05-675-008SUMMARY OF MINIMUM DESIGN LOADS
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NOTE-
CONTRACTOR 4 TRUSS i`i`IANUP. TO VERIPY
rNDITIONS E3EI =ORE
DRALLN. TRUSS SHOP
ID TO ARCHITECT Ot
/ /AL,
SCALE: 1/4" = 1' -0"
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w ' 'JEW ENGLERT 24 GA. GALVA LUME I -SEAM
FLAT PANEL ON (2) LAYERS 15 FELT
APPLIED W/ APPROVED RING- SHANK,
= "`CJN- CAPPED NAIL$ a 9' O.C. a LAP 4
121' IN TWO ROWS STAGGERED ALONG PRI = -FAB IUD. TRU5SI =5 y, ��..:
y r •- y .0 ENTER OF SHEET TO MATCH EXISTING -024' O.C. lTY , G },a >.. Jr), ��.
;.
TOP OF 15EAPI
EL. + V -2' AF 4.
EXISTING CONE WAL
6 X 6 10/10 WWF
FIN. GRADE
FIN. FLOOR
EL. + 0' -0' .,
P
DETAIL
SCALE: 3/4' =I' -O'
�o "
R -30 SUL.
u
NEW 5P RT 16 W/ 8 - I<od NAILS
a 1=ACH TRUSS 4 4 - 3116'0 T PCON5
W/ 1 1/2' EMP1 =D5 TO EX15TINO TIE BEAM
NEW 1/2' GYP. BD. CEILING
W/ MTL. FURRING STRIP
1x4 P.T. FIRE STOP
— 1/2' PRIVAIL OVER I X 2
FURR. a 16' O.C.
R -4.1 INSULATION
WOOD BASE
S DOWEL5 a 12' O.C.
INTO GROUTED CELLS
4' CONC. 5LAB ON GRADE
W/ 6X6 - 1.4x1.4 WW MESH OVER
6 MILL VAPOR BARRIER ON
COMPACTED FILL 4 TERMITE
TREATED SOIL
- 5 TRAN9VI =RSE BARXroo' ' s
a 12' O.C. (TYPICAL) i.
WELL COMPACTED 501E till
FILL, TERMITE TREATED .� .
EXISTING FOOTING
WALL 5ECT14N
SCALE: 3/4' -1' -0"
EAM SCHEDULE
:K
51ZE
REINFORGING
4 S'a 4 03 TIES w 12 O.C.
REMAR<S
3-1
- -
S'xl2'
- I
8"x12"
4 #6 BARS W/03 5TIRR. a 4" O.C.
* EA OUTLOOKER
s 2X4 BLOCKING W /Bd NAILS
It
• IX2 WD. FJRR. * 16' O.C. IN
• 2X4 BLOCKING NAILED
W/ 2 -16d NAILS EA END.
IX4 LEDGER NAILED TO
VE 51`1 W/ CUT NAILS
6' O.C. STAGGERED.
TB -1
5EE WALL SECTION FOR
CEILING 4 WALL FINISH.
GABLE END DETAIL @ 20' -0" O.C. ALONG BLDG
SCALE: 1/2 " -V -D'
— 0
UPPORT f 0.3E
-CONT, TOP BARS 40 DIA.
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MICHAEL A. HERON
DESIGN
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-.may T....Y cx •,� "4•�
11010 SW 13TH STREET
PEMBROKE PINES, FL 33025
PHONE: (954) 392 -3801
FACSIMILE: (954)j92 -992)
LkNDE RS, i.P
C(; NSUIJIN "ENGTEE
P.Ei O 03$8,1`
4
7850 146TH ST, SUITE 509 MIA,Iv141 FL 33016
PHONE: (3Q5) 823 X938 FAXE 130,S) 823-935
}� W
2X4 5UB FACIA
5/6' CDX PLWD. SHEATING %?t,.
"T
W/2_lod NAILS
NAILED TO GABLE END TRUSS
* EA OUTLOOKER
s 2X4 BLOCKING W /Bd NAILS
AT 4' O.G. AND TWO ADJECENT
e
HURRICANE CLI
TRUSSES AT 6' O.C.
® BOTH SIDES.
.°
2X4 BLOCKING NAILED
W/2 -15d NAILS EA END.
i
2X4 NORM SCAB NAILEp
W/ 2 -8d * EA INTER5ECf.
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MEMBER.
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SEE WALL SECT.
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=>
C5
* EA END AT S' -0' O.G. MA
'
ALONG GABLE END.
t
• IX2 WD. FJRR. * 16' O.C. IN
• 2X4 BLOCKING NAILED
W/ 2 -16d NAILS EA END.
IX4 LEDGER NAILED TO
VE 51`1 W/ CUT NAILS
6' O.C. STAGGERED.
TB -1
5EE WALL SECTION FOR
CEILING 4 WALL FINISH.
GABLE END DETAIL @ 20' -0" O.C. ALONG BLDG
SCALE: 1/2 " -V -D'
— 0
UPPORT f 0.3E
-CONT, TOP BARS 40 DIA.
0.3L
e. .
k
'L TOP BA 5 a
MICHAEL A. HERON
DESIGN
� I
-.may T....Y cx •,� "4•�
11010 SW 13TH STREET
PEMBROKE PINES, FL 33025
PHONE: (954) 392 -3801
FACSIMILE: (954)j92 -992)
LkNDE RS, i.P
C(; NSUIJIN "ENGTEE
P.Ei O 03$8,1`
4
7850 146TH ST, SUITE 509 MIA,Iv141 FL 33016
PHONE: (3Q5) 823 X938 FAXE 130,S) 823-935
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