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13-1236-004ZONE 4 ZONE 4 'ONE 4 ZONE 4 ZONE 4 ZONE - 4 +54.V -59 � _. __.'x'1.1/- 5C�,4.Y.__I +�4.7/ -59.4 +F�I.`f/ -56.4 +51.1 -5f�.4 f +51.7/ -5�a.4 Ag � T.O. ROOF: fRIDGE T.O. ROOF RIDGE �iIL- .............. ...... ...... ...... ...... 11 oil. ............. ------ ..... ..... ... . ...... ..... ...... . .. ..... .. .............. .......... . . . ............ . ... ..... ..... .................. . .. ......... ............ . ....... ......... . ..... ....... .. . .... . ..... .. . .... . .... :1 —/X '' '. . . .. .... ..... .... .... ...... . ..... ........ .......... .......... ...... ......... .... ............ ----------------- ....... .... .. ............ . ......... J. I .......... NU- VEU NSVTA 10 TRUSS ANCHOR' EA. TRUSS 5 '�-C -- 1/4 = 1'- 0 5/8" FL�`WOOD SHEATHING_._. NAIL TO EA, TRUSS WITH Od RING SHAN< 4" O.G. ALL &UFFOFT& - 2- GONIT. 4 #3e32" TRANS. F,TE3-1 (a"xl�" MIN.) REINF: 4-*15 CONT. "", TIF-5 @ 32" O,C., #5 IN GROUT FILLED t-1,46ONR-T- GELL5. SEE f---:LAN ON DUB: 3-1 FOR LOCATION, 2'-(o" LAP FOR *a BARS #5 DOWEL 'a E,4- VEFP,T. 54F, &x6-0.4/wl-4 11.111M. \— 4" CON(_ S-1,45 �50UTkUJE�ST FREF,45RICATEF-) WOOD TRUSSES -D / 24" O.C. L REF. ELEV- +0'-0" 10 ML POL'TETHTLENP. SHT, COMPACTED SU5r-;;fR,4DE 5C: 3/411 = 11-011 NU- VEU NSVTA TRU55 ANCHOR EA TRUSS NOT TO BE EXPOSED MASONRY_ SEE 4f;:,)CPITEGTU1,RAL FOR FINISH REOUIREMENT5 5/&" PLYWOOD 'SHE,4THING- NAL TO EA TfPU66 WITH ab RING SHANK NAILS a 4" O.C. 'o ALL 5U'I=FCRTa-/ WINDOW FRAMINC-, CONCRETE M,4,50NF,-T- SILL UNIT OR F=fREG,46T CONCRETE SILL DRIP EE)(S;E �/2" IN. MIN, T\ X 2 -05 GOVT. 4 TRANS. -2- = 2 5c; 1/4" = P-o" F'P,E-PA51RICATED WOOD TRUSSES ,a) 24" O.C. F,-,IT5-1 (a"xIO" MIN.) REiNF; 4-IS CONT, 1*3 TIES 'a 32" O.C, WINDOW SEALANT 4" C-t'IU (SOLID OR FILLED) TO SUPPORT FLASHING; FLASHING SEALANT (BELOW FLASHING) 2-#4 CONT. a SILL, &x(o-WI.41w1-4 W.WM 4" GONG. &L,45 '�-- 10 MIL POLYETHYLENE &HT. COMPACTED 5U5G;RA[DE - T 1 O N 6C: 3/4" = 1'-0" ��U I E J 1 =UA 1 -1ON l) a AN STRUCTURAI--- NO-f-ES 1) DESIGN S'01L PRESSURE- 2000 f=,a-,F (TO BE VERIFIED AT TINE FOOTING EXCAVATION BEGINS). FLORIDA 1~3U1�_DING CODE,(200`i ). CO D E GOVERNING ,3) WIND DESIGN IN CONt--OfRr-1.4NCE WITH 4SCE -1 -05 WIND VELOCITY" = 14& MPH IMFCI,zP,T,4NC,E FACTOR = 1,00 EXF05URE GATEGCR�' ''Gi' J" ,T) CONCRFTF 5) REINFORCING STLEL.' ,4,13TM Ar 15 -GRADE �O 6) HEINF'ORCED MASONRY Prn=2500 f::::161 FF�OVfIDE INTEGRAL w/,/,-rER REPELLANT ADMIXTURE, IN ALL MASONRY UNITS AL50 PROVIDE � GAG ;E LADDER TYPE JOINT REINFORCING; IN ALTERN4TIE MASONRY JOINTS ( Iro'' O.G. VERTICALLY) ARCHITECTURAL DR,4WING5 FOR BASE FLASHING IREC-QU I REI -TENTS 7) [1--EFAL`PICATED VV00,L) TRUSS -, SHALL E3E DESIG-NED BY A FLORIDA REGT16TERECD PROFESSIONAL EN(--:;INEEf;Q- SUE51-11-11' DESIGN CALCULATIONS AND 5HOF--) DRAWINGS, BOTH BEARING THE SEAL OF THE DESIGN ENC,-INE1-z;F,), FOR F:J=-VIE-:W BEFORE. FABRICATING. cankat-essman, 11"Ic. consulting ("'Ilgincer's STATE OF FLORIDA C.A. No 00004119 1900 S.W. 57th AVF. SUIT A, MIAMI, HL z- ) 'w t c RIONE: (305) 266--9777 FAX: (M) 2ft, )';;8( LAWRENCE J. ESSMAN, RE, FL K'G. NU 60? ' MUSTAFA CMXAT, P.E. FL. REC. NA znE;" .............. ...... ...... ...... ...... 11 oil. ............. ------ ..... ..... ... . ...... ..... ...... . .. ..... .. .............. .......... . . . ............ . ... ..... ..... .................. . .. ......... ............ . ....... ......... . ..... ....... .. . .... . ..... .. . .... . .... :1 —/X '' '. . . .. .... ..... .... .... ...... . ..... ........ .......... .......... ...... ......... .... ............ ----------------- ....... .... .. ............ . ......... J. I .......... NU- VEU NSVTA 10 TRUSS ANCHOR' EA. TRUSS 5 '�-C -- 1/4 = 1'- 0 5/8" FL�`WOOD SHEATHING_._. NAIL TO EA, TRUSS WITH Od RING SHAN< 4" O.G. ALL &UFFOFT& - 2- GONIT. 4 #3e32" TRANS. F,TE3-1 (a"xl�" MIN.) REINF: 4-*15 CONT. "", TIF-5 @ 32" O,C., #5 IN GROUT FILLED t-1,46ONR-T- GELL5. SEE f---:LAN ON DUB: 3-1 FOR LOCATION, 2'-(o" LAP FOR *a BARS #5 DOWEL 'a E,4- VEFP,T. 54F, &x6-0.4/wl-4 11.111M. \— 4" CON(_ S-1,45 �50UTkUJE�ST FREF,45RICATEF-) WOOD TRUSSES -D / 24" O.C. L REF. ELEV- +0'-0" 10 ML POL'TETHTLENP. SHT, COMPACTED SU5r-;;fR,4DE 5C: 3/411 = 11-011 NU- VEU NSVTA TRU55 ANCHOR EA TRUSS NOT TO BE EXPOSED MASONRY_ SEE 4f;:,)CPITEGTU1,RAL FOR FINISH REOUIREMENT5 5/&" PLYWOOD 'SHE,4THING- NAL TO EA TfPU66 WITH ab RING SHANK NAILS a 4" O.C. 'o ALL 5U'I=FCRTa-/ WINDOW FRAMINC-, CONCRETE M,4,50NF,-T- SILL UNIT OR F=fREG,46T CONCRETE SILL DRIP EE)(S;E �/2" IN. MIN, T\ X 2 -05 GOVT. 4 TRANS. -2- = 2 5c; 1/4" = P-o" F'P,E-PA51RICATED WOOD TRUSSES ,a) 24" O.C. F,-,IT5-1 (a"xIO" MIN.) REiNF; 4-IS CONT, 1*3 TIES 'a 32" O.C, WINDOW SEALANT 4" C-t'IU (SOLID OR FILLED) TO SUPPORT FLASHING; FLASHING SEALANT (BELOW FLASHING) 2-#4 CONT. a SILL, &x(o-WI.41w1-4 W.WM 4" GONG. &L,45 '�-- 10 MIL POLYETHYLENE &HT. COMPACTED 5U5G;RA[DE - T 1 O N 6C: 3/4" = 1'-0" ��U I E J 1 =UA 1 -1ON l) a AN STRUCTURAI--- NO-f-ES 1) DESIGN S'01L PRESSURE- 2000 f=,a-,F (TO BE VERIFIED AT TINE FOOTING EXCAVATION BEGINS). FLORIDA 1~3U1�_DING CODE,(200`i ). CO D E GOVERNING ,3) WIND DESIGN IN CONt--OfRr-1.4NCE WITH 4SCE -1 -05 WIND VELOCITY" = 14& MPH IMFCI,zP,T,4NC,E FACTOR = 1,00 EXF05URE GATEGCR�' ''Gi' J" ,T) CONCRFTF 5) REINFORCING STLEL.' ,4,13TM Ar 15 -GRADE �O 6) HEINF'ORCED MASONRY Prn=2500 f::::161 FF�OVfIDE INTEGRAL w/,/,-rER REPELLANT ADMIXTURE, IN ALL MASONRY UNITS AL50 PROVIDE � GAG ;E LADDER TYPE JOINT REINFORCING; IN ALTERN4TIE MASONRY JOINTS ( Iro'' O.G. VERTICALLY) ARCHITECTURAL DR,4WING5 FOR BASE FLASHING IREC-QU I REI -TENTS 7) [1--EFAL`PICATED VV00,L) TRUSS -, SHALL E3E DESIG-NED BY A FLORIDA REGT16TERECD PROFESSIONAL EN(--:;INEEf;Q- SUE51-11-11' DESIGN CALCULATIONS AND 5HOF--) DRAWINGS, BOTH BEARING THE SEAL OF THE DESIGN ENC,-INE1-z;F,), FOR F:J=-VIE-:W BEFORE. FABRICATING. cankat-essman, 11"Ic. consulting ("'Ilgincer's STATE OF FLORIDA C.A. No 00004119 1900 S.W. 57th AVF. SUIT A, MIAMI, HL z- ) 'w t c RIONE: (305) 266--9777 FAX: (M) 2ft, )';;8( LAWRENCE J. ESSMAN, RE, FL K'G. NU 60? ' MUSTAFA CMXAT, P.E. FL. REC. NA znE;"