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HomeMy WebLinkAboutPLANSS2'-011 SGALH= RIGHT L I" 1/-4 " = 1' - ,a" C r=NrERAL NOTrES I. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 5Q.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 BREAKER5 IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 5. PROVIDE RECEPTAGAL 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, 5HOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF 5F.B.C. IS'l EDITION 12. EGRESS 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. AREA CALCULATION LIVING AREA A/G 14138 50. FT. GARAGE 316 5Q. FT. COVERED ENTRY 9 5Q. FT. COvERED PATIO 91 50. FT. TOTAL UNDER ROOF Ill SQ. FT. E I NOTES POOI CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P00,� VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 5Q.IN. BLK VENT W/ SCREEN o FLR LEVEL P006 42" KNEE WALL Poo PLANT SHELF ABOVE P008 1'-6" WALL Fl MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCE55 W/ LIGHT 4 SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET o 5" OC. P014 GL5151-K (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT m GARAGE DOOR 9 FLRLEVEL P011 CABINET ABOVE P015 5'CEILING POM TEMPER GLA55 8001 RECE55 MEDICINE CABINET 8002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 8005 RECE55 SHOWER W/ GER- TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ D15P05AL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR Ill DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E.001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT Em06 WHIRLPOOL PUMP 1=001 CENTRAL VACUMN E00B AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS s 12" OC- 5002 BRN'G WALL WD. STUDS 9 ll O.G. tiOWI-In 1 4� p dl p Ole 05 SCANNED BY St. Lucie County L.,4 I }� �°d SG c L_i 1/4 " = 1' _ m" r i I 1� :' i� 1 1, i ill, jl'�'ljj III •,. f ISSUE DATE: I AUGUST 1111998 REVISIONS DATE: JOB NO: i n a' <5Y NOT95 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 120 SQ.IN. ELK VENT W/ SCREEN m FLR. LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6" WALL P005 MIRRORED P010 PANTRY W/ 5 SHELVES Pm11 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS III/ LIGHT 4 SWITCH P013 1 1/2" X 8" WD. RAILING ! 2" PICKET m 5" O.C. POW GLSELK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN. VENT m GARAGE DOOR m FLRLEVEL P011 CABINET ABOVE P018 5'CEILING P019 TEMPER GLASS 15001 RECE55 MEDICINE CABINET P-002 MARBLE SHELF E3003 CULTURE MARBLE ROMAN TUB 13004 CULTURE MARBLE SHOWER PAN E005 RECESS SHOWER W/ CER. TILE WALL 15006 KNEE SPACE 8001 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 DISHWASHER E00I ELECTRICAL PANEL E002 , ELECTRIC METER E0031 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VAGUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. 5TUD5 m 12" OC. 5002 BRN'G WALL WD. STUDS m 16" O.G. I IDOOiZS SGI 4EC�ULE 91ZEi OPENING T G2 REMARK A 2-20ro HG 2roro8 HG © 21®rob NG 28roe SG 28ro8 1" ITL W/ AUTOGLOSE RS 30ro8 HG 30 rob MTL IPcroa P-F SWING E3IFOL1D 2068 E3F 26ro8 E3F 310ro B ESF l� =F06 8 EF - 5,Do 8 E3F ro0ro8 E3F 16m10 OvERHEAp GARAGE DOOR G2O 8m1m OVERNEAU GARAGE f�00R 50ro8 E3P MIRK. 2-20ro8 MTL FRENCH I LITE wINTO(:: SW5 xiO SCI-4E�UL� bIZE OPENING T G2 REMARK 24SH EGRESS 26SH 3 26SN 34SN EC -TRESS I 39oSH O I/233SN — 3®4rd HR -- 404m NR EGRESS (� ry P>ro 1:'i SGO F m8m SG� — O 808m `>GO /C� 5QJ8m SGO — 12080 6G0 c!/ I(008sa SG PAN. 5ENER,AL NOTI=S I. ALL WINDOWS AND 51-IDING DOOR GLA55 SHALL BE PER ENERGY CALC5. 2, PROVIDE 120 5Q.IN, OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER ML15T 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 SO" 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. 11. ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C. 1992 EDITION 12. EGRESS 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. AREA CALCULATION LIVING AREA A/C 1683 SQ. FT. I ST FLOOR 1000 50. FT. 2 ND FLOOR 683 SQ. FT, GARAGE 406 SQ. FT. COVERED ENTRY 30 EQ. FT. COVERED PATIO -16 SQ. FT. TOTAL AREA 2le5 5Q. FT. ND FLLOi;z,::> 3CAI_E: 26'-E" 1 ST I _I I 7I— UI it 4 WI = I = -. e nl m. ICI o Wi— I� 1 E 002 _I >=' L- ./ N I ,-4 ., = 1. PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: �r z r ,. ® Z L. Li, 0 > cs. L 1LLI � c O 0 UU .0 w ..* ® 0 yy` V / � Y O O J pp 1 L` 01 rn o, 0p V 10 O yu1 J Q co H C r 01 01 O� Q f- Ln ,`1 ul z O x a M M M A 22 1i z O en D r u �s O O Ld Ld z Z G z o o U c l N cn x k9Y NOTE5 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 SQ.IN. ELK. VENT W/ SCREEN a FLR LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P008 T-6" WALL P005 MIRRORED P010 PANTRY W/ 5 SHELVES POII LINEN W/ 5 6HELVE5 P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X S" WD. RAILING 4 2" PICKET a 5" O.C. P014 GLSBLK. (I HRFIRE RATED WHERE REQ41RED) P015 HEADER ABOVE Pm16 (v0 SQ,IN. VENT a GARAGE DOOR a FLRLEVEL P011 CABINET ABOVE P018 8' CEILING POIS TEMPER GLA55 15001 RECESS MEDICINE CABINET 15002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOUTER PAN 5005 RECE55 SHOWER W/ CER TILE WALL 15006 KNEE SPACE 15001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN 1<003 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/EOUIPTMENT E606 WHIRLPOOL PUMP Fool CENTRAL VACUMN E000, AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS a 12" O.G. S002 BRN'G WALL WD. STUDS a 16" OZ. C'zENrzFRAL NOiIEE& 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 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. 5, PROVIDE RECEPTAGAL 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, 6HOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF 6F.5.C. IV52 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE65 THAN 20 INCHES IN WIDTH, 24 INC14E5 IN HEIGHT, AND 5.1 6QFT, IN AREA. THE 50TTOII OF THE OPENING SHALL BE .NOT MORE THAN 44" OFF THE FLOOR AREA CALCULATION LIVING AREA A/C 1554 SQ. FT I ST FLOOR 10'33 SQ. FT. 2 ND FLOOR 461 SQ. FT. GARAGE 254 SQ, FT. COVERED ENTRY 61 SQ. FT. COVERED PATIO 90 SQ. FT. TOTAL AREA M55 SQ. FT. 29,'-0" I � I I I I I I I I I I I I I I ,.4 I I m I I I I D II' I 42" LOW WALL 5002 � to- — 0 4" 3'-8" 4 3'-4" ili I I I It iPml -r — — — BATH #2 S'4 CL'G/G 2S6 1 f r DN-----_� — — 6'_g 4" 3 I4, 4'-5" o , 31_4 — N P001— 1 J 5068�F 9- -1iv�d pj = ___ 42' KNEE WALL `1 1 'RASE ce I BEDROOM #2 LOFT/51RM #3 I S'4 CL'G �, 914 CL'G i I I 411 12'-0" I 345H EGRESS 5002 345H EGRESS RO.54" X 63t'," I RO.54" X 63'/2" I I 1 II A 2 N E�) F L L C-) SGAL_ i=_: }=1_ ,"N 1/4 '' = I, _ <E>" 1 ST FLoOF�_' BG4,L-E3: I/-4 = P - m" $'_'" 9N+r '...� Jlt Y �c 'L..�a' '� 3r u9 1 as Is ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: LL J rrCL �r VLLJ 00 ♦u ♦ 4✓ O_j —1 d] tm+° "EIYG ti N n i i t _r ' _ I I i I i I 1 I I I I i 1 I I i I I I I I II i I - II I I 1 i i _ I'I i I 1 LEFT f=l L 4I V 1/4 " = P - cZ)II LC k)0Uf �l Oall � CzEN;-FQ AL NOTE& I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CAI -CS. 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. 5. ALL BATHROOM FIXTURE OUTLETS TO BE 50" AFF OR AS PER BUILDER SPECIFICATIONS. 9, PROVIDE RECEPTACAL FOR MIGRO/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, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFBC. 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. ARRA CALCULATION LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1-505 SQ. FT. Pool CLi,SET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUT51DE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSUL4TION BETWEEN GARAGE AND A/C POO5 6E 5QIN.. 9LIG. VENT W/ SCREEN o FLR. LEVEL POO& 42" KNEE WALL POOL PLANT SHELF ABOVE, P005 -I'-b" WALL PO09 MIRRORED POIO PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT t SWITCH P013 1 0" X 8" WD. RAILING / 2" PICKET o 5" OC. III P014 GLS ELK. (I HRFIRE RATED WHERE REQUIRED) POI5 HEADER ABOVE POI6 9i0 SQ.IN. VENT 0 GARAGE DOOR B FLRLEVEL Poll CABINET ABOVE P015 8' CEILING POIS TEMPER. GLASS Boot RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULIURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN BOOS RECESS SHOWER W/ GER, TILE WALL 5006 KNEE SPACE BOOT BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DI5P05AL K002 RANGE W/ HOOD AND FAN 1<003 REFRIGERATOR K004 DOUBLE WALL OVEN' K005 GOOK TOP KOm6 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 EOO1 CENTRAL vACUMN EOO8 AIR HANDLER UNIT 5001 ERN'G WALL WD. 5TUD6 ® 12" OC. 5002 BRN'G WALL WD, STUDS ® 16" O.C. nn, /AII <6 41I 13'-8" 1'-4" 2'-3" 9'-10.1 I 2'-3" I'-4", _ I 1 O.2 '4 "X63n I FRO'; 4l'"X63" �7355H I '�a355H nn nn n n nn n I � r� I I r I COVERED PAVO Y x I VAULTED CL'G �� 0 I 9F� LS4D- 9 In I! y Z 1.2tA.A V-0" 12'-4'I 51I `� 161.0 CASTER 15RM ' 12m8m "-"y VAULTED Cl 'G p If p ---------------------------- In 1 1 fY n ' 1 n LI N 5 SH I \9 (1 IJf'o _ I X 24 SH. + �_ I 4" 4 4'4n 411I31_6n 41 21 —. i8 Po01 LIVING ROOM - -- 2 2050 Pool In I. fi I VAULTED CL'G I OVE �► cv� n 5db E ml- N` / ,/ `� �'- •� I. ABOVE_.-� - [-1 I R: IMA�41iR 6ATH � I - N N 411 n p 255H "6„ 1 0m5 n nn K006 I p in I . S n_ .t I Km I _ I'� L\+� LL I -01' II'-lu w Io(Sib — p O ro. p LI 81I 3'-0" 12'-8 �5.. �I � _ I VAULTED cL'G 5,_4 51- �1 DINING ROOM I f_7 OR x VAULTED GL'G n 31_Su ni 2 O � ---`----- --- `I r-1 � - 11 P004 II - �Qt 2850 1 I - I I E004-9 al it I �EfS � _ 1 - VAUI-TED CL'G �� I -I �p PI 12 O X p n In A " I44 I9 IIL-I I 1n I I I I - 10,_mII 81In 'a1VT/ e /_ II 41 C_ _ _ -I-I-��Emma _ � 9'-t cL'c �•. it W .2 .I n 5068 BF _ 5 �` �_ -P004 N I 1 I I IN �fi OI 1 ' I I I � E—E001 ml EEDROOM 02 Pmld _ 9'4 CL'G -' � 0 - n n BATHa a,.. n -bolo O.N. GA44GE DOOR 9'4 CL' - p 8„ 10140II 4" — in C___��_ �E002 1 n n n n nn n n 355H EGRESS 0 n 24" RND.TEMP A RO=54" X 101," RO.26" X 241" V-0" 31_511 1�1_41I I 11'-011 _E_ 321 _ 01I R15H I PFRMIT/CONSTRUCTION DRAWING ISSUE DATE; SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: �Y ♦rr LJJ > ice Ld LIM r rV,diam LL�I \u/ IrILW �� Lij li/ WT `u LL r ,m♦p V 7 Y V 1- _1 m r� SEE I STORY TYPICAL WALL SECTION FOR TYPICAL SPECIFICATIONS OF COMPONENTS APPEARING ON BOTH SETS OF CONE)ITIONS /y 12 5 2.5 \ \ 12 nnna�nnnnnnnn\ \ 1" X 4" RAT -RUN m 6'-0" C.C. R-19 INSULATION MIN — TYP INT CLG CONSTRUCTION 5/6" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES I X 3 FIRE STOP 8' C.0 HOR TYP 1ST 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 TRUSSES AT 24"OC MAX TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES I X 3 FIRE STOP V C.0 HOR. TYP INT IST FL 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 SLAB CONSTRUCTION —� 4" GONG SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN DOUBLE MESH 60" FROM EDGE OF SLAB 2 STY TYPICAL WALL SECTION 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 O 6'-0" O.G. SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQUIREMENTS TYPICAL TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8"XI6" CMU WALL W/ 6" X 16" GONG. FILLED CELL W/ 1 " 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 IS" DEEP AT 24" OC MAX TOP OF BEAM A'�N� 6EAM w(1 415 CL'G HGT. TYPICAL TIE BEAM CONSTRUCTION MIN 8"XI2" POURED CONIC TIE BEAM W/ 205 RB TOP t 2 " 5 RB BOTTOM CONT TYPICAL EXT BLK WALL CONSTRUCTION 8"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 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 GRADE FIN FLOOR EL SCALE: 3/4".1'-0" 12 �5 2B \ \ \ 12 \ \ nnnnrzzpnnnnnnn\ \ I" X 6" RAT -RUN 9 6'-O" G.G. R-15 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 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" CONIC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH uummuumu����l I STY TYPICAL WALL SECTION TYPICAL ROOF CONSTRUCTION CEMENT TILE ROOF NAILED TO 50" 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 TRUSS CHORD (VAULTED AREAS) GALV MTL STRAP AT EA TRUSS EMBEDDED INTO TB a 9L 411 TOP OF BEAM l TYPICAL FASCIA CONSTRUCTION GALV MTL DRIP EDGE ON PT IX2 NAILER ON 2 X 6 FASCIA TYPICAL 50FFIT CONSTRUCTION PROVIDE 6" X 24" SOFFIT VENT 9 6'-0" O.G. 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 05 RB VERT IN A CONIC FILLED CELL SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH TYPICAL SLAB RECESS CONSTRUCTION PROVIDE 1 1/2"X6" SLAB RECESS AT PERIMETER OF SLAB TYPICAL 1 STY FOOTER CONSTRUCTION SEE ENGINEER DRAWINGS END GRADE FIN FLOOR EL H-0'-0" SCALE: 3/4" =1' -O" I PR FIRE RATED 'PYRO-GUARD'4 PARTY WALL R-IS INSULATION MIN — TYP INT CLG CONSTRUCTION ON PRE FAB ROOF TRUSSES SEE TRU55 ENGINEERING FOR ADDITIONAL REQ. IX3 FIRE -STOP 8'-0" O.G. MAX 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" CONIC SLAB W/ 6X6 1010 WLM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH RB TOP t 2 "5 RE, BOTTOM CONT MIN 8"XI2" POURED CONC TIE BEAM W/ 205 TYPICAL TIE BEAM CONSTRUCTION O O LTYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U905 ToP of �E.4M � �I BOND BEAM W 1" 5 CONT. TYPICAL PARTY WALL SECTION ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM LI, REVIEWED BY DATE PLANS AND PERMI MUST BE KEPT ON JOB OR TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE SCALE: 3/4" =1' -O" ISSUE DATE: REVISIONS DATE:. AUG 3 0 1999 JOB NO: W W � V Z L. O �~ �o 00 VV W Q Z WUJ ♦Ol O �Y TRUSS W/ 2-1/4" BOLTS FRAIL ETS 5F 4" 05, STAIRS DETAILS SCALE: 3/4"• I'-O" SEl" ICO SOUTHE146TEPN P'IET14L OR EQU14L TRUSS TIE DOWN STRAP SIZE PRODUCT CODE GAUGE FASTENER SCHEDULE ALLOWABLE LOADS PER CTN HEADER WIND UPLIFT FASTENERS IN WOOD 2X HDP2X IS 10-10d 1566 25 2X(2) HDP2XD 18 12-10d 1880 25 FASTENERS IN CONCRETE' 2X HpP2X 15 8-NK OR DN 1566 25 2XC2) HDP2Xp 18 S-NK OR DN ISSO 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.C.I. " 9166 METRO DADE COUNTY REPORT ' V-0830.8 SEMCO SOUTHEI4STERN MET4L OR EQU14L RIVETED TRUSS ANCHOR SIZE PRODUCT CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS Imd NAILS Ibd NAILS LATERAL Al A2 ILATERAL UWIND UPLIFT WMD UPLIFT PER CTN OUT OF CONCRETE OUT OF WOOD Ifdd NAILS Ibd NAILS Al A2 20 TAPR216 14 16 M 3/4 11-l0d 11-16d 595 210 1136 595 210 1136 100 3-16d• 546 210 546 210 6354 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 CODE COMPLIANCE: SB.CG.I. 0 9166, 09320, METRO DADE COUNTY REPORT' 90-0420.2, 0 91-06302 EXPANSION STRIP PANEL. ANC4 40R SEALANT SPACER GLASS BLOCK I NFORC I NG MORTAR GLASS BLOCK SHALL BE INSTALLED WITH HOT DIPPED GALV, STL. REM=, IN HORZ, JOINTS, EXTENDING FROM END TO END, MAX SPACING 16" C/C VERT, BEING SHALL CONSIST OF (2) PARALLEL, LONGITUDINAL HOT DIPPED GALV. STEEL WIRES (9) GA OR WIRES AT all O.C. MAX. USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO S.F.B.C. 2704.10 L,455 SLOC;< DETAIL- N.T.S. N41L.INa SCi iFEDULE FOR fmHSL 1�1410iIC F-4&TrmNr=Rs LOCATION NAIL SIZE MANUFACTURER REMARKS SPACING; PLYWOOD WALL SWEATING 21'2" X .131" (34 DEG.) ATLAS ''750115 4" O.C. PANEL EDGES 4 6" O.G, a IMTERMEDIATE SUPPORTS PLYWOOD 2 ND FLR SUBFLOOR SWEATING 21/2" >: J3" l34 DEG.) ATLAS 0150115 4" O.C. PANEL EDGES 4 _ 6" O.G. 6 IMTERMEDIATE SUPPORTS PLYWOOD ROOF SWEATING 21/2" X .131" (34 DEG.) ATLAS "150115 4" O.G. PANEL EDGES 4 _ 6" O.G. 0 IMTERMEDIATE SUPPORTS I X 2 P.T. FURRING STRIPS APPLIED TO INTERNATIONAL MA$. WALL 21/2" X ..099 STRAPS 4 MACHINES CO. 0422428 16" O.C. EXT. WINDOW BUCKS APPLIED TO INTERNATIONAL EXT. MAS, 21/2" X _099 STRAPS 4 MACHINES CO. '422428 16" O.G. EXT, DOOR BUCKS APPLIED TO ExT. MAS. 21/2" X ..099 STRAPS 4 MACHINES CO. 0422428 16" O.G. EXT. WINDOW 4 DOOR WRAPS INTERNATIONAL 4 SURROUNDINGS 21/2" X ..099 STRAPS 4 MACHINES CO. 0422425 1&" O.C. GARAGE DOOR BUCKS 3" X .300 RAMSET/IREDHEAD '1524 SE 12" O.C. MAX. WINDOW SILL PL ( NON. BRN'G J/2" X 3 3/4" U.S. ANCHOR '1236 24" O.C. MAX. WINDOW SILL PL ( LOAD BRN'G) /2" X 3 3/4" U.S. ANCHOR '1236 12" O.G. MAX, 1 WIRE LATH 1 1/4" X .120 PASLOPE '404695 MAX. 6" O.G. SIDE LAPS SECURED TO SUPPORTS _ 4 TIED BETWEEN SUPPORTS 0 9" O.C. MAX. ROOFING BASE SHEET, TIN CAPS NAILS I" X .120° CENCO 'HJ I3ATA MAX. 12" O.G. o HEAD LAPS 4 EAVE EDGES - MAX 24" O.C. d EDGE OF VALEY SHEET - GALV. NAILS INT. APPLIED ROOF NAILS, FIELD TILE NAILS 21/2" X:.133" INTERCHANGE "'89019 2 RING SHANK GALV, NAILS PER TILE RAKE EDGE , RAKE TILE NAILS 3" X J2 oll HITACHI "56MEKAJ 2 RING SHANK ZING PLATED NAILS PER TILE ALTERNATE FASTENER SCHEDULE FOR VARIOUS ALLOEABLE UPLIFT ILOADS I" WIDE STRAP GUAGE NUMBER OF 10d FASTENERS 2 4 5 6 8 9 10 II 12 14 15 14 334 668 835 1002 1189 1338 1503 1610 1136 1136 1136 1136 IS 326 652 615 918 1020 1020 1020 1020 1020 1020 1020 1020 20 326 633 633 633 — 633 633 633 I 633 I 633 I 633 I [ 633 633 GUAGE NUMBER OF 16d FASTENERS 2 4 5 6 1 8 9 10 II 12 14 15 14 364 128 91O 1092 12-14 1456 16,30 1136 1"136 1"136 1136 1136 18 355 115 895 1020 1020 1020 1020 1020 1020 1020 1020 1020 2 SETS OF 2" X 4" X-BRACING FROM GABLE END TRUSS 4'-O" O.G. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2" X 4. OVER DROP GABLE FOR OVERHANG OVER 8" 2 X 8 FASCIA 2" X 4" X 6' VERT. • 24" O.C. 51-E° END TRUSS . STRAP • 24" O.C. EXT, GRADE PLYWOOD 2" X 6" P.T. 1/2" REDHEAD • 48" PLAT GABLE END 0 BLOCK WALL DETAIL TYPICAL 2 SETS OF 2" X 4" X-BRACING FROM GABLE END TRU55 W-O" O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2" X 4" OVER DROP GABLE FOR OVERHANG OVER e" 2" X 4" RAT-RUN- 2- X 6" VERT. • 24" 2" X 6" P.T. 1/2" REDHEAD • 48" 2 X 8 FASCIA END TRUSS EXl. GRADE PLYWOOD STRAP • 24" O.C. SGINOR GABLE END 0 01-0= WALL DETAIL TYPICAL. EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ .099 X 1 1/2" SM 6" O.C. 8" MAS. I X 3 P.T. ALL WINDOWS INSTALLATION SHALL FOLLOW 2 MANUF. SPECIFICATIONS. WINDOW BUCK DETAILS D STUCCO FIN. EXTERIOR DOOR BUCKS APPLIED TO EXT. MAS. W/ .099 X 1 1/2" SWI ATTACHED 8" MAS. To DOOR BUCK W/6-Sd NAILS EA. SIDE, 2 o EA. DOOR BUCK I X 4 SPACER DRYWALL 1 X 4 P.T. rj p.2 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 ® 16" O.G. 5/8" TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2"X 7 LONG TOP PLATE ANCHOR KWIK-BOLTS o 45" O.C. OR AT EACH STUD AS 311 X 300 SST/REDHEAD MUD SILL POWER FASTENERS 01524 SDG ♦ 12' O.C. G D- BEARING WALL DETAILS ISSUE DATE: REVISIONS DATE: AUG 0 0 1999 JOB NO: W W W:3ce ceuo W z ♦� O $0 ♦0 c VLu O � Y Q _ z n Ln n n 04 e- 10 810 J LL €04 a N a 1 in Li a M O 0 ri N s V r- 8 J z Lu zd oJ0 Z O 8 0 � V U a z x U I HR FIRE RATED PLYWOOD 'PYRO-GUARD'4'FROM - PARTY WALL FIRE RATED NSULATICN� vi O O 1 X 4 P.T.-FJ�j O O R-le INSULATION MIN TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ. IX3 FIRE -STOP V-0" O.C. 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 BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 WWM ON & MIL VAPOR BARRIER OVER -CHEMICALLY TREATED SOIL ' COMPACTED TO 2500 PSF MIN OR FIBER MESH TYPICAL RAKED TIE BEAM CONSTRUCTION MIN 8"XI2" POURED CONC TIE BEAM W/ 205 RB TOP d 2 5 RB BOTTOM CONT 1X4P: TYPICAL ELK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U9o5 o BOND BEAM W 1 M 5 CONT. +8'-1" TYPICAL PARTY WALL SECTION TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE SCALE: 3/4"=1' -o" SEIWICO SOU7HSO11STERN MET4L OR EQU4L TRUSS TIE DOLUN STRAP SIZE PRODUCT CODE GAUGE FASTENER SCHEDULE ALLOWABLE LOADS PER CTN HEADER WIND UPLIFT FASTENERS IN WOOD 2X NDP2X IS 10-loci 1566 25 2X(2) HDP2XD IS 12-106 1880 25 FASTENERS IN CONCRETE* 2X HDP2X IS 8-NK OR DN 566 25 2X(2) HDP2XD IS 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: S.B.CG.I. 09166 METRO DADE COUNTY REPORT 091-0530.5 SEr' ICO SOUTHE46TERi� 1" IET4L OR MnLU94L RI`/ETED TRJS6 ANCHOR SIZE PRODUCT CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS 10d NAILS 16d NAILS LATERAL Al A2 WIND UPLIFT LATERAL WIND UPLIFT PER CTN OUT OF CONCRETE OUT OF WOOD loci NAILS 16d NAILS Al q2 20 TAPR216 14 16 19 3/4 11-loci 1-16d 595 210 I"f36 595 210 1136100 3-16ci* 546 210 546 210 639* NSTALLATION: USE ALL SPECIFIED FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED MINIMUM EDGA DISTANCE IS 2" REFERENCE FOR ALTERNATE FASTENER SCHEDULE * STRAP BENT OVER TRUSS CR JOIST CODE COMPLIANCE: S.B.GG.I. O 9166, 09320, METRO DADE COUNTY REPORT " 90-0420.2, " 91-0830.8 2 2B \ �� 12 \ \ \ \ nnnne�n-�nnnnnn\ 1" X 6" RAT -RUN a 6'-0" G.G. R-19 INSUL MIN TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRU55E5 SEE TRUSS ENGINEERING FOR ADDITIONAL I X 3 FIRE STOP 8' 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" CONIC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 1 STY TYPICAL WALL SECTION D-I TYPICAL ROOF CONSTRUCTION y 94ILIN H UGE POR RH O 4710 LOCATION NAIL SIZE MANUFACTURER REMARKS SPACINCz PLYWOOD WALL SHEATING 2112" X .131" (34 DEG.) ATLAS 0150115 CC. PANEL EDGES d 6 O.C. a IMTERMEDIATE SUPPORTS 6 PLYWOOD 2 ND FLR. 5UBFLOOR SHEATING 211/2" X .131" (34 DEG.) ATL45 "150115 4" O.C. PANEL EDGES d 6" O.C. a IMTERMEDIATE SUPPORTS PLYWOOD ROOF SHEATING 21>z" X .131" l34 DEG.) ATLAS *150115 4" O.C. PANEL EDGES d 6" O.C. a IMTERMEDIATE SUPPORTS I X 2 P.T. FURRING STRIPS APPLIED TO INTERNATIONAL MAS. WALL 21h" X ..099 STRAPS d MACHINES CO. •422428 16" O.C. EXT. WINDOW BUCKS APPLIED TO INTERNATIONAL EXT: MAS. 21w" X. -099 STRAPS d MACHINES CO. 0422426 16" O.C. EXT. DOOR BUCKS APPLIED TO EXT. MAS. 2X -OV9 STRAPS d MACHINES CO. 0422428 16" O.C. EXT, WINDOW d DOOR WRAPS INTERNATIONAL 16" O.G. d SURROUNDINGS 2'/2" X ..099 STRAPS d MACHINES CO, 0422428 GARAGE POOR BUCKS 3" X 300 RAMSET/REDHEAD "1524 SDC 12" OC. MAX. WINDOW SILL PI ( NON. BRN'G) ! z" X 3 3/4" U.5. ANCHOR 01236 24" O.G. MAX: WINDOW SILL PL ( LOAD BRN'G J liz" X 3 3/4" U.S. ANCHOR 01236 12" O.C. MAX. MAX. 6" O.C. SIDE LAPS SECURED TO SUPPORTS WIRE LATH 1 1/4'' X .120 PASLOPE "404695 d TIED BETWEEN SUPPORTS a S" O.G. MAX. ROOFING BASE SHEET, MAX. 12" O.C. a HEAD LAPS d EAVE EDGES - MAX 24" O.C. TIN GAPS NAILS I" X .120" CENCO 0HJI3ATA a EDGE OF VALEY SHEET - GALV. NAIL5 INT. APPLIED ROOF NAILS, FIELD TILE NAILS 21iz" X .133" INTERCHANGE 059019 2 RING SHANK GALV. NAILS PER TILE RAKE EDGE , RAKE TILE NAILS 3" X .120" HITAGNI "58MEKAJ 2 RING SHANK ZINC PLATED NAILS PER TILE ALTERNATE FASTENER SCHEDULE FOR VARIOUS ALLOEABLE UPLIFT LOADS I" WIDE STRAP NUMBER OF IOd FASTENERS GURGE 2 4 5 6 l 8 9 10 II 12 14 15 14 334 668 835 1002 1189 1338 1503 16 TO 1736 1-13io 1736 1-136 15 326 652 815 9-18 1020 1020, 1020 1020 1020 1020 1020 1020 20 326 633 633 633 633 633 633 633 633 633 633 633 GURGE NUMBER OF 16d FASTENERS 2 4 5 6 i 8 g 10 II 12 14 15 364 728 S10 1092 12T4 1456 1630 136 1736 1736 1-136 1736 14 S 355 -115 895 1020 1020 1020 1020 1020 1020 1020 1020 1020 CEMENT TILE ROOF NAILED TO 9O" 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 TRUSS 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 BLK WALL CONSTRUCTION 8"XI6" CMU WALL W/ 105 RB VERT IN A CONC FILLED CELL SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH TYPICAL SLAB RECESS CONSTRUCTION PROVIDE 11/2"X8" SLAB RECESS AT PERIMETER OF SLAB TYPICAL I STY FOOTER CONSTRUCTION SEE ENGINEER DRAWINGS GRACE FIN FLOOR EL +/-o'-o" SCALE: 3/4"= I'-0" 2 SETS OF 2" X 4" X-BRACING FROM GABLE END TRU55 4'-0" O.C. ANGLE BETWEEN 30-45 DEGREE9 ENTIRE LENGTH OF SCISSOR TRUSS 2" X 4" OVER DROP GABLE FOR OVERHANG OVER 8" 2 X 8 FASCIA 2„ X 4" X 6" VERT, d 24" O.G. ABLE END TRUSS L. STRAP ® 24'' O.C. " EXT. GRADE PLYWOOD 1/2" REDHEAD 46" FLAT GABLE END 0 BLOCK WALL DETAIL TYPICAL 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 OVERHANG OVER 8" 1 I' 2 X 8 FASCIA GABLE END TRUSS 1/2" EXT. GRADE PLYWOOD 2" X 4" RAT -RUN ® 6'-0" O.G. MTL STRAP ® 24" O.G, 2" X 6" VERT. ® 24" O.G. 2" X 6" P.T. 1/2" REDHEAD 0 48" O,C. SCISSOM GABLE END a BLOCK WALL DETAIL 9°R'PICAI- EXTERIOR WINDOW BUCKS APPLIED TO EXT, MAS. W/ .Oee X 1 1/2" SM 6" O.C. >< 3 P.T. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUR SPECIFICATIONS. LUINDODU BUCK DETAILS STUCCO FIN. EXTERIOR DOOR SUGIGF2 APPLIED TO EXT, MAS. W/ .099 X 1 1/2" SM 6" O.C. 5/4 (13/16") RABBITED JAMB 8 MAS. ATTACHED TO DOOR BUCK W/6-Sd NAILS EA. SIDE, 2 a EA. DOOR BUCK 1 X 4 SPACER -DRYWALL I X 4 P.T. DOOR JAMB DETAILS TOP PLATE AN( AT EACH STUD TOP PLATE ANCHOR AT EACH STUD AS — MUD SILL STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE 2 X F.S 2 X WOOD STUDS a 16" O.0 5/8" TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2"X T" LONG KWIK-BOLTS a 45" O.G. OR 311 X .300 SST/REDHEAD POWER FASTENERS 01524 SDC e 12' O.C- BEARING WALL DETAILS ISSUE DAiE:� A REVISIONS DATE: JOB NO: �V �J W 0 j- W > j:e,� W ®0 LLI W 00 Z Wcvim�� =�VW e® D-1 I RiNZ mr"T' 6"z Mim 10 NO 12 � 0 2295 CORPORATE BLVD. N.W. EXECUTIVE TEL: (407) O COURT 1 997-7286 SUITE 117 BOCA RATON FL 33431 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. $� VOG05ZZ REVIEWED FOR COMP If-. REVIEWED BY DATE K� PLANS ND PE MIT MUST BE KEPT ON JOB OR NO INSPECT ION WILL BE MADE. 5T. LUCIE COUNTY FIRE DISTRICT ,I REVIEWED FOR COMP_ _ LIANCE AND e7TnTF! T TO FINA F E D I EE — 00 E31( r. II DATE: 7 L'-`�9 Unf�ornpliance to: St. LUC�ecO 1. N.F.P.A. 101 2. Standard Building Code 3. State Fire Marshal Rules 4. Local Fire Codes SEE ATTACHED DEPARTMENT SITE UP 2400 RHODE ISLAND AVE. TELEPHONE: (561) 462-231. 12, FT. PIERCE, FL 34950 FAX: (561) 462-2325 0 9 1999 F T PLAN IS, PLF4N 'C' PLAN 'D' F I T r—L00 FR PLAN 'm' PL4N SG.4L�: PL4N 'D' 1/8 " = 1' - r�n" PLAN 'D' PLo4N 'C' PL04N 'D' ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q MIZ V 'i O W OII= > zz v W 2�0 W. W �� CL W wuu 0 Wd� u� Z N� o Y V OO J m d rn Ln r r 0 P 0 O LO OLn i 10 0�04 04 y Ih 01 P Q n %0 ui O mceZ. v ♦� m m 0 a N V d o Ln 0� s- iV Hr ° s O J � O Z Z ¢ W Qs U � J o 67 ¢ W U Z ~ Z � � � U � L04 m P N 0 m r m c 0 O Q 0 47N0?1 99 a. _m N AC-1 Y PERMIT/CONSTRUCTION DRAWING i=LAN 'A' ----------------------------- - -- ili — 'll O O !'J II! III 1i', O I ; I I ta• ar euL . ]m•-e• I I � I! tar of on.. ]m'-e• e ,���' ------------------------------- I ri I I II 11 I � iYJl. - J' �'.V'%%/�i L .. ��Y�L__J - '. 'L' Lam...__ \i�.�11 ? 1, 1. f i ' i ____ _ ... -: -.�. �'.:/$'i/' _ _, il`cL� vJ if;4 +.�i'.?:`.rc' uS.. I �:fi$'y��J�1 ♦ ® O it O ® !m ne c nor e•cvu nr you •.sx•e am •o.exr L•..TOl e.t ® O ; I O ® i ii .wn e•c. �reaeunr n.00 •.sx•e am •a.uu•. •roe e• O ii � � ! i i i � y.] I I ii (;" Ir +� ' I' �r LJ / JI (`v i _ • P I fit__ I; ,I ____ lr _ _P - __________ _r f ,i II ________ I II I I. I. � ___---- _ ! /' l ;_____________ /� i :- • II IL L n IL 2 n • . .: II II L �Z n ii L � ii -� IL _ _ _P ;f :•I - i; I -;-; . I ------------ I( 1 1 I ' ' — ____________ IIL__-________________ ; 1I !; Ir 1jl I � _ ____� KL• i r : 11 .. _J L _1J 1 __RJ .. :?': L 1 X.' I. _ ICJ .. ... . L - _ „ I II I I I I I ,_ x meow ea+rt wrtrm. > O ( , PLAN IS, PLAN 'C' SC.41—i=: PLp4N ' 1)' PL4N 'C' f='L "N I/8 'I = I' - co>" PLAN ' D' PLAN '4' ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q �Z V •Lim O LLJ >L� � a W 0 92. W 0� W Uj 0 w m .= ~ Z 'W' Y vA 0 Y V OO J m PERMIT/CONSTRUCTION DRAWING A 1 Lv Ln r r r 0� r r- 0 10 oLin X J Q TC LL L co d C � n Ln P P Q 10 d n LU Z 0 !1 M M a O LL i 0 s 0 J � w 0 Z Z w W = Sp U m oo LLJ Z ® m Q ry= V cZ � U � m P C N N m n m C C O O Q C] U 91999 a N m _ 2® Y . LEFT eIEDE-= SCALE: ELEY,4TION I/8 " = I' - 0" FRE,4ELE\v/,4TI(ON fi;z,:'ONT f=—LFEuAT ION PLAN 's' P�.�4N PL4N 'D' PL4N 'C' %Ic:�;+�T SIDE ELEu.4TION SCALE: I/8 " = 1' - 0. PLGN 'D' PLAN '4' PERMIT/CONSTRUCTION ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q �0 -� Z .i O V W 0 i `` V W Z�o W. W =ce ice VD <<W < W 0) c '- W 1- J Z .O 0 O Y V � J CO O H r V 1 0 O U J � p W Z V en Q ® Z w 0 C K (7 V m 04 N N � m 0 c c 0 JUU 0 91999 in a N m DRAWING AC-3 i E d S LEFT SOUND 4 T ION SC.4L-E: 32--0" 1/4- " = It - <Z:>" 4 COLUMN SCH®UL I O 8" X 16" CONC. ELK. 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" O.C. On 3 I/2" X 3 I/2" X I/4" STL. COL. O�1 4" X 4" X 1/4" STL. COL. L� > 8" X 12" X 12" CONIC. COL. W/ 6. 5 VERT AND • 3 TIES m 12" OC. O . . • 8" X 46" CONG, COL. W/ 4. 5 VERT. AN • 3 TIED m 12" O.C. O 8" X 12" X 12" CONC. COL. W/ Fi• 5 VERT AND • 3 TIE5 m 12" O.C. ® j IJI 8 x 1CONIC. ELK. FILLED CELL W/ 2 • BAR TIED TO TIED BEAM AND 1� FOOTING. ® ❑ ❑ FILLED CELL 8" X16" AR TIED • W/ I 5 BAR TIEDD TO TIED BEAM AND FOOTING m 4'-0" O.G. MAX. FOOT I NG SCHM—®UL O ILA/ ' 16" X 5 THICKENED EDGE CONIC. FTC. W/ 2 • 5 CONT. ® 8" X 8" THICKENEDEDGE 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. ® I_ x THICKENED EDGE CONIC. FTG. W1 W/ 3 • 5 CONT. ® 12" X 20" GONG. FTC. W/ 3 • 5 CONT. AND I • 5 TRANSVERSE m 48" O.C. 12" X 24" CONIC, FTG. W/ 2 • 5 CONT. 16" MIN. BELOW GRADE ® 42" X 42" CONIC. FTG. W/ 4 • 5 EACH WAY O 2X WOOD STUD WALL m 16" OC. e r- 'f ID B, RINC: WALL F"I CHAR. DROP DETAIL I Q It K In 2 2'-4" 1'-4" 4'-I" 1'-I0" 4'-I" I'-4" -1 71------------------------------------ n r- I I = O I I = N I O I 4' I , rll I r I I 1 1 I I _ I I \9 -I------------------ \-- ------------J I l 11 I � I - r 1 I THE SLAB ON GRADE SHALL BE MINIMUN 1 y1 4" THICK WITH 6x6 10/10 WWM. PLACE AT I THE CENTER OF SLAB WITH MINIMUM 30" I WIDE 2ND LAYER AT THE MONOLITHIC I r I I FOOTERS OVER WELL COMPACTED CLEAN I I I FILL TO MIN. 951" PROCTORS DENSITY I o I SOILS AND WITH VAPOR BARRIER. THE I �' SOIL ARE TO BE TREATED FOR TERMITES BEFORE PLACING VAPOR BARRIER. I I I F SOIL BEARING CAPACITY FOR THIS DWELLING I rl 1 I UNIT TO BE 2500 P.S.F. MINIMUM AS PER T _ ENGINEERING TESTED. t �.. \ \ a 01 - 0 F NI5HED FLOOR ELEVATION TO BE 16" MINIMUM i = I BOVE TOP GROWN OF ROAD ; 0 I I i I I �I t � I I I I I I I I I 1 I I I I I I ; I , I I I I o I ,r, 1 1 I t I I ; I I I , I I I I I I I , II _J o _4 4'-6" O 0 FoUNo T I c�::)N O - I I - --;— B T.T. '----'3 ---- l------------ 4 I 21'-I0" I , ALL COLUMNS TO BE EXCEPT WHERE NOTED 9 CONTRACTORS SHALL VERIFY ALL DOORS 4 WINDOWS OPENINGS W/ MANUF. o (j I COr —01 1 I I I .w ; I 1 , I n L 03Ii to 0 _________________ J 32' -0" LEFT FI— I" N i In SC.�LE= I/4 11 = P - m" PERMIT/CONSTRUCTION IaRAWIN ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q V O 1 W _ ww > LL. W W c W LLjp cem V p _ .0 Z ' O ]C U F- 0 m C In1 0. U p CA O LV O In it O tA co J .o r- 0 � N r a Q i 10 I Z M � � M m E�b a V � � s s.. m i V � M ; 1 I � � I O 3 I` Z ' � w ^r co r mm Q Z � U 5 0 0 0 CJ m O m f d rn a v m o. a 3 o JU 0 9 1999 N � m q m J r- 1 fail R0.4531 X 63" 4050 HR m Il'-4" u R0.4834" X 63" 4050 HR (p LIVING ROOM V4 TO 10'8 COFFER CL'G --------------------- HEADER a V-0"- / 36" KNEE WALL wlyob ---- -------1` .1 4o'' DINI Cs ROOM I 9'4 TO 10 '8 COFFER CL'G I � I I = I r I` I ♦` 1 ` i 1 `♦ I I i♦ I I I ♦I ♦ K006 KITG E 9'4 L'G K4 4 O -K002 N I 2080 P003 e� L-- — — In II II 4�� I t _ — P001A — 2 P011 N 5m6aeF - I N 6 9'4 CL'G 0 j + ^I'+ 63r 345H U)/ARCH EGRE55 RO.54" X 1014' 3'_0" 8. © 3 _01. 14'-0" LEFT FL OO I I'-4" 2'-4" � I 8�_4. / 28681 W/AUTO 32'-0" I II I - I CIVERED PATIO p I r ( ROO" X 91i�z. � I I ----I 5050 5GD MASTER BRM VAULTED CL'G �n v i it- Pool- �' I I I W I I P(lb01� �q I I r l I N 11 2�1 4" 3'_4" i 14" 31- 2 68PKT ---- 1 126681 I a' CL' © I IN v Bi MASTER 64 '4 CL'G/C.T. 'CND B003- GARAGE I I I I �110 C1H. GARAGE DOOR I P016 1 � 1 N 1 0 m 1 I I I 1 - Ia.-Oil 1 n P004 J O m f- �P '-4 f L I CSENERAL NOTES 1. 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 FAN5 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. B. ALL BATHROOM FIXTURE OUTLETS TO BE 50" 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 IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. 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/G 14158 50. FT. GARAGE 316 5Q. FT. COVERED ENTRY 15 SQ. FT. COVERED PATIO 91 5Q. FT. TOTAL UNDER ROOF 1964 SQ. FT. R I NOTE5 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 I CPO 5Q.IN. BLK. VENT W/ SCREEN a FLR LEVEL P006. 42" KNEE WALL Pool PLANT SHELF ABOVE POOS 1'-&" WALL P009 MIRRORED POIO PANTRY W/ 5 SHELVES P011 LINEN W) 5 5HELVE5 P012 22" X 36," ATTIC ACCE55 W/ LIGHT 7 SWITCH P013 1 1/2" X 8" WD. RAILING / 2" PICKET a 5" O.G. P014 GL55LK. (I HRFIRE RATED WHERE REQUIRED) 1-015 HEADER ABOVE POI6 6O SQ.IN. VENT a GARAGE DOOR a FLRLEVEL Pon CABINET ABOVE P018 5'CEILING P019 TEMPER. GLA55 BO01 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECE55 SHOWER W/ CER TILE WALL B006 KNEE SPACE 5001 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(6 DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT EOO6 WHIRLPOOL PUMP E001 CENTRAL VACUMN EO08 AIR HANDLER UNIT $001 BRN'G WALL WD. STUDS a 12" OZ. 5002 BRN'G WALL WD. STUDS a 16" OC. F L SCALE: e4➢1r4 LEFT ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q W > LAW te L3. tW W p U Z O ]C O � J m r P Ib LV O J Q a O J SGG.L_E: PERMIT/CONSTRUCTION DRAWING JUDO 9i19Ju a m LEFT El,ECTF;;�IC,41_ FL �1 V ELECTPfCAL PANEL NO PR P OLE KW DESCRIPTION WIRE NO POL TRIP KW DESCRIPTION WIRE 1 3 2/60 10.0 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. .5 6 e 2/50 12.0 RANGE '6 l _ 9 2/20 20 D15H WASHER/D 15POSAL -12 10 12 2/30 5.0 DRYER -10 II 1/20 10 REFRIGERATOR -12 13 1/20 15 MICROWAVE (OPT.) •12 14 16 2/25 45 HOTWATER HEATER "I® 15 1/20 15 WASHER '12 Il 1/20 15 SMALL APPLIANCES (GFI) •12 IB 1/15 05 INTERCOM OUTLET (OPT.) 012 15 1120 15 SMALL APPLIANCES '12 20 1/20 15 SMALL APPLIANCES -12 21 1/15 4.5 GENERAL LIGHTING •14 22 1/15 GENERAL LIGHTING (GFI) •14 23 24 1/15 GENERAL LIGHTING •14 25 26 21 28 29 30 31 32 33 1/20 12 FAN OUTLETS -12 34 35 1/20 1.0 GARAGE DOOR OPENER -12 36 1/20 BATHROOM REC. •12 31 SMALL APPLIANCES (GFI) 36 1/20 SMOKE DETECT. A BATHRM. LIGHT •12_ 35 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 25-1 KW. TOTAL CONNECTED LOAD: 49.2 KW SUBTOTAL -335 K.W. LOAD CALCULATION A/C 100 % 10.0 KW5 FIRST 10 KW5. 6 100% 100 KW5 REMAINDER o 40 0 11C' KW5 TOTAL 31b KW5 31.6 KW5 X 1000 132 AMPS 240 PROVIDE: 150 AMP5.5ERVICE GENERAL LIGHTING CALCULATION 1486 SQ.FT. X 3 WTS/50FT. 4.5 KW5 1000 3-1/0 IN I I/ 1.4Ti 2-5/8 GROL ROD CO. ELECTRICAL RISER DIAGRAM (N.T.B.) ELECTRICAL LEGEND SURFACE MOUNTED LIGHT lmwJ-- BREAKER PANEL I¢- WALL MOUNTED LIGHT LJJ ELECTRIC METER ® RECESSED HIGH HAT �.I MAIN DISCONNECT PANEL FO, �-1 DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE °- SURFACE MOUNTED FLUORESCENT FIXTUPE Ir TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE O TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION j� QO 1 7 E 1 INTERCOM jj FLOOD LICHT OO JUNCTION BOX SECURITY SYSTEM EXHAUST FAN DH CHIMES �$ TRACK LIGHTING FIXTURE O THERMOSTAT V+ SWITCH QO TIMER RELAY {A 3 WAY SWITCH SMOKE DETECTOR 0 i4' 4 WAY SWITCH ` GARAGE DOOR OPENER 44- DIMMER SWITCH �- -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 69` TIME SWITCH 44j WEATHER PROOF SWITCH OUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE � DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE �� WEATHER PROOF RECEPTACLE ® ?20-VOLT RECEPTACLE �h 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 DRYERS SHALL BE WIRED WITH 4 WIRE CORD5 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 F L 4 I ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q ro W ice O W (0n p Z O` 1 U O J 03 Lm V iV r` 0, W a 0 J a A e- O O lJ J a n in r; 0• 0. 10 00 CH it In LU O S a m M m 0 Ja LL Z 0 s coO h N K WX� W QZ J m 0 it a a SCALE: 1/4 " = 1' - m" PERMIT/CONSTRUCTION DRAWING a SEEGT(-4-" SGAL_E3: 6PANI5H '5' TILE ROOF W1 5:12 PITCH TYP. N w Minim FEW n � 1/2"X 5" RA51ED 5MOOTN 1/2"X 6" RA51ED SMOOTH STUCCO BANDS TYP. 5TUCC0 BANDS TYP. i=fi�ONT ELE\/-4T ION STUCCO BANDS TYP. LD 10 1/4"_1,_ i i TOP OF BM.. 9'-4" --------------------------------------------------------------------------------------� 2"X 5" R05 CEDA WOOD FA5CIA TYP It i FIN. FLR. --- TEXTURED 5TUCCO FIN. TYP. iz I G; �--4 T S I DE—= 5G-4 LE: ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q fQ L W O �LL. d N W � r. O U Q �U � � Z J N O Y V � m izE 4 iz E=LE=—\/.4TION I I I I I 1 I I I S�GTIOI�I �-� SG 4LE: F; =,If =—,4}z ELE\./.4T I ON 5GALE: 1/4 " e 1' - m" TEXTURED STUCCO FIN._/ TYP. FiZONT 5GALE: ' 6" RASIED SMOOTH I/2"X 5" RA51ED SMOOTH STUCCO 5AND5 TYP. STUCCO B4ND5 TYP. ELE\./,4TION i ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q W a' � U. L]. W w 0 U Q Z t! H ]C V F- O 0 m :i O U ZQ j in n 0 V U d CA LEFT SlE-,)E SG.-aLE: STUCCO BANDS TT P. ELE\,/,4TION I; 4 . I' _ m�. �JUN 0 91999 PERMIT/CONSTRUCTION DRAWING Aiiiiimiiii4R TOP OF 15NI. + V4 r]i - - - - t - - - - - - - - - - - - - - - - - - - T LA I I III S V 4UL• rD.. CL' ' I AII -}• I 1 I I I I II 8 I 1 1 1 1 I I 1 I I O TFRL 64EHS �L�12 " O. . MA SP' yIN ryY TRU 1,e I I II 1 I I • 1 I I ♦♦ ,' � I III -- > III _ __. ____ _� I I 1 IT` L-• --'- I 1 1 F- I ' I I I I' 1 I H I I 1 4 °'4 CL'5 ________________- I 1' =0" -L- I --------�f- GIR R J ' 11 Ij 1 I II II III I ill I r--------_J I I 1, I I 1, III I, I I n ,iIi II II I I IL___ ____ ------ ] , I.\ I I ___ ____ LF II II --- II I I I 1 n I4 I 1 1 I iIi I I • •I I I I I I I _____ ___r______----- I I I I I I I ,I 1 I .III I I I I t I I I I I I I I I I )L L-____J �- ____ _ __L________ __ I I _ _ _ _ __ -I I 5ES •✓9 4" O G. I" i X 5 A I Ca B TFRLIS& I I III III I I I 1 I 1 I I I I III I I III I I I I L , I I I 1 I I 111 1 I I II I I I I I I 00 TR SSE X l 1 5P GIN BY TRU 5 I I TOP OF BM. + V4 6" X 22" 5CR4 5OFFIT VENT TYP. F;�00F F iz79Al"1 I NCB FLAN SC.1L_E: 1/4- " = 1' - +a" BEAMS SCHEDULE NO SIZE TOP MID BOT REMARKS LENGTH ACTUAL LOAD UNFILLED LOAD FILLED LOAD TBI a" x 16" 1 05 1.5 DOUBLE SEE TYP. WALL 5ECTION U-BLOCK OU-BLOCK all x e" L• 5 1'-6" 1500" 1550" 2887" eorT. • e'-411 nrF. OU-BLOCK all X 16" I • 5 I • 5 70P 6'-6" 800" 1565" 3260" CONC. LINTEL BOTi. 3 5" X 24" 1.5 1 ' S U-BLOCK TOP 4'-6" 500" 1860" 48150 CONC. LINTEL BOTT. ,( `t a" X 16" 1 • 5 1 • 5 U-BLOCK TOP 4'-6" 500" 1860" 4815" CONC. LINTEL BOTT. 5 8" x 16" 1.5 1 ' 5 U-BLOCK TOP 6'-6" 1500" 1565" 3260" CONC. LINTEL BOTT. U-BLOCK TOP 6 a" X 16" 1.5 1.5 CONC. LINTEL BOTT. 11'-4" Woo 351" 911" U-BLOCK TOP O a" X 16" 1 • 5 1 " 5 CONC. LINTEL BOTT. 10'-6" 500" 1122" 2114" 8 a" X 16" 1 " 5 1 • 5 U-BLOCK TOP 5'-4" 1500" 1025" 1141" CONC. LINTEL BOTT. DOUBLE U-BLOCK O 8" X 24" 1-5 I " 5 I • 5 CONC. LINTEL BOTT, 45000 NR 50000 DOUBLE U-BLOCK I� 6" X 36 1-5 1 " 5 1 " 5 CONC. LINTEL BOTT. 11'-4" 1100" NR 1000" 15 v • 12" OC, I. LINTELS TO BE CAST-CRETE HIGH -STRENGTH PRECAST 4 PRE -STRESSED U LINTELS I I r eRG. � HU-15LOCK PRECAST GONG LINTEL BEAM TX17ES (!-)THRU (8 DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPE5 Q DOUBLE U-BLOCK PRECAST FILLED +6-4" GONC. LINTEL BEAM TYPE5 I0 ENG, AND APPROVED WOOD TRU55'6 SEE TYP. WALL 5ECTRION FOR ACTUAL PEEL AND OVERHANG CONDITIONS (5Tid11-mwxo GA. GALV. METAL STRAP FASTEN TO TRU55 W/( NLlyalbd NAILS, ADJUST STRAP LENGTP AS REOD. FOR NAILS m 3" O/C TYPICAL. I' I CONC, BEAM A I )CONNECTION [DETAIL TOP OF BM. + 9'4 I I I r_I L__ ____ =_J I LJ I I Fl_ I I I (Di_ ____ _____ ____ ____ ____ z- tB4 I CL'C�J I I I I I I I I I I I I I I L I I I I I W OC;) TRUE I 61=-15 I �4' O.0 A I I I it l J ' I II I ------------- O1 _____- I ' I I I __J r._J Lam_ I I I �1 I I II I I V I I II -- - - -- - - -J r -- - i ii ii -- - I II II II II `, 1 I i LI i CJJ LU km I I II I I ,I III I I II III. n ,, I I Ii n ,I I I � L � L__ __J L_ _ _P I I ' L____ ____.--_-_-_ 1 L I 1'4 L I(3Mill ----------- ---JI I ,-' I I I I I I _____ L_____._ -___ ________4 1 iIi. I I I I I I I I I I I I -u Y___________J___________J_" ---------------- W OD RUS 3E5 2 O ��X S 'AC It, Cs B - TR 5 O. 11 II iIi I I' II I I I I III I I I I I I I I I I I I I I I I III I I Il I TRU 5ES a 24 O.G 4Ca Y TFPJ55 O. X 22" 5CR14 SOFFIT VENT TYP I I L I ~ I 1 S'4 — IC '8 CLICK ------------ MW�� r� I I I I I I I , I I I I I I I L--jL- GI ER r----- , -©1 --- 3 �' >I I I � � Di V \7 "\ -/L\ TOP OF BM. + 9'4 I F�'L AN PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Q W O I U. tII� ■11 N : W W 0 Ii U O LLJ 2 #0 O ]G O O J co KE"r NOTES 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 120 SQ.IN. BLK. VENT W/ SCREEN • FLR LEVEL P006 42" KNEE WALL POOL PLANT 514ELF ABOVE P005 T'-6" WALL P009 MIRRORED POIO PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 1 SWITCH P013 1 1/2" X 8" WD. RAILING 1 2" PICKET 1 5" O.C. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN. VENT a GARAGE DOOR m FLRLEVEL POII CABINET ABOVE P01B W CEILING P015 TEMPER GLASS 5001 RECE55 MEDICINE CABINET B002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE 5140WER PAN 5005 RECESS SHOWER W/ GER. TILE WALL 15006 KNEE SPACE 15001 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 DISHWASHER E001 ELECTRICAL PANEL E002 / ELECTRIC METER E0031 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUI"IP E001 CENTRAL VACUMN E005 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS • 12" O.G. 5002 BRN'G WALL WA. STUDS o ib" O.G. DOO1zS 15G+-4EDULE SIZE OPENING T Gi •REMARK A 2-206 HG ® 2&r6O HG © 2106a HG 2868 SG E 20coa MTL W/ AUTOGLO5ER5 O3068 HG O 3068 MTL I --I I Ifo68 BF SWING BIFOLp 1 20ro8 E3F ® 2668 E5F L 30'aO E3F 4068 BF O50ro8 BF O rry068 BF Ifo010 OvERHEAp GARAGE POOR ® a0-10 OVERHE.Ap GARAGE POOR 50roa BP MIRR. 5 2-2060 MTL FRENCH I LITE UJINDOI.US�SC�D SGI--4EDULE SIZE OPENING T G] REMARK 1Q 246H EGRESS O3 2FiSH ® 34SH EGRESS 0 3n✓SH © 3&SH O 1/2335" ® 1/235SH O 1/2365H ® 304m HR ® 4040 HR EGRESS 4030 HR ® 5068 SGp © 6080 SGp 0 am8m sGp ® 9080 SGp © 12080 SGp OI 16080 SG PAN. GENERAL NOTES I 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 HOT'WATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOU5 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 IIOV W/ BATTERY BACK UP. MULTIPLE DETECTOR5 SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46i-R2 OF SF.B.C. n'32 EDITION 12. EGRESS 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. AREA CALCULATION LIVING AREA A/C 1683 SQ. FT. I ST FLOOR 1000 SQ. FT. 2 ND FLOOR 683 SQ. FT. GARAGE 406 SQ. FT, COVERED ENTRY 30 SQ. FT. COVERED PATIO l6 SQ. FT. TOTAL AREA 21S5 50. FT. Ik 26'-0" I 4'-4" Il'-4" i 4'-4" I 42" AFF 1 � 1 I RO 3_i34"Xl'1'/4" X 5it-;- RO.151i2" X 9111/2" •�l'/i "xll'�4" 266H - 60805GD W/PAN 60605GD W/PAN I265H ____________ 12'-0" 4" _________-__ 1 I I LIVING ROO I MASTER BRM VAULTED CL'G 1 VAULTED CL'G I 0 I I I I 0 ry m I I II ry I I 2BB0 " DINING ROOM ----- VAULTED GL'G 2' �• 'b GL'G 8', G1.'G '-6" ELEv. + II'-4" 0" 4" 4" 5'-10" 4" I I I �p k F-�'{fi-'P012 I PZ1 i I m I I IJpl P013 I � I 0 "S 60 TIT • -0 3 I --- A/d y psm ma ?' I I CHA5E'1 P 5 �� 2'-8 10' i F9 y n �P0 9 36' 1 = v - I WAL y a M STER BATH -ry 11 10' CL'G/C.T. I B00 B005 9'0 CL'G I 1 Ev. + 51- It-2" 4'7-II" 45'-8" 0 I 1 PO10 t FG. I R • 5" X 30" I /X\ KO � 0 KITCHEN I ^ I VAULTED CL'G KO i I O i0 v_v. 10'-0" K00Fs KOOI I REAKFAST 1 AULTED CL'G �p 355H 35 H 0.54" X 51'%" RO.54" I V 1 1 31_2" I I pri I x COVERED PATIO U 7 I Iq 9'4 CL'G J� 1 BEDROOM #2 1 0 RO.151y" x 911y" 60B0 5GD 1 V4 CL'G 0 n o r 7 4" I 1 BEDROOM #3 - f 1_ V4 CL'G �� �� 11 O " 3' 62, 6, 12 =1 10 3'-0 4 4 3, 4 - 266 BF A � ---- P00AIL 0. . I I III `S;A ep�\ 2668 BF 1 f7 f7 1n I d 0m3 .'�9 _______ P0m2— II �P001 TIt — -- 286811 0 BAT #2 � 9'4 I1 ru 7 ______ P004 k ` E004 E00 n Q' f 7 P004— EV. + 5'- I, I TL. 3080 r W/ FG AB VE I © Ii SIDELITE 14" GLA55 e GARAGE I'O - V4 CL'G/ 1 I1f -_ ___ ______________________________________________ = e E001-�a F lel Jul 19'-0" 16010 O.N. GARAGE DOOR ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: J V ,3O.ZZ W O �" J >L W Z�o W �� ceuu 0 W �1 oC = •U LjJ Z �0 VI � O 0 ]G OO J m 1� E Zb Z �.s r` 00 04 Lv 0 O J N Q a 2 ND FLLoiz fi L,4N SG1ALE1 1/4 " - 1' - m" I ST FLOOF�:,> P L "N 1/4 " 0 V - 1a" PERMIT/CONSTRUCTION DRAWING 0 91999 ELECTRICAL f=ANrmL NO PR P OLE KW DESCRIPTION WIRE NO POL 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 06, T 9 2/20 2.0 DISH WASHER/DISPOSAL 012 10 12 2/30 5.0 DRYER 010 II 1/20 1,0 REFRIGERATOR 012 13 1/20 1,5 MICROWAVE (OPT.) 012 14 16 2/25 45 HOTWATER HEATER •ID 15 1/20 1,5 WASHER 012 Il 1/20 I.5 SMALL APPLIANCES (GFI) 012 18 1/15 0.5 INTERCOM OUTLET (OPT.) 012 19 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 43 GENERAL LIGHTING 014 22 1/15 GENERAL LIGHTING (GFI) 014 23 24 1/15 GENERAL LIGHTING 014 25 26 2-1 28 29 30 31 32 33 1/20 1.2 FAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC, 012 31 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. 4 BATHRM. LIGHT 112 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 2�'S K.W. TOTAL CONNECTED LOAD: 49.0 KW. SUBTOTAL 235 KW, LOAD CALCULATION A/C s, 100 % 100 KWS FIRST 10 KWS. a 100% 10.0 KWS REMAINDER -T 40% 116 KWS TOTAL 31b KWS 31.6 KWS X 1000 - 132 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1441 SQ.FT. X 3 WTS/SQFT. 43 KWS 1000 3-1/0 THWN 'CU. IN 1 1/2" CON. 1 04 THWN CU TO 2-5/8" X 8' LONG GROUND DRIVEN ROD PER N.E.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. is TO FIPL POWER CO. G.W. ELECTRICAL RISER DIAGRAM (N.T.B.) 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 CZ;RIII BREAKER PANEL WALL MOUNTED LIGHT r0l ELECTRIC METER ® RECESSED HIGH HAT 11.J MAIN DISCONNECT PANEL FO1 DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT LJ"" — ROUTED WIRE `)— SURFACE MOUNTED FLUORESCENT FIXTURE r TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION U] FLOOD LIGHT LJ INTERCOM O SECURITY SYSTEM JUNCTION BOX EXHAUST FAN CH CHIMES TRACK LIGHTING FIXTURE O THERMOSTAT bA SWITCH TIMER RELAY aa^ 3 WAY SWITCH SMOKE DETECTOR +" q WAY SWITCH ` GARAGE DOOR OPENER b9F' DIMMER SWITCH -O PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -O PUSH BUTTON -GARAGE DR OPENER §0 -69t TIME SWITCH 443 WEATHER PROOF SWITCH QUADRUPLE% RECEPTACLE A' DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE �>WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 2 NED FLOOi;;,:> ELECTF,:>ICI FPL,4N SC 4LE, 1/4 " - 1' - m" 1 ST FLOOi;;,:> ELECTIC4L f L"N SCALE: 1/4 " - I' - m" PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: V ,0 O Z LLJ g — W ZI%O W �� cduo O uml A W Z O �Y O H ]C U 0 -) J Co S.. om E Zb 41 IIiz U NL � i 1tV rl n to n r� P p, W U a 0 10 €m co i UI r P P Q 10 a w 0 x a M m M m 0 a 0 z O tw` C En ut LJ O O J Z LIJ K pp J no Z Z 0 5 d a w Ln O, C 12 12 F �5 �I TOP OF 6M. 12 I 12 r/l - 4' -0" 1 , n = G.I VINO WOO TRUSSES 0 24" O.G. t- CONC. IBM. SF'AGINrz BY TRUSS cork. eM. - e = BEDROOM 3 I I I II 2"x 8" ROS CEDAR WOOD FASCIA TYP. 1 l 1 SECT I ON 3G,4L-E 5PAN15H 'S' TILE ROOF W/ 5:12 PITCH TYP. a lm 1/2"X Co" RASIED SMOOTH `t lUl IUI IL—jI Iul II�111--111-1 1 000000o 0000000 TUBED STUCCO FIN. TYP. 1/2"X 8" RASIED SMOOTH STUCCO BANDS TYP. Fi;;,='ONT SOLE' DINING 1 I EL.E\/A.TION 1/4 " • I' - 0" 4-74 1/4 " - 11 - go,II m 12 TOP OF BM. 5 Ia I I I I 1 I I I it III 11 III III 11 I11 , , III II 111 111 II 111 III II 111 III II III 1 1 111 II III III II III III II III III II 111 111 11 III III II III J L_____J II IIL____-J L____. II I u___ll------- L------- 11------------ __y I lII 1 --- ----------Ell I I Ell I I 1 1 I I 1 _-_______ ______ __________________ ___ __________� tzE ,4 fiZ SGALE' E L E_ \/,4 T I ON 1/4 I' - 0" 26'-81. ----------------------------� 1 1 TOP OF BM. + 19'- ,'O Lw • O I I �1 II II II O O I I I III I I Aul. I C 1(s II 11 I I I I I I II I II V UL E CL ;I C� I I I I I I II II u •� III I I III WO O T USS S 1D 4" O S AGI C� B TR SS O. I I I I ______ I I 1 u II II I I �I ii Ii it it II I it I � Iit I I 1 I I 3C.4LE: T 'm 4" .C. X -INCz TS.WOOfUS S MA/4UL EDCL 5 I I - -- TOP OF BM+ + IV I I I I I 1 I I I 1 I it I 111 I I I I I I I 1 I I I 1 I I i I 1 I III I I III I I I 1 I 1 I I I I 1 I 1 I 1 I 1 I I I L J P L ,4N I' Gli 1' 711 1�_/Jill -4.. I T - 11 2 ND FLiz. COL_ SGALE 1 fi=>L 4N PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: J _V -� Z _O W 0 F" > � W 2�O W =i gnduu 0 = *u w = �— � J Z _'. O 0 9C U O O J m FOOTING 6CH DUL O 5 16" X THICKENED EDGE GONG. FTC. W/ 2 " 5 CONT. O 8" X 8" THICKENED EDGE CONCRETE FTC. W/ I • 5 CONT. O 36" X 36" X 12" CONCRETE PAD W/ 4. 5 EACH WAY ® 8" X 8" CONCRETE FTG. W/ 1 " 5 CONT. ® X 5 THICKENED EDGE GONG. FTC. W1 W/ 3 • 5 CONT. ® 12" X 20" C FTC. 41 3 • 5 CONT. AND 48 SE • " O.G. 1 • 5 TRANSVERSE O � 12" X 24" C. FTC. 2 • 5 CONT. 16" MIN. BELOW GRADE ® � 42" X 42" GONG FTG. W/ 4 " 5 EACH WAY O BRG. HU-BLOCK PRECAST CONIC LINTEL BEAM T/��p ES Q TI4RU LJ BRG. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES (! DOUBLE U-BLOCK PRECAST FILLED 4�CONC. LINTEL BEAM TYPES 10 COLUMN 6CHDUL O • • B" X I6" GONG. 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 ® 12" O.G. On 3 1/2" X 3 1/2" X 1/4" STL. COL. ® 4" X 4" X 1/4" 5TL. COL. ® , • 8" X 12" X 12" GONG, COL. W/ 6. 5 VERT AND • 3 TIES O 12" O.G. O • " • • 8" X 16" GONG. COL. W/ 4. 5 VERT. AND " 3 TIED • 12" O.C. O 8" X 12" X 12" GONG. COL. W/ 6. 5 VERT AND " 3 TIES A 12" O.G. ® 8" X 12" GONG. BLK. FILLED CELL W/ 2 • -1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8" XI6" BONG. BLK. FILLED CELL • W/ I 5 BAR TIED TO TIED BEAM AND FOOTING • 4'-0" O.G. MAX. BEAme SCHEDULE ACTUAL UNFILLED FILLED NO SIZE TOP MID BOT REMARKS LENGTH LOAD LOAD LOAD TBI a' X 16" 1.5 105 D BLBLE OCK SEE TYP. WALL SECTION O 1-5 U-BLOGK 1' 6 1500" 1550 2881" BOTTU-15L • 5'-4" AFF. 2 a.,X 16" 1.5 1.5 U-BLOCK TOP CONC. LINTEL BOTT. 6'-6 �� 800 " 1565• 3260" O 8" X 16" I • 5 1 ' 5 U-BLOCK TOP CONC. LINTEL BOTT. 1500" 1550" 2881" ®U-BLOCK 8" X 16" I • 5 18 5 TOP CONC. LINTEL BOTT. 4'-6" 1500" 1860• 4815" OU-BLOCK I • I • 5 TOP 6'-6" 1500" 15650 3260" 8" x I6" 5 GONG. LINTEL BOTT. e" X 16" 1 • 5 1 • 5 U-BLOCTOP CONC. LINTEL BOTT. 11'_4" T1000 381" 911" 1�'/) 8" X I6" •5 1,5 I ' 5 TOP GONC. LINTEL BOTT. CONG. LINTEL I0'-6" 500" 1122" 2114" O e" x 38" 1 • 5 1 • 5 I • 5 DOUBLE U-BLOCK GONG. ELK MID CONC. LINTEL BOTT. 8000 1565" 3260" DOUBLE U-BLOCK O 6" X 40' 1 • 5 1 " 5 1 • 5 CONC. BLK MID 1' 6 15000 1550, 2581" CONC. LINTEL BOTT. U-BLOCK I,aDOUBLE 8" X 36 I • 5 1 • 5 1 • 5 CONC. LINTEL BOTT. I-V-4" 11000 NR 1,6000 15 V • 12" OC. I. LINTELS TO BE CAST-CRETE HIGH -STRENGTH PRECAST 4 PRE -STRESSED U LINTELS 2X WOOD STUD BEARING WALL • 16" O.C. " I r- � I® BEARINGS UUAILL FTG. s ISAR. DROP DET14IL TOP OF BM. + II-4' 1 8' X 24" CONC T.B. W/ 2 • 5 TOW 4 2 • 5 MID I 2- 5 BOTT 4- 3 TIES • 12' O.C. r- - - - - -- O I 2 TOE' OF BM.. V-4" O r�------- I x, r------ J .. L---- II O 2 I II I II II II, W000 TRU5�E5 •m 24" O.G. MAX SPAoNG BY TRUS5 GO. II I II II II __ i I I I II I I I i i \` \ __J L_______ ------------ ----- �: `• \`_ I GIRDER • ® II II ^ ` I 1 ` ` I y I� ` ---------------------------------------------- ' ` 1 I � I 1 I I W R E g 4" O.G. P'IAX _I ' SP IN B TRU65 GO. "'•^ >i C '•C , r J' . • I I I I 1 I I I 1 1 - 0 ' I I I I 1 I I " I I I I .'. 8" X 24' GONG TB W/ 2 • 5 TOP • 2 • 5 MID I I 2.5 BOTT. • • 3 TIES a 12 0C. 1 TOP OF BM..II'-4" � I 1 I 1 TOP OF BM .'3'-4" 2 ND FLOOiz Fl"f INCi; SG.4L E: PL ,4N 1/-4 " - V - m " �, FOUNED,4T I ON PL 4N PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Mai • 3 O LLJ >LLI W .�O W I cdUQ O = .UW F-. � J Z 40 y. Y O ]L F- O 0 m a r m r- r U C P .w o Ln J W ^, 'O V ro a y � O• P Q 10 a 'O Ln �V O c a M Etc M 'A U o Un 01) g h um V F-- r- O O J w P_ Z z c3 ZQ J m Ln Iv C4 O 16" X THICKENED EDGE CONC. FTC. W/ 2 • 5 CONT. 5 O T x 8" THICKENED EDGE CONCRETE FTC.. W/ I • 5 CONT. ® 36" X 36" X 12" CONCRETE PAD W/ 4. 5 EACH WAY ® r-� 8" X 8" CONCRETE FIG. W/ 1 " 5 CONT. O W1 X 20" THICKENED EDGE GONG FTC W/ . 3 • 5 CONT. © 12" X 20" GONG. FTC. W1 3 • 5 CONT. AND 1 • 5 TRANSVERSE m 48" O.G. O 12" X 24" CONIC. FTC. W/ 2 • 5 CONT. 16" MIN. BELOW GRADE ® 42" X 42" CONIC. FTC. W/ 4 • 5 EACH WAY O BRIG. HU-15LOCK. PRECAST CONC LINTEL BEAM T/aYYplES QTHRU V BRG. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES Q •9'4" DOUBLE U-BLOCK PRECAST FILLED .6'-4" GONG. LINTEL BEAM TYPES 10 of UUMN SC1—I ®UI� O • • 8" X 16" CONIC. BLK FILLED CELL W/ 2 • 5 BAR TIED TO TIED BEAM AND FOOTING. O • . • • a" X 12" GONG. COL. W/ 4 • 5 VERT. AN • 3 TIED a 12" O.G. ® a 3 1/2" X 3 1/2" X 1/4" STL. COL. ® 4" X 4" X 1/4" STL COL. O a" X 12" X 12" CONIC. COL. W/ 6" 5 VERT AND • 3 TIES 9 12" O.G. ® . • • • 8" X 16" GONG. COL. W/ 4. 5 VERT. AND • 3 TIED d 12" O.C. O B" X 12" X 12" GONG. COL. W/ Fi• 5 VERT AND • 3 TIES , 12" O.C. 8" x 1CONIC. BLK. FILLED CELL W/ 2 11 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8" x16" CONIC. BLK. FILLED CELL • W/ i 5 BAR TIED TO TIED BEAM AND FOOTING o 4'-0" O.G. MAX. 2X WOOD 5TUD BEARING WALL G 16" O.C. 20" 10 BEARING; UJALL r-Tr;;. CHAR. DROP DETAIL 15SAMS SCHEDULE D NO SIZE TOP MID BOT REMARKS LENGTH LOAD LOAD LOAD TBI B" x I6" I • 5 I • 5 D B BLK SEE TYP. WALL SECTION I B" x 8" 1-5 U-BLOCK 1'-6" 15000 1550• 288�" BOTT. • B'-4 AFF. O " • 5 I • 5 U-15Gi TOP 6'-6" 800" 1565• 3260" aK X 16" I GONG N7 BOTT. 3 1.5 1.5 U-BLOCK TOP ' 6" 10000 15500 288-10 all x 16" CONC. LINTEL BOTT. B" X 16" 1 • 5 1 • 5 U-BLOCK TOP CONC. LINTEL BOTT. 4'-6" 5000 1860• 4SI5" Ou-BLocK I • 5 I • 5 TOP 1500• 1860• 4815" all X 16" CONC. LINTEL BOTT. 6 a" X 16" I.5 1.5 U-BLOCK TOP CONC. LINTEL BOTT. IT-4" 900" 38�• 911" Ou-BLOCK B" X 16" I • 5 1 • 5 TOP CONC. LINTEL BOTT. 10 -6" I1000 1122" 21140 ®U-BLOCK 8" X 24" 1 • 5 1 • 5 1 • 5 TOP CONC. LINTEL BOTT. 9'-4" I1000 10250 I141" DOUBLE U-BLOCK O B" X 24" 1 • 5 I • 5 1 " 5 CONG, LINTEL BOTT. l'_6" 45000 NR 5000" 15 V • IY O.O. U-BLOCK 11�DOUBLE B"X 36 1 • 5 1 • 5 1 • 5 CONC. LINTEL BOTT. 101_6" I1000 11220 2114• I. LINTEL5 TO BE CAST-CRETE NIGH -STRENGTH PRECAST i PRE -STRESSED U LINTELS TOP OF BM. • 9'-4" �- --� r--------------- JL---------------- i I I GIRDER -----I I I I I I O I 1 I I I 1 I I I I I I I I I I I I 0 O I I I I TOP OF BM. + 20'-6" I I I - I I I I I I rjZI 1. CONC, LINTEL BOTT. a 5'-0 I I I I I I I II I I 11 I I I I I I I I II II II II II II If l I 1 1 GIRDER I I �__--1 1 1 � ( Li 11 11 tl 1 I 1 I I I I I 11 I 11 I I 11 II II 11 L__________JI I I I I I I f__________TI II 11 I I I I i I It 11 II II IL I I I I 11 ii I I II II II II II II II II I I I I I I 1 I I I I I I I 1 1 I I II II I I I I I I I I I II I I I ------------ I I II I t II I I J I I UJOOr:> TRUSSES M 1124" O.G. MAX I I SPACING, t{Y TRUSS CO. I L------- II I I II 1 I J I I I I I I t l I I I I I I I I 1 1 I I I I I I I I I I I I I I I 1 1 1 1 I I 1 I —O - GIRDER 1 1 t 11 2 I � I I I I I I I I I I I I ) I I I I t i J I I 1 I I I I I I I I 1 1 1 I I I I 1 1 I I I I 1 1 IL------- r i 2 ND FLOOFz Fi;;P,,41"1 INCH SCALE: a M E c , rrr�:,vl r -31, .. .. ___ —If,EI _______ _______cam _____ n - .. — n -1-_ -1- -1. r------------------- --------1- , l2 01 \� i fll I l 1 2'-2I 8'_ 1" 2'_2" I O r__ O L To FIT 11 I I I l i fIl -I- --- 1_-- - - J ----------- — ---- ' I I 1 `-------' q� ` I- 1 T l f-� I I i = r 1 11, 1 1 1 THE SLAB ON GRADE SNALL BE MINIMUN 1 4" THICK WIT" 6X6 10/10 W M. PLACE AT I l l THE CENTER OF SLAB WITH MINIMUM 30" I I WIDE 2ND LAYER AT THE MONOLITHIC 1 1 FOOTERS OVER WELL GOMPAGTED GLEAN I i- FILL TO MIN. 95% PROCTORS DENSITY I ' IIl �l) I SOILS AND WITH VAPOR BARRIER. THE 1 501L ARE TO BE TREATED FOR TERMITES ' BEFORE PLACING VAPOR BARRIER. � 'II I I I n 1 In T 1 FINISHED FLOOR ELEVATION TO BE 18" MINIMUM l I ABOVE TOP GROWN OF ROAD 1 I Ih I i i I 1 T I C'I n Ixi L" I 1h 1 I L - --- ----- -1 ' I I ri 1 2" 2�� , I— l I I I l 1 1 501L BEARING CAPACITY FOR THIS DWELLING UNIT TO BE 2500 P.SF. MINIMUM AS PER , I I_ I I n l e ENGINEERING TESTED. t I Ill /I`�� i+l I I I ALL COLUMNS TO BE 1 I EXCEPT WHERE NOTED O 1 1 1 I ('L� 4 I I � 'l 1 m 1 1 r------------- --- -------;- n 1 1 1 1 I I 1 1 I 1 r---------------- I ' I - T " 1 ; ((1_ I n_ l I l 1 3 , i J 'F n O ��> J 1 l T L 1 --L1--- I ---------� `9 1 �i it _I I I __, I'-I0'1 T , 1 6il 2' QJ' (� lj T - -------,1 ---- i ===n --;� - _ 'n 1 • ' 1 .i 1 ---- _-___--r I _ ____� I 1. - I�.. L_ 1 10'-0" 2'-0" 14'-0" 26'-0" FOUND 4T I ON m 2 It �L4N 1/4 = V - m" PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: �oL� O W .� ~ >'%4% W O W �� W tie m W 0j w W �jZ H v0 O Y U I— O O m a n In KEY NOTE5 PDDI CLOSET W/ VINYL VENTILATED WIRE SHELF 1-002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. ELK VENT W/ SCREEN a FLR- LEVEL P006 42" KNEE WALL PDOI PLANT SHELF ABOVE PDDB l'-&" WALL P005 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 8" WD. RAILING 4 2" PICKET a 5" OC. P014 GLSELK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT a GARAGE DOOR s FLRLEVEL PDII CABINET ABOVE P018 8' CEILING P015 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 13003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 13006 KNEE SPACE 5001 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 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT ED06 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 6001 ERN'G WALL WD. STUDS a 12" OC. 5002 BRN'G WALL WD. STUDS a 16" O.C. CsENERAL 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. S. 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. 11. ALL WATER CLOSETS, LAVATORY, 5HOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.13G. n`52 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND S.1 SQFT. 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. 15T FLOOR 10W SQ. FT. 2 ND FLOOR 461 50. FT. GARAGE 254 5Q. FT. COVERED ENTRY 61 5Q. FT. COVERED PATIO 90 5Q. FT. TOTAL AREA 1955 5Q. FT. 1 0 A � � I I I I I I 1 I i I 1 I I I I 1 I I I I I I I I I I I I I I I I 42" LOW WALL 5002 = I I I D 4" 3' 8" 4, 3,_4 - m11 F _-- �II I� 011t I P0BATH #2I 9'4 CL'G/C DN _ — 6 _8 4" 3 4'_8"— — — _ N P001 ©B- F� 1»`0 I`� 1 _ _ 5D6B BF 42"KNEE WALL `I __ �i AiA GHA5E- 0 �\ I I I I O © BEDROOM tt2 LOFT/BRM #3 iv I 1 9'4 CL'G N V4 CL'G I I I I I 13' _ O" 4" 12'-0" 1 I 345W EGRESS 5002 345H EGRE55 �p I RO.54" X I RO.54" X 63'h" I � 1 I I I 1 26'-0" A 2 NIA FLLOI� SG.4LE: F'L �N 1/4 " = V - m" 0 A I - I 1 I E003 RO•l54x 63" I 2-255H EGRE55 K1 -' ' OIF-11 In n OVERED PATIO �oz f11 �9'4 CL'G 1 m 2'_ RO.99'�0" X 91'!i' Ij Irp 5050 SGD - ❑ MASTER BRM 9.4-10'87 O 06 in '1 1 I I 1 L VING ROOM I STORY CL'G 21- I I� " \ 4"IT V I \` \ 1 16" PC T SHELF fIBOTT. a 9'-4" TOP 11'-4" 0' �. \ �-P C Oil W I I PO I� I - � � I I tA I — I ' I B 4- I - m m __- 1 _ ,n I �� 4 CL'G/GT r PC O_9 ' DINING ROOM n (p 2 STORY CL'G 11 I _ m 16" f-C T SHELF_POII BL E4—BOTT. a 9'-4" / 0 � TOP 6 II'-4' c) _ 4'- 2'-IL, 2 4" — - ______ ____ _ _______ ____ _______ �i 'I LINE OF D FPamABOVE PC -' - PO R --- ----- -`L----- ----- -- - -----------atcvs---------- Ir n r RI E 5 l 5" AGH 5,4 CL'G UP- - D01 �006 f_I I m I rO -E2 ' _ffm —`I K002 O 01� K TCHE 00 1l fn[m '4 CL'G -l1 K003 P002 P004 8CL I1 9 I II , P010 V2F6 P004 _ A" EA�9�� 9'4 L'G - Ol •IlII R 35H •54"X63" 25 —( EOO2 n I I 1 — E001 I P013 L P016"5010 a„ 4,_ ON. DOOR a, I I 1 26'-0" A 1 ST FLOOfiz SCALE: fi L ,L�N 1/4 " = V - m" PERMIT/CONSTRUCTION DRAWING ISSUE DATE; SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Z O O W_� >``� �. ice WM ce W �, 0 0 W Wce m _ ♦m H Z 4-0 NY O 0 ]C O � J 0p rr 0. Im C3 O J N Q a E Q) cb V wvw iV Ir O 0 J w ZW K z z 0 m 0 V pz J m V U C i NO POLE TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE I 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 T 9 2/20 2.0 DISH WA5HER/DI6POSAL 012 10 12 2/30 5.0 DRYER 010 II 1/20 10 REFRIGERATOR 012 13 1/20 15 MICROWAvE (OPT.) 012 14 16 2/25 4.5 HOTWATER HEATER 010 15 1/20 15 WASHER 012 1'1 1/20 15 SMALL APPLIANCES (GFI) "12 IS 1/15 05 INTERCOM OUTLET IOPT.) 012 10 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 43 GENERAL LIGHTING 014 22 1/I5 GENERAL LIGHTING (GFI) "14 23 24 1/15 GENERAL LIGHTING 014 25 26 2, 28 2 330 31 32 33 1/20 1.2 FAN OUTLETS 012 34 35 1/20 I.O GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. 012 31 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. 4 BATHRM. LIGHT 012 35 SPARE 40 SPARE 41 SPARE 42 SPARE i SUBTOTAL 25.5 K.W. TOTAL CONNECTED LOAD: 44.0 K.W. SUBTOTAL 235 K.W. LOAD CALCULATION A/C 0 imm o _ 10.0 KW5 FIR5T 10 KW5. 51 100 o — 10.0 KW5 REMAINDER to 40% 11.6 KW5 TOTAL 3Uo KW5 31.6 KW5 X 1000 - 132 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1441 50.FT. X 3 WT5/6QFT. 43 KW5 1000 3-1/0 THWN CU. IN 1 1/2" CON. 1 04 THWN CU TO 2-5/a" 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. TO FPL POWER CO. G.W. ELECTRICAL RISER DIASRAM (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 LIGHT0 BREAKER PANEL WALL MOUNTED LIGHT 1 v I ELECTRIC METER ® RECESSED HIGH HAT 0-1 MAIN DISCONNECT PANEL rO, o-1 DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT — — ROUTED WIRE SURFACE MOUNTED FLUORESCENT FIXTURE RECESSECED FLUORESCENT FIXTURE TELEPHONE JACK TELEVISION JACK 0 O HEAT LAMP/ EXHAUST FAN COMBINATION 1�I INTERCOM FLOOD LIGHT O SECURITY SYSTEM JUNCTION BOX EXHAUST FAN DH CHIMES VN TRACK LIGHTING FIXTURE O THERMOSTAT YR SWITCH TIMER RELAY 3 WAY SWITCH SMOKE DETECTOR 4 WAY SWITCH GARAGE DOOR OPENER yg- DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -Ol PUSH BUTTON -GARAGE DR OPENER 00 1&4- TIME SWITCH 44j WEATHER PROOF SWITCH DUADRUPLEX RECEPTACLE B' DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 1101120 SWITCH ACTIVATED RECEPTACLE �> WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 2 NED FLOOiD ELECTizICl4 �L.4N 1/4 " - P - m" 1 ST FLOOF;� ELECTFP, IC"L SG.4LE: fi L ,4 N 1/4 " = I' - m" ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: ci cl Z O W >'� a w . O WM �� W �00 W 6) _ Uj Z to O Y lJ O 0 , Lm n o• 00 04 O 0 J N o. O J W 72 P_ z z Q M 4"" a rn Ln n U of 10 on .0 00 ry n r; 0• O• 0 w z 0 x a M m ra 0 O z 0 m N K zz J m nx� 0 U Ln C4 a LV SCALE: PERMIT/CONSTRUCTION DRAWING I•, 144TECP Ca'G BEAMS SCHEDULE ACTUAL UNFILLED FILL90 NO BITE TOP MID BOT REMARKS LENGTH LOAD LOAD LOAD T51 B" x 16" 1.5 1 •5 DOUBLE SEE TYP. WALL 5ECTION U-BLOCK OU-BLOCK 1-5 1'-6" 1500• 1550• 2881• 8" x B' BOTT, • B'-4' AFF. 2 8" x 161, I.5 I.5 U-BLOCK TOP CONC. LINTEL BOTT. WOO 1565• 3260• 3 16" 1.5 1.5 U-BLOCK TOP l'-6" 10000 15500 2B810 B" X CONC. LINTEL BOTT. ® 1-5 U-BLOCK TOP 4'-6" 500 1860" 4BI5• 8" x 16" 1-5 CONC. LINTEL BOTT. O • 5 I • 5 TOP 4'-6" 15000 IB60" 48I50 B" X 16" I LONG. LINTEL BOTT. CONC. LI 6 e" X 16" 1.5 1 •5 U-BLOCK TOP GONG. LINTEL BOTT. l'-4" 1300• 3610 9110 U-BLOCTOP O 8" X W' 1-5 I • 5 LONG LINTEL BOTT. 10'-6" I100• 1122" 2114" 8 16" 1 • 5 I • 5 U-BLOCK TOP 9'-4" I100" 10250 11410 8" X CONC. LINTEL BOTT. DOUBLE U-BLOCK 1.5 1 • 5 1 • 5 CONC. LINTEL BOTT. 1'_6" 45000 NR 50000 15 v"12"OG. DOUBLE U-BLOCK 1-5 1 • 5 1-5 1 CONC. LINTEL BOTT, 10'-6" I100• 1122• 2114• I. LINTEL5 TO BE GA5T-CRETE HIGH-5TRENGTH PREGA BRG. U-BLOCK • PRECAST CONC LINTEL BEAM T/��p� E5 Q2 THRU LJ DOUBLE ------i i U-BLOCK PRECAST FILLED HGONG. LINTEL I I • BEAM TYPES QQ I I 1 I _ I I 1 1 a c '_ ----3 1 DOUBLE I 1 1 1 U-BLOCK li - I I I 1 PRECAST FILLED I I 6 4 GONG. LINTEL I 1 BEAM TYPES 10 11,1111 _ I I Iq FDEr` 11 11 1-1-- ---- ---------- ----- ---- ---------I----- ------Tt------------AII ------------------ ___ ___ ________�L____ ____ _____-----N I I II I I II I I I I LI I 1 G CCL'C� III ih _J I�I I I I I I I I I ER I 1 1 li �� III L -2XI2 mm SPAGINrs E4i TRU55 C�+f r'L91 A 'I I 1 (� 9ZOC)F E=iz.41-1 INCH 8C.4LE: i 2X12 9''4 CL'C3 ONE i>L. ,4N 1/4 " - 1' - 0" a E S CTI( IN SG,4LE: FRF14 fz ELE\//44TION SCALE: 1/4 " - 1' - m" — 14 1/-4 P — m " TOP OF EiM. I I I I I 1/2"X56'� RASIED 2 ND. FLR i 11-10OTP 5 TYP. TOP OF EM I I FIN. FLR. 1/2"X&" RASIED SMOOTH STUCCO BANDS TYP. F=iZONT 5CALE: SPAN15H '5' TILE ROOF W/ 5:12 PITCH TYP. 1� I I III II II 1111 II II I I 2"x 8" R05 CEDAR WOOD FASCIA TYP. I I TEXTURED STUCCO FIN. 1 TYP. 1/2"X6" FPA51ED i STUCCO BAN 1/2"X5" RASIED SMOOTH STUCCO BANDS TY-P. ELEv,4TION PERMIT/CONSTRUCTION DRAWING I ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 i I JOB NO: Opp II Ice II � D IIII O' W � I W �0 } WW i 00 cduu 0 W ow _ .O L n O I i II 'l U r U m 1 FOLlN[:�)T I ON SG 4L E_: LEFT f=L,4N 1/4 " = 1' - m" COLUMN SCHEDULE O • • 8" X 16" GONG. ELK 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" O.C. O� 3 I/2" X 3 I/2" X I/4" STL. COL. ® In 4" X 4" X I/4" STL. COL. O 8" X 12" X 12" GONG. COL. W/ 6. 5 VERT AND • 3 TIES m 12" O.G. ® . • • • 8" X 16" GONG. COL. W/ 4. 5 VERT. AND • 3 TIED m 12" O.C. O ' ' 8" X 12" X 12" CONIC. COL. W/ 6. 5 VERT AND • 3 TIES m 12" O.G. Ga 8" X 12" CONC. BLK FILLED CELL W/ 2 • T BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ BLK FILLED CELL 8" XI6" AR TIED • W/ I 5 BAR TIED TO TIED BEAM AND FOOTING m 4'-0" O.G. MAX. POOTING SCHEDULE O 5 I6" X THICKENED EDGE CONC. FTC. 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 X 5 THICKENED EDGE CONC. FTG. W/ 3 • GOUT. W1 5 ® 12" X 20" GONG. FTC. 3 • 5 CONT. AND I • 5 TRANSVERSE m 48" O.C. O � 12" X 24" GONG. FTG. W/ 2 • 5 CONT. 16" MIN. BELOW GRADE ® � 42" X 42" CONIC. FTC. W/ 4 • 5 EACH WAY O 2X WOOD STUD ARING WALL m I6" 0 . 20" © ARING LU4LL FT a 54R. DROP DST41L RlaHT 1/4 SGAL_�: ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W Ira O `W s AA W W N c W w p p Uffl *U � � Z c¢n O U OO J m 01 C a in O a 1XX ItI J Q 10 i 10 00 N n a Q10 o n w Z 6 � d � E M M 0 a V o d o � V o J s3 Z K W X C � J Z 6] Z Q 932 li Ln U C 19PI KAMAlm�L I H PERMIT/CONSTRUCTION DRAWING RO.21'14 t'.355H F L O O , 355H L.Sr-T FL �N GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALC5. 2. PROVIDE 120 5O.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 S. ALL BATHROOM FIXTURE OUTLETS TO BE 50" 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. It. ALL WATER CLOSETS, LAVATORY, SHOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.B.C. 1982 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR AREA CALCULATION LIVING AREA A/C 1530 5Q. FT. GARAGE 230 5Q. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF IS05 SQ. FT. KEY NOTE& PO01 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 60 50.IN. 15LK VENT W/ 5CREEN a FLR LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE F-008 l'-6" WALL P005 MIRRORED P010 PANTRY W/ 5 SHELVES PO11 LINEN W/ 5 SHELVES P012 22" X Be," ATTIC ACCESS W/ LIGHT 1 SWITCH P013 1 1/2" X e" WD. RAILING a 2" PICKET a 5" O.G. P014 GL5.BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 50.IN. VENT a GARAGE DOOR a FLRLEVEL P011 CABINET ABOVE P018 8' CEILING POIS TEMPER GLASS 13001 RECE55 MEDICINE CABINET 5002 MARBLE SHELF E5003 CULTURE MARBLE ROMAN TUB 13004 CULTURE MARBLE SHOWER PAN 15005 RECE55 SHOWER W/ CER. TILE WALL B006 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 K006 DISWWA514ER E00I ELECTRICAL PANEL E002 ELECTRIC METER 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 BRIG WALL WD. STUDS a 12" D.C. 5002 BRN'G WALL WD. STUDS a 16" OC. \�J 1 RO• 114"X63.. O.2 "4"X63" I '��355H I �ii355H El Ell. oo n FIR 0 I I � i I COVERED PATIO x I VAULTED CL'G m I I ] 9 0. 12'_4 n m 0 + Q 16'_0" - t MASTER BRM �! 12080 @ 0 VAULTED CL'G I N I 'v LINEN 5 5H - 12 X 24 5H. I r 4 4�_I �� 4�� � 3'_6" 4, 4" "r2L Pool LIVINCs ROOM II9 m it 2-20B0 i ,—P001 I I • p I d II L7 :r VAULTED CL'G II I I I © I I L vN PCJ \ ABOVE...-i MA ER BATH � I 10 cL'G/C.T. I N � - � N 0 003� 6 I � — 25514 3080 MT.. I I= I I 0 1 .d I , - KOO& I 0 �- K00 i 1 I - \ _h KITCHEN 1 - /� V _ �J ry = N VAULTED CL'G q.1_q� 5068 BF xg DINING ROOM -- ----- I f_l VAULTED CL'G - It ❑ ;t II P004 II �� E004-p �, E DEN/BRM 03 I�,�J1 v-L 12 VAULTED CL'G p I III 0"J PI F I r- ,n • iti I 1 � I K p I j�P I 10._01. I 1T 0' � V I 1'_6" 4„ I E008= IT '3'4 CL' 0 5068 BF 1 (�-P004 2B80 II r I 1 � III (-E001 I 01 I BEDROOM #2 P01d I V4 CL'G 0 p BATH4 _ 5010 O.N. GA Rf GE DOOR V4 CLICO 0 8„ 101_6" 4" 5 _ 8' I j r-E002 0o a n 355H EGRE55 o 0 0 RND.TEMP 24" A RO.54" X 1610" RO.26" X 26" 4'-2" g' g_m V_4-- IT_4" 32'-0" I RIGHT F1-I=L,4N SGAL E: I/4 " = I' - CO)" ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W //�//�� •V L W O > L W r. W W p 9 Lo,U O LLJ = aU J O` 1 ]C OO J M C Ih to r r�. 0 L00i 0, J TC LL L 0O m C Ln n en 01 a P Q a 'O Ln La O a rm NT m 0 E2 1i O 0 r N n O O O J 7 zQ a J m Z Z O � u P CI a PFRMIT/CONSTRUCTION DRAWING �, n I L.EFT f=L"N ELECTRICAL PANEL NO POLE TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE I 3 2/60 100 AIR HANDLER ' 6 2 4 5 2/50 A/C COMP. .8 6 a 2/50 120 RANGE '6 l 9 2/20 20 D15H WA5HER/D15POSAL -12 10 11 2/30 5.0 DRYER -10 II 1/20[lB R -12 13 1/20 OPT.) -12 14 16 2/25 45 HOTWATER HEATER h0 15 1/20 012 IT I/20 ANCES (GFI) =E2 '12 IS I/IS 05 INTERCOM OUTLET (OPT.) '12 I9 1/20 ANCES 012 20 1/20 15 SMALL APPLIANCES 012r23 1/15 43HTING '14 22 I/15 GENERAL LIGHTING (GFI) -14 24 1/15 GENERAL LIGHTING M4 26 28 30 32 33 1/20 12 FAN OUTLETS '12 34 _ 35 1/20 1,0 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. '12 31 SMALL APPLIANCES (GFI) 35 1/20 SMOKE DETECT. 4 BATHIRM. LIGHT 012 39 5PARE 40 SPARE 41 SPARE 42 5PARE SUBTOTAL 255 KW. TOTAL CONNECTED LOAD: 4S.0 KW. SUBTOTAL 235 K.W. i� 3-1/0 THUN CU. IN 1 1/2" CON. 1 04 THU.N GU TO 2-5/8" X 8' LONG GROUND DRIVEN ROD PER NBC. - TO FPL POWER CO. G.W. ELECTRICAL RISER DIAGRAM LOAD CALCULATION A/C o 100 % 10.0 KWS FIRST 10 KWS. -1 100% 10.0 KWS REMAINDER s 405. llb KWS TOTAL alb KWS 31.6 KWS X 1000 132 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LICsHTINCs CALCULATION 1441 SQ.FT. X 3 WTS/SQFT. 43 KWS 1000 ELECTRICAL LEGEND - SURFACE MOUNTED LIGHT BREAKER PANEL WALL MOUNTED LIGHT ,0 1 v 1 ELECTRIC METER ® RECESSED HIGH HAT O.J MAIN DISCONNECT PANEL Q I DEDICATED DISCONNECT PANEL LFO, VPJ RECESSED VAPOR PROOF LIGHT ROUTED WIRE 0— SURFACE MOUNTED FLUORESCENT FIXTURE E��� TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE � Fool TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION 1 � 1 Q INTERCOM jj FLOOD LIGHT O SECURITY SYSTEM JUNCTION BOX EXHAUST FAN GH CHIMES TRACK LIGHTING FIXTURE O THERMOSTAT H SWITCH TIMER RELAY EA n /}( 3 WAY SNITCH SMOKE DETECTOR 4 WAY SWITCH x�".�'JJ ' GARAGE DOOR OPENER {"R DIMMER SWITCH -O PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -B PUSH BUTTON -GARAGE OR OPENER 00 44- TIME SWITCH WEATHER PROOF SWITCH OUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE I10/120 SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE �G 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 DRYERS SHALL BE WIRED WITH 4 WIRE CORD° AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REOUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY, IN RIGHT ELECTi�IG I- F=L "mil I ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W q� W pO > Ili W N W p U O _ � u Z O Y U _1 m •E Zb tA Zb V iV a in n r; 0 W P 0 o ,o o JzC 00 10 a � n : N P P Q d 10 v La O 2 a Fn 1/4 " - P - CZ>" PERMIT/CONSTRUCTION DRAWING TOP OF BM. i v I FF. TOP OF Bf1. FF. FZE ,4 iz 5CALE: SG.4L�: ELE\/.4TION 1 /4 " . V - m" 1/ A 11 Q 1. — c2> I h GGAAIIGI I iai T11 P GnnF 2 "X 8" R05 GE WOOD FASCIA TEXTURED STUCCO FIN. TYP. STUCCO E3ANDS IT 1-. J 1 U(-.c M. INLva 1 1 r. FfizONT ELE\/.4T I ON 5CALE: 1/4 " - I- - m" TOP OF F.M. ISSUE DATE: SEPTEMBER 99, 1998 REVISIONS DATE: February 12, 1999 JOB NO: 0 Yml IV ♦.v `W / L1_ �- W '0 ice %J 0 LLj _ 'Iy z Ln ir— u O O J m SIC HT SIDE Ez- L E \./,4 T I C,)N PERMIT/CONSTRUCTION UN 0 91999 DRAWING A==4L ". b a r-FPA lrS 'S' TII P Pe)nF " ROS CEDAR > FASCIA TYP. TEXTURED STUCCO FIN. TYP. FizONT ELE\/AT I ON SCALE: TOP OF EI"I. 61 FF. 1 /4 " . I' - O" __1------------------- .------------------ x_______ TION 74-" 1/-4 " — P _ 4F-)'' I II I� lUl I I ______________________ izE 4 iz 6CALE. TOP OF BM. s ENTRY _ I (n ____________.___1____________ . �_ __- _ __________._ LEFT SIDS ®1 E:::-LEz- %/.a,TION TOP OF BM. v o� ELE\/"TION I TOP OF BM. ISSUE DATE: SEPTUABER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: � m Z W O > LL. GL N W �O v O LLI ♦U Z Y U 0oe O .J Cp r 01 00 C Lo ol pP. LV g J LL VI � a u r P P Q n 10 Ln Ln Z O i� CL� a ♦ �� 5 m m 0 a � o AV, O � r i V f� r � o 0 5 � 3 z w Z � e J w Z � v m O U w L U N m m m m a v m co 3: U �y �Innn w a N m PERMIT/CONSTRUCTION DRAWINGAll,-4R CD SCALE: 1/4 " . 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LINTEL BOTT. 6'-roll 000" 1565" 3260" O x 16" I • 5 I • 5 U-BLOCTOP l'-roll 1000" 1550" 2881" a" CONC. LINTEL BOTT. ®U-BLOCK x I6" 105 105 TOP 4'-roll 500" 186D" 4815" all CONC. LINTEL BOTT. OU-BLOCK 8" x 16" I • 5 I • 5 TOP GONG. LINTEL BOTT. 4'-roll 1500• 1860" 4815" (O a" x 16" 1 •5 I •5 U-BLOCTOP CONC. LINTEL BOtt. 11'_4" 1300• 38l" VIP O a" x 1&" 1 • 5 1 • 5 U-BL CONC. LI TOPNTELBOTT. CONC. L 10'-roll 11000 1122" 21140 O a" x 16" 1 • 5 1 • 5 U-BLTOP 'NTEL V_4" 11000 10250 1141" CONC. LI BQtt. CONC. L DOUBLE U-BLOCK 9 a" x 24" I • 5 I • 5 I • 5 CONC. LINTEL BOTT. 1'-6" 45000 NR 5000" Is v • 12" Oc. DOUBLE U-BLOCK 1� a" x 36 1.5 1.5 I.5 CONC. LINTEL BOTT. 10'-roll 110�" 1122" 2114" I. LINTEL5 TO BE CAST-CRETE HIGH -STRENGTH PRECAST < PRE -STRESSED U LINTELS BRG. U-BLOCK • PRECAST CONIC LINTEL BEAM Tyyp� ES QTHRU /LJ BRG. DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES Q •9'4" DOUBLE U-BLOCK +6' 4" PRECAST FILLED CONIC. LINTEL BEAM TYPES 10 ENG. AND APPROVED WOOD TRU55'5 SEE TYPP, WALL SECTRION FOR ACTUAL NEEL AND OVERNANG CONDITIONS 0 )1-1/8"x18 6A. ISALV METAL STRAP FASTEN TO TRU66 W/( 5 )-16d NAILS, ADJUST STRAP LENGTH AS REOD. FOR NAILS 6 3" O/C TYPICAL. CONC. SEAM G�5 CONNECTION D ETAIL TOP OF BM. • V-4 I ' v4 LT D L' I rJ I d 4 LT D L'(:!P LI7EG CL 2 i 2 ---- ----- -� r- - ----- ------------____J L-i I III III I I I I I I I I I 1 I I I I VAULTEC CL C I I II' I L III I I I I I 1 I I I I S, II Ii it II I II I L � I I I -------------- I r-- ---- ---------- ---- ---- ---� L - , I I I I rr- ---- ----- ---- ---- -----Ili I II III Li 2 II I I II I I I I I III I 11 I I I n II II 1 _J L_.__JI II I I (-----------------ir-- -- ----- ---- I' ---- ---J II I I I 11 -�14 AL'� 94 L C$ It I � ' I I GI DE II II 4 TOP OF BM. • 5'-4 �OOF F F�,4t-1 I NG� SCALE: I I III Iti II II II � III II RIGHT FLAN ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: W ♦� Z W B > IL N � W V' O ICJ ■ Y r V O m i Z �w 0 z 4 U p� m K o V � � N I � ^ m PERMIT/CONSTRUCTION DRAWING m o, Y I HR FIRE RATED PLYWOOD 'PYRO-GUARD'4'FROM PARTY WALL O R-19 INSULATION MIN — TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRU55 ENGINEERING FOR ADDITIONAL REQ. IX3 FIRE -STOP 8'-0" 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 BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 UALM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 P5F MIN OR FIBER MESH e RB TOP 4 2 5 RB BOTTOM CONT MIN 8"XI2" POURED CONIC TIE BEAM W/ 25 TYPICAL TIE BEAM CONSTRUCTION TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U905 ° III BOND BEAM W 1 • 5 CONT. o .8'-1" TYPICAL PARTY WALL SECTION TYPICAL BILK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE SCALE: 3/4"=I'-O" SEMCO SOUTHEASTERN METAL OR EQUAL TRUSS TIE DOWN STRAP SIZE PRODUCT CODE GAUGE FASTENER SCHEDULE ALLOWABLE LOADS PER CTN HEADER WIND UPLIFT FASTENERS IN WOOD 2X HDP2X 18 ID-IDd 1566 25 2X(2) HDP2XD 18 12-I0d 1880 25 FASTENERS IN CONCRETE" 2X HDP2X IS 8-NK OR DN 1566 25 2X(2) HDP2XD 18 8-NK OR DN 1880 25 INSTALLATION: USE ALL SPECIFIED FA5TENER5 IN SCHEDULE TO ACHIEVE VALUES INDICATED CONSULT MANUFACTURER FOR INFORMATION LEADING TO THE NK FASTENER. CODE COMPLIANCE: 5.B.C.C.1. " 9166 METRO DADE COUNTY REPORT 0'51-0830.8 SEMCO SOUTHEASTERN METAL OR EQUAL RIVETED TRUSS ANCHOR ALLOWABLE_ LOADS 10d NAILS Ibd NAILS DIMENSIONS FASTENER SIZE PRODUCT CODE O'A�'E SCHEDULE - LATERAL - PER CTN WIND -LATERAL- WIND OUT OF OUT OF 10d Mod Al A2 UPLIFT Al A2 UPLIFT CONCRETE WOOD NAILS NAILS_ II-16d 595 210 595 210 1136 20 TAPR216 14 Ito 19 3/4 II-IDd 1136 IDD 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 TRUSS OR J015T CODE COMPLIANCE: 5.B.G.C.1. • "3166, • 9320, METRO DADE COUNTY REPORT • 90-D420.2, " 51-0830.E p 12 5 0 2.5 I \ \ 12 \ \ rn n Cl n occnn n n n fl f-1 n\ \ I" X roll RAT -RUN 6 6'-O" G.G. R-19 IN5UL MIN TYP INT CLG CONSTRUCTION - 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRU55E5 SEE TRU55 ENGINEERING FOR ADDITIONAL I X 3 FIRE STOP 8' GC NOR. - R-3 INSULATION TYP 15T 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 WIN ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED 501L COMPACTED TO 2500 PSF MIN OR FIBER MESH IIIIII�II'I'llll'I'II�III�III'IIIIIIIIIIIIIIIII��. TYPICAL ROOF CONSTRUCTION y NP4ILING SCHEDULE F:®R PHHUMATIC FBI&TrENERS LOCATION NAIL SIZE MANUFACTURER REMARKS BRACING 4" O.G. PANEL EDGES 4 PLYWOOD WALL 5HEATING 21'2" X.13111(34 DEG./ ATLAS •T50115 6" OC. m INTERMEDIATE SUPPORTS 4" O.G. PANEL EDGES PLYWOOD 2 ND FLR. SUBFLOOR 5HEATING 21k,2" X .131" (34 DEG.) ATLAS •150115 roll OC. m INTERMEDIATE SUPPORTS 4" OC. PANEL EDGES PLYWOOD ROOF 5HEATING 21/2" X .131" (34 DEG.) ATLAS •150115 roll OC. m INTERMEDIATE SUPPORTS 1 X 2 PT. FURRING STRIPS APPLIED TO INTERNATIONAL Irv" O.G. MA5. WALL V/2" X .099 STRAPS ( MACHINES CO. "422428 EXT. WINDOW BUCK5 APPLIED TO INTERNATIONAL I6" O.C. EXT, MAS. 21j2" X _099 STRAPS 2 MACHINES CO. "422428 ExT. DOOR 5UCK5 APPLIED TO 16" OC. EXT. MA5. 21/," X ..099 STRAPS (MACHINES CO. •422428 EXT. WINDOW 4 DOOR WRAPS 211,y" X INTERNATIONAL STRAPS ( MACHINES CO. •422428 16" O.G. 4 SURROUNDINGS .O99 GARAGE DOOR BUCK5 3" X .300 RAM5ET/REDHEAD •1524 5DC 12" OC. MAX. WINDOW SILL PL ( NON. BRN'G) 1"2" X 3 34" U.S. ANCHOR •1236 24" O.C. MAX. WINDOW SILL PL ( LOAD BRN'G) 'I,2" X 3 34" U5. ANCHOR •1236 12" OC. MAX. MAX. 6" O.C. 511DE LAPS SECURED TO SUPPORTS WIRE LATH 1 1/4" X .120 PA5LOPE •404695 4 TIED BETWEEN SUPPORTS m 9" OC. MAX. ROOFING BASE SHEET, MAX. 12" O.G. m HEAD LAPS 4 EAVE EDGE5 - MAX 24" O.G. TIN CAPS NAILS I" x .120" CENGO -HJI3ATA a EDGE OF VALET SHEET - GALv. NAILS INT. APPLIED ROOF NAILS, 211/2" X .133" INTERCHANGE "89019 2 RING SHANK GALV. NAILS PER TILE FIELD TILE NAILS RAKE EDGE , SP.MEKAJ 2 RING SHANK ZINC PLATED NAILS PER TILE RAKE TILE NAILS 3" X .120" HITACHI ALTERNATE FASTENER SCHEDULE FOR VARIOUS ALLOEABLE UPLIFT LOADS I" WIDE STRAP GAAGE NUMBER OF IDd FASTENERS 2 4 5 6 1 8 9 ID II 12 14 15 14 334 668 835 1002 1189 133E 1503 1610 1136 1136 1136 1136 15 326 652 815 1318 1020 1020 1020 1020 1020 1020 1020 1020 20 326 633 633 633 633 633 633 633 633 633 633 633 NUMBER OF 16d FASTENERS GAAGE 2 4 5 6 "1 8 9 10 II 12 14 15 14 364 128 510 ID92 1214 1456 1630 1"136 1136 1136 1136 1136 18 358 115 895 1020 1020 1020 1020 1020 1020 1020 1020 1020 CEMENT TILE ROOF NAILED TO 90• 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 TRU55 CHORD (VAULTED AREAS) GALV MTL STRAP AT EA TRU55 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 roll X 24" SOFFIT VENT 0 6'-O" O.G. 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"X16" CMU WALL W/ 1 5 RB VERT IN A CONG FILLED CELL SPACING PER PLAN AND TEXTURED STUCCO WALL FINISH TYPICAL SLAB RECESS CONSTRUCTION PROVIDE 1 1/2"x8" SLAB RECESS AT PERIMETER OF SLAB TYPICAL I STY FOOTER CONSTRUCTION SEE ENGINEER DRAWINGS ��JIIIIIII� 11� 1 STY TYPICAL WALL SECTION FIN FLOOR EL s/-0'-0" SCALE: 3/4"+I'-0" 2 5ET5 OF 2" X 4" X-BRACING FROM GABLE END TRUSS 4'-0" OC. ANGLE BETWEEN 30-45 DEGREE5 ENTIRE LENGTH OF 5CI550R TRU55 I 2 X4 RAT -RUN s 6'-0" O.C. 2' X b" P.T.___. I/2" REDHEAD • 48" OC—/ X 4" OVER DROP GABLE R OVERHANG OVER 8" 2 X B FASCIA 2" X roll VERT. ♦ 24" OC. GABLE END TRU55 MTL STRAP • 24" OC. 1/2" EXT. GRADE PLYWOOD FLAT GABLE END 6 BLOCK WALL DETAIL TYPICAL 2 5ET5 OF 2" X 4" X-ERACiNG FROM GABLE END TRU55 4'-0" OC. ANGLE EETWEEN 30-45 DEGREE5 ENTIRE LENGTH OF SCISSOR TRUSS 2" X 4" RAT -RUN— . 6'•O" OC 2" X b" VERT, s 24" 2" x 6" PT- 1/2' REDHEAD • 48" 4" OVER DROP GABLE OVERHANG OVER 8" 2 X 8 FA5CIA 3LE END TRJ55 EXT. GRADE PLYWOOD STRAP s 24' O.C. 6016$OR GABLE END BLOCK WALL DETAIL TYPICAL EXTERIOR WINDOW BUCKS APPLIED TO EXT. MA5. W/ 055 x 1 1/2" 51" 1 6" O.C. X 3 P.T. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUR SPECIFICATIONS. UIINDOUJ BUCK DETAILS FIN. EXTERIOR DOOR BUCKS APPLIED TO ExT. MAS. I/2" 5M 6" O.C. RABBITED JAMB ATTACHED TO DOOR BUCK W/6-8d NAIL5 EA. SIDE, 2 o EA. DooR eucK �I x 4 SPACER IX4P.T. DOOR JAMB DETAILS TOP PLATE ANCHOR AT EACH STUD STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 x CONT. TOP PLATE 2 X F.S. 2 X WOOD STUDS m 16" O.G. 5/8" TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2"X 1" LONG TOP PLATE ANCHOR KWIK-eOLT5 0 48" O.C. OR 311 x .300 55T/REDHE Ap AT EACH STUD AS POWER FASTENERS 11524 SDC MUD SILL 9 12, O.C. BEARING WALL DETAILS O `W beI W o O W O Z W d�� _ U :3 W � O H I_ .O (A C 02 r Ln Ih o O 10 J 10 1 04 a r V2 F— al r ^ d 10 Ui G- � pMp M C1 a Ee w t 7 O �u V G(A r 41J an V O O J r Ld wT Z Q m 'w 3 Z � z U Z O O m al 0• N u C m m yb 7� K091999)-1 m r CD 3 0 J U4 0 m m J C) Y y SEE I STORY TYPICAL WALL SECTION FOR TYPICAL SPECIFICATIONS OF COMPONENTS APPEARING ON BOTH SETS OF CONDITIONS O' 12 �5 2.5 I \ \ 12 \ \ I" X 4" RAT -RUN m 6'-O" 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' CG HOR. TYP IST 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"OG MAX TYP INT CLG CONSTRUCTION 5/5" 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 CMU WALL 24" O.C. R-3 INSULATION MIN. WOOD BASE MOLDING TYPICAL SLAB CONSTRUCTION 4" CONIC SLAB W/ 6X6 1010 Will ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED 501L COMPACTED TO 2500 PSF MIN DOUBLE MESH Coo" FROM EDGE OF SLAB IIIlilllilllllllllllilllllllllllllllllllll��,. TYPICAL ROOF CONSTRUCTION TILE ROOF NAILED TO 900 MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 300 FELT TIN TAGGED TO 5/8" EXT GRADE PLYWOOD ON PRE FAB ROOF TRUSSES AT 24" CC MAX BOTTOM TRUSS CHORD (VAULTED AREAS) GALV MTL STRAP AT EA TRU55 EMBEDDED INTO TB TOP OF BEAM 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 m 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 8"Xib" CMU WALL W/ 8" X 16" GONG. 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 16" DEEP AT 24" OC MAX TOP OF BEAM 0 0 GL'G HGT. TYPICAL TIE BEAM CONSTRUCTION MIN 8"XI2" POURED GONG TIE BEAM W/ 25 RB TOP 4 2 • 5 RB BOTTOM CONT TYPICAL EXT BLK WALL CONSTRUCTION 8"XI6" CMU WALL W/ 8" X 16" GONG. 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 I I/2"X8" SLAB RECESS AT PERIMETER OF SLAB TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE FOR DETAILS AND SIZES GRADE FIN FLOOR STAIRS DETAILS WOOD ARCH FF:4MIN5 DETAILS EXPANSION STRIP PANEL ANCHOR SEALANT SPACER GLASS BLOCK REINFORCING MORTAR GLASS BLOCK SHALL BE INSTALLED WITH HOT DIPPED GALV. STL. REINF, IN HORZ. JOINTS, EXTENDING FROM END TO END. MAX SPACING Iro" C/C VERT. REING SHALL CONSIST OF (2) PARALLEL, LONGITUDINAL HOT DIPPED GALV. STEEL WIRES (S) GA OR WIRES AT 8" O.C. MAX. USE TYPE S MORTAR GLASS EsLOCK SHALL CONFORM TO S.F.B.C. 2104.10 1 HR FIRE RATED PLYWOOD 1" X 6" RAT -RUN m 6'-0" CC. R-19 INSULATION MIN TYP INT CLG CONSTRUCTION 5/8" GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRU55 ENGINEERING FOR ADDITIONAL REQ. IX3 FIRE -STOP 8'-O" CC, 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" GONG SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH RB TOP / 2 5 RB BOTTOM CONT MIN 8"XI2" POURED GONG TIE BEAM W/ 25 TYPICAL TIE BEAM CONSTRUCTION USE 5EMCO TAP12 W/ 8-16d NAILS (EACH TRU55 UPLIFT CAPACITY OF 145(o L55. OR LE65) SEE TRU55 ATTACH. PLAN FOR MORE INFORMATION. UL TEST NO:U9O5 (2) - 2X6 P.T. LEDGER W/ W51254 1/2" X 51/2" 24" OG. BETWEEN TRUSSES. BOND BEAM W 1 • 5 CONT. m .8'-1" IX3 FIRE -STOP 8'-0" OC, MAX TYPICAL BLK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO:U905 TYPICAL 2 STY FOOTER CONSTRUCTION SEE FOOTING SCHEDULE GLA55 5LOCK DETAIL I TYPICAL PARTY WALL SECTION D-2 SCALE: ISSUE DATE: REVISIONS DATE: JOB NO: �0 WEZ $ ®~ W w Zo 0 W 3:O a� W we '� W a0 to Y N C rm Q) T V V 0 0� V n U 00 LV 0 O O J E Ln Q a a n Ln rr P O� .O Ln m C Yh U 10 ui z O d th v m t�7 O cd 0 m ut 2 STY TYPICAL WALL SECTION SCALE: 3/4"•1'-0" JUN 6 91999, D111111111111111111112 _L _ 9 ISSUE DATE: 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. OMISSIONS FRON THE DRAWINGS OR SPECIFICATIONS OR THE MI5DESCRIPTION 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 MISDESCRIPTED 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 50 45 TO CAUSE NO DELAY, THEN THE CONTRACTOR MAY REQUEST A 5UB5TITUTION. SUCH SUBSTITUTION SHALL BE OF EQUAL MONETARY /4LUE, OR AN ADJUSTMENT IN THE CONTRACT PRICE SHALL BE MADE. MECHANICAL NOTES: -;IR 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 THIS SECTION OF THE SPECIFICATION. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR AI-L AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTIONS TO AIR CONDITIONING EQUIPMENT PER M-aNUFACTURER'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(5) SHALL BE EER. f LUM5ING NOTES: MINIMUM SLOPE SHALL BE 1/8" 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 UTILITIE5 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. HANDIGAPf ED TOILET FIXTURE REQUIREMENTS WATER CLOSET SEAT 15" -20" AF,F. GRAB BAR 1 1/2" DIA., 1 11/2" CIR. OF WALL AND 31 112 C/C MAX. IN STALL, 33"-36" AFF., 24" MINIMUM LENGTH, CENTER LINE WITH EDGE OF WATER CLOSET. WALL MOUNTED URINAL (OPENING) Il" AF.F., MIRROR 40" AFF. LAVATORY HEIGHT MAX. 34" AFF., BOTTOM CIR. MIN. 29" AFF. 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 PROFE55IONAL ENGINEER AND THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATIONS FOR STRE55 GRADE LUMBER AND ITS FASTENINGS" BY THE AMERICAN INSTITUTE OF TIMBER CON5TRUCTION (LATEST REVISION) AND "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY TRUSS 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 TRUSS MANUFACTURER SHALL COORDINATE THI5 EFFORT. TRU55 DETAILS ARE FOR CONFIGURATION PURPOSES ONLY. DO NOT SCALE FOR DESIGN OR MANUFACTURING PURPOSES. • TRU55 MANUFACTURER SHALL PROVIDE ALL CONNECTIONS AND STRAP DETAILS. STRUCTURAL NOTES: DESIGN LOADS: ROOF(DL LL) = 55 PSF FLOOR(DL • LL) = 60 P5F (LIVING AREAS), 150 P5F (BALCONY) • SOIL BEARING CAPACITY: 2500 P5F. ALL STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500 P51 AT 28 DAYS. ALL REINFORCING STEEL SHALL BE GRADE 00, MEETING A5TM SPECS A-615. • ALL STRUCTURAL STEEL USED FOR COLUMNS AND PLATES SHALL MEET ASTM SPEC A-36, AND SHALL BE PROTECTED WITH TWO (2) SHOP COATS OF RUST INHIBITING PAINT. ALL ANCHOR BOLTS TO BE A 30l STEEL. USE HEMP FIR STRUCTURAL GRADE 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: 111/2" SUSPENDED SLABS: I" IF FILLED CELLS ARE USED, PROVIDE TYPICAL FILLED CELLS (BLOCK GELL5 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" D.C. MAXIMUM UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE A MINIMUM 2 - 2 X 4 P.T. 545E 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 8 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 51TE 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 THI5 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. LOAD5 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 WIT" ALL RULES AND ORDINANCES. UNLESS OTHERWISE NOTED, MINIMUM 51ZE 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 "10 SHALL HAVE "THW" INSULATION. aLL CONDUCTORS " 10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS 08 AND LARGER SHALL BE STRANDED. ALL 110V., 10, 15, a 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-SWITCHABLE 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.tL. THE LOCATION OF SERVICE, AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 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-METALLIC SHEATHED CABLE. ALL CONDUCTORS SHALL BE COPPER, UN.O. CONDUCTORS 08 AND SMALLER SHALL HAVE "T.W" IN5ULATIONt CONDUCTORS LARGER THAN 08 SHALL HAVE "T.H.W." INSULATION. • ALL ELECTRICAL SWITCHES SHALL BE 45" A,F.F. UNLE55 OTHERWISE NOTED. • ALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. PRE-ENGINEERED ROOF TRUSSES *24" C/C GONG, TIE EE AM PER 5TUCT. IX4 P.T. DENOTES SEE STRUCT 2X4 STUDS • 16" PRE-ENGINEERED ROOF TRU55ES c24" C/C h I/2" PLYWOOD W/ zO 8d e 6" C/C ~ IX4 MIN BLOCKING > W/2-8d NAILS EA. END ui r w m �CONC. TIE -BEAM Iri SEE STRUCTURAL ai m a vARIES SEE PLAN Ix4 P.T. DENOTES 5EE STRUCT T �— CONC. TIE BEAM PER 5TUCT. 1/2" PLYWOOD W/ z 8d e 6" C/C ~ IX4 MIN BLOCKING > w 1 W/2-ad NAILS EA. END lil w IN m m 4 VARIES SEE ELEVATION IX4 P.T. DENOTES 5EE STRUCT GONG. TIE BEAD = PER 5TUCT. Z 1/2" PLYWOOD W/ O ad o 6" GIG Q Ix4 MIN BLOCKING NAILS EA, END -AW/2-8d III •!1 u1 4 y4RIE5 5EE ELEVATION WOOD ARCH FRAMING DETAILS EXPANSION STRIP REINFORCING I PANEL ANCHOR MORTAR SEALANT 0 SPACER �-''•�::.::. GLASS O BLOCK 0 O GLASS BLOCK SHALL BE INSTALLED WITH HOT DIPPED GALv. STL, REINF. IN HORZ. JOINTS, EXTENDING FROM END TO END. MAX SPACING 16" C/C VERT. BEING SHALL CONSIST OF (2) PARALLEL, LONGITUDINAL HOT DIPPED G,4LV. STEEL WIRES (9) GA OR WIRES AT 8" O.G. MAX. USE TYPE 5 MORTAR GLASS BLOCK SHALL CONFORM TO S,F.B.C. 2-104,10 GLASS 5LOC< DETAIL N.T.S. REVISIONS DATE: JOB NO Z O W O W 12 c W Z 0 H C4 r in rr O• O• 0 Ln 10 a r P 0 ui z O x a m m rm 0 a O 0 0 0 _z J m O kn O• w c DIIIIII=II3 A