11-705-033fit 1 6' 4 "
MIMI=
TOO ELEV
+12'-0" fi-I
B-3
"A-
t# - 6 ♦0 1
5 SECTION 3/811
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R�; M i
P LYWOOD SHEATHING: 19/32GDX EXTERIOR TYPE
ws 1
SWIMMING
PLYWOOD, SECURED 70 JOISTS WITH Sd NAILS, 6- OC
r4 @ 16- FILL ALL
CELLS W/GONGRETE
INTERIOR, 4'0 C AT A: L EDGES (TYPICAL OVER ALL.
POOL WALL
PR EFZLR 0 0 F T R U S S E S)
(2)1 DETAIL
KL -W-00 BOW. FTG
SWMWNG
kS-4 J
DESBGN NOT SHOWN FORCIARITY(TYPICALFORALL
PREFABRICATED WOOD TRUSSES)
POOL WALL
Vv S 1
TOP OF CONC.
= BRAM
jw
94 9 16" FILL ALL
j
L
CELLS W/GCNCRETE
BEAM B•1 8" X 24" CONCRETE BEAM
�k
7
WITH 2 #5 BOTT, 2 95 TOP 2 #4
EL� .4�-o- T.o.FTG
BEAM F3;3 S"X24 CONCRETE BEAM
MOD,* CLOSED HOOPS'�12-
WITH 297 BOTT, 2 9710P, 2 r4
B-1
FOOTING F2 OR F3
FOOTING WF24SP
MIDD, 4:3 CLOSED HOOPS CLS",
ELEV +2W-8' �
Tm
2 DETAIL-STEM WALL WS1
DETAIL-STEM WALL WSI
�S-41J
=NF.;Kr I c PIEK UNDER 3 1 EEC Cur-UMNS
5 SECTION 3/811
�S-4)
R�; M i
Sj° CONCRETE SLAB-
REINFORCEMENT NOR DRAWN FOR
CLARITY
SLOPE TOP Cu iCRD
1 /4^ PER FT
11111 Xl�
2X4 PT
NAILER
4 V2" FILLER BY
TRUSS MANUF
TOP OF
mi
STRAPS NOT DRAWN
FOR GLARI TY
CONCRETE BEAM
SEE BEAM SCHEDULE
DETAIL 3 / 8"
X _4 TYPICAL FILLER BY TRUSS MANUFACTURER
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11 ilk mite
@m
2A4
P LYWOOD SHEATHING: 19/32GDX EXTERIOR TYPE
ws 1
PLYWOOD, SECURED 70 JOISTS WITH Sd NAILS, 6- OC
r4 @ 16- FILL ALL
CELLS W/GONGRETE
INTERIOR, 4'0 C AT A: L EDGES (TYPICAL OVER ALL.
PR EFZLR 0 0 F T R U S S E S)
(2)1 DETAIL
KL -W-00 BOW. FTG
INTERNAL WEB MEMBERS BY DELEGATED ENGINEER
kS-4 J
DESBGN NOT SHOWN FORCIARITY(TYPICALFORALL
PREFABRICATED WOOD TRUSSES)
TOP OF CONC.
= BRAM
jw
j
L
BEAM B•1 8" X 24" CONCRETE BEAM
7
WITH 2 #5 BOTT, 2 95 TOP 2 #4
BEAM F3;3 S"X24 CONCRETE BEAM
MOD,* CLOSED HOOPS'�12-
WITH 297 BOTT, 2 9710P, 2 r4
B-1
B-8
MIDD, 4:3 CLOSED HOOPS CLS",
ELEV +2W-8' �
LATERAL BRACING BOTTOM CHORDS-
L
207�
HP(Jw24-
PROVIDE IX3 WOOD STRIPPING @ 24- OG, ATTACHED TO
UNDERSIDE OF TRUSSES BOTTOM CHORD WIT H TWO- 8d
COMMON NAILS AT EAGH INTERSECTION (TYPICAL AT ALL
PREFABRICATED WOOD ROOF TRUSSES)
SEE ARCHITECTURAL DRAWINGS
FOR ROUGH OPENING SIZES
Sj° CONCRETE SLAB-
REINFORCEMENT NOR DRAWN FOR
CLARITY
SLOPE TOP Cu iCRD
1 /4^ PER FT
11111 Xl�
2X4 PT
NAILER
4 V2" FILLER BY
TRUSS MANUF
TOP OF
mi
STRAPS NOT DRAWN
FOR GLARI TY
CONCRETE BEAM
SEE BEAM SCHEDULE
DETAIL 3 / 8"
X _4 TYPICAL FILLER BY TRUSS MANUFACTURER
� .� 11
11 ilk mite
@m
2A4
ws 1
r4 @ 16- FILL ALL
CELLS W/GONGRETE
4
M. -4'-0' T.O. TM
KL -W-00 BOW. FTG
DETAIL-STEM WALL WSI
AT DOOR OPENINGS
IIPWT�.
G CNCRETE
WALL
FILL BLOCK GEL
CONCRETE AT 4
LODATION, AND
BLOCK GELL. UN
7