13-550-047EL. 23' -4"
T /BEAM
EL. 12' -p "1
T /TIE BEEAM
EL. 0' -01
T /5LAB
%a" CDX PLYWOOD SHEATHING
W /106 SHANK RING NAILS a 6"
O.C. (4" e PERIMETER)
2 "x4" BLOCKING (10)d NAILS
-w4 ",2 Yz" ,) PERIMETER REFER
TO PLAN FOR LIMITS
PRE - ENGINEERED
WOOD ROOF TRUSSES ,@
12" PSI JOIST
iw4" -6" O /C.
(BEYOND)
24' O /C.
GONG. TIE BEAM
(SEE PLAN
a SCHEDULE)
4" CONC, 5LA5
(SEE PLAN
FOR REINF.)
CONC. TIE
BEAM SEE PLAN
$SCHEDULE
a" MASONRY WALL W/%
Q 32 Cl(--, IN 3000 P51
GROUT FILLED CELLS
W/ 5TD 90 °HK,
NEW 4" CONC;
SLAB REINF
W/ 6x(o- WI,4xW1.4 WWF
OVER 6 MIL
VAPOR BARRIER 8 WELL
COMPACTED FILLED.
CONC, FOOTING.
(SEE PLAN &
SCHEDULE)
8"x8" GONG CAP
W/2 05 CONT (TYP.)
STRAP
SEE PLAN.
311xQ11 II ID
RAFTERS
a 24" O/C,
3 "x12" WD BEAM
3/4" CDX PLYWOOD
SHEATHING W/10d SHANK
RING NAILS e 6" O.G.
(411 @ PERIMETER)
STEEL COLUMN
(BEYOND)
SEE PLAN
e SCHEDULE
" CONC SLAB
CONIC. BEAM
SEE PLAN
S SCHEDULE
MASONRY
COLUMN
(BEYOND)
SEE PLAN
a SCHEDULE
NEW 4" GONG.
SLAB RE INF
W/ 6x6- WI.4xWl.4 WWF
OVER 6 MIL
VAPOR BARRIER d WELL
COMPACTED FILLED.
—IN
°. GONG. FOOTING
BEYOND (SEE PLAN
8 SCHEDULE)
SECTION
SGALF. 1/211 =1' =(711
/a" CDX PLYWOOD SHEATHING W /10d
SHANK RING NAILS w 6" O.C. OVER
I "x6" T6G DECKING W /(2) 10d RING
SHANK NAILS fD EAGH PLANK
1
5 -1
V %,11
L allxal w2 l
(4P /a "Ox4" WELDED
HEADED STUDS
�5 CONT.
ha" CDX PLYWOOD SHEATHING
W /10d SHANK RING NAILS Q 6"
O.C. (4" e PERIMETER)
2 "x4" BLOCKING (10)6 NAILS
,@4",2 y" m PERIMETER REFER
TO PLAN FOR LIMITS
I /2 "I THRU BOLTS e12"
�O /C W/NUT5 & WASHERS
STAGGERED
CONIC. FOOTINGx.
(SEE PLAN $
5CIHEDULE )
SECTION
S�/
CALF: 1/211=1'-O'' S-�o
%a" CDX PLYWOOD SHEATHING W /10d
SHANK RING NAILS a 6" O.C. OVER
I "x6" T4G DECKING W /(2) 10d RING
SHANK NAILS e EACH PLANK
(4)5 /a "Ox4" WELDED
HEADED STUDS
SECTION
5CALF: 1/211 =1' =O11
J/10d
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DATE
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JOB
13029
SHEET
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OF
SHEETS
PAULA. MARTINEZ
FLORIDA REG. No. 42650
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