09-710-006II!7� I
PROVIDE'
2 #5 BENT BARS � EXTENDING
413 BAR
DIAMETERS FROM EACH END.
IERIOR T
14 -7.,�7
I
II!7� I
IERIOR T
-HEDULE
BE SC SIZE REINFORCING STIRRUPS ',!','4!,1;, 'REM MARK (#3 CLOSEm�[Esy ARKS. H W TOP,. BOTTOM MIDHT PROVIDE #3 7 1 IE� BEAW DROP OVER OPENINGS
ff T8 12" 2 # 5 2 # 5 Ik- MINIMUM 017'1137 EACH SIDE &
AND (4) #3 TIE OG.
8 S CH".END & �BULDINP;l -?..#p'BOTT;`8i,
RKB #3 TIES 10
a CNEW FAA41LY 0 ROOM. TA 2 N •" CONCRETE SLAB _W1 6X6XI 0/1 0 WWM ON - VISQUEEN MEMBRANE ON COMPACTED FILLJERMITE TREATED. ITO MATCH EXISTING FIN FL. ELEV. I-rNOTE:kPRbV.DE,,1 REBARS
`,T �Q�j, P AND BOTTqy.
�6 0
Ar. V AT MIDHEIGHTOF COL I 0 QXY e MIN.'INTO EXIST. COLUMN
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00 I- ----------- 4E NOTE*PRO REBARS 6VDE 6WI� 0 TWO AT� FR P AND BOTTOM AND TWO AT MIOHEIGHT'OF!COLj,, SET EPDXY 4' MIN.-INTO EXI coLum i E II'SCALE--'1/4,'-_ -1.'O' .,-fOUNDATION PLAN EXIST. CONC. •
I011 8! TM BE" 13EAA�A .2 41*5 'W1 EPDXY RESIN, - 'DPdLLffiD-1N MAL IBEM -ONNt T DE
• H, tIGR 197.61 LB 392.8 LB L
IL
I------ ------------ r ----------- ------------ 7 - ------- i t ,5 4
QW 2�VLR'*
II9 0 � sass
Iu II
z 0 1 I PROPOSE 3 NEW R F TO MATC H EXIST. -B, I L 1-4 I0 f 5 I0 0 t�uSTw6_RO0FLR,4T ------------------ 7 -- ------- I L ----------- 1 1-7 --------------------- ROOF PLAN SCALE: 1/4 _011. I
rUUU= •
Ft
COLUMN SCHEDULE ., MARK 'SIZE REINIT TIES REVARX&-. 'UN -F
SOLI (-,
8XII 2 4# 5 Up CRE E,.:
COL CONQRET-E_ 'I3LCK 8X8 1 # 5 FILLEQ,W/GROU I T
STAGGERED JOINTS
PLYWOOD AND HAVE.
r S 3,* , T., I . . .. .......... ... AND SHALL BE FASTENED 4" O.C. ALONG PERIMETER AND 61"!O.C.'IN FIELD. USE 8d
RING SHAN GALV. NAILS. NAILING- SHALL. BE IN CONFORMANCE WITH BC 1507.,
ON 1x2 P.T �'87XII'2" CONC.TIE BEAM W/ NAILER 5 CONT.,.TYPICAL NOTE: ON -1X6 NOT ROP •�OVER.OPENINGS THESE PLANS COMPLY
EACH. SIDE: AND ADD 2 #5 WITH, THE APPLICABLE FASCIA 1 0" O.C.. #3 �ES'AT
MINIMLIN REQUIREMENTS PROVIDE 43 TIES 48', OC THRUOUT THE TIE BEAM OF F. B. C, -BUILDING. STUCCO ON RIBBED OCFROM EACH END OF AND #3 TIES 12 METAL LATH. FOUNDATION SCHEDULE W/3 X24 SCREENED Seal. 31 T k11:kITQ . A T W_ n" n I- Z GWB ON. P.T. - 1 X2's A' 24 O.C. •
d.
W1 R' 4.2 INSULATION MARK SIZE REINFORCING`�;. REMARKS:.`::: J150 x 312 2�0& SF IMIN. -ATTIC VENTILATION PROVIDE STANDARD #9 GAGE LADDER TYPE JOINT REINFORCEMENT AT EVERY A STEM �zWAL�,-�- SECOND COURSE (16"* VERTICALLY) I1611 X 12$0 2. 5 CON-,.;- GALV. HURRICANE JFOUN FOR ALL EXTERIOR WALLS AND /A' CLIPS NAILED TO EXTEND 4' INTO -TIE COLUMNS- 2X4 Pj� 'FASTENEI NESTORCIFUENTES' W/1 /4" "TAPCONS" R TIE TO STRUCTURAL COLUMNS 'EXISTING FOUNDATION 4" LONG "AT -24 O.C.,2' INTO TBM WHIAIVIII FL,
1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ O/C @48 1 #5 ,SIN CONC.FILLED CELL • ••
Ir E_ k COATS 0 VF -VVUUU bAbt- Flodda.0 PAINT ON 5/8 /2" EXPANSION 'JOINT ISTUCCO ON 8 coNc., BLOCK WALLL ON C. SLAB W/6 X 6 X 10/110-W.W.M., 4 ON WATER ..PROOF, MEMBRANE ON -WELL,. COMPACTED FILL 0'—O" FIN FL. 8860 SW 33 TERR.��'f :t'. Miami, Florida 000==-- I305-4808013
TRUSS CONNECTOR SCHEDULE, MARK MANUF.* NUMBER. NAILING CAPACITY (CBS) N.O.A. NVHTA 20 NU-VUE 20"16d 4133" Lat7 03- 0224:1D WRT 20 NU -WE 14 -16d 03-�:0327. 14 059, LBS
Trt-
TREATED SEE., FOUNDATION_SCHEDULE -j_.-3 COVER I3 COVER TI 0 I\1
T Y P I --W 'A L L S E 'G ISC: 3/4 V-0" GALV. STEEL STRAP & SEAT EA. TRUSS BENT OV,ER...'&.-,N AILED AS PER CONNECTION SCHEDULE. 2 X 4BLOCKING @ EA.BRACE.. Project Name and Address 'Z_1 MA Tnt7 NAIL'" 8"X1 2" RAKED'BEAM -\
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.
a CNEW FAA41LY 0 ROOM. TA 2 N •" CONCRETE SLAB _W1 6X6XI 0/1 0 WWM ON - VISQUEEN MEMBRANE ON COMPACTED FILLJERMITE TREATED. ITO MATCH EXISTING FIN FL. ELEV. I-rNOTE:kPRbV.DE,,1 REBARS
`,T �Q�j, P AND BOTTqy.
�6 0
Ar. V AT MIDHEIGHTOF COL I 0 QXY e MIN.'INTO EXIST. COLUMN
kv
1
fv
00 I- ----------- 4E NOTE*PRO REBARS 6VDE 6WI� 0 TWO AT� FR P AND BOTTOM AND TWO AT MIOHEIGHT'OF!COLj,, SET EPDXY 4' MIN.-INTO EXI coLum i E II'SCALE--'1/4,'-_ -1.'O' .,-fOUNDATION PLAN EXIST. CONC. •
I011 8! TM BE" 13EAA�A .2 41*5 'W1 EPDXY RESIN, - 'DPdLLffiD-1N MAL IBEM -ONNt T DE
• H, tIGR 197.61 LB 392.8 LB L
IL
I------ ------------ r ----------- ------------ 7 - ------- i t ,5 4
QW 2�VLR'*
II9 0 � sass
Iu II
z 0 1 I PROPOSE 3 NEW R F TO MATC H EXIST. -B, I L 1-4 I0 f 5 I0 0 t�uSTw6_RO0FLR,4T ------------------ 7 -- ------- I L ----------- 1 1-7 --------------------- ROOF PLAN SCALE: 1/4 _011. I
rUUU= •
Ft
COLUMN SCHEDULE ., MARK 'SIZE REINIT TIES REVARX&-. 'UN -F
SOLI (-,
8XII 2 4# 5 Up CRE E,.:
COL CONQRET-E_ 'I3LCK 8X8 1 # 5 FILLEQ,W/GROU I T
STAGGERED JOINTS
PLYWOOD AND HAVE.
r S 3,* , T., I . . .. .......... ... AND SHALL BE FASTENED 4" O.C. ALONG PERIMETER AND 61"!O.C.'IN FIELD. USE 8d
RING SHAN GALV. NAILS. NAILING- SHALL. BE IN CONFORMANCE WITH BC 1507.,
ON 1x2 P.T �'87XII'2" CONC.TIE BEAM W/ NAILER 5 CONT.,.TYPICAL NOTE: ON -1X6 NOT ROP •�OVER.OPENINGS THESE PLANS COMPLY
EACH. SIDE: AND ADD 2 #5 WITH, THE APPLICABLE FASCIA 1 0" O.C.. #3 �ES'AT
MINIMLIN REQUIREMENTS PROVIDE 43 TIES 48', OC THRUOUT THE TIE BEAM OF F. B. C, -BUILDING. STUCCO ON RIBBED OCFROM EACH END OF AND #3 TIES 12 METAL LATH. FOUNDATION SCHEDULE W/3 X24 SCREENED Seal. 31 T k11:kITQ . A T W_ n" n I- Z GWB ON. P.T. - 1 X2's A' 24 O.C. •
d.
W1 R' 4.2 INSULATION MARK SIZE REINFORCING`�;. REMARKS:.`::: J150 x 312 2�0& SF IMIN. -ATTIC VENTILATION PROVIDE STANDARD #9 GAGE LADDER TYPE JOINT REINFORCEMENT AT EVERY A STEM �zWAL�,-�- SECOND COURSE (16"* VERTICALLY) I1611 X 12$0 2. 5 CON-,.;- GALV. HURRICANE JFOUN FOR ALL EXTERIOR WALLS AND /A' CLIPS NAILED TO EXTEND 4' INTO -TIE COLUMNS- 2X4 Pj� 'FASTENEI NESTORCIFUENTES' W/1 /4" "TAPCONS" R TIE TO STRUCTURAL COLUMNS 'EXISTING FOUNDATION 4" LONG "AT -24 O.C.,2' INTO TBM WHIAIVIII FL,
1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ O/C @48 1 #5 ,SIN CONC.FILLED CELL • ••
Ir E_ k COATS 0 VF -VVUUU bAbt- Flodda.0 PAINT ON 5/8 /2" EXPANSION 'JOINT ISTUCCO ON 8 coNc., BLOCK WALLL ON C. SLAB W/6 X 6 X 10/110-W.W.M., 4 ON WATER ..PROOF, MEMBRANE ON -WELL,. COMPACTED FILL 0'—O" FIN FL. 8860 SW 33 TERR.��'f :t'. Miami, Florida 000==-- I305-4808013
TRUSS CONNECTOR SCHEDULE, MARK MANUF.* NUMBER. NAILING CAPACITY (CBS) N.O.A. NVHTA 20 NU-VUE 20"16d 4133" Lat7 03- 0224:1D WRT 20 NU -WE 14 -16d 03-�:0327. 14 059, LBS
Trt-
TREATED SEE., FOUNDATION_SCHEDULE -j_.-3 COVER I3 COVER TI 0 I\1
T Y P I --W 'A L L S E 'G ISC: 3/4 V-0" GALV. STEEL STRAP & SEAT EA. TRUSS BENT OV,ER...'&.-,N AILED AS PER CONNECTION SCHEDULE. 2 X 4BLOCKING @ EA.BRACE.. Project Name and Address 'Z_1 MA Tnt7 NAIL'" 8"X1 2" RAKED'BEAM -\
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.
II9 0 � sass
Iu II
z 0 1 I PROPOSE 3 NEW R F TO MATC H EXIST. -B, I L 1-4 I0 f 5 I0 0 t�uSTw6_RO0FLR,4T ------------------ 7 -- ------- I L ----------- 1 1-7 --------------------- ROOF PLAN SCALE: 1/4 _011. I
rUUU= •
Ft
COLUMN SCHEDULE ., MARK 'SIZE REINIT TIES REVARX&-. 'UN -F
SOLI (-,
8XII 2 4# 5 Up CRE E,.:
COL CONQRET-E_ 'I3LCK 8X8 1 # 5 FILLEQ,W/GROU I T
STAGGERED JOINTS
PLYWOOD AND HAVE.
r S 3,* , T., I . . .. .......... ... AND SHALL BE FASTENED 4" O.C. ALONG PERIMETER AND 61"!O.C.'IN FIELD. USE 8d
RING SHAN GALV. NAILS. NAILING- SHALL. BE IN CONFORMANCE WITH BC 1507.,
ON 1x2 P.T �'87XII'2" CONC.TIE BEAM W/ NAILER 5 CONT.,.TYPICAL NOTE: ON -1X6 NOT ROP •�OVER.OPENINGS THESE PLANS COMPLY
EACH. SIDE: AND ADD 2 #5 WITH, THE APPLICABLE FASCIA 1 0" O.C.. #3 �ES'AT
MINIMLIN REQUIREMENTS PROVIDE 43 TIES 48', OC THRUOUT THE TIE BEAM OF F. B. C, -BUILDING. STUCCO ON RIBBED OCFROM EACH END OF AND #3 TIES 12 METAL LATH. FOUNDATION SCHEDULE W/3 X24 SCREENED Seal. 31 T k11:kITQ . A T W_ n" n I- Z GWB ON. P.T. - 1 X2's A' 24 O.C. •
d.
W1 R' 4.2 INSULATION MARK SIZE REINFORCING`�;. REMARKS:.`::: J150 x 312 2�0& SF IMIN. -ATTIC VENTILATION PROVIDE STANDARD #9 GAGE LADDER TYPE JOINT REINFORCEMENT AT EVERY A STEM �zWAL�,-�- SECOND COURSE (16"* VERTICALLY) I1611 X 12$0 2. 5 CON-,.;- GALV. HURRICANE JFOUN FOR ALL EXTERIOR WALLS AND /A' CLIPS NAILED TO EXTEND 4' INTO -TIE COLUMNS- 2X4 Pj� 'FASTENEI NESTORCIFUENTES' W/1 /4" "TAPCONS" R TIE TO STRUCTURAL COLUMNS 'EXISTING FOUNDATION 4" LONG "AT -24 O.C.,2' INTO TBM WHIAIVIII FL,
1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ O/C @48 1 #5 ,SIN CONC.FILLED CELL • ••
Ir E_ k COATS 0 VF -VVUUU bAbt- Flodda.0 PAINT ON 5/8 /2" EXPANSION 'JOINT ISTUCCO ON 8 coNc., BLOCK WALLL ON C. SLAB W/6 X 6 X 10/110-W.W.M., 4 ON WATER ..PROOF, MEMBRANE ON -WELL,. COMPACTED FILL 0'—O" FIN FL. 8860 SW 33 TERR.��'f :t'. Miami, Florida 000==-- I305-4808013
TRUSS CONNECTOR SCHEDULE, MARK MANUF.* NUMBER. NAILING CAPACITY (CBS) N.O.A. NVHTA 20 NU-VUE 20"16d 4133" Lat7 03- 0224:1D WRT 20 NU -WE 14 -16d 03-�:0327. 14 059, LBS
Trt-
TREATED SEE., FOUNDATION_SCHEDULE -j_.-3 COVER I3 COVER TI 0 I\1
T Y P I --W 'A L L S E 'G ISC: 3/4 V-0" GALV. STEEL STRAP & SEAT EA. TRUSS BENT OV,ER...'&.-,N AILED AS PER CONNECTION SCHEDULE. 2 X 4BLOCKING @ EA.BRACE.. Project Name and Address 'Z_1 MA Tnt7 NAIL'" 8"X1 2" RAKED'BEAM -\
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.
z 0 1 I PROPOSE 3 NEW R F TO MATC H EXIST. -B, I L 1-4 I0 f 5 I0 0 t�uSTw6_RO0FLR,4T ------------------ 7 -- ------- I L ----------- 1 1-7 --------------------- ROOF PLAN SCALE: 1/4 _011. I
rUUU= •
Ft
COLUMN SCHEDULE ., MARK 'SIZE REINIT TIES REVARX&-. 'UN -F
SOLI (-,
8XII 2 4# 5 Up CRE E,.:
COL CONQRET-E_ 'I3LCK 8X8 1 # 5 FILLEQ,W/GROU I T
STAGGERED JOINTS
PLYWOOD AND HAVE.
r S 3,* , T., I . . .. .......... ... AND SHALL BE FASTENED 4" O.C. ALONG PERIMETER AND 61"!O.C.'IN FIELD. USE 8d
RING SHAN GALV. NAILS. NAILING- SHALL. BE IN CONFORMANCE WITH BC 1507.,
ON 1x2 P.T �'87XII'2" CONC.TIE BEAM W/ NAILER 5 CONT.,.TYPICAL NOTE: ON -1X6 NOT ROP •�OVER.OPENINGS THESE PLANS COMPLY
EACH. SIDE: AND ADD 2 #5 WITH, THE APPLICABLE FASCIA 1 0" O.C.. #3 �ES'AT
MINIMLIN REQUIREMENTS PROVIDE 43 TIES 48', OC THRUOUT THE TIE BEAM OF F. B. C, -BUILDING. STUCCO ON RIBBED OCFROM EACH END OF AND #3 TIES 12 METAL LATH. FOUNDATION SCHEDULE W/3 X24 SCREENED Seal. 31 T k11:kITQ . A T W_ n" n I- Z GWB ON. P.T. - 1 X2's A' 24 O.C. •
d.
W1 R' 4.2 INSULATION MARK SIZE REINFORCING`�;. REMARKS:.`::: J150 x 312 2�0& SF IMIN. -ATTIC VENTILATION PROVIDE STANDARD #9 GAGE LADDER TYPE JOINT REINFORCEMENT AT EVERY A STEM �zWAL�,-�- SECOND COURSE (16"* VERTICALLY) I1611 X 12$0 2. 5 CON-,.;- GALV. HURRICANE JFOUN FOR ALL EXTERIOR WALLS AND /A' CLIPS NAILED TO EXTEND 4' INTO -TIE COLUMNS- 2X4 Pj� 'FASTENEI NESTORCIFUENTES' W/1 /4" "TAPCONS" R TIE TO STRUCTURAL COLUMNS 'EXISTING FOUNDATION 4" LONG "AT -24 O.C.,2' INTO TBM WHIAIVIII FL,
1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ O/C @48 1 #5 ,SIN CONC.FILLED CELL • ••
Ir E_ k COATS 0 VF -VVUUU bAbt- Flodda.0 PAINT ON 5/8 /2" EXPANSION 'JOINT ISTUCCO ON 8 coNc., BLOCK WALLL ON C. SLAB W/6 X 6 X 10/110-W.W.M., 4 ON WATER ..PROOF, MEMBRANE ON -WELL,. COMPACTED FILL 0'—O" FIN FL. 8860 SW 33 TERR.��'f :t'. Miami, Florida 000==-- I305-4808013
TRUSS CONNECTOR SCHEDULE, MARK MANUF.* NUMBER. NAILING CAPACITY (CBS) N.O.A. NVHTA 20 NU-VUE 20"16d 4133" Lat7 03- 0224:1D WRT 20 NU -WE 14 -16d 03-�:0327. 14 059, LBS
Trt-
TREATED SEE., FOUNDATION_SCHEDULE -j_.-3 COVER I3 COVER TI 0 I\1
T Y P I --W 'A L L S E 'G ISC: 3/4 V-0" GALV. STEEL STRAP & SEAT EA. TRUSS BENT OV,ER...'&.-,N AILED AS PER CONNECTION SCHEDULE. 2 X 4BLOCKING @ EA.BRACE.. Project Name and Address 'Z_1 MA Tnt7 NAIL'" 8"X1 2" RAKED'BEAM -\
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.
RING SHAN GALV. NAILS. NAILING- SHALL. BE IN CONFORMANCE WITH BC 1507.,
ON 1x2 P.T �'87XII'2" CONC.TIE BEAM W/ NAILER 5 CONT.,.TYPICAL NOTE: ON -1X6 NOT ROP •�OVER.OPENINGS THESE PLANS COMPLY
EACH. SIDE: AND ADD 2 #5 WITH, THE APPLICABLE FASCIA 1 0" O.C.. #3 �ES'AT
MINIMLIN REQUIREMENTS PROVIDE 43 TIES 48', OC THRUOUT THE TIE BEAM OF F. B. C, -BUILDING. STUCCO ON RIBBED OCFROM EACH END OF AND #3 TIES 12 METAL LATH. FOUNDATION SCHEDULE W/3 X24 SCREENED Seal. 31 T k11:kITQ . A T W_ n" n I- Z GWB ON. P.T. - 1 X2's A' 24 O.C. •
d.
W1 R' 4.2 INSULATION MARK SIZE REINFORCING`�;. REMARKS:.`::: J150 x 312 2�0& SF IMIN. -ATTIC VENTILATION PROVIDE STANDARD #9 GAGE LADDER TYPE JOINT REINFORCEMENT AT EVERY A STEM �zWAL�,-�- SECOND COURSE (16"* VERTICALLY) I1611 X 12$0 2. 5 CON-,.;- GALV. HURRICANE JFOUN FOR ALL EXTERIOR WALLS AND /A' CLIPS NAILED TO EXTEND 4' INTO -TIE COLUMNS- 2X4 Pj� 'FASTENEI NESTORCIFUENTES' W/1 /4" "TAPCONS" R TIE TO STRUCTURAL COLUMNS 'EXISTING FOUNDATION 4" LONG "AT -24 O.C.,2' INTO TBM WHIAIVIII FL,
1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ O/C @48 1 #5 ,SIN CONC.FILLED CELL • ••
Ir E_ k COATS 0 VF -VVUUU bAbt- Flodda.0 PAINT ON 5/8 /2" EXPANSION 'JOINT ISTUCCO ON 8 coNc., BLOCK WALLL ON C. SLAB W/6 X 6 X 10/110-W.W.M., 4 ON WATER ..PROOF, MEMBRANE ON -WELL,. COMPACTED FILL 0'—O" FIN FL. 8860 SW 33 TERR.��'f :t'. Miami, Florida 000==-- I305-4808013
TRUSS CONNECTOR SCHEDULE, MARK MANUF.* NUMBER. NAILING CAPACITY (CBS) N.O.A. NVHTA 20 NU-VUE 20"16d 4133" Lat7 03- 0224:1D WRT 20 NU -WE 14 -16d 03-�:0327. 14 059, LBS
Trt-
TREATED SEE., FOUNDATION_SCHEDULE -j_.-3 COVER I3 COVER TI 0 I\1
T Y P I --W 'A L L S E 'G ISC: 3/4 V-0" GALV. STEEL STRAP & SEAT EA. TRUSS BENT OV,ER...'&.-,N AILED AS PER CONNECTION SCHEDULE. 2 X 4BLOCKING @ EA.BRACE.. Project Name and Address 'Z_1 MA Tnt7 NAIL'" 8"X1 2" RAKED'BEAM -\
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.
d.
W1 R' 4.2 INSULATION MARK SIZE REINFORCING`�;. REMARKS:.`::: J150 x 312 2�0& SF IMIN. -ATTIC VENTILATION PROVIDE STANDARD #9 GAGE LADDER TYPE JOINT REINFORCEMENT AT EVERY A STEM �zWAL�,-�- SECOND COURSE (16"* VERTICALLY) I1611 X 12$0 2. 5 CON-,.;- GALV. HURRICANE JFOUN FOR ALL EXTERIOR WALLS AND /A' CLIPS NAILED TO EXTEND 4' INTO -TIE COLUMNS- 2X4 Pj� 'FASTENEI NESTORCIFUENTES' W/1 /4" "TAPCONS" R TIE TO STRUCTURAL COLUMNS 'EXISTING FOUNDATION 4" LONG "AT -24 O.C.,2' INTO TBM WHIAIVIII FL,
1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ O/C @48 1 #5 ,SIN CONC.FILLED CELL • ••
Ir E_ k COATS 0 VF -VVUUU bAbt- Flodda.0 PAINT ON 5/8 /2" EXPANSION 'JOINT ISTUCCO ON 8 coNc., BLOCK WALLL ON C. SLAB W/6 X 6 X 10/110-W.W.M., 4 ON WATER ..PROOF, MEMBRANE ON -WELL,. COMPACTED FILL 0'—O" FIN FL. 8860 SW 33 TERR.��'f :t'. Miami, Florida 000==-- I305-4808013
TRUSS CONNECTOR SCHEDULE, MARK MANUF.* NUMBER. NAILING CAPACITY (CBS) N.O.A. NVHTA 20 NU-VUE 20"16d 4133" Lat7 03- 0224:1D WRT 20 NU -WE 14 -16d 03-�:0327. 14 059, LBS
Trt-
TREATED SEE., FOUNDATION_SCHEDULE -j_.-3 COVER I3 COVER TI 0 I\1
T Y P I --W 'A L L S E 'G ISC: 3/4 V-0" GALV. STEEL STRAP & SEAT EA. TRUSS BENT OV,ER...'&.-,N AILED AS PER CONNECTION SCHEDULE. 2 X 4BLOCKING @ EA.BRACE.. Project Name and Address 'Z_1 MA Tnt7 NAIL'" 8"X1 2" RAKED'BEAM -\
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.
TRUSS CONNECTOR SCHEDULE, MARK MANUF.* NUMBER. NAILING CAPACITY (CBS) N.O.A. NVHTA 20 NU-VUE 20"16d 4133" Lat7 03- 0224:1D WRT 20 NU -WE 14 -16d 03-�:0327. 14 059, LBS
Trt-
TREATED SEE., FOUNDATION_SCHEDULE -j_.-3 COVER I3 COVER TI 0 I\1
T Y P I --W 'A L L S E 'G ISC: 3/4 V-0" GALV. STEEL STRAP & SEAT EA. TRUSS BENT OV,ER...'&.-,N AILED AS PER CONNECTION SCHEDULE. 2 X 4BLOCKING @ EA.BRACE.. Project Name and Address 'Z_1 MA Tnt7 NAIL'" 8"X1 2" RAKED'BEAM -\
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.
Trt-
TREATED SEE., FOUNDATION_SCHEDULE -j_.-3 COVER I3 COVER TI 0 I\1
T Y P I --W 'A L L S E 'G ISC: 3/4 V-0" GALV. STEEL STRAP & SEAT EA. TRUSS BENT OV,ER...'&.-,N AILED AS PER CONNECTION SCHEDULE. 2 X 4BLOCKING @ EA.BRACE.. Project Name and Address 'Z_1 MA Tnt7 NAIL'" 8"X1 2" RAKED'BEAM -\
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.
W/ 2#5 CONT. /32' COX PLY. SHAETING CAP TO TRUSS AbDITIONTO EXIST. RESIDENCI •
F.
•
CAP W/ 2#5'CONT. LOCATED AT 6566 SW 59 C
e. e.