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09-710-005L EACH OUND., 'CORN ER.:�� TYPICAL BENT BARS � EXTENDING PROMDE 2 #5 48 BAR DIAMETERS FROM EACH END, 14 7 ni ;.4� i pc t 6a eY :-ASPHALT SHINGLES ON .-30 FELT 1 n zr)" nnclrl% T CVTC* D 1 r) D BEAM S CHEDULE. SIZE REINFORCING STIRRUPS (#3 CLOSED.A :':REMARKS.. T MARK W H TOP BOTTOM MIDHT �PROPi OVER -..OPENINGS. PROVIDE #3 TIES 4 8 TB -A--'M(NlMum brES". EACH SIDE 39 11 2 # 5 2 # 5 8 12 AND (4) #3 TIES 12'f# H' "EN BUILD'1N4-, �APD,-,�2 _#5 130TT. 10' Oc. 0 0 ' r. • �P*, R_ RkB ANEW FAMILY ROOM. 0 A .A 4� CONCRETE SLAB W/ 6X6X1O/1O WWM ON MSQUEEN MEMBRANE ON COMPACTED: TERMITE TREATED. FILL. TO MATCH EXISTING FIN FL. ELEV. OTEpR4�k %PREBARS TyiO T- 6 FR OP AND BOTTOM 0 SET W/. ToXY,,e MIN. INTO EXIST.-COLUMN • At AND IWATUDHEIGHT OF COL "I' 0 00 INOM PROTDE REBARS op 0 TWO AT 6 FR AN BOTTOM" AND TWO AT MIDHEIGHT OF COL I A SET W/ EPDXY 4- MIN. INTO.EXIST. COLUM ZE E A FOUNDATION PLAN SCALE:, 1/4's.— EMST• CONC. TIEBEAM ----------------- B S 2 5 ]DOWEILI DRnLED. INV' j.ERO)ffPMIN FMST.--. BtAM 4 !k D 2 • • • G.R 250.3 LB U.L 394.5,.LB r ---------- -------------- --------------- --------- y U 072,66. 'P' U, I COLU'1v`IN -SCHED.ULE`_.__.,0,.1: MARKI SIZE REINIT TIES• REMMI'xs,,-_ 8X1 2 4# 5 SOLI :CONCRE T.L. COLQMliR',. )3 8X8 1 # 5 GALV. STEEL 'STRAP _CL SHEATING W/11H": IFS� & SEAT 'EA. TRUSS -NAILED BENT OVER & SHALL --B CDX EXTERIOR GRADE_ , AS PER E 19/32 2 CONNECTION SCHEDULE. PLYWOOD AND HAVE .STAGGERED JOINTS SITE -AND -SHALL BE FASTENED 4 O.C. ALONG PERIMETER AND 6" O.C. IN FIELD. USE 80 IRING, SHANK GALV.. NAILS. NAILING 3HAL • aF • BE , IN CONFORMANCE WITH FBC, 1507.' --T-op -19: INSULATION, of Beam (87) 0- A, 1/2" GWB ON 1 XSS, AT X6 FASCIA "NAILED, TO 2X4 -'SUB FASCf*X� W/ 8d NAILS @ 16"� O.C. ON TRUSSES 4 o. C. GALV. METAL P.T, 1 X3 CONT.,FIRE STOP FLASHING e. 8 Al Z CONC. TIE bt.AM VV ON 1x2 .. P.T z AL" NOTE 4 CONT. TYPICAL 8" NOTE: DROP OVER:, THESE PLANS COMPLY ON 1X6 '2 #5 WITH THE APPLICABLE EACH SIDE ND ADD o.C.. .11 'ATI-10 MINIMUN REQUIiREMENTS' FASCIA 0 ES -TIES��48 BEAM PROVIDE #3 OC- THRUOUT THE FOU N D ATI ON S C H E SIZE EINFORCING,,.�. MARK -REMARKS LW SW D S W # 5 STEM ..WALL:,-,.. 16" 20" CONT. 110c 12#5 A JFOUND.--, A 24 EXISTING FOUNDATION EA • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • • GanGral N Dies ; BEAM S CHEDULE. SIZE REINFORCING STIRRUPS (#3 CLOSED.A :':REMARKS.. T MARK W H TOP BOTTOM MIDHT �PROPi OVER -..OPENINGS. PROVIDE #3 TIES 4 8 TB -A--'M(NlMum brES". EACH SIDE 39 11 2 # 5 2 # 5 8 12 AND (4) #3 TIES 12'f# H' "EN BUILD'1N4-, �APD,-,�2 _#5 130TT. 10' Oc. 0 0 ' r. • �P*, R_ RkB ANEW FAMILY ROOM. 0 A .A 4� CONCRETE SLAB W/ 6X6X1O/1O WWM ON MSQUEEN MEMBRANE ON COMPACTED: TERMITE TREATED. FILL. TO MATCH EXISTING FIN FL. ELEV. OTEpR4�k %PREBARS TyiO T- 6 FR OP AND BOTTOM 0 SET W/. ToXY,,e MIN. INTO EXIST.-COLUMN • At AND IWATUDHEIGHT OF COL "I' 0 00 INOM PROTDE REBARS op 0 TWO AT 6 FR AN BOTTOM" AND TWO AT MIDHEIGHT OF COL I A SET W/ EPDXY 4- MIN. INTO.EXIST. COLUM ZE E A FOUNDATION PLAN SCALE:, 1/4's.— EMST• CONC. TIEBEAM ----------------- B S 2 5 ]DOWEILI DRnLED. INV' j.ERO)ffPMIN FMST.--. BtAM 4 !k D 2 • • • G.R 250.3 LB U.L 394.5,.LB r ---------- -------------- --------------- --------- y U 072,66. 'P' U, I COLU'1v`IN -SCHED.ULE`_.__.,0,.1: MARKI SIZE REINIT TIES• REMMI'xs,,-_ 8X1 2 4# 5 SOLI :CONCRE T.L. COLQMliR',. )3 8X8 1 # 5 GALV. STEEL 'STRAP _CL SHEATING W/11H": IFS� & SEAT 'EA. TRUSS -NAILED BENT OVER & SHALL --B CDX EXTERIOR GRADE_ , AS PER E 19/32 2 CONNECTION SCHEDULE. PLYWOOD AND HAVE .STAGGERED JOINTS SITE -AND -SHALL BE FASTENED 4 O.C. ALONG PERIMETER AND 6" O.C. IN FIELD. USE 80 IRING, SHANK GALV.. NAILS. NAILING 3HAL • aF • BE , IN CONFORMANCE WITH FBC, 1507.' --T-op -19: INSULATION, of Beam (87) 0- A, 1/2" GWB ON 1 XSS, AT X6 FASCIA "NAILED, TO 2X4 -'SUB FASCf*X� W/ 8d NAILS @ 16"� O.C. ON TRUSSES 4 o. C. GALV. METAL P.T, 1 X3 CONT.,FIRE STOP FLASHING e. 8 Al Z CONC. TIE bt.AM VV ON 1x2 .. P.T z AL" NOTE 4 CONT. TYPICAL 8" NOTE: DROP OVER:, THESE PLANS COMPLY ON 1X6 '2 #5 WITH THE APPLICABLE EACH SIDE ND ADD o.C.. .11 'ATI-10 MINIMUN REQUIiREMENTS' FASCIA 0 ES -TIES��48 BEAM PROVIDE #3 OC- THRUOUT THE FOU N D ATI ON S C H E SIZE EINFORCING,,.�. MARK -REMARKS LW SW D S W # 5 STEM ..WALL:,-,.. 16" 20" CONT. 110c 12#5 A JFOUND.--, A 24 EXISTING FOUNDATION EA • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • ANEW FAMILY ROOM. 0 A .A 4� CONCRETE SLAB W/ 6X6X1O/1O WWM ON MSQUEEN MEMBRANE ON COMPACTED: TERMITE TREATED. FILL. TO MATCH EXISTING FIN FL. ELEV. OTEpR4�k %PREBARS TyiO T- 6 FR OP AND BOTTOM 0 SET W/. ToXY,,e MIN. INTO EXIST.-COLUMN • At AND IWATUDHEIGHT OF COL "I' 0 00 INOM PROTDE REBARS op 0 TWO AT 6 FR AN BOTTOM" AND TWO AT MIDHEIGHT OF COL I A SET W/ EPDXY 4- MIN. INTO.EXIST. COLUM ZE E A FOUNDATION PLAN SCALE:, 1/4's.— EMST• CONC. TIEBEAM ----------------- B S 2 5 ]DOWEILI DRnLED. INV' j.ERO)ffPMIN FMST.--. BtAM 4 !k D 2 • • • G.R 250.3 LB U.L 394.5,.LB r ---------- -------------- --------------- --------- y U 072,66. 'P' U, I COLU'1v`IN -SCHED.ULE`_.__.,0,.1: MARKI SIZE REINIT TIES• REMMI'xs,,-_ 8X1 2 4# 5 SOLI :CONCRE T.L. COLQMliR',. )3 8X8 1 # 5 GALV. STEEL 'STRAP _CL SHEATING W/11H": IFS� & SEAT 'EA. TRUSS -NAILED BENT OVER & SHALL --B CDX EXTERIOR GRADE_ , AS PER E 19/32 2 CONNECTION SCHEDULE. PLYWOOD AND HAVE .STAGGERED JOINTS SITE -AND -SHALL BE FASTENED 4 O.C. ALONG PERIMETER AND 6" O.C. IN FIELD. USE 80 IRING, SHANK GALV.. NAILS. NAILING 3HAL • aF • BE , IN CONFORMANCE WITH FBC, 1507.' --T-op -19: INSULATION, of Beam (87) 0- A, 1/2" GWB ON 1 XSS, AT X6 FASCIA "NAILED, TO 2X4 -'SUB FASCf*X� W/ 8d NAILS @ 16"� O.C. ON TRUSSES 4 o. C. GALV. METAL P.T, 1 X3 CONT.,FIRE STOP FLASHING e. 8 Al Z CONC. TIE bt.AM VV ON 1x2 .. P.T z AL" NOTE 4 CONT. TYPICAL 8" NOTE: DROP OVER:, THESE PLANS COMPLY ON 1X6 '2 #5 WITH THE APPLICABLE EACH SIDE ND ADD o.C.. .11 'ATI-10 MINIMUN REQUIiREMENTS' FASCIA 0 ES -TIES��48 BEAM PROVIDE #3 OC- THRUOUT THE FOU N D ATI ON S C H E SIZE EINFORCING,,.�. MARK -REMARKS LW SW D S W # 5 STEM ..WALL:,-,.. 16" 20" CONT. 110c 12#5 A JFOUND.--, A 24 EXISTING FOUNDATION EA • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • y U 072,66. 'P' U, I COLU'1v`IN -SCHED.ULE`_.__.,0,.1: MARKI SIZE REINIT TIES• REMMI'xs,,-_ 8X1 2 4# 5 SOLI :CONCRE T.L. COLQMliR',. )3 8X8 1 # 5 GALV. STEEL 'STRAP _CL SHEATING W/11H": IFS� & SEAT 'EA. TRUSS -NAILED BENT OVER & SHALL --B CDX EXTERIOR GRADE_ , AS PER E 19/32 2 CONNECTION SCHEDULE. PLYWOOD AND HAVE .STAGGERED JOINTS SITE -AND -SHALL BE FASTENED 4 O.C. ALONG PERIMETER AND 6" O.C. IN FIELD. USE 80 IRING, SHANK GALV.. NAILS. NAILING 3HAL • aF • BE , IN CONFORMANCE WITH FBC, 1507.' --T-op -19: INSULATION, of Beam (87) 0- A, 1/2" GWB ON 1 XSS, AT X6 FASCIA "NAILED, TO 2X4 -'SUB FASCf*X� W/ 8d NAILS @ 16"� O.C. ON TRUSSES 4 o. C. GALV. METAL P.T, 1 X3 CONT.,FIRE STOP FLASHING e. 8 Al Z CONC. TIE bt.AM VV ON 1x2 .. P.T z AL" NOTE 4 CONT. TYPICAL 8" NOTE: DROP OVER:, THESE PLANS COMPLY ON 1X6 '2 #5 WITH THE APPLICABLE EACH SIDE ND ADD o.C.. .11 'ATI-10 MINIMUN REQUIiREMENTS' FASCIA 0 ES -TIES��48 BEAM PROVIDE #3 OC- THRUOUT THE FOU N D ATI ON S C H E SIZE EINFORCING,,.�. MARK -REMARKS LW SW D S W # 5 STEM ..WALL:,-,.. 16" 20" CONT. 110c 12#5 A JFOUND.--, A 24 EXISTING FOUNDATION EA • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • COLU'1v`IN -SCHED.ULE`_.__.,0,.1: MARKI SIZE REINIT TIES• REMMI'xs,,-_ 8X1 2 4# 5 SOLI :CONCRE T.L. COLQMliR',. )3 8X8 1 # 5 GALV. STEEL 'STRAP _CL SHEATING W/11H": IFS� & SEAT 'EA. TRUSS -NAILED BENT OVER & SHALL --B CDX EXTERIOR GRADE_ , AS PER E 19/32 2 CONNECTION SCHEDULE. PLYWOOD AND HAVE .STAGGERED JOINTS SITE -AND -SHALL BE FASTENED 4 O.C. ALONG PERIMETER AND 6" O.C. IN FIELD. USE 80 IRING, SHANK GALV.. NAILS. NAILING 3HAL • aF • BE , IN CONFORMANCE WITH FBC, 1507.' --T-op -19: INSULATION, of Beam (87) 0- A, 1/2" GWB ON 1 XSS, AT X6 FASCIA "NAILED, TO 2X4 -'SUB FASCf*X� W/ 8d NAILS @ 16"� O.C. ON TRUSSES 4 o. C. GALV. METAL P.T, 1 X3 CONT.,FIRE STOP FLASHING e. 8 Al Z CONC. TIE bt.AM VV ON 1x2 .. P.T z AL" NOTE 4 CONT. TYPICAL 8" NOTE: DROP OVER:, THESE PLANS COMPLY ON 1X6 '2 #5 WITH THE APPLICABLE EACH SIDE ND ADD o.C.. .11 'ATI-10 MINIMUN REQUIiREMENTS' FASCIA 0 ES -TIES��48 BEAM PROVIDE #3 OC- THRUOUT THE FOU N D ATI ON S C H E SIZE EINFORCING,,.�. MARK -REMARKS LW SW D S W # 5 STEM ..WALL:,-,.. 16" 20" CONT. 110c 12#5 A JFOUND.--, A 24 EXISTING FOUNDATION EA • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • GALV. STEEL 'STRAP _CL SHEATING W/11H": IFS� & SEAT 'EA. TRUSS -NAILED BENT OVER & SHALL --B CDX EXTERIOR GRADE_ , AS PER E 19/32 2 CONNECTION SCHEDULE. PLYWOOD AND HAVE .STAGGERED JOINTS SITE -AND -SHALL BE FASTENED 4 O.C. ALONG PERIMETER AND 6" O.C. IN FIELD. USE 80 IRING, SHANK GALV.. NAILS. NAILING 3HAL • aF • BE , IN CONFORMANCE WITH FBC, 1507.' --T-op -19: INSULATION, of Beam (87) 0- A, 1/2" GWB ON 1 XSS, AT X6 FASCIA "NAILED, TO 2X4 -'SUB FASCf*X� W/ 8d NAILS @ 16"� O.C. ON TRUSSES 4 o. C. GALV. METAL P.T, 1 X3 CONT.,FIRE STOP FLASHING e. 8 Al Z CONC. TIE bt.AM VV ON 1x2 .. P.T z AL" NOTE 4 CONT. TYPICAL 8" NOTE: DROP OVER:, THESE PLANS COMPLY ON 1X6 '2 #5 WITH THE APPLICABLE EACH SIDE ND ADD o.C.. .11 'ATI-10 MINIMUN REQUIiREMENTS' FASCIA 0 ES -TIES��48 BEAM PROVIDE #3 OC- THRUOUT THE FOU N D ATI ON S C H E SIZE EINFORCING,,.�. MARK -REMARKS LW SW D S W # 5 STEM ..WALL:,-,.. 16" 20" CONT. 110c 12#5 A JFOUND.--, A 24 EXISTING FOUNDATION EA • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • BE , IN CONFORMANCE WITH FBC, 1507.' --T-op -19: INSULATION, of Beam (87) 0- A, 1/2" GWB ON 1 XSS, AT X6 FASCIA "NAILED, TO 2X4 -'SUB FASCf*X� W/ 8d NAILS @ 16"� O.C. ON TRUSSES 4 o. C. GALV. METAL P.T, 1 X3 CONT.,FIRE STOP FLASHING e. 8 Al Z CONC. TIE bt.AM VV ON 1x2 .. P.T z AL" NOTE 4 CONT. TYPICAL 8" NOTE: DROP OVER:, THESE PLANS COMPLY ON 1X6 '2 #5 WITH THE APPLICABLE EACH SIDE ND ADD o.C.. .11 'ATI-10 MINIMUN REQUIiREMENTS' FASCIA 0 ES -TIES��48 BEAM PROVIDE #3 OC- THRUOUT THE FOU N D ATI ON S C H E SIZE EINFORCING,,.�. MARK -REMARKS LW SW D S W # 5 STEM ..WALL:,-,.. 16" 20" CONT. 110c 12#5 A JFOUND.--, A 24 EXISTING FOUNDATION EA • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • FOU N D ATI ON S C H E SIZE EINFORCING,,.�. MARK -REMARKS LW SW D S W # 5 STEM ..WALL:,-,.. 16" 20" CONT. 110c 12#5 A JFOUND.--, A 24 EXISTING FOUNDATION EA • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • • STUCCO ON RIBBED AND (4) #3 -TIES 12"OC FROM EACH END OF BUILDING METAL LATH Seal: W/3X24" SCREENED -P 1/2 GWB ON T. 1 X2 'S AT 24" O.C. VENTS AT 8'—o" O.C. W/��R-4.2 INSULATION 1/150 x 312 2.08 SF NDARD,#9 GAGE,LADDER�� TYPE PROVIDE 5TA MIN, ATTI C VENTILATION VERY JOINT REINFORCEMENT AT E SECOND COURSE (16" VERTICALLY} GALV. HURRICANE FOR ALL,EXTERIOR WALLS AND CLIPS NAILED TO EXTEND 4" INTO TIE COLUMNS FASTENED W/114" "TAPCONS11 NESTER CIFUENTES 2X4 P.T. FASTE .-OR TIE �TO STRUCTURAL 'COLUMNS 'P.E. 4" LONG AT 24" O.C. * C.,2' INTO TBM WOOD. BASE Flodda Lie'# 29450 - (2)' COATS OF 4" F 2"E-XPA PAINT ON EXPANSION JOINT STUCCO ON Bit CONC. 4"--CONC. SLAB */6' X 6 X 10/10 W.W.M. BLOCK WALLL ON WATER PROOF MEMBRANE.ON z a.,WELL COMPACTED, FILL 8860 SW 33 TERR�f` c • • 0 FIN FL. Miami, Florida 33 0'- 155_ 305-4808013 N -COMPACTED FILL.,,T.ERMITE: TREATED WELL -SEE FOUNDATION SCHEDULE DIL STATEMENT 0 "COVER' PER VISUAL INSPECTION, SOIL CONDITIPW AT THIS SITE ARE SAND AND ROCK W/,- MI *3" COVER BEARING CAPACITY OF 2000 P.S.F -] 0 N� A L L & T • AT THE TIME OF CONSTRUCTION TIIE�, ENGINEER SHALL 1Y I C SUBMIT TO THE BUILDING ❑OFFICIAC,'A LETTER ATTESTING l'- - ; 01' S THAT THE SITE HAS BEEN OBSERVED AND THAT THE TO*THOSE UPON;- FOUNDATION CONDITIONS ARE SIMILAR WHICH THE DESIGN- IS BASED.-,°' 7 THE RESIDENCE SHALL HAVE A ' ,PRE-CONSTRUCTION TRETMENT. GALV. STEEL:STRAP FOR PROTECTION AGAINST SUBTERRANEAN JERMITE. -TO T14E -S A CERTIFICATE OF •COMPLIANCE, SHALL -BE ISSUDED & SEAT EA. TRUSS BY THE :° PEST CONTROL COMPANY BUILDING DEPARTMENT ! � 1. I �. ' " BENT OVER�,r& NALED* !Nt STATEMENT. WICH CONTAINS . THE FOLLOW, AS PER 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FDR-r THE CON NECTION'SCHEDULE.� :1REVENTION OF SUB-TERRANEAN TERM IT E-'°TREATMENT- IS N'AND LAWS' NCCORDANCE WITH THE RULESIr. S, ESTABLISHED' BY, THE LORIDA DEPARTMENT ❑OF - SERVICES.' Pmject Name and Ad&65 2 4BLOCKING, @ EA'BRACE. 66IR'CULTURE.'�A,ND'C'NSUMER "W/3-16d TOE NAIL 8"X12" RAKED BEAM 'n Topr 19/32" COX PLY. SHAETING ADDITION TO EXIST. RESIDENCE CAP. W/ 2#5 CONT., TO, �TRUSS CATED AT 6566 SW 59C CAP W/ 2#5 CONT. LO MIAMI, FL. 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. • 1X6 FASCIA 'NAILED TO 2X4 77 SUB' FASCIA W/ 8d NAILS @ 77 4" 1#5 WIN CONC.FILLED CELL 2" �X 6" WD. LEDGER W/1/2"O IO/C IN GROUNTED CELL A • X 3- L.EXP.BOLTS @24 -1/2 PRE.FAB. WOOD S 0 24" O'C. TRUSSE 0"4108 S PER' MNFTR. SPICS 6 For revision A TOP OF TBM 2v ELEV. Revision/Issup 4. No. Date DRAWN 1/2" GBW ON • • P.T 1X3'S @ 16" O.C. ON WOOD TRUSSES ®2r -0" (2 COAT PAINT ON 5 B" STUCCO (2 COAT) P.T 1X3 CONT. )I: -BLOCK. ON CONC. FIRE STOP 811x �CONIt. TI 3M. W/-(4) #5 CONT. Chadced Date 2"X4" X BRACING AT,:RIDGE,AT #3 TIES 4@12". O/C'CORNERS ELSE WHERE( 2#5030"X30" BENT 0 CORNERS) STARTING WHERE GABLE HEIGHT • • • 048 EXCEEDS 3'-O" Ownees eppmvsr^'- DoW -16d, CONNECT TO .2. " X 'iW/3 N AILS � EA., FIND cl, sheet PROMDE MP BY BRACING GALV. NAILS(X 1-1t VFR!i' AT BOTH ENDS OF� 'GA SECT ION@ BLE END SCALE: NTS oJob No" 01000 • • AUG, 2Ob8 a. •