10-285-0262" x 8" CONT. PT NAILER W/ 112"0 x 3�2" EMBEDMENT
COUNTERSUNK HILTI KWIK 3 EXP. BOLTS @ 18" o.c
NAILED TO PLYWOOD SHEATHING
W/ I Od x I%2" 5HANKED NAILS @ 4" o.c
5 716" x 18" GLU LAM BEAM
T/ BEAM + I G' -2"
RB -7
CONC.BEAM SEE
BEAM SCHEDULE
FOR REINF.
CONC.TB BEAM SEE
BEAM SCHEDULE FOR REINF.
8" CONC. BLOCK WALL
#9 GA LADDER TYPE
HORIZ. REINF. EVERY
OTHER COURSE
AND #G VERT. @ 40"
3" x G" PT NAILER TOE NAILED BETWEEN TRUSSES AND —
W//4" O x 3" EMBEDMENTNTAPCON5 @ 12" MAX INTO
CONCRETE AND NAILED TO DECK W / 10 d SHANKED NAILS
@ 4" oc.
(2) 2" x 8" PT LEDGERS W/ 314" O x 5" EMBEDMENT
HILTI KWIK 3 EXP. BOLTS @ 18" o.c (NOA. OG- 0810.1 3)
T/ BEAM + 10' -0"
B/ BEAM + 8' -0"
ELEVATION ( +2' -0 ")
CONC. COLUMN BEYON
Y2" PREMOLDED JOINT
SEALANT (TYP)
O- Q• .d
f e 4 e e
SECTION
5CALE: 3/4"= l'-0"
u
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r.
.Z
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a, �G
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o •
5/8" CDX EXTERIOR PLYWOOD
W/ 10 d 5HANKED NAILS @ 3" o.c
2" x G" OUTRIGGER5 @ 24" o.c
NU -VUE NVJ24 HANGER.
2" x G" PT LEDGER
W/ 2" 0 x 4" EMBEDMENT
HILTI KWIK 3 EXP. BOLTS @ 18" o.c
NU -VUE NVRT 20 STRAP W/ 5-1 G d's
INTO TRUSS AND 5-1 G d's INTO LEDGER
(NOA. 08 -0326. 1 1)
PREFAB WOOD TRUSSES
AT 2' -0" o.c
2" x G" CONT. "
BOTT. CHORD
BRACING
RD-G
CONC.BEAM SEE
BEAM SCHEDULE
FOR REINF.
RB -1
CONC. BEAM BEYOND
8 "x8" WINDOWS SILL
W / 2 #5 CONT.
8" CONC. BLOCK WALL #9 GA LADDER TYPE
HORIZ. REINF. EVERY OTHER COURSE.
4" CONC.51-AB
W /GxGW 1.4xW1.4WWF
OVER VAPOR BARRIER.
PRE MOLDED JOINT
SEALANT (TYP)
CONT. FOOTI NG
SEE FOUNDATION PLAN.
T/
8 "X 12" CONC. RAKED
BEAM, SEE BM SCHEDULE
8" CONC. BLK. WALL
T/ BE/
8 "X 12" CONC. TIE
BEAM, 5EE BM SCHEDULE
5 /a" EXTERIOR GRADE CDX PLYWOOD
TRUSS STRAP
SEE ROOF FRAMING
i
i
i
L
i
RB -1
CONC.BEAM SEE
BEAM SCHEDULE
FOR REINF.
2" CDX EXTERIOR PLYWOOD
W /8d NAILS @ G" OC. AT
EDGES AND INTERIOR SUPPORTS.
CONC. BLOCK COLUMN
BEYOND.
I # 5 CONT.
SECTION 2
SCALE: 3/8 "= I' -0" S -6
>/8" CDX PLYWOOD
2 "XG" OUTLOOKER @ 24" OC.
NU -VUE NVJ24 W/ G- I Od NAILS TO TRU55
AND 4- 1 Od X 1 1/2" NAILS THRU OUTLOOKER
PREFAB. WOOD TRUSS
2 "XG" CROSS BRACING TOE NAILED
W12-1 GD NAILS AT EACH END
NU -VUE NVSTA 12 TRUSS ANCHOR W/
4- 1 Od NAILS AT SEAT PLATE AND
4 -1 Od X 1 1/2" NAILS TH RU STRAP
2 "XG" P.T. X I G" LONG
W/2 -5/8" DIAM. X 5" EXP. BOLTS
W /NU -VUE NVHCR CLIPS
WIG- I ODS TO NAILER
*- G- I ODS TO BRACING, TYP.
CITY OF SOUTH MIAMI
BUILDING EEPT.
STRUCTURALL SECTION
;PPROVED BY:
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ISSUANCES
DATE TITLE
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4848 SW 74th Cr., MIAMI, FL
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(305) 667 -7628
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DATE
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12.01.09
SHEET NUMBER
S-6