12-1371-018%" CDX PLYWOOD SHEATHING
W/10d SHANK RING NAILS 0 6"
Off. (4" 0 PERIMETI=R)
12
(--L)X PLYWOOD SHEATHING 5
W/IOd SHANK RING N,411 5 06"� HURRICANE STRAP -�
O.C. (4" 0 PERIMETER) SEE PLAN. /
%" CDX PLYWOOD SHEATHING
W1106 SHANK RING NAILS 0 6'1
O.C. (411 0 PERIMETER)
12
HURRICANE STRAP
SEE PLAN.
1_1. +22'-311
TOP OF BFAI'1
12 2" CDX PLYWOOD A
5 SHEATHING W/5d
SHANK RING NAILS 0 611 I -6
�\N. (TYP.) O.N. (TYPJ
O.G. (4" e PERIMETER)
PRE-ENGINEERED WOOD
ROOF TRUSSES 0 24'c/a
- CONC. TIE BEAM
EL. +20'-I" .xx5EE PLAN 4 5( )ULE
TOP OF BEAM
PR1z-FRIG INEERED WOOD
ROOF TRU55E5 0 24' OIC. GONG. TIE 5EAM
USE (1) NUS25 AS MFR 5EE PLAN 4 SCHEDULE
BY NU-VUE, NOA# 06-0921.05
.UK22)16 NAILS 0 LEDGER
(8)16 NAILS 0 TRU55 - -
LEDC,ER TYPE °511 =
S" MASONRY WALL W/#5 0 32"
O/C, IN 3000 F51 GROUT
FILLED CELLS U/ STD 90°HK.
Y4" CDX PLYWOOD
SHEATHING W/IOd LEDGER -
SHANK RING NAILS TYPE "A"
2"x4" BLOCKING (10)d NAILS 041112 Y211 6" O.C.(411 0
PERIMETER REFER TO PLAN FOR LIMITS PERIMETER)
12 %a" CDX PLYWOOD SHEATHING -
�' W/10d SHANK RING NAILS 0 6"
O.C. (4" PERIMETER)
HURRICANE STRAP
\\SEE PLAN. 24" PRE-ENGINEERED CONC. TIE BEAM
SEE PLAN EL. +20'-1" FLAT FLOOR WOOD SCHEDULE
TOP OF BEAM TRUSSES 024" OIC.
PRI; -ENGINEERED WOOD \
ROOF TRU55E5 0 24' O/G.
CONC, TIE BEAM == O.N. (TYPJ
SEE PLAN 4 SCHEDULE = __ I N I 1� I /i
S" MASONRY WALL W/15 a 32"
OIG, IN 3000 P51 GROUT
FILLED CELLS W/ STD 90°HK.
2"x4" PT BLOCKING BETWEEN
CDX PLYWOOp SHEATHING TRUSSES W/(2)Y411t TAPCONS
W1106 SHANK RING NAILS 0 6" PROVIDE (U TA24 STRAP
O.C. (4" 0 PERIMETER) 0 EACH TRU55 AS MFR 5Y USP
/4" CDx F V i lL1,=-11 FiINx�:FW/IYJ (JiL S.
pC >- 6" CONC. SLAB- 5HA K RING NAILS 0 6" O.G.
(> ~ (4" 0 PERIMETER)
_ EL. +101=9
II
OP/TERRACE SLAB.
GONG. TIE BEAM
SEE PLAN 4 SGHEDULI= - - EL. +9'-011
GONG. TIE BEAMTOP OF BEAM
SEE PLAN 4 SCHEDULE PRE-PREWOOD LEDGER-
= ROOF TRUSSES 0 24' O/C, TYPE 11511
- - - HURRICANE STRAP 24" PRE-ENGINEERED
SEE PLAN, FLAT FLOOR WOOD
- _ = LEDGER TYPE "511 TRUSSES 024" O/C,
8 MASONRY WALL L05
0 32" O/C, IN 3000 PSI
GROUT FILLED CELLS
W/ 5TD 90°NK,
5I I MASONRY WALL W/#5
0 32" O/C. IN 3000 PSI
GROUT FILLED CELLS
W/ STD 90°HK
8 MASONRY WALL W/05
0 32" O/C. IN 3000 PSI
GROUT FILLED CELLS
W/ STD 90°HK.
1 �
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TOP/2nd FLOOR T.5
m
\-GONG. TIE BEAM
SEE PLAN 4 5CHFDULE
- -
UA
4" CONC. SLAB REINF W/- _ = 4" CONC, 6LA5 REINF W/ = Q
6x6 W1.4xUJl.4 WWF OVER 6 MIL - n a <r u = rox6-W1.441.4 WWF OVER 6 MIL = - �-' ID >-
411 CONC. SLAB RE INF W/- = 6" CONC, SLAB RE INF W/ _
VAPOR BARRIER 4 WELL = = cn r> _ - VAPOR BARRIER 4 WELL - ctl a
GOMPAGTcD FILLED. _ 6x6-WI.4xLUl.4 WWF OVER 6 MIL IY "D } _ - 6x6-WI.4xWl.4 WWF OVER 6 MIL = `z
VAPOR BARRIER 4 WELL `� = COMPACTED FILLED.
m �- _ - VAPOR BARRIER 4 WELL EL
COMPACTED FILLED. a� - - +0'-0'
COMPACTED FILLED.
x --- = P = x 4- x x'—x --=x x -- GROUND FL. FIN.
1 �
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/
/ � m
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GONG. FOOT INC. \
(SEE PLAN 4 = = -
SCHEDULE) - -
� CONC, FOOTING, CONC. FOOTING.
(S)=P F'1 -AN 4 (SEE PLAN 4
SGNEDU/ ) SGINEDULE)
SECTION
SCALE- 1/2" =1'=O" S-
- I
12" 12" 1211 12"
1�
LE1)C-;E� it
2-211xro" P.T. WCOF-) LEf:) -ER W/
3/4"0 NIL TI KWIK BOLTS II
s 12" O.G. 4 41/2" MIN. EMBEDMENT
STAC,G-ERI=D AS SHOWN.
cv
—I�
12" 1211 12" 12"
LEPGc R "SII
2-2"x10" P.T- WOOD L_EDCxER W/
3/4"0 NILTI KWIK '5OLTS II
0 12" O_C, 4 41/211 MIN. EMF3EDMENT
ST,4C-i �EIRBD AS SHOWN.
�=- �G T�f DTA f S
5/a" CDX PLYWOOD SHEATHING
W/10d SHANK RING NAILS 0 6" _
O.G. (4" 0 PERIMETER)
&ECT f ON 1^
SCALL: 1/211=1'—C1' S-5
V CDX PLYWOOD 5HEATHING-
W/10d SHANK RING NAILS 0 6"
O.G. (411 0 PERIMETER)
PRE -ENG INEERED._, ���
PIC-iGY SACK WOOD
ROOF TRUSSES
TRU55 VERTICALS 016" Ol�
SHALL 5F MIN. 2x6'0.
lam.
%4" CDX PLYWOOD 5HFATHING��
W/Iod SHANK RING NAILS 0 6";-
O.C. (4" 0 PERIMETER)
CDX PLYWOOD 6HEATHING
W1106 SHANK RING NAIL5 0 6"
O.G. (4" 0 PERIMETER)
5EC� f ON
SCALE. 1/211-1'-O" S-5
PRE-ENGINEERED WOOD
RCCF TRU55I=5 0 24' OIG.
9-'
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TOP/2n FLOOR B
Z
m
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PRE-ENGINEERED
0
ll\
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C;
FLAT FLOOR WOOD
� O
o
TRU55E 3 02411 O/C,
u_
j
i
PIGGY BACK WOOD
PRE-ENGINEERED WOOD-
W/5d SHANK RING NAILS 0 611 O.G.
01132 O/C. IN 3000 PSI
GROUT FILLED CELLS
W/ STD 90°HK.
v
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ROOF TRU56E5 0 24' OIC.
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0 6 O/C.
EL +221-311
TOP OF SEAM
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CDX PLYWOOD SHEATHING
NC # 07-0419.01
W/5d SHANK RING NAILS 0 ro"
O.C. (4" 0 PERIMETER)
i
CONC. TIF BEAM-'
SEE PLAN
4 SCHEDULE
EL. +20'-111 OIL
TOP OF BEAM
4
PRE-ENGINEERED WOOD
ROOF TRU55E5 0 24' OIC,
HURRICANE STRAP
5EE PLAN.
1 YPE 11511
TYPE
PLAN
VIEW
&ECT f ON 1^
SCALL: 1/211=1'—C1' S-5
V CDX PLYWOOD 5HEATHING-
W/10d SHANK RING NAILS 0 6"
O.G. (411 0 PERIMETER)
PRE -ENG INEERED._, ���
PIC-iGY SACK WOOD
ROOF TRUSSES
TRU55 VERTICALS 016" Ol�
SHALL 5F MIN. 2x6'0.
lam.
%4" CDX PLYWOOD 5HFATHING��
W/Iod SHANK RING NAILS 0 6";-
O.C. (4" 0 PERIMETER)
CDX PLYWOOD 6HEATHING
W1106 SHANK RING NAIL5 0 6"
O.G. (4" 0 PERIMETER)
5EC� f ON
SCALE. 1/211-1'-O" S-5
PRE-ENGINEERED WOOD
RCCF TRU55I=5 0 24' OIG.
& CT I ON
5CALF: 1/211 =1'=C11 S-5
24 PRE-ENGINEERED
FLAT FLOOR WOOD
TRUSSES 02411 O/C.
'i
TRU55
" STL PL- j
GIRDER
TRU p11�11 11
GIRDER
-h
PROVIDE (1) RT -16 STRAP
0 EACH TRU55 AS MFR 51' USP.
Y4" CpX PLYWOOD
SHEATHING W/10d
SHANK RING NAILS
0 111 �G(4" 9
PERIMETER)
(3?Y4"0 THRU BOLTS -24" PRE=ENGINFERE
__- to FLAT FLOOR WOOD
TRUSSES 024" OIG,
A �TRUS5
GIRDER
FL,4N VIEW
2x6 024" OIG.
11
111 TRU55
" STL FI= 1'1
I II II II , GRDI-R
TRU55-
GIRDER `
- -Tf
(3)/4"4 THRU DOLTS
PROVIDE (1) RT -IG STRAP
0 EACH TRUSS AS MFR 5Y USP.
%4" CDX PLYWOOD
SHF 4TH INC W110d
SHANK RING NAILS
PERIMETER) TRU55
24" PRE-ENGINEERED-/
FLAT FLOOR WOOD
TRU55E5 024" OIC.
STEEL COL
SEE PLAN 4 SCHEDULE
(BEYOND)
TRUSS
GIRDER
-(-3A4 THRU BOLTS
,5F- CT I ON
SCALL: 1/211=1'= C" 5-5
Y4" CDX PLYWOOD
SHEATHING W/10d
SHANK RING NAILS
0 6" 0.C.(4" 0
PERIMETER)
X2411 PRF -ENGINEERED
STL PL TRUSS FLAT FLOOR WOOD
GIRDER TRUSSES 024" O/c.
STEEL COL (BEYOND)
SEE PLAN 4 SCHEDULE
SECTION A_A
DETAIL 1
%'l CDX PLYWOOD
SHEATHING W/10d
SHANK RING NAIL5
0 / 11 O.G.(411 0
PERIMETER)
TRU55--� ��D
GIRDER
4 STL PL
(3)'/4114 THRU BOLTS
,A
FLAN VIEW
(3?/4`0 THRU BOLT5
%4" GDX PLYWOOD
SHEATHING UJ/10d
SHANK RING NAILS
0 6" O.C.(4" 0
PERIMETER)
TRUSS I TRU55
s i 4 STL PL
GIRDER �� GIRDER
-57EEL COL
SEE PLAN 4 SCHEDULE
SECTION A -A
DET71 2
SCALE: 1/211=1'—C" S-5
%4" GDX P1
6HFATHI
SHANK R11
0 61.
PEf
DC -,TI )N A=A
ETAI 3
SCALE: 1/211.11 OII S_5
3P144 THRU SOLT5
CITY "OF Sou -n-11 IN4111Alk
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TOP/2n FLOOR B
Z
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-24" PRE-ENGINEERED
0
ll\
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FLAT FLOOR WOOD
� O
o
TRU55E 3 02411 O/C,
u_
j
i
Y11 CDX PLYWOOD SHEATHING
5 MASONRY WALL Wll� >
W/5d SHANK RING NAILS 0 611 O.G.
01132 O/C. IN 3000 PSI
GROUT FILLED CELLS
W/ STD 90°HK.
v
09
XTEFICF
& CT I ON
5CALF: 1/211 =1'=C11 S-5
24 PRE-ENGINEERED
FLAT FLOOR WOOD
TRUSSES 02411 O/C.
'i
TRU55
" STL PL- j
GIRDER
TRU p11�11 11
GIRDER
-h
PROVIDE (1) RT -16 STRAP
0 EACH TRU55 AS MFR 51' USP.
Y4" CpX PLYWOOD
SHEATHING W/10d
SHANK RING NAILS
0 111 �G(4" 9
PERIMETER)
(3?Y4"0 THRU BOLTS -24" PRE=ENGINFERE
__- to FLAT FLOOR WOOD
TRUSSES 024" OIG,
A �TRUS5
GIRDER
FL,4N VIEW
2x6 024" OIG.
11
111 TRU55
" STL FI= 1'1
I II II II , GRDI-R
TRU55-
GIRDER `
- -Tf
(3)/4"4 THRU DOLTS
PROVIDE (1) RT -IG STRAP
0 EACH TRUSS AS MFR 5Y USP.
%4" CDX PLYWOOD
SHF 4TH INC W110d
SHANK RING NAILS
PERIMETER) TRU55
24" PRE-ENGINEERED-/
FLAT FLOOR WOOD
TRU55E5 024" OIC.
STEEL COL
SEE PLAN 4 SCHEDULE
(BEYOND)
TRUSS
GIRDER
-(-3A4 THRU BOLTS
,5F- CT I ON
SCALL: 1/211=1'= C" 5-5
Y4" CDX PLYWOOD
SHEATHING W/10d
SHANK RING NAILS
0 6" 0.C.(4" 0
PERIMETER)
X2411 PRF -ENGINEERED
STL PL TRUSS FLAT FLOOR WOOD
GIRDER TRUSSES 024" O/c.
STEEL COL (BEYOND)
SEE PLAN 4 SCHEDULE
SECTION A_A
DETAIL 1
%'l CDX PLYWOOD
SHEATHING W/10d
SHANK RING NAIL5
0 / 11 O.G.(411 0
PERIMETER)
TRU55--� ��D
GIRDER
4 STL PL
(3)'/4114 THRU BOLTS
,A
FLAN VIEW
(3?/4`0 THRU BOLT5
%4" GDX PLYWOOD
SHEATHING UJ/10d
SHANK RING NAILS
0 6" O.C.(4" 0
PERIMETER)
TRUSS I TRU55
s i 4 STL PL
GIRDER �� GIRDER
-57EEL COL
SEE PLAN 4 SCHEDULE
SECTION A -A
DET71 2
SCALE: 1/211=1'—C" S-5
%4" GDX P1
6HFATHI
SHANK R11
0 61.
PEf
DC -,TI )N A=A
ETAI 3
SCALE: 1/211.11 OII S_5
3P144 THRU SOLT5
CITY "OF Sou -n-11 IN4111Alk
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