ 4. 5 VERT. AND • 3 TIED m 12" O.G. O 8" X 12" x 12" GONG. COL. W/ 6. 5 VERT AND 0,3 TIES 012" OG. ® 8" X 1-1 GONG. BLK. FILLED CELL W/ 2 " l BAR TIED TO TIED BEAM AND FOOTING. O 8" 5 ELK. FILLED GALL W/ BAR AR TIED TO TIED BEAM AND I FOOTING m 4'-0" OC. MAX. (D 5 16" X THICKENED EDGE GONG FTC. W/ 2 • 5 CONT. ® FT 8" THICKENED EDGE CONCRETE FTC.. W/ I " 5 CONT. � 4)36" X 36" X 12" CONCRETE PAD W/ 4. 5 EACH WAY ® 8" X 8" CONCRETE FTG. W/ I • 5 CONT. ® L- W1 5 X THICKENED EDGE GONG. FTC. W/ 3 " 5 CONT. �J 12" X 20" GONG. FTG. W/ 3 • 5 CONT. AND 1 • 5 TRANSVERSE m 48" O.C. OELI 12" X 24" CONC. FTG. W/ 2 • 5 CONT. 16" MIN. BELOW GRADE I 42" X 42" GONG. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD WALL m 1&" O.G 20" I 10 B�"Af�INCrtUJ��I�h As C 4R, DROP DETAIL l�! O V OAF VA I ; I I 1 1 O I I 1. I I I I I 1 1 II TI I I I I � I 1 I I 1 T I 1 I I I I I I I I !I_ I I I I 32'-0" 2'-4" I'-4" 4'-I" O THE SLAB ON GRADE 5HALL BE MINIMUN 4" THICK WITH 6x& 10/10 WLM. PLACE AT THE CENTER OF 5LAB WITH MINIMUM 30" WIDE 2ND LAYER AT THE MONOLITHIC FOOTERS OVER WELL COMPACTED CLEAN FILL TO MIN, 95% PROCTORS DEN5ITY SOILS AND WITH VAPOR BARRIER. THE 501L ARE TO BE TREATED FOR TERMITES BEFORE PLACING VAPOR BARRIER. 501L BEARING CAPACITY FOR THI5 DWELLING UNIT TO BE 2500 P.5F. MINIMUM A5 PER ENGINEERING TESTED. L--------- ©' - D , F N15HED FLOOR ELEVATION TO BE 18" MINIMUM BOVE TOP CROWN OF ROAD 4'-6 I 1 00 - 1 I r--------------� � i I -I I I O --I.-- F-1 I T / L-----__' I V r - M n ------------- -----------------� 'n I I I I I I I 4" I j I ; 1 1 I I 1 I 1, I I I I - I I I I I I d I ; I I I 1 1 I I I I I I I 1 I 1 � I I I I � I �______________ _ _______ _________________ J1 �o \> �n m 21' -10" 15'-4" 4'-1" I'-4 O ALL COLUMNS TO BE EXCEPT WHERE NOTED 9 CONTRACTORS SHALL VERIFY ALL DOORS 4 WINDOWS OPENINGS W/ MANUF. O O _4„3'_0" 14' -0" F O U N I O N SC L E LEFt l� "N 1/-4 = 1' - <2�)" PERMIT/CONSTRUCTIoN nRAwiNG ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q W 0 > W W N r. W V 0 _ �v 7 O Y p O J m Q a C 0 J a r N r a P 10 v m cN n rl a P 10 Ln w Z O a m M rn r r� F w J � 00 Z W Q I-- U O m � m m an a a m m 3 0 JUN `0 9 1999 m m J Q Y 32'-0" FLC,) c�::) SG 4L_E: Ii4 " = I, _ m" GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLA65 SHALL BE PER ENERGY CALC5. 2. PROVIDE 120 5Q.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MU5T VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE 514ALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. I. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 50" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 05" AFF. CENTER RANGE SPACE. 10. 5MOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.BC. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE56 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1455 SQ. FT. GARAGE 3-16 SQ, FT. COVERED ENTRY 9 SQ. FT. COVERED PATIO 91 SQ. FT. TOTAL UNDER ROOF 19(o4 SQ. FT. <5y NOiEE) PO01 CL05ET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 5Q.IN. ELK VENT W) SCREEN o FLR. LEVEL P006 42" KNEE WALL POOI PLANT SHELF ABOVE PO08 I'-6" WALL P009 MIRRORED PO10 PANTRY W/ 5 5HELVE5 P011 LINEN W/ 5 5HELvE6 P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET u 5" O.G. P014 GL5.ELK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 5Q.IN. VENT e GARAGE DOOR ® FLR.LEVEL POII CABINET ABOVE 9018 8' CEILING POTS TEMPER. GLA55 E3001 RECESS MEDICINE CABINET 5002 MARBLE SHELF E3003 CULTURE MARBLE ROMAN TUB E004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER. TILE WALL 8006 KNEE SPACE BOOT BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN � {zu7c�iZi7� 3Nla K006 DISHWASHER EO01 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP EOOI CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 ERN'G WALL WD. STUDS d 12" O.C. 5002 ERN'G WALL WD. STUDS a 16" O.C. O 9 :tier. FL SG"L_E: 1/4 PERMIT/CONSTRUCTION L ILL, N = I. _ :2�' DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: •V W > LL. W p LLI �ULL � � Z ci O H U O m CV rn Lo r` r� 01 OP 00 P CV 0 O O O J 00 m cv Ln r U7 fh U O� d 10 Ln LN O 2 a M t7 22 a O z S m rr LA U O O J z W ^ J m Z Z d O K U a a a LEFT ELECTRICAL 1=4NEL NO POLE TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE 1 3 2/60 10.0 AIR HANDLER ' 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 120 RANGE '6 _ 9 2/20 2.0 D15H WA5HER/D15PO5AL 12 2/30 5D DRYER 70 11 1/20 LID REFRIGERATOR 13 IR0 15 MICROWAVE (OPT.) F10 14 16 2/25 45 HOTWATER HEATER -10 151/20 15 WASHER IT 1/20 15 SMALL APPLIANCES (GFI) IB 1/15 05 INTERCOM OUTLET (OPT.) •12 15 1/20 15 SMALL APPLIANCES '12 2D 1/20 15 SMALL APPLIANCES h2 21 1/15 45 GENERAL LIGHTING -14 Z2 1/15 GENERAL LIGHTING (GFI) '14 23 24 1/15 GENERAL LIGHTING 74 25 26 21 28 29 30 31 32 33 1/20 12 FAN OUTLETS 012 34 _ 35 1/20 1.0 GARAGE DOOR OPENER -12 36 1/20 BATHROOM REC. -12 3T SMALL APPLIANCES (GFP 38 1/20 SMOKE DETECT. A BATHRM. LIGHT '12 35 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 251 KW. TOTAL CONNECTED LOAD:�t92 KW. SUBTOTAL 235 KW. LOAD CALCULATION A/C m 100 % 10.0 KW5 FIRST 10 KW5. 6 100 = 100 KW5 REMAINDER 9 40`0 11.6 KW5 TOTAL 31-6 KW5 31.6 KW5 X 1000 _ 132 AMPS 240 PROVIDE: 150 AMPS. SERVICE (SENERAL LIGHTING CALCULATION 1485 SOFT. X 3 WT5/6QFT. 45 KW5 1000 150 3-1/0 THL,N CU. IN 1 1/2" CON. 1 04 THL1N CU TO 2-5/8" X 8' LONG GROUND DRIVEN ROD PER N.E.C.- TO FPL POWER CO. G W. ELECTRICAL RISER 01:45RAM (N.T.S.) ELECTRICAL LEGEND -� SURFACE MOUNTED LIGHT lmwmM BREAKER PANEL WALL MOUNTED LIGHT M ELECTRIC METER ® RECESSED HIGH HAT Ili MAIN DISCONNECT PANEL rO, �I DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE SURFACE MOUNTED FLUORESCENT FIXTURE 'Q E TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE Q 0 O TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION �LSJI INTERCOM aooD LIGHT OO SECURITY SYSTEM JUNCTION BOX EXHAUST FAN CH CHIMES �9 TRACK LIGHTING FIXTURE O THERMOSTAT L9 SWITCH O TIMER RELAY it 3 WAY SWITCH („� SMOKE DETECTOR 69Y 4 WAY SWITCH GARAGE DOOR OPENER DIMMER SWITCH i - -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 41;t- TIME SWITCH "j WEATHER PROOF SWITCH 4$p QUADRUPLE% RECEPTACLE 0- DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 1101120 8` SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE u GROUND FAULT INTERRUPTER RECEPTACLE SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. 1 ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. LEFT ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: a_ W > W� N W W 0 p ow 'U LL Z O ]G OO .J m Lm •E Z (A �V a n 1n n rr ET 0, C o ;o 0 10 04 Gv V) N r U a '0 Ln ll� Z O a M m In 0 E2 Z 0 s m t` 7 v1 K O n wwU O V O 8 J LLI z J [t1 Z Z d O d u a CA a EI_ECTf;;;Z IG,4)— F=L,4N 1/4 " = I' - EtoEC,TFzP,IGFLAN PERMIT/CONSTRUCTION DRAWING J N 0 9 1959 Q TOP OF BP FIN. FLF SPANISH 'S' TILE ROOF W/ 5:12 PITCH TYP. CTION-� :5 4LE: 1/-4 1 SAWN FrA00"I min E MINE, in FA m ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q Z W LL. r1. Uj � W ice U p W o) _ Z in O H ]C U O-j J [Q TOP OF 51-1. ------------- 2"X 5" ROS CEDA WOOD FASCIA TYP v It I 1 � m FIN. FLR. ------------------------------------- STUCCO BANDS TYP. STUCCO BANDS TYP. TEXTURED STUCCO FIN. TY P. F=F,:>ONT ELE\/,4TION STUCCO BANDS TYP. ELE\/,4TION fi�IC HT SI1DE ELF\//4TION �--� SCALE: l/-4 1' - m" L PERMIT/CONSTRUCTION DRAWING SE CT l oN "- � SGf1L�: TEXTURED STUCCO FIN._J TYP. {�F,,4fi;;,::, E L F- \ZAT I ON FizONT SG ALE: SCALE: LEFT SIIDE SCALE: ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q e0 W > L-Lu a (A C W V 0 .0 Z J ci O H Y . u O O � m 04 r Ln r M1 w a o 0 o Ln co LL .o Cl r N r o, Q w � O a M � v � y M E M 0 a O cb V QX� 4mP m Fo ° �U o 8 Ind Z W Q A � m w O Z 2 Z U aQ m O m L o N N _ C N r m a v m 3 c] JUN 0 9199B J 6: EL.E\/,4TIOl4 PERMIT/CONSTRUCTION DRAWING MEN RASIED SMOOTH I/2"X 8" RASIED SMOOTH STUCCO BANDS TYP. STUCCO BANDS TYP. E=—LFEE v,4TION STUCCO BANDS TYP. m TOP OF BM. + 9'4 L_ _____ L.I I I S iIi I1 1 IC Q I I I Q Q CI 13 I I I I I I I I I I II II 11 8 I I LJ I I I 11 I I I I I I I I O TR E SPS IN II •b 2 O. M . A TRU S G i I l C I I 11 II I I I I I I I O\ i J 1 1 I I I I \ -- ------------ i I I ♦` f I I I I I II I III f__ ____-J I r__.____ JII __1 J L J LJ 1 I L 1 I I I II I I 1 I II I I I I T. _ J J L� J I I -------- ____ _ `.___-_ __._/ I I I I II rl I I III IL ------------- A 'BI,I L I I I I 'B'4,I /� I GL 'S I I Ii________ ----- ----------- LI II I I I I I I I I I I I I I I I I I I I I I I I I I L----- J-------------L------ -----i _________ __________ _____+ I SE S •m 4" O G. I -I X TFRLi55 III ..n n .II III II II 11 II i I .________________ I I J I I I ----------------------I� jl - I I II Iu I I iIi • I I I I I -- I II I I I I 11 I 1 1 II r---------------- I 1 I ----------------ii it i1 I .I I tl II III I II 1 I 00 T`RL SSE g 2411 O. X I I SP GIN BY TRU 5 I I -----1�-- ' GIR R r � TOP OF BM. + S'4 6" X 22" SCRN SOFFIT VENT fiz00� � �,411'f I NCB SC,4L�: BEAMS SCHEDULE: NO SIZE TOP MID BOT REMARKS LENGTH ACTUAL LOAD UNFILLED LOAD FILLED LOAD TBI B" X w, 1 •5 1 •5 DOUBLE SEE TTP. WALL SECTION U-BLOCK OU-BLOCK B X a 1-5 1500" 1550" BOTT. • B'-a" nFF. 2881" Oall X 16" 1• 5 I• 5 U-BLOCK TOP 6'-6" 800" 15651" 3260 CONC. LINTEL BOTT. O 8" X 24" 1-5 I ' 5 K TOP 4'-6° CONC. L CONC. LINTEL BOTT. 500" 1860" 48150 ®U-BLOCK 8" X 161, I • 5 10 5 TOP 41-6" 500" 18600 GONC. LINTEL BOTT. 4850 O 1-5 I • 5 U-BLOCK TOP 6'-6" 1560" CONC. LINTEL BOTT. 1565" 3260M U-BLOCK TOP '\\\(--�///' 8" X 16" I • 5 I • 5 CONC. LINTEL BOTT, Il'-4° 900" 381" SII" O all I6" I • 5 I • 5 TOP 10'-6° CONC. LINT CONC. LINTEL eOTT. 500" 1122" 2114" O all X 16" 1-5 I • 5 U-BLOCK TOP e'-4" 1500" CONC. LINTEL BOTT. 1025" 11410 DOUBLE U-BLOCK 9 O B" X 24" 1 • 5 1 • 5 1 • 5 CONC. LINTEL BOTT. ,_6u 4500" NR 50000 _ 1-5 Ve12"OC. DOUBLE U-BLOCK l,a B" X 36 1.5 1.5 1.5 CONC LINTEL BOTT. Il'-4" 1100" NR 1,5000 15 V •12"OG. I. LINTELS TO BE CAST-CRETE NIGH -STRENGTH PRECAST / PRE -STRESSED U LINTELS eRG. � HU-51LOCK PRECAST CONC LINTEL /�BEAN TIC ES V THRU B� eRG. DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAN TYPES Q DOUBLE LI-BLOCK PRECAST FILLED CONC. LINTEL BEAM TY�F=5 10 ENG. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTRION FOR ACTUAL NEEL AND OVERHANG CONDITIONS (5T1'd1V1/3"x13 GA. GALV- METAL STRAP FASTEN TO TRUSS IV/( NLkd16d NAILS, ADJUST STRAP LENGTH AS REQD. FOR NAILS m 3" O/C TYPICAL. `J i� CONC. BEAM )CONNECTION DETAIN TOP OF BM. + 9'4 _____ ____ _____ ____ __.--- I L__ ___ LJ I I I I III III I A I- ----------------- I I I I , I I , I I I I iIi- ----� \ t ---=-CL'C� I I I II I I I 8 II I I I II I I I II I iIi W OD TRU S�IS � a4' O.G. A' I S ACI G EY I-I'R JS O. I I II I v4UL SD L' ------------ I I II II Ili l IIi----- -- IIA: iJ I IJ I I I II I I II' II II iIi. n I, I I II I n _P I I II I I II IIIII 1 I 14 I I '�fi % nL _----- -------I 1 III I�--- ---------- I I I I f-____------- ________a 1 1 I I I I I - ----- ------- J_________.___J I I W O[:�) rRL.15 3E5 2 O. 2aX S AG TR S O. III. iIi I� I I II I I II I I II I I I I , III , I I II I I III 11 I I 11 I 1 ,4 I I , I I I I iIi II I I II III I, I I I WO G TRU SES � 24' O.G l S AC 14G Y T SS O. I I I I L_-Z \ 6" X 22" SCRN SOFFIT VENT TYP. I I / I i 1 I I J --- i n' <r --- 4 i l ' U I � p_ V4I - I� i CL'CaJ < g'4 GL'5 n n.. II II II II II II II it---------- ----- --- LI S'4 ISL'(S I 1 I r.________________-I II II I I I1, 1 II I IL.-_-JI r, I I I I I I I 1 I I I I I I u I I I I I I I I I I I--1 GI ER I 3 Q� VV r-- 7 TOP OF BM. + V4 F�00F F FZ�,4r_1 I NCB 2 Im I F=' L 4 N I/4 " = I' - ©^ PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W > II' CWL LLI N p mr �U `z Y ]L U F-- m FOOTING 51SHDULM O =.::::::t 16" X 18" THICKENED EDGE CONIC. FTG. W/ 2 • 5 CONT. O 8" X 8" THICKENED EDGE CONCRETE FTG. W/ I " 5 CONT. ® 36" X 36" X 12" CONCRETE PAD W/ 4" 5 EACH WAY ® 8" X 8" CONCRETE FTG. W/ I e 5 CONT. ® X THICKENED EDGE GONG. FTC. W1 5 W/ 3 • 5 CONT. ® FTG. 3 " 5 CONT. AND 12" X 20" CONIC. 4 .G I" 5 TRANSVERSE m 8" O. O I I 12" X 24" CONC. FTG. 2 • 5 CONT. 16" MIN. BELOW GRADE ® 42" X 42" CONIC, FTG, W/ 4 • 5 EACH WAY O BRG. HU-BLOCK PRECAST CONIC LINTEL BEAM T ES 2UTHRU 8g BRG. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES Q +9'4° DOUBLE / U-BLOCK +6'-4" PRECAST FILLED GONG. LINTEL BEAM TYPES 10 OOLMUI"""'fN SCHEDULE O • • 8" X 16" CONC. BLK FILLED CELL W/ 2 • 5 BAR TIED TO TIED BEAM AND FOOTING. O • 8" X 12" GONG. COL. W/ 4 • 5 VERT. AN • 3 TIED m 12" O.C. OIn 3 1/2" X 3 1/2" X 1/4" STL. COL. ® n 4" X 4" X 1/4" STL. COL. 5 O 8" X 12" X 12" GONG COL. W/ 6" 5 VERT AND " 3 TIES m 12" O.G. ® • • • • 8" X 16" CONC. COL. W/ 4" 5 VERT. AN " 3 TIED m 12" O.G. lul 8" X 12" X 12" GONG COL. W/ 6" 5 VERT AND • 3 TIES m 12" O.C. 8" x 12" CONIC. BLK FILLED CELL W/ 2 • T BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8" XI6" CONIC. BLK FILLED CELL • W/ I 5 BAR TIED TO TIED BEAM AND FOOTING m 4'-0" O.C. MAX. BEAMS SCHEDULE ACTUAL llhIOAD FILLED NO SIZE TOP MID BOT REMARKS LENGTH LOAD LOAD LOAD T51 8" X I6" 1 " 5 1 " 5 DOUBLE SEE TYP. WALL SECTION U-BLOCK 8" x 8" U-BLOCK 1500" 1550" 2881" BOTT. s 8'_4" AFF. O 8" x I6" 1 " 5 I " 5 U-BLOCK TOP CONC. LINTEL BOTT. 800" 1565" 3260" O8" X 16" I " 5 1 • 5 CONCOL IN EOTT. TOP 1500" 1550" 2881" all X 16" I " 5 I • 5 U-BLOCK 70P CONIC. LINTEL BOTT. 4'-6" 1500" 1860" 4815" OU-BLOCK 16" I • 5 I • 5 TOP 6'-6" 1500" 1565" 3260" 8" X CONIC. LINTEL BOTT, 8" x 16" 1 • 5 1 • 5 U-BLOCTOP CONIC. LINTEL BOTT. 11-1'-4" 300" 38l" 911" OU-BLOCK 8" X 16" 1 • 5 I " 5 TOP CON-. LINTEL BOTT, 10'-6" 5000 1122" 2114" DOUBLE U-BLOCK ® 8" x 38" I • 5 I • 5 I • 5 CONIC. BLK MID 6' 6„ 800" 1565" 3260" CONC. LINTEL BOT7. DOUBLE U-BLOCK 9 8" X 40" 1.5 1.5 1.5 CONC. BLK MID 1'-6" 1500" 1550" 2881" CONC. LINTEL BOTT. U-BLOCK i,aDOUBLE B" X 36 1 " 5 1 " 5 1 • 5 CONC. LINTEL BOTT. IT-4-1 1100" NR 1000" 1.5 v • 12" O.C. 1. LINTELS TO BE CAST-CRETE HIGH -STRENGTH PRECAST i PRE-STRE55ED U LINTELS 2X WOOD STUD BEARING WALL m 16" O.C. .I r e s a nl NI 20" 10 51=ARIN5 IUALL r-T5. A CSAR. DROP DETAIL 2 • 5 BOTT if 3 TIES • 12" 0G O O2 TOP OF BM. + '3'-4" --------1 ...r .•,-,. r------- -- II O II II II II II II II U100M> TRUSSES * i24" O.G. r'IAX Sf AGINC. BY TRU40 GO. II II II II II II II ------� I I I I I I I I I I ✓ I I L____-_-____ /' ' �----------- -- GIRDER i i Y 1 II -- I IF ----------------------- I� I I I I I I UJOOp TRUC ES SPAGINrz B TF i I I I I I I a II 1 I pT I I + I I " I I I I I I (L F0 I I I ♦`♦ / I I I I I I l i �♦ I GO. ------------ I" I B X 24' GONG T.B.W/ 2- 5 TOP t 2• 5 MID f I 2 5 BOTT 4- 3 TIE5 m 12' O.C. 1 TOP OF BM. +II'-4" I I I l sal I L__ 1--TOP OF BM + V-4" 6'-0" 1 20'-0" V m 0 7 r V 0 V 0 V v v ro m ro I I I----_--1 1z -� r- "t- ---------------- co D E 01 1- .. .1. I O I -- �_ it I I I -j I I I rh [h I I I THE SLAB ON GRADE SHALL BE MINIMUN I 1 4" THICK WITH 6X6 10/10 UIlLM. PLACE AT 1 THE CENTER OF SLAB WITH MINIMUM 30" WIDE 2ND LAYER AT THE MONOLITHIC 1 1 fl_I I FOOTERS OVER WELL COMPACTED CLEAN I _I FILL TO MIN. 959. PROCTORS DENSITY 1 SOILS AND WITH VAPOR BARRIER. THE I I SOIL ARE TO BE TREATED FOR TERMITES 1 BEFORE PLACING VAPOR BARRIER. I I OR FIBER -GLASS MESH INSTEAD OF WU.M I I SEE MANUF. SPEC. FOR INSTALLATION I I ' fl I I 1 I 1 m' - 011 I I ! I I I I ^♦I 2 I FINISHED FLOOR ELEVATION TO BE 18" MINIMUM ABOVE TOP CROWN OF ROAD 1 I 1 lll_J�_JJJ � I j\ / O 1 i I 1 � i 1 fLi i ke °�I I I ``♦ I I I � "� i/ / O I I I ♦♦ ` / i / 1 1 1 = ` ♦ / � i O I I I ♦9 ♦ `\ I 0 i `--------------- -----------------------i IELEV. -I- ffl 55�b,\\♦ I- O I N SOILBEARING TDWELLING I I I O I IT 2,500 PF. MINIMUM AS PER UNTOBE5 ENGINEERING TESTED. I El I 1 II r [_ I I e I a 3 `;- � I I E✓' 1 T 1 I_ 1 I 1 (n I I I I I Iv I I 1 I I ------------------------- 1 I I [•� n I L_ I •I I 4'I 5'-8" 2'-0" 16'-0" 2'-0" I 20'-0" 26'-0" �t m �4 B �t 0 V u ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: ice � V 0 Uj O F-- W� w .= �0o O 'V W j Z O lYJ Oi J m r-- 1 U co C O J N Q a Ir Ln Ir 0• 0• r .o •0 ro LN n h 0• O" r. Ln Ln O a 2 ND i=LOOfiz i=r— INS SCLIL E: i=L ,,4N 1/4 " - I' - m" �OUNI�,�,T I ON SCALE: i L "N 1/4 " m P - 01" PERMIT/CONSTRUCTION DRAWING 91999 rWl, ]Y KEY NOTES POOI CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUT51UE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 120 SQ.IN. BLK VENT W/ SCREEN m FLR LEVEL POD& 42" KNEE WALL P001 PLANT SHELF ABOVE POOB 1'-6" WALL PODS MIRRORED POIO PANTRY W/ 5 SHELVES POII LINEN W/ 5 5HELvE5 P012 22" X 36" ATTIC ACCE55 Al LIGHT / SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET m 5" O.G. POW GLS.BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN. VENT . GARAGE DOOR m FLRLEVEL 1-011 CABINET ABOVE P01B 8' CEILING POM TEMPER GLASS 5001 RECESS MEDICINE CABINET 13002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN B0D5/ RECE55 SHOWER W/ CER TILE WALL BOO, KNEE SPACE B001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO& DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E00B AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS 6 12" O.C. 5002 BRN'G WALL WD. STUDS • I6" O.G. rD00f;p1s &CHEIDULE SIZE OPENING T G2 REMARK LL 2-20ro HG 2roro8 HG G 210ro8 HG 28ro8 SG 28ro8 I-1TL W/ AUTOGLO6ER5 F 30roa He 30ro8 MTL I4 1 16ro8 BF SWING BIFOL� .J 20&0 BF 2&&a E3F L 3068 BF �( 40ro8 BF 1 1 5068 BF Q ro0roa BF I ro 0l0 OBE RNEAG GARAGE DOOR 8010 O�/ERHEA� GARAGE DOOR 50ro8 BP MIRK. cj 2-2068 MTL FRENCH I LITE wINDc)we 4Sc=c:) ec:"EIDULE= SIZE OPENING T G� REMARK O 245H EGRESS 22 2E55" �3 2&5H 345" EGRESS 5 355H 36SH �I 1/2335H ® I/235SH I/2365H 3040 HR ® 4040 HR EGRESS © 4030 HR ® 5068 SGG ® ro080 SG� �F 8080 5G0 C�/ 9080 SGO {p 12080 5Gr-) 1 & 080 5G PAN. CGENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL, 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 60" AFF OR AS PER BUILDER SPECIFICATIONS. J. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFP. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS. LAVATORY, 6HOWERHEAD5, URINALS AND 51NK5 COMPLY WITH TABLE 46-R2 OF 5.F.B.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE56 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR AREA CAI CULATION LIVING AREA A/C 1653 5Q. FT. 15T FLOOR 1000 5Q. FT. 2 ND FLOOR 653 5Q. FT. GARAGE 406 5Q. FT. COVERED ENTRY 30 50. FT. COVERED PATIO 16 5Q. FT. TOTAL AREA M5 6Q. FT. I 2 NID FLLOfi� A T— I mcm Emm $3 �nn� :D PATIO I E003 GL'G I I RO. l5" x 5034" I 2-24514 EG RE55 CH 1-1n I , :: 0 I OVERED PATIO I 1 I r 5'4 CL'G " � I RO.151h" x 511i1" c� a BEDROOM tt2- I 6050 5GD 9'4 CL'G =n r� f17777__________.� _ N r L I 4" 12'-011 n _ C_ ] 1 BEDROOM tt3 f_ 1 9'4 GL'G N 4'-10' r .I BA �'"71 I� — Iq y1 I I 2668 BF / i M1%1'M IIl I I V PO01 I 02 I P �. I _. i 6 16 I I B 7H #2 n 5-4" 3. - P004 005 E004 � O ❑ fl f] 22 30 MTL. W/ G. BOVE [1 r- �LI �E - 0ron 14" GLASS I GARAGE 5'4I" f 1 C ] CI ---- .. I I= N ff e = E001 IE, I 16010 O.N. GARAGE DOOR 1 ST FLOOiz SCALE• I/4 - I' - m" E-`+GALE• PL44N ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: V 130 Z W >�� W0 CeU� O = •UW = �=JZ .0 H X U O 0 J CO n 01 ao L4 O O J N Q a O O J M. a n in r-h DP 01 10 in 4) d 1, n O• O• ,o LU Z O a m M A O O O U 3 z m O 0 In o• a a PERMIT/CONSTRUCTION DRAWING I ' ,A&"d t. JECT I CAL PAM!L NO POLE TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE 1 3 2/60 10.0 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 12.0 RANGE •6 l 9 2/20 2.0 DISH WASHER/DISPOSAL 012 10 12 2/30 5.0 DRYER •10 II 1/20 1.0 REFRIGERATOR 012 13 1/20 15 MICROWAVE (OPT.) 012 14 I(o 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER 012 11 1/20 15 SMALL APPLIANCES (GFI) 012 18 1/15 05 INTERCOM OUTLET (OPT.) 012 15 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 4.3 GENERAL LIGHTING 014 22 1/15 GENERAL LIGHTING (GFI) 014 24 1/15 GENERAL LIGHTING •14 r23 28 30 32 1/20 1.2 FAN OUTLETS 112 34 1/20 1.0 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. 012 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. 4 BATHRM. LIGHT 012 [41 SPARE 40 SPARE SPARE 42 SPARE SUBTOTAL 25.5 K.W. TOTAL CONNECTED LOAD: 45.0 KW. SUBTOTAL 235 KW. LOAD CALCULATION A/C 6 100 % 10.0 KW5 FIRST 10 KW5. e 100% 10.0 KW5 REMAINDER w 40510 11.6 KWS TOTAL 31.6 KW5 31.6 KW5 X 1000 132 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LICzHTINCs CALCULATION 1441 SQ.FT. X 3 WTS/SQ.FT. 43 KW5 1000 3-1/0 THWN CU. IN 1 1/2" CON. 1 04 THWN'CU TO 2-5/8" X 6' LONG GROUND DRIVEN ROD PER N.E.C.— SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. M TO FPL POWER GO. G.W. ELECTRICAL RISER DIAGRAM (N.T.S.) ALL RANGE AND DRYERS SHALL 15E WIRED WITH 4 WIRE CORD° AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL FiE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. ELECTRICAL LEGEND -� SURFACE MOUNTED LIGHT 0 BREAKER PANEL K- WALL MOUNTED LIGHT I E 1 ELECTRIC METER ® RECESSED HIGH HAT Ili MAIN DISCONNECT PANEL FO, I� DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT — ROUTED WIRE -0—SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION INTERCOM v FLOOD LIGHT O JUNCTION BOX SECURITY SYSTEM EXHAUST FAN CH CHIMES y TRACK LIGHTING FIXTURE O THERMOSTAT b4 SWITCH O TIMER RELAY m 3 WAY SWITCH SMOKE DETECTOR I�- i+}Y 4 WAY SWITCH GARAGE DOOR OPENER .OF3 DIMMER SWITCH �- -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 14- TIME SWITCH -64j WEATHER PROOF SWITCH QUADRUPLEX RECEPTACLE & DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 1101120 SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE �u GROUND FAULT INTERRUPTER RECEPTACLE 2 ND ELECTi�IC1,4 PLAN 1 ST FLOOi;z,:' ELECTF,::'IC4L SG 4LE: fi L 4N 1/4 11 - 11 - 10>11 ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: V O Z W®gig W .�0 wS.A. 00 IcLoo UU O = *� w F- � Z j oO '3 ��e O H .. L Y V m r of Go w 0 0 J a CI O J ME C JUN q 9 1999 SCALE. 1/4 " - I' - m" PERMIT/CONSTRUCTION DRANYING / SECTION FzE A iz SCALE, ELEVATION I I 1 I I 1 htEl-Of�-- 11❑❑ F=i;--,>ONT 6CALE r4-4 SPANISH '5' TILE ROOF W/ 5:12 PITCH TYP. �I 1/2"X 4o" RASIED SMOOTH 1 I II 2"X 8" ROS CEDAR WOOD FASCIA TYP. I I 1/2"X 8" RA51ED SMOOTH STUCCO BANDS TYP. ELETION 1/4 " - 1' - 0" I t I I O I I 4 I I I I I I III• I I I I I I 1 I I I I I II I I II II I II I I I I I I I I I I I II' I I I Ilf I I I I I 1 I V I I � I I I I I I I I I 1 I I I I I � III 1 I t I I I I I I I � I I I I N 1 I I III I I III I I I I I I I I I I I I I I I I I I I i- TEXTURED STUCCO FIN. TYP, TOP OF BM. + IV-5' O v U L T J5 ES - 24" BY TRU S C vi�UL.drSD' II - I iz00f= biz 4" INC-x SCALE. AX i� L AN 1/4 " - 1' - m" _O:' 3-_2" J'-5 6'-2" 2-_6" 6'_2" -5" 3--2-- 2 ND FLiz_ COL. SCALE: I='L ,4N PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: V Z O LLI >o- W W=� � ao O _ •2 o _ F- � Z ..' O ci Y O Fm Y U O F-- m Lm V E Zb t� V rV N r V1 r U U ;o ,o cn a o, O• 10 W 2: 0 a M a M M K Z d0 d r` mo �W O m L) Lm p, m NN e m a m 3 AP 199 JUR 0 91999 CD A� Almr N m m Y N —J FOOT iN 51SH EDULM O 111 5 X THICKENED EDGE CONIC. FTC. W/ 2 • 5 CONT. O B" X B" THICKENED EDGE CONCRETE FTC. W/ I • 5 CONT. 3 36" X 36" X 12" CONCRETE PAD W/ 4. 5 EACH WAY ® B" X B" CONCRETE FTG. W/ 1 • 5 CONT. troll X THICKENED EDGE GONG, FTC 5. W/ 3 • 5 CONT. ® 12" X 20" FTC. 3 • 5 CONi, AND 4SE a 8" O.G. I • 5 TRANSVERSE O � 12" X 24" COFTC. 2 • 5 GONT. troll MIN. BELOWOW GRADEE ® � 42" X 42" CONC. FTC. W/ 4 • 5 EAG14 WAY O BRG. HU-BLOCK PRECAST GONG LINTEL BEAM T E5 QTHRU BRG. • DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES Q9 1 DOUBLE U-BLOCK II,I ��, 4 • PRECAST FILLED CONIC. LINTEL BEAM TYPES 10 11 sol UMN SSHF-DUL-i- O • • B" X 16" GONG. BLK. FILLED CELL W/ 2 • 5 BAR TIED TO TIED BEAM AND FOOTING. O • • • B" X 12" CONIC. COL. W/ 4 • 5 VERT. AN • 3 TIED a 12" O.G. 3 1/2" X 3 1/2" X 1/4" STL. COL. ® 11 I I 4" X 4" X 1/4" STL. COL. O B" X 120 S, CONC- COL. W/ 6. 5 VERT 0 T AND 3 TIES o 12" OC. Q •-1 • B" X 16" GONG. COL. W/ 4. 5 VERT. ANC • 3 TIED 6 12" O.G. O I L Ill JI B" X 12" X 12" GONG. COL. W/ 6' S VERT AND ' 3 TIES o 12" OC. ® •��. ell X 12" GONG. BLK FILLED CELL W/ 2 • 1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ AR TI ELK. FILLED CELL B" : BAR TIED W/ I 5 ED TO TIED BEAM AND FOOTING B 4'-0" OC. MAX. I�2X WOOD STUD BEARING WALL . 16" 0C. IO BEARING LALL r-T5. C�T4R. DROP DETAIL 5MAMS SGHMDULM ACTUAL uNFILLED FILLED NO SIZE TOP MID BOT REMARK5 LENGTH LOAD LOAD LOAD DOABLE SEE TYP. WALL SECTION Tel B" x Iro" I • 5 , " 5 U-BLOCK Oell x all 1-5 U-BLOCK 1' roll 15000 1550" 2881• BOTT. a W-4" AFF. O B` x troll I • 5 I • 5 TOP CONC. LINTEL BOTT. 6'-roll 80Q-0• 1565 3260 BLU-BLOC U-OGZ TOP O B" X troll 1 • 5 1 • 5 CONC. LINTEL ISOTT. 1'-6" 1000" 1550" 2801• ®U-BLOCK B• X troll 1 • 5 I • 5 TOP GONG. LINTEL BOTT. 4'-6" 500" IB60• 4B15• O• B" x 16" 1 • 5 1 5 U-BLOCK TOP CONC. LINTEL BOTT.U-15LOCK 15000 18600 48150 6 B" X I6" I05 I.5 TOP CONIC. LINTEL BOTT. 11'-4" 900• 381" 9110 O B" X I(,,,I • 5 I • 5 TOP CONIC. LINTEL BOTT. CONC. LINTEL 10'-roll 1100• 1122• 2114• O B" X 24' 1 • 5 1 • 5 1 " 5 U-BLOCK TOP CONC. LINTEL ISOM 'Y-4" 1100, 1025" 1141" DOUBLE U-BLOCK O B" X 24" 1-5 1-5 1-5 CONC. LINTEL COTT. 1'-6" 4500• NR 5000" 15 V•12'OC. U-BLOCK I�DOUBLE B" X 36 I • 5 I • 5 I • 5 CONC. LINTEL BOTT. 10'_Fj" 1100" 1122" 2114• I. LINTELS TO BE CAST-CRETE HIGH -STRENGTH PRECAST 4 PRE -STRESSED U LINTELS TOP OF BM.. 5'-4" II_ ------------- I---------------------1 I I I 1 I 1 1 I ; I I I I I I I I 1 I 11 I ,I I II I 11 I II I II I II II I ,I I ,I I ,1 I ,1 I � 1 1 � I 1 I I I r------, I I r----- 1 I 1 I Lf II II 1 I I I I � I I II II I I I II I I I I I 1 II II I I LI IL__ -------- JI I 1 I 1 I I I I I I I'r----------TI II II II II 11 II I I 1 I I I I I II II II 11 II II I 1 I I I 1 j1 II II II II 1 I I I I I I I I I I I I I I II II II II II II II II II II II II II II ------------------- I I 1 I I I 1 I I • I GIRDER I I I I I I I 1 8 I I I I TOP OF Br1. + 20'-8" I I I I I i ---1. r----- GONG, LINTEL E3CTT. 9 8'-0 1 I I I 1 I I I I I I I I I I j 1 1 I I L�--------1 1 I 1 I I WOOS TRUSSHS m 24" O.G_ h'IAX SF -AGING LYI ITRUSS GO. I I I l��Jl I I 1 I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I 1 I 1 I I I I I I I 1 1 I I I I I I I I 1 1 I I I I I I GIRDE 1/��\\ 1 I I I I \ J I I I I I 1 /✓ti I I I I I I I 1 I 1 � I 1 I I 1 i I I I I I I I I I I I I II � II I I I I J I L-------� 2 NIA FLOOD Fl" fIN� PFOUNED"TION PL 4N 1/-4 •' = 1' - m" SG ALE, ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: O W >�� W:3 W ^100O � W W r3 �U F-- Z cA Y O Y U O � J m IT 00 C4 S J d a. O O J 6 999 JUN ® 9 195! r PERMIT/CONSTRUCTION DRAWING M _ i 1 I ISSUE DATE: SEPTEMBER 29, 1998 i 1 KEY NOTES PO01 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 5Q.IN. BLK VENT W/ SCREEN ♦ FLR LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P006 1'-6" WALL PODS MIRRORED P010 PANTRY W/ 5 514ELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 1 SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET ♦ 5" OC. P014 GL5.5LK (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 50.IN. VENT ♦ GARAGE DOOR ♦ FLRLEVEL P011 CABINET ABOVE P018 8' CEILING Pon TEMPER GLASS E3001 RECE55 MEDICINE CABINET 8002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECE55 SHOWER W/ CER. TILE WALL 15006 KNEE SPACE Pool BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 D1514WASHER E001 ELECTRICAL PANEL EDm2 ELECTRIC METER E003 A/C COMPRE55OR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E005 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS s 12" OC. 6002 BRN'G WALL WD. STUDS a I6" OC. aENER,AL NOTES I I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY GALC5. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER - ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 5. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COI1PLY WITH TABLE 46-R2 OF SF.B.G. 15W EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 5QFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1554 5Q. FT. 1 5T FLOOR 10W 5Q. FT. 2 ND FLOOR 461 5Q. FT. GARAGE 254 5Q. FT. COVERED ENTRY 61 50. FT. COVERED PATIO W 5Q. FT, TOTAL AREA 195e 5Q. FT. I I I I I I I I I I I I 1 � � � � I � I I I M I I I I I � � I I I - 5002 42" LOW WALL I s'_e„ 4„ T. I I O P01;Ig II ' - O i i BATH #2 n r j j 2868 '4 CL'G/C.T. ---U DNI ._. Em-�PGOI.—ry 506E-eF___ V 42" KNEE WALLEpO'"��I - I � � o � LOFT/BRM 1$3 BEDROOM °2 1 9'4 CL'G '3'4 CL'G I 01 - I 1 I I 12'-0" _ 4„ I I 34514 EGRESS 5002 345H EGRESS RO.54" X 631,i" RO.54" X I V I I I I I II I 1 - --t I A 2 NIA FLLOF� PL AN 1 ST FLOOD SCALE• li4 - I' - 0" SG.4LE PERMIT/CONSTRUCTION A PL 4N 1/--4 .. a I' _ 2:1-� REVISIONS DATE: February 12, 1999 JOB NO: J 3V O W O > W ,�� LN iceW �00 W d nC O .� Z "- O 0>01� �Y O X U OO J m JUN 0 9 1999 C h tn 1JEISTRlCALm NO POLE TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE 1 3 2/60 10.0 AIR HANDLER ' 6 _ 2 4 5 2/50 A/C COMP. 08 6 S 2/50 120 RANGE '6 l 9 2/20 2.0 DISH WA5HER/DI5PO5AL "12 10 12 2/30 50 DRYER 010 II 1/20 1.0 REFRIGERATOR 012 13 1/20 15 MICROWAVE (OPT.) 012 14 16 2/25 4.5 HOTWATER HEATER '10 15 1/20 1.5 WASHER 012 IT 1/20 1.5 SMALL APPLIANCES (GFI) '12 15 1/I5 0.5 INTERCOM OUTLET (OPT.) "12 19 1/20 1.5 SMALL APPLIANCES 012 20 1/20 1.5 SMALL APPLIANCES "12 21 1/15 4.3 GENERAL LIGHTING 014 22 1/15 GENERAL LIGHTING CGFI) 014 23 24 1/15 GENERAL LIGHTING 014 25 2T 21 31 26 25 30 32 33 1/20 12 FAN OUTLETS 12 34 35 1/20 1.0 GARAGE DOOR OPENER -12 3Fi 1/20 BATHROOM REC. h2 31 SMALL APPLIANCES (GFI) 35 1/20 SMOKE DETECT. T BATHRM. LIGHT 012 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 25_5 KW. TOTAL CONNECTED LOAD: 49.0 KW. SUBTOTAL 235 K.W. LOAD CALCULATION A/C o 100 10.0 KW5 FIRST 10 KWS. 0 100 0 10.0 KWS REMAINDER 10 40%. - 11.6 KW5 TOTAL 31.6 KWS 31.6 KW5 X 1000 132 AMPS 240 PROVIDE: 150 AMPS. SERVICE armNERAL LIGHTING CALCULATION 1441 SQ.FT. X 3 WT5/5QFT. 43 KW5 1000 [Am E 3-1/0 THWLN CU. IN 1 1/2" CON. 1 04 THU.N CU TO 2-5/8" X B' LONG GROUND DRIVEN ROD PER NE.C.-- SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. TO FPL POWER CO. G.W. ELECTRICAL RISER DIA(SRAM (N.T.S.) ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. ELECTRICAL LEGEND -� SURFACE MOUNTED LIGHT BREAKER PANEL M 1� 'r fi WALL MOUNTED LIGHT Iv ELECTRIC METER ® RECESSED HIGH HAT Ili MAIN DISCONNECT PANEL FO, LIGHT DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF _ — ROUTED WIRE SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE r1 O O r TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION a D .��-�-� VJ INTERCOM jj FLOOD LIGHT BOX SECURITY SYSTEM JUNCTION EXHAUST FAN CH CHIMES .�. TRACK LIGHTING FIXTURE O THERMOSTAT L4 SWITCH TIMER RELAY /�� 3 WAY SWITCH SMOKE DETECTOR 64Y 4 WAY SNITCH h GARAGE DOOR OPENER (.q" DIMMER SWITCH -O PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER §0 b4 TIME SWITCH �j WEATHER PROOF SWITCH OUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE �S WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE �G GROUND FAULT INTERRUPTER RECEPTACLE 2 NC) FLOOD ELECTF,:>ICI F'L 4N V4 " - 1• _ 0>" 1 ST FLOOD ELE(�-,Ti;P,IG,=�L SGAL[- i=�L 4N I/, a 1. - lz�•l ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: raZ p Z ���� pp.� _ WI 1D >�� ��LLJL ,0 VO r. M W 00 LLA d � u Z .0 � Y O 0 ]2 U 1- O O J m Tv, A 81999 JUN 0 1598 PERMIT/CONSTRUCTION DRAWING 1____ ___ _ 1 • I --- ----- ---- ---- L , I _I GIRD R Immommmms-ponol SEEM IMMEMEME11 II 1 I II I 1 I 1 I I� I A I! III I , II II ;i---- --------- ---- --------------- -III I I I I I I J♦ I'I I - I I I I CL I I I I I 1 I 4 1 1 I I I _____ III I I I I I I I I I 1 1 11 INC= E3 TRUSS GO. /j 3-21 _��L. L ..... 1__ V4 CL'(S SCALE III 1 I 111 I 1 I t III I I fi L.4N 1/4 " - P - m" BEAMS SCHEDULE ACTUAL NFD UILLED FILLED NO SIZE TOP MID 150T REMARKS LENGTH LOA LOAD LOAD T131 B x 16" I •5 1.5 DOUBLE 5EE TYP. WALL 5ECTION U-BLOCK OU-BLOCK B" x B• 1 •5 l'-6" 1500• 1550• 28B1• 50TT. • W-4• AFF. OU-BLOC B' X 16" I • 5 1-5 TOP 6'-6" BD0• 1565" 3260• CONC. LINTEL Bo7T. 1-5 1 • 5 U-BLOCK TOP I.-W 10000 15500 2B81" CoNC. LINTEL BOTT. ®U-BLOCK H• X 16" 1 • 5 I • 5 TOP 4'-6" 500" IB6 D" 4BI5" CONC. LINTEL BOTT, TOP OU-BLOCK B" x 16" I • 5 I • 5 GONG. LINTEL BOTT. 4'-6" 1500• IB60• 48I5• U-BLOCK TOP B" x I6" 1 • 5 1 • 5 CONO, LINTEL BOM I1'-4" 13000 3810 13110 OU-BLOCK B` X I6" 1-5 I • 5 TOP I0'4'" I100• 11220 2114" GONG. LINTEL BOTT. O 8" X I6" 1 • 5 1 • 5 U-BLOCK TOP 9'-4" 1100• 1025• 1141• CONC. LINTEL BOTT, DOUBLE U-BLOCK O B• X 24" 1-5 1.5 1 • 5 CONC. LINTEL 5OTT. l'-6" 4500• NR 5000- M v • 12. Oc. _ DOUBLE U-BLOCK I� B' X 36 1-5 1-5 1-5 CONC. LINTEL BOTT. 11000 11220 21140 L LINTELS TO P-E CAST-CRETE HIGH-STRI BRG. 11 U-BLOCK PRECAST C HLINTEL BEAM T(�E5 QTHRULJ DOUBLE U-BLOCK Mani PRECAST F CONC. LINT BEAM TYPES (n •9'4" DOUBLE U-BLOCK PREGA5TF GONG. LINT BEAM TYPES L 2"x W ROS CEDAR WOOD FASCIA TYP. TEXTURED STUCCO FIN. I, TYP. z 1/2"X6" RASIED SMOOTH STUCCO BANDS TYP. - \ 1/2"XE" RASIED SMOOTH STUCCO BAND5 TYP. - SPANISH 'S' TILE ROOF W/ 5:12 PITCH TYP. FF,='ONT ro sE GT I oN 8C.4L_E: TOP OF BI`I. ffl1 I I I I Z"I/2"X6'C RASIED MOOTHSTU _CBAND5 TV P, ND. FLR FIN. __________________a -_-- I TOP OF MM. 1 — I FIN. FLR. _... 1/2"X6" RASIED SMOOTH STUCCO BANDS TYP. ELE=-VATION n _ I 1 /-4 - r-1-. - " t�E,Alz Ii L E \/AT I ON BCGLE. 114, • I' - 0" PERMIT/CONSTRUCTION DRAWIING ISSUE DATE: . SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: J � O LLJ O F- >�� w O W nod cl:L LL! moo uu � LV 0Q� or O _ •� Z 10 to Y O ]C U RD I n uT n � 03 D 4 D h 10 O � J N� T r/ C co a h N U P a 'O z P ^ O M EZb M 0 U Jim� 0 g ■Yl.r� � V � O o O J � w z 3 m a Z O d � m � u Q 01 a a a a a m 3 3 0 APR 999 J 2 a JUN 0 91 9 a m N e O • • 8" X 16" CONIC. BLK FILLED CELL W/ 2 15 BAR TIED TO TIED BEAM AND FOOTING. O • . • • 8" X 12" CONC. COL. W/ 4 " 5 VERT. AN " 3 TIED m 12" O.C. 3 1/2" X 3 1/2" X 1/4" 5TL. COL. ® 4" X 4" X 1/4" STL. COL. O , ,• 8" X 12" X 12" CONC. COL. W/ 6" 5 VERT AND " 3 TIES m 12" O.G. O • • • 6" X 16" CONC. COL. W/ 4" 5 VERT. AND " 3 TIED m 12" O.G. O 8" X 12" X 12" CONC. COL. W/ 6" 5 VERT AND " 3 TIES m 12" O.C. ® 8" X 12" ARCONC.T BLK FILLED CELL -1W/ 2 • BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8" LONG. BLK. FILLED CELL 1 0 5 W/ I 5 BAR TIED TO TIED BEAM AND FOOTING m 4'-0" O.G. MAX. F:®®fiINcx 61SHEDULM (D 16" X 18" THICKENED EDGE GONG. FTG. W/ 2 " 5 CONT. O 8" X 8" THICKENED EDGE CONCRETE FTC. W/ I • 5 CONT. � ® 36" X 36" X 12" CONCRETE PAD W/ 4" 5 EACH WAY ® 8" X 8" CONCRETE FTG. W/ 1 • 5 CONT. O W/ 5 X THICKENED EDGE GONG. FTC. W/ 3 " 5 CONT. ® 12" X 20" CONC. FTG. W/ 3 • 5 CONT. AND 1 1 5 TRANSVERSE m 48" O.G. O1 X 24" FTG. 2" 5 CONT. 16" MIN. BELOWELOW GRADE ® I I 42" X 42" CONC. FTG. W/ 4 • 5 EACH WAY O 2X WOOD 6TI1D ARING WALL m IC," 0 • 20" © ,4RINC� UJ�4LL �T G41R. DROP DETAIL. I•EF I F=>L ,,4I 1/4 " = 1' - I --------------------------------------- THE SLAB ON GRADE SHALL BE MINIMUN I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I 1 Il'-0" I I I I L__ >"I 3-2" IS' I 101 ALL COLUMNS TO BE c, EXCEPT WHERE NOTED CONTRACTORS SHALL VERIFY ALL DOORS 4 WINDOWS OPENINGS W/ MANUF. _ u I O 1 I I e , 1 I I O J I 1 I I 1 I 0 I 'n L-------------------------- u---------- 3'-4" 5'-4" 32'-0" U l�l E:) ," i I ( 1D N SG.4LE: RE —I 1 N I I (� m 4' 21-0" 12'-4"4-1 I I I 4" THICK WITH 6X6 10/10 WWM. PLACE AT THE CENTER OF SLAB WITH MINIMUM 30" M O O ---------------- O 0 I I _fin I L_ �n I'-4 RIC��-!T L�# I 1/4 " = I' — co:)" PERMIT/CONSTRUCTION DRAWING f ISSUE DATE; SEPTEMBER 29, 1998 REVISIONS DATE; February 12, 1999 JOB NO: W f� LU 0 tW C W W �u O _ .0 LL Z O ]G V O m a n m t` ti Do cop, U LV r O .O O � 00 J C c+ N a P Q10 a Ln La O a m ♦ ■� M M ElZ 22 22 O AV' O Ln i V O o J Z C J � Wm 1 z n� U 5 x rn /( 0 � V m N 0 m a cc 0 a 3 0 w JUN 0 91999 N m m J 0 Y A 15'-0° 1,_4" 2'-3° RO.211/4 I I X63" I RO.2l' "X63' 355H 1 11/,355H 1 Ell = OO v I f7 I 1 I I I X I mI I � I , O 8„ COVERED PATIO VAULTED CL'G _ MASTER BRM —iN ' VAULTED CL'G = 001 12080 . --------------------------- D 0 = 0 - - - I - o N kn 1 ry - LINEN 5 SH 12 X245H. - I v I Oli " 3'_6ii 4„ 4•-I(♦D" 4 I' 4" � N 2' 1-001 ------- 1 r i i pmoi—� 2-2080 1 I 0 \ L' °----- -- LIVING ROOM VAULTED CL'G V — V P 09 i 195 10'T T_�II 3 _6 / i ,' 2 „ MASTER ATH O I I0' CL'G/ .T, 0 4'-0" 4�I �B0 255H = - 0 !� , 12'-8" - 0 r I,` I K006 II' l" 116_0 0 N O KITCHEN 1 O VAULTED CL'G v N 4 4 51_4„ q 3,_I ' 506e eF DINING ROOM x VAULTED CL'G o - V 4 N -4 P004 II II II E004 _ �I II I IIt 2880 Im DEN/BRM 03 P 112 1 i 1 I 01 I I 0 I II VAULTED CL'G X O 0 �9 B I 4„ 0 11 10,_O,l 8 G,I RAGE 4 CL'G P004--) 5'- 4 , 2' N 411 - +-IR E008 �y-�-i % P0_01 -- 5o68 E �_ I I 2880 II II E001 1 IM I I 15 mlb 4 BEDROOM 1112 V4 CL'G O �2 9010 O.H. ARAGE DOOR ' GL'G/C.T. 0 I 4„ 1O'_6" 8.1 5 -2" I() I E002 0 o El o 0 00 /� �`-'t 24" RND.TEMP RO.26" % 26" 355H EGRE55 RO.54" X 10/4" l..MPT GENERAL NOT1=S I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAG CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF 5F.B.C. 1992 EDITION 12. EGRE55 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR AR94 CALCUI..ATION LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 5Q. FT. TOTAL UNDER ROOF IS05 SQ. FT. KrzY NOTE& Pool CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (5MOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 5Q.IN. BLK VENT W/ SCREEN 6 FLR LEVEL P006 42" KNEE WALL Pool PLANT SHELF ABOVE 1-008 1'-6" WALL P009 MIRRORED Polo PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCE55 W/ LIGHT r SWITCH P013 1 1/2" X a" WD. RAILING / 2" PICKET B 5" O.G. P014 GL5.15LK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE Poll, 60 SQ.IN. VENT o GARAGE DOOR • FLRLEVEL Poll CABINET ABOVE 1-015 8' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET B002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 15004 CULTURE MARBLE SHOWER PAN 13005 RECESS 5HOAR W/ CER TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE U)/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METIER E003 A/C COMPRE55OR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS • 12" O.C. $002 BRN'G WALL WD. STUDS • I6" O.G. pn1 &7w , I 1 I RO• l'."X63" 11/2355H I 'h355H 0 I � COVERED PATIO i X I VAULTED CL'G - I 24-01112'_411 8„ '-0.. — MASTER BRM MASTER 12050 VAULTED CL'G _' f] O B I D � 0 --------------------------- m 1 N ' fn�„ = I 71 ry LINEN 5 SH I I 12 X 24 5H. 1 f N 8' 14'_8" -IN 4" 4, 2'-f�4 --- -- r'- - 1-I 9 Pool-1 LIVING ROOM 2-2050 Ll 4 -4VAULTED CL'G 01 — _ ------ Lill L V I PO 1 IIc ABOVE...-1 7• �� 0 MA ER BATH GL'G/G.T. I v 01) m — ry 41i 7c3": I � - 255H N O fJ O 3080 M7 I i s 1� I 0 Km06 c0 O KITCHEN VAULTED CL'G 5068 x DINING ROOM _- o v VAULTED CL'G II V - 0 � II P004al � �2eam_ f� -- II ii Emma `� m II F I�EI� I � DEN/BRM �3/- f VAULTED CL'G 1 Ki PI 12 1 II F I 0 i i I f_t all 1771 10'_01. 12' 0 4„ I B � 4 I 4' _ I 2' - . - • �1-001 ' EI�008 _ 9'4 CL' --- ¢' ' 5068 BF team II �P004 ry 11 � 011. III E--Em01 II N 11 I 01 BEDROOM #2 4 PmIF� V4 CL'G -' 0 - _ - 0 p BATH_ rJ 9010 O.H. GARI4GE DOOR 9'4 CL' � E002 00 0 0 355H EGRESS 0 0 0 24" RND.TEMF' /` 1 RO.54" X 16 4" R0.26" X 26" �1 4'-2" 8' RIGHT ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W Z W� g tW W W 0 �U O �U Imm '� Z J O 0 F- O O m cl in fL"N 1/4 " = I' - CZ:>" l FLooFZ� fL"N 1/4 " = P - O" JUN 0 9 EE G T IC.41- Y.V_T f==' L ,4N �J��CTRIC�1� P�1N�� NO POLE TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE 1 3 2/60 100 AIR HANDLER ' 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 1210 RANGE "6 T 2/20 2.0 DISH WASHER/D15POSAL 012 10F/3 12 50 DRYER h0 II 1/20 IID REFRIGERATOR 012 13 1/20 15 MICROWAVE (OPT.) '12 1445 16 HOTWATER HEATER '10 15 1/20 15 WASHER •12 Il 120 I5 SMALL APPLIANCES (GFI) -12 1505 INTERCOM OUTLET (OPT.) -12 19 120 15 SMALL APPLIANCES -12 20 1/20 15 SMALL APPLIANCES -12 21 1/15 43 GENERAL LIGHTING •14 22 1/15 GENERAL LIGHTING (GFI) -14 23 24 1/15 GENERAL LIGHTING '14 25 46 21 28 25 30 31 32 33 120 12 FAN OUTLETS -12 34 35 120 1.0 GARAGE DOOR OPENER 012 36 120 BATHROOM REC. -12 31 SMALL APPLIANCES (GFI) 35 120 SMOKE DETECT. 4 BATHRM. LIGHT '12 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 25.5 KW. TOTAL CONNECTED LOAD: 49.0 KW SUBTOTAL 23 `5 KW. WE M 3-1/0 THU.N CU. IN 1 1/2" CON. 1 04 THWN CU TO 2-5/8" X V LONG GROUND DRIVEN ROD PER N.E.C.- TO FPL POWER GO. C w. ELECTRICAL RISER DIAGRAM (N.T.S.) LOAD CALCULATION A/C A 100 qo 10.0 KW5 FIRST 10 KW5. m 100 0 10.0 KW5 REMAINDER m 40% 11b KW5 TOTAL 31b KW5 31.6 KW5 X 1000 132 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL 1-15HTIN(S CALCULATION 144'1 50.FT. X 3 WT5/50.FT. c 43 KW5 1000 ELECTRICAL LEGEND �- SURFACE MOUNTED LIGHT O BREAKER PANEL WALL MOUNTED LIGHT M ELECTRIC METER ® RECESSED HIGH HAT �.3 MAIN DISCONNECT PANEL FO, LIGHT DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PRODF ROUTED WIRE 'o-- SURFACE MOUNTED FLUORESCENT FIXTURE "a JACK CFH TELEPHONE RECESSECED FLUORESCENT FIXTURE n JACK ®TELEVISION HEAT LAMP/ EXHAUST FAN COMBINATION -L aJ INTERCOM a D fL000 LIGHT (j O SECURITY SYSTEM JUNCTION BOX EXHAUST FAN ON CHIMES TRACK LIGHTING FIXTURE O THERMOSTAT iA SWITCH TIMER RELAY 64m 3 WAY SWITCH) SMOKE DETECTOR 4 WAY SWITCH ) GARAGE DOOR OPENER 4-P DIMMER SWITCH PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER -M PUSH BUTTON -GARAGE DR OPENER §0 44- TIME SWITCH WEATHER PROOF SWITCH OUADRUPLEX RECEPTACLE A' DEDICATED RECEPTACLE c� FLOOR RECEPTACLE DUPLEX RECEPTACLE 1101120 WEATHER PROOF RECEPTACLE SWITCH ACTIVATED RECEPTACLE ® 220-VOLT RECEPTACLE �Cf GROUND FAULT INTERRUPTER RECEPTACLE SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH, ALL RANGE AND DRYER5 SHALL E3E WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL E3E REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. [171A ELECTfz�='IC.gL RIGHT ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W fu W im:� N W d U p w ' XW _o ♦o l3 Z O ]G O O J m VI Lm ■ r "■T ��A Zb (A Zb V iV n r U OP C 0, I I O '40 O TC LL L DO C4 Ol a '0 In Lil z O 2 a M M M 0 a z 00 m r In 0 to U d O U O J z w m z C Z 3 d a � u U cu a cJUN 0 91999 BGAL_�= 1/4 " = 1. - ca.. 1/4 " - I' - rD" PERMIT/CONSTRUCTION DRAWING C V R TOP OF BM. SG.4LE: ELE\/.4TION FP, IG; "T SIDE SCALE: co Aluci I -P.' TII c o = 2"X 8" ROS CE WOOD FASCIA TEXTURED STUCCO FIN. TYP. E L E \./,4 T I C)N I/4 I' - m" U IUlil..V I I I . F iz=,�ON T E L E \/,4 T I ON 5CALE� PERMIT/CONSTRUCTION ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W L. W 0 > 11- ice 2� � W W O °s U O J O ]C U OO J p0 a h UPI h h 00 L s In 00 i J 00 Ol h f` P Q 10 Q Ln Ln a 4 M m EZb M 0 a ` mJ. O t NNV uQ� �N 4mJ m i V � N K O 8 J Z W QQ J� m w 0 Z x 0 0 rn c. � U C4 v a m m 6 a m 3 <o 3 0 JUN 91999 J d N m DRAWING L i ' 1 b Q SPANIE44 'S' TII F RCJOF 1=iZONT E L E \/,4T I ON 9G.ALE, 1/4 " . 1' - O" TOP OF 15M. :OS CEDAR ASCIA TYP. XTURED STUCCO FIN. P. 1/4 " - 1' - m" izE.4iz 9C AL E, TOP OF BM. n ENTRY - �1 v I I LEFT SIDE TOP OF BM. ELE\/,4TION 1/4 " . 1' - 0" I TOP OF BM. ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: t0 m Z L W O LL. �. W wO v O LLI +U J ci O ]C V OO J m w 0 U w m m m m m 0 a 3 a w a a N SCALE: I/4 " V - 0-' PERMIT/CONSTRUCTION DRAWINGCD �J ;=LFU,4TION 0 91999 e i mm V UL M GL' TOP OF BM. + 9'-4 A4 L LTE L'Cz `r I I ' Ij I II I I i II v4L LTE D C L' t — — — — --------1------- _ -, 4 rJ li------------------- I I i I l III I I i BI L it III i ill -------- -�I r r: -------------IL„-. ____ ____ _____ --- _ L II_____ I I r-------- -------� 1 I I Lr -- --------------- I I _____ ____ ____ _____ ____ _ n I I I I III• I 1 rL__ I L, _ U it III II II z IS . CL'C� L__ -- ----- L-__ f - _ ; 1 II I I S, L 'I �4 ril I d� I L _ _ �-L.� I I I I I I it I I I I .:jw II I ' ' i i IRD R II II O rf---- TOP OF BM. + V-4 F�:,>ooIF FF;;�,4r-1INS SG 4L_E: I I v , ' I � I � <: 0. F- I I CL'Cs . LEFT 1/4 " = 1' - m" BEAMS e4-HEMULE AC'AD LII�ILLEp FILLED NO SIZE TOP MID 50T REMARKS LENGTH LOAD LOAp LOAD TBI 8" x 16" 1.5 1.5 DOUBLE SEE TYP. WALL SECTION U-BLOCK (D5" x B" 1 •5 U-BLOCK 1500" 1550" 2881" BOTT. • W-4" O all 16" I 5 • I 5 TOP CONC. LINTEL GONG. LINTEL BOTT. 6'-6 800 " 1565" 3260" 3 all X 16" 1.5 1.5 '.U-BLOCK TOP CONIC. LINTEL BOTT. 1' 6" 1000" 1550" 2551" ® 8" x 16" 1 • 5 1 • 5 U-BLOCTOP 4'-6" 500" 1860" 4815" GONG. LI NTELBOTT. OU-BLOCK 16" I • 5 I • 5 TOP 4'-6" 1500" 1860" 4815" B" x CONIC. LINTEL BOTT. all x 16" 1 05 1 •5 U-BLOCK TOP CONC. LINTEL BOTT. Il'-4" Woo 381" IM" OU-BLOCK 5" X 16" 1 • 5 1 • 5 70P CONC. LINTEL BOTT. 10'-6" 1100" 1122" 2114" O B" X 16" 1• 5 I• 5 U-BLOCK TOP 9'-4" IlOO" 10250 1141" LONG. LINTEL BOTT. DOUBLE U-BLOCK 9 5" X 24" 1.5 1.5 1.5 CONC. LINTEL BOTT. -1 &.1 45000 NR 5000" 15 v • 12" O.C. DOUBLE U-BLOCK e" x 36 1 • 5 1 • 5 1-5 CONC. LINTEL BOTT. 10'-6" 1100" 1122• 2114" I. LINTELS TO BE CAST-CRETE HIGH -STRENGTH PRECAST / PRE -STRESSED U LINTELS BRG. UU-BLOCK PRECAST CONC LINTEL BEAM T��p� ES QTHRU /`J BRG. DOUBLE U-BLOCK • PRECAST FILLED CONC. LINTEL BEAM TYPE5 Q +9'4" DOUBLE U-BLOCK • PRECAST FILLED GONG. LINTEL BEAM TYPES 10 ENG. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTRION FOR ACTUAL NEEL AND OVERNANG CONDITIONS (I )1-1/8"x18 6A. GALV. METAL STRAP FASTEN TO TRUSS W/(5 )-16d NAILS, ADJUST STRAP LENGTN AS READ. FOR NAILS A 3" O/C TYPICAL. CONC. SEAM 65 CONNECTION D ETAIL TOP OF BM. + V-4 ----- 'r �.•':;:.r-- -- ------------I r rJ. L- ---------------------� L-I I I I ?" C I I \/A Lt D L' .': 2 1 I z I I I 1 vAULTEC G L 5 II1 I 4 I I I I I I , Q� I m c O I CI ,4 L LT E D If L'C:; L� 1 I III I I II II J I I II II I I I II I I II � J L------1 L____ I I 1 I I I I I I II I I II II i I I I III I I ' I III II I I I 1 -__--_____---I_I ------ ---— ---- -----ill ' I I ' I I / A LT D C, LI .VA ' I I I I I I 'Il I L I I I I Sr') L' I I I I I I I 1 II II III 1 L _______ ______ Lr--=-------------------------I I I I I I 1 I I II ' II I I II III _.J f- ---I I/ I�1 II I I �� UII II 2 q� A U I� e 11..E 11 11 I I ti ' n II ii III '_____ J_ I I _____ _L_ ___J JI r-- I --- -- - 14 LI I I 1 I I I it I I 1 S14 L (s II I I I it Ii GI DEit 11 It O I �� 4 ", L TOP OF BM. + V-4 RIC;HT PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W Z W 0 >I U. lot '.1 N �O V p Z Fm H X O-j m r ti r L9 n P X� LL •0 03 C r n 0• O^ 0 w O a m M M 0 O z 0 sd O Ln N m o U 0O K m O v '^01 N L 4 m n m a m JUN 0 91999 4 a N m m � o n 4 0 0 J w i2 Z Z E5 0 d I HR FIRE RATED PLYWOOD 'PYRO-GUARD' 4' FROM - PARTY WALL O O O R-19 INSULATION MIN TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD (iN PRE FAB ROOF TRU55E5 SEE TRU55 ENGINEERING FOR ADDITIONAL REQ. IX3 FIRE -STOP 8'-O" O.G. MAX TYP INT 15T FL WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT 2X2 FURRING ON CMU WALL 24" c.c. R-3 INSULATION MIN. WOOD 5A5E MOLDING TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 ULM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 P5F MIN OR FIBER MESH O TYPICAL PARTY WALL SECTION RB TOP 4 2 '5 RB BOTTOM CONT MIN 8"XI2" POURED GONG TIE BEAM W/ 25 TYPICAL TIE BEAM CONSTRUCTION TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U905 BOND BEAM W I • 5 CONT. O TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE SCALE: 3/4"= F-0" SEMCO BOUTHEI46TERN METAL OR EQUAL TRUSS TIE DOWN STRAP SIZE PRODUCT CODE O''E FASTENER SCHEDULE ALLOWABLE LOADS PER CTN HEADER WIND UPLIFT FASTENERS IN WOOD 2X HDP2X 18 10-10d 1566 25 2X(2) HDP2XD 18 12-10d 1550 25 FASTENERS IN CONCRETE' 2X HDP2X 18 8-NK OR DN 1566 25 2X(2) I-IDP2XD 18 8-NK OR DN 1880 25 INSTALLATION: USE ALL SPECIFIED FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED CONSULT MANUFACTURER FOR INFORMATION LEADING TO THE NK FASTENER. CODE COMPLIANCE: 5.15.C.C.1. • 9166 METRO DADE COUNTY REPORT ' 91-0630.8 SEMCO SOUTHEAISTERN METAL OR EQUAL RIVETED TRUSS ANCHOR ALLOWABLE LOADS DIMENSIONS FASTENER loci NAILS NAILS PRODUCT SCHEDULE —trod PER SIZE CODE O''E LATERAL LATERAL CTN WIND WIND OUT OF OUT OF loci16d Al A2 UPLIFT Al A2 UPLIFT CONCRETE WOOD NAILS_ NAILS 11-16d 595 210 595 210 1136 20 TAPR216 14 16 19 3/4 11-1001 1136 100 3-16d' 546 210 546 210 639' INSTALLATION: USE ALL SPECIFIED FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED MINIMUM EDGA DISTANCE 15 2" REFERENCE FOR ALTERNATE FASTENER SCHEDULE • STRAP BENT OVER TRU55 OR JOIST CODE COMPLIANCE: 5.B.C.C.1. • 9166, • 9320, METRO DADE COUNTY REPORT • 90-0420.2, " 91-0830.8 aN 2.5 \ \ 12 \ \ n�nnoccn'lnnnrl�l/l\ \ I" X 6" RAT -RUN m 6'-O" G.C. R-15 INSUL MIN TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES BEE TRUSS ENGINEERING FOR ADDITIONAL I X 3 FIRE STOP 8' G.G HOR. R-3 INSULATION TYP I5T FL INT WALL CONSTRUCTION — 1/2" GYPSUM WALL BOARD ON PT 2X2 FURRING ON CMU WALL 24" c.c. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION ---- 7 4" CONG SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 P5F MIN OR FIBER MESH Iilllilllllllllllllllllllllllllllllll TIf1II�InI� T O O 70v 1 STY TYPICAL WALL SECTION TYPICAL ROOF CONSTRUCTION m N4ILINC; &CHI.®ULrm FOR PHEUMI4TIC F145TENEER& LOCATION NAIL SIZE MANUFACTURER REMARKS SPACING 4" D.G. PANEL EDGES 4 PLYWOOD WALL 5HEATING V12" X .131" (34 DEG.) ATLAS -950115 6" O.G. • IMTERMEDIATE SUPPORTS 4" OG. PANEL EDGES 4 PLYWOOD 2 ND FLR 5U5FLOOR SHEATING 21i2" X .131" (34 DEG.) ATLAS " 150115 6" OC. • IMTERMEDIATE SUPPORTS 4" O.G. PANEL EDGES 4 PLYWOOD ROOF 5HEATING 2'�2" X 131" (34 DEG.) ATLAS '150115 6" O.G. C INTERMEDIATE SUPPORTS I X 2 P.T. FURRING STRIPS APPLIED TO INTERNATIONAL 16" OG. MA5. WALL 21'," X _09S STRAPS 4 MACHINES CO. '422428 EXT. WINDOW 5UGK5 APPLIED TO INTERNATIONAL I6" 0C. EXT. MA5. 211/2" X ..099 STRAPS 4 MACHINES GO. •422428 EXT. DOOR BUCKS APPLIED TO lib" OC. EXT. MA5. 211/2" X .099 5TRA5 4 MACHINES GO. P '422428 EXT. WINDOW 4 DOOR WRAPS 2'" X h INTERNATIONAL STRAPS 4 MACHINES CO. •422428 I6" O.C. 4 SURROUNDINGS ..Cva GARAGE DOOR BUCKS 3" X .300 RAM5ET/REDHEAD '1524 5DC 12" O.G. MAX. WINDOW SILL PL ( NON. BRN'G ''/'" X 3 "Q" U.S. ANCHOR '1236 24" OC. MAX. WINDOW SILL PL ( LOAD BRN'G) 1/2" X 3 34" US. ANCHOR '1236 12" OC. MAX. MAX. 6" O.C. SIDE LAPS SECURED TO SUPPORTS WIRE LATH 1 1/4" X .120 PASLOPE '404695 4 TIED BETWEEN SUPPORTS e 5" O.C. MAX. ROOFING BASE SHEET, MAX. 12" O.G. • HEAD LAPS 4 EAVE EDGES - MAX 24" O.G. TIN CAPS NAILS I" X .120" CENCO -HU13ATA • EDGE OF VALEY SHEET - GALv. NAILS INT. APPLIED ROOF NAILS, 211," X .133" INTERCHANGE 89019 2 RING SHANK GALV. NAILS PER TILE FIELD TILE NAILS RAKE EDGE 9CMEKAJ 2 RING SHANK ZINC PLATED NAILS PER TILE RAKE TILE NAILS 3" X .120" HITACHI ALTERNATE FASTENER SCHEDULE FOR VARIOUS ALLOEABLE UPLIFT LOADS P WIDE STRAP NUMBER OF IOd FASTENERS GUAGE 2 4 5 6 1 8 9 10 II 12 14 15 14 334 668 835 1002 1189 13313 1503 1610 1136 1136 1136 1136 18 326 652 815 918 1020 1020 1020 1020 1020 1020 1020 1020 20 326 633 633 633 633 633 1 633 1 633 633 633 633 633 NUMBER OF 16d FASTENERS GUAGE 2 4 5 6 1 8 9 10 11 12 14 15 14 364 128 910 1092 1214 1456 1630 1136 1136 11310 1136 1136 IS 358 115 895 1020 1020 1020 1020 1020 1020 1020 1020 1020 CEMENT TILE ROOF NAILED TO 1500 MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 30' FELT TIN TAGGED TO 113/32" EXT GRADE PLYWOOD ON PRE FAB ROOF TRUSSES AT 24" OC MAX BOTTOM TRU55 CHORD (VAULTED AREAS) GALV MTL STRAP AT EA TRU55 EMBEDDED INTO TB 2 SETS OF 2" X 4" X-BRACING FROM GABLE END TR155 4'-0" OG, ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRJ55 2" X 4' OVER DROP GABLE FOR OVERHANG OVER 8" '1 2 X 8 FASCIA TOP OF BEAM VARIES 2" X 4" RAT -RUN TYPICAL FASCIA CONSTRUCTION • 6•-m' O.C. 'I GALV MTL DRIP EDGE ON PT IX2 NAILER ON i 2" X 6" VERT. • 24"OC. 2 X 8 FASCIA GABLE END TRU55 MTL. STRAP • 24' O.G. 1/2" EXT. GRADE PLYWOOD TYPICAL SOFFIT CONSTRUCTION PROVIDE 6" X 24" SOFFIT VENT 0 (W-O" O.G. IQ' REDHEAD • 48' OC. / SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQUIREMENTS TYPICAL BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8"XI6" GNU WALL W/ 1 5 RB VERT IN A GONG FILLED CELL SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH TYPICAL SLAB RECE55 CONSTRUCTION PROVIDE 1 1/2"X8" SLAB RECE55 AT PERIMETER OF SLAB TYPICAL I STY FOOTER CONSTRUCTION SEE ENGINEER DRAWINGS -,I FIN FLOOR EL d-0'-0" GRADE SCALE: 3/4"-1'-0" FLAT GABLE END Q BLOCK WALL DETAIL TYPICAL 2 SETS OF 2" X 4" X-BRACNG FROM GABLE END TRUSS 4'-0" OC, ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRJ55 2" X 4' OVER DROP GABLE FOR OVERHANG OVER e" \� \ / I/fll � 2 X 8 FASCIA 2" X 4" RAT -RUN OC 2' X 6" VERT. • 24' CC: J 2' X 6" P.T. ------------ 1/2' REDHEAD • 48' OCR —GABLE END TRU55 —1/2" EXT. GRADE PLYWOOD STRAP • 24" O.G. 6416SOR GABLE END 6 BLOCK WALL DETAIL TYPICAL EXTERIOR WINDOW BUCKS APPLIED TO EXT. MA5. W/ 059 X 1 1/2" 5M 6" OC. 8" MA5, IX3P.T. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUR SPECIFICATIONS, UIINDOUI BUCK DETAILS STUCCO FIN. EXTERIOR DOOR BUCKS APPLIED TO EXT. MA5. W/ CSS X 1 1/2" SI" 1 6" O.G. 5/4 (13/16") RABBITED JAMB 8" MA5. ATTACHED TO DOOR BUCK �W/Fi-Bd NAILS EA. SIDE, 2 eu EA. DOOR BUCK '� I X 4 SPACER DRYWALL I X 4 P.T. DOOR JAMB DETAILS —STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE �2-2 X CONT. TOP PLATE TOP PLATE ANCHOR / AT EACH STUD 2 X F.5. t 2 X WOOD STUDS 6 16" O.G. T 5/8" TYPE 'X' GYP. WALL / BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2"X T" LONG TOP PLATE ANCHOR KWIK-BOLTS 0 48" OG, OR AT EACH STUD AS P X SST/REDHEAD MUD SILL POWERR FASTENERS 0152-4 SDG 4u 12' O.C. BEARING: WALL DETAILS ISSUE DATE: REVISIONS DATE: JOB NO: W ice W W � -� O L 0 o`0 00 W Z W H�J N� • •O N W Y H r r: 0 Otn J <L INl C4 I� C4 g r N ^ a Q a ;° LU 2 � m M 0 0 Q .V V O w■ 03 r m r V o 0 O O 3 Z cC Z 3 w ca z P (a Z Q c= Z O L O' r L4 a a c a f C C c (JUN 0 9 1999 - L a IEE I STORY TYPICAL WALL SECTION FOR TYPICAL IPECIFICATIONS OF COMPONENTS APPEARING ON BOTH IET5 OF CONDITIONS 2.5 \ \ 12 \ \ I" X 4" RAT -RUN ,p 6,'-0" CC. R-19 INSULATION MIN — TYP INT GLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES I X 3 FIRE STOP 8' C.0 HOR. — TYP I5T FL INT WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT IX2 FURRING ON CMU WALL 24" O.G. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL FLOOR CONSTRUCTION (2ND FLOOR) FLOOR TRUSSES AT 24"OC MAX TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES I X 3 FIRE STOP 8' C.0 HOR. — TYP INT IST FL WALL CONSTRUCTION 1/2" GYPSUM WALL BOARD ON PT IX2 FURRING ON CHU WALL 24" O.G. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 WWti ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED 501L COMPACTED TO 2500 PSF MIN DOUBLE MESH 6O" FROM EDGE OF SLAB IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��,. 2 STY TYPICAL WALL SECTION TYPICAL ROOF CONSTRUCTION TILE ROOF NAILED TO 90" MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 30" FELT TIN TAGGED TO 5/8" EXT GRADE PLYWOOD ON PRE FAB ROOF TRUSSES AT 24" OC MAX BOTTOM TRU55 CHORD (VAULTED AREAS) GALv MTL STRAP AT EA TRU55 EMBEDDED INTO TB TOP OF BEAM .20'-8" / `— TYPICAL FASCIA CONSTRUCTION GALv MTL DRIP EDGE ON PT IX2 NAILER ON 2X8 WOOD FASCIA W/ 2X4 SUB FASCIA TYPICAL SOFFIT CONSTRUCTION PROVIDE 6" X 24" SOFFIT VENT 9 6'-0" O.G. SCREEN TYPICAL AT ALL TRU55 END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQUIREMENTS TYPICAL TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 5"XI6" CMU WALL W/ 8" X 16" CONIC. FILLED CELL W/ 1 " 5 VERT, SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH PER SEC. 2104.10 (SEE ATTACHED ENGINEERING SHEET) TYPICAL FLOOR TRU55 ASSEMBLY PRE FAB "SYSTEM 42" (OR EQUAL) FLOOR TRUSSES 18" DEEP AT 24" OC MAX TOP OF BEAM CL'G HGT. TYPICAL TIE BEAM CONSTRUCTION MIN B"XI2" POURED CONC TIE BEAM W/ 2"5 RB TOP 4 2 " 5 RE, BOTTOM GONT TYPICAL EXT BLK WALL CONSTRUCTION 8"XI6" CMU WALL W/ 8" X 16" CONC. FILLED CELL W/ 1 " 5 VERT. SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH PER SEC. 2104.10 (SEE ATTACHED ENGINEERING SHEET) TYPICAL SLAB RECESS CONSTRUCTION PROVIDE 11/2"X8" SLAB REGE55 AT PERIMETER OF SLAB TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE FOR DETAILS AND SIZES FIN FLOOR EL ./-0'-0" s GRADE STAIRS DETAILS LUOO® Alm�Cs" EXPANSION STRIP PANEL ANCI-I OIR SEALANT SPACER GLASS BLOCK REINFORCING MORTAR GLASS BLOCK SHALL BE INSTALLED WITH HOT PIPPED GALV. STL. REINF. IN HORZ. JOINTS, EXTENDING FROM END TO END. MAX SPACING, Iro" C/C VERT. BEING SHALL CONSIST OF (2) PARALLEL, LONGITUDINAL HOT DIPPED GALV. STEEL WIRES (S) GA OR WIRES AT 8" O.G. MAX. USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO S.F.B.C. 2104,10 GLASS 5LOOK [DETAIL N.T.S. SCALE: 3/4".I'-0" I HR FIRE RATED PLYWOOD I" X Fi" RAT -RUN 6 6'-0" C.G. R-19 INSULATION MIN — ON PRE FAB ROOF TRUSSES SEE TRU55 ENGINEERING FOR ADDITIONAL REQ. IX3 FIRE -STOP B'-O" O.G. MAX TYP INT 15T FL WALL CONSTRUCTION PT 2X2 FURRING UN LMU WALL t4 c.c. R-3 INSULATION MIN. WOOD 5A5E MOLDING VN (i I-IIL VHf CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH • • N TYPICAL PARTY WALL SECTION RB TOP 4 2 05 RE, BOTTOM GONT MIN 5"XI2" POURED CONC TIE BEAM W/ 2.5 TYPICAL TIE BEAM CONSTRUCTION USE 5EMCO TAPI2 W/ 8-16d NAILS (EACH TRU55 UPLIFT CAPACITY OF 1456 LB5. OR LE55) 5EE TRU55 ATTACH. PLAN FOR MORE INFORMATION. TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U905 (2) - 2X8 P.T. LEDGER W/ W51254 1/2" X 51/2" e 24" D.C. BETWEEN TRUSSES. BOND BEAM W 1 " 5 CONT. IX3 FIRE -STOP 8'-O" O.G. MAX TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO,U905 TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE SCALE: 3/4"=1'-O" ISSUE DATE: REVISIONS DATE: JOB NO: W > �w/� 7. �0 �O La W _ 0yc •u �Y w. O O 9 ISSUE DATE: n GENERAL NOTES: THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM IMMEDIATELY UPON THEIR RECEIPT AND SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES AND ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK IN THE AREA IN QUESTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERRORS WHICH MAY HAVE BEEN OMITTED THEREBY. OM1561ONS FRON THE DRAWINGS OR SPECIFICATIONS OR THE 1"II5DE5CRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MI5DESCRIPTED DETAILS OF WORK, BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND/OR SAMPLES AS REQUESTED IN THESE SPECIFICATIONS. THESE SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND COMMENT PRIOR TO PROCUREMENT OF INDIVIDUAL ITEM OR ASSEMBLY. WHERE SUBMITALS ARE NOT SPECIFICALLY REQUESTED, THESE SHALL BE PROVIDED IF THERE ARE ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS. SUBSTITUTIONS: IN THE EVENT THAT A SPECIFIED ITEM CANNOT BE DELIVERED TO THE JOB SITE AND INCORPORATED INTO THE WORK SO AS TO CAUSE NO DELAY, THEN THE CONTRACTOR MAY REQUEST A SUBSTITUTION. SUCH SUBSTITUTION SHALL BE OF EQUAL MONETARY vALUE, OR AN ADJUSTMENT IN THE CONTRACT PRICE SHALL BE MADE. MECHANICAL NOTES: AIR CONDITIONING EQUIPMENT AND CONTROLS SPECIFICATION: ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL RACEWAYS (CONDUIT), WIRE INSTALLATIONS, CONNECTIONS, ETC. IN ACCORDANCE WITH WIRING DIAGRAMS ON AIR CONDITIONING/ ELECTRICAL PLANS OR DIAGRAMS FURNISHED BY MANUFACTURER OF THE EQUIPMENT. ALL POWER WIRING FOR THE AIR CONDITIONING EQUIPMENT SHALL BE FURNISHED, INSTALLED, AND CONNECTED UNDER TH15 SECTION OF THE SPECIFICATION. ' MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR ALL AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. AIR CONDITIONING EQUIPMENT INCLUDES CONDENSER, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTATS, ETC. SCHEMATIC A/C DUCT LAYOUT INDICATED. REFER TO A/C CONTRACTORS DRAWINGS FOR POOL MECHANICAL LAYOUT, AS REQUIRED. A/C CONTRACTOR SHALL COORDINATE DUCT AND UNIT INSTALLATION WITH GENERAL CONTRACTOR AND CONDENSATE LINE WITH PLUMBER. A/C UNIT(S) SHALL BE EER w f LUMBING NOTES: MINIMUM SLOPE SHALL BE 1/5" PER FOOT. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE, LOCAL CODES, RULES AND ORDINANCES. DRAWING ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. VERIFY LOCATION, SIZE, ELEVATION AND ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDENSATE DRAIN AND TRAP, SEE A/C PLANS FOR LOCATION OF UNITS AND DRAINS. CONDENSATE DRAIN SHALL BE SCHEDULE 40 P.V.C. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. ALL HOT AND COLD WATER LINES SHALL BE COPPER TYPE "L" FOR UNDERGROUND AND TYPE "M" FOR ABOVE GROUND INSTALLATION WITH ACID CORE SOLDERED JOINTS. HANDICAPPED TOILET FIXTURE REQUIREMENTS WATER CLOSET SEAT 15" -20" A.F.F. GRAB BAR 1 Ii2" DIA., 1 1/2" CIR. OF WALL AND 31 11/2 C/C MAX. IN STALL, 33"-36" AFF., 24" MINIMUM LENGTH, CENTER LINE WITH EDGE OF WATER CLOSET. WALL MOUNTED URINAL (OPENING) 11" A.F.F., MIRROR 40" A.F.F. LAVATORY HEIGHT MAX. 34" AFF., BOTTOM CIR. MIN. 25" A.F.F. DOOR OF STALL 2'-8" MIN. SWING OUT, TRUSS NOTES: WOOD TRUSSES, WHICH ARE FABRICATED BY A LICENSED FABRICATOR, SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED, SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AND THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN 5PECIFICATION5 FOR STRESS GRADE LUMBER AND ITS FASTENINGS" BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION) AND "DESIGN 5PECIFICATION5 FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY TRU56 PLATE INSTITUTE. THE DESIGN AND SHOP DRAWINGS AS WELL AS THE FABRICATION OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ARCHITECT/ENGINEER AT ALL TIMES. THE HANDLING, ERECTION, AND FIXING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE DESIGN DRAWINGS OF SAID WOOD TRUSSES. A/C CONTRACTOR AND FLOOR TRU56 MANUFACTURER SHALL COORDINATE THIS EFFORT. TRUSS DETAILS ARE FOR CONFIGURATION PURPOSES ONLY. DO NOT SCALE FOR DESIGN OR MANUFACTURING PURPOSES, TRU55 MANUFACTURER SHALL PROVIDE ALL CONNECTIONS AND 5TRAP DETAILS. STRUCTURAL NOTES: • DESIGN LOADS: ROORDL + LL) = 55 PSF FLOOR(DL + LI-) = 60 P5F (LIVING AREAS), 150 PSF (BALCONY) SOIL BEARING CAPACITY: 2,500 P5F • ALL STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM COMPRE551VE STRENGTH OF 2500 P51 AT 28 DAYS. • ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM SPECS A-615. 0 ALL STRUCTURAL STEEL USED FOR COLUMNS AND PLATES SHALL MEET ASTI"1 SPEC A-36, AND SHALL BE PROTECTED WITH TWO (2) SHOP COATS OF RUST INHIBITING PAINT. ALL ANCHOR BOLTS TO BE A 301 STEEL. • USE HEMP FIR STRUCTURAL GRAPE 01 WOOD WITH A MINIMUM FIBER BENDING OF FB = 1400 PSI OR EQUAL. • ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS SHALL BE INPLACE BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL AND/OR MECHANICAL DRAWINGS. • MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1112" SUSPENDED SLABS: I" • IF FILLED CELLS ARE USED, PROVIDE TYPICAL FILLED CELLS (BLOCK CELLS FILLED VERTICAL WITH CONCRETE AND ONE (1) NUMBER 5 ROD CONTINUOUS FROM FOOTING TO BEAM). PROVIDE NUMBER 5 DOWEL IN FOOTING FOR EACH REBAR. • LAP REINFORCING STEEL 30 BAR DIAMTER MINIMUM. WOOD BEARING WALLS: • PROVIDE 2 X 4 STUDS AT 16 O.G. MAXIMUM UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE A MINIMUM 2 - 2 X 4 P.T. BASE AND 2 - 2 X 4 TOP UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM OF 3 - 2 X 4 AT ANY OPENINGS IN BEARING WALLS IN WHICH END CONDITION IS NOT CALLED FOR. FOR 6" BEARING WALLS, 2 X 6 WILL BE USED IN PLACE OF 2 X 4. • ALL EXTERIOR WALL5 AND INTERIOR STUD WALLS AS NOTED SHALL BE BRACED WITH 16 GAUGE GALVANIZED METAL TIES ON A v FORM FROM BOTTOM TO TOP PLATE. ATTACH BRACES TO TOP AND BOTTOM PLATES WITH 2 - 16 PENNY NAILS. FOR INTERMEDIATE NAILING USE 6 PENNY NAILS. • PROVIDE HURRICANE CLIPS TOP AND BOTTOM TO EACH STUD OF BEARING WALLS. ELECTRICAL NOTES • THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. CONTRACTOR SHALL VERIFY EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. ALSO MAY SELECT DIFFERENT MANUFACTURER OR FIXTURES WITH EQUAL SPECIFICATIONS. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH N.E.C.- AND ALL APPLICABLE CODES OR AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. • THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.v.A.C. EQUIPMENT AND THEIR GIVEN LOAD WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING -IN FOR PROPER POWER AND WIRING CONTROL LAYOUT AND INSTALLATION. ANY DISCREPANCIES BETWEEN THE GIVEN AND ACTUAL H.V.A.C. LOADS SHALL BE CORRECTED BEFORE ROUGHING -IN. • LIGHT FIXTURES OF THE BUILDING, SELECTED BY OWNER/ARCHITECT, INSTALLED BY THE ELECTRICAL CONTRACTOR. • ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL RULES AND ORDINANCES. • UNLESS OTHERWISE NOTED, MINIMUM SIZE WORE SHALL BE 012 "AWG", EXCLUDING CONTROL WIRING. • UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH "TW" INSULATION FOR 51ZE 010 AND SMALLER. CONDUCTORS LARGER THAN 010 SHALL HAVE "THW" INSULATION. aLL CONDUCTORS M 10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS 08 AND LARGER SHALL BE STRANDED. • ALL 110V., 10, 15, 4 20A. RECEPTACLES INSTALLED OUTDOORS AND IN BATHROOMS SHALL HAVE GROUND FAULT INTERRUPTER. • ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE • ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. • SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO A NON-5WITCHA5LE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. SMOKE DETECTORS SHALL BE LOCATEDON OR NEAR THE CEILING IN THE IMMEDIATE VICINITY OUTSIDE OF EACH SLEEPING AREA AND ON EACH ADDITIONAL FLOOR LEVEL (STORY) AND BASEMENTS INCLUSIVE. BEDROOM ADDITIONS TO EXISTING DWELLINGS WILL BE SUBJECT TO THE SAME REQUIREMENTS. SMOKE DETECTORS SHALL BE 110 VOLT TYPE, PROVIDE WITH VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON. • CONTRACTOR SHALL VERIFY WITH F.P.4L. THE LOCATION OF SERVICE, AND SHALL LOCATE METER AND PANEL AS REQUIRED. • VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATION5. PROVIDE G.F.I. FOR ALL BATHROOM RECEPTACLES, W.P. AND GARAGE RECEPTACLES AND LIGHTING FIXTURES WITHIN 15' OF SWIMMING POOL EDGE. • COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. ALL BRANCH CIRCUITS IN RACEWAY OR NON-METALLIG SHEATHED CABLE. + ALL CONDUCTORS SHALL BE COPPER, UN.O. CONDUCTORS 08 AND SMALLER SHALL HAVE "T.W" IN5ULATIONi CONDUCTORS LARGER THAN 08 SHALL HAVE "T.H.W." INSULATION. • ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLE55 OTHERWISE NOTED. • ALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS. OTHERWISE NOTED. PRE-ENGINEERED ROOF _ TRUSS *24" C/C GONG. TIE BEAM PER STUCT. Ix4 P.T. DENOTES r SEE STRUCT 2X4 STUDS • I6" PRE-ENGINEERED ROOF TRUSSES 024" C/C I/2" PLYWOOD W/ 0 8d o h" C/G ~ IX4 MIN BLOCKING j W/2-8d NAIL EA. END i F u w �CONC. TIE -BEAM SEE STRUCTURAL N w VARIES SEE PLAN IX4 P.T. DENOTES "A SEE STRUCT GONG. TIE BEAM / PER STUCT. 1/2" PLYWOOD W/ ad tD 6" C/C IX4 MIN BLOCKING W/2-ad NAILS EA. END I III w Q vARIES SEE ELEVATION I IX4 P.T. DENOTES SEE STRUCT CONC. TIE BEAM PER STUCT. O 1/2" PLYWOOD W/ ad » 6" C/C 4 Ix4 MIN BLOCKING III W/2-5d NAILS EA. END ai ui ly v vARIE5 5EE ELEVATION WOOD ARCH t✓RAMIN(s DEi4lIL5 EXPANSION STRIP ,`" REINFORCING PANEL ANCHOR MORTAR SEALANT '.1�.4f� ..• '.?,.j,.i,•. SPACER — GLASS 0 BLOCK 0 GLA55 BLOCK' SHALL BE INSTALLED WITH HOT DIPPED GALV. 5%. REINF. IN HORZ. JOINTS, EXTENDING FROM END TO END. MAX SPACING IC?" C/C VERT. BEING SHALL CONSIST OF (2) PARALLEL, LONGITUDINAL HOT DIPPED GALV. STEEL WIRES 03) GA OR WIRES AT all O.G. MAX. USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO 5.F.5.C. 2-104J0 Gl_A55 _F'_LOC_K [DETAIL N.T.S. REVISIONS DATE: JOB4O0: ,4 A W Z 0 H r` r rn 00 CA ° 0 '= o J LL cc i ~ N rr rn rn d %0 z O x a n 0 0 u�7 7d. Z z_ Cl D1111111111111113