11-705-032L
WOOD N" LERS FOR ._.. �._.. ._.. _.. ._. �..
STEM ( ILERS NOT VARIES — — — — -—
,3'-0" STEEL JOIS S
°@ 24- C
BRIDGING TERMINUS POINTS. SEE TYPICAL
TERMINUS DETAIL
+15' -6"
• i a-
:i i• i CLOSES'
CONCRETE .' i TO FOLLOW
------ ARCHITECTURAL DESIGN.
t ,r OF
r
OT OF COAC.
BEAR
EL y
i i f i • «
1,041-114
i+ lil+ li+ �i3itl 3ii�lil *Jx:.'1.13� *1�3+1*l *ILii7
.. s
Fi1cf(PIPAR •' i '
•
J
�NTERIOR, 4'OC AT ALL EDGES. i
PREFAB ROO F TRUSSES)
PREFABRICATED INTERNAL WEB MEMBERS: BY DELEV4TED ENGINEER
DESIGN. NOT SHOWN FOR CLARFTY (TYPICAL FOR ALL
WOOD
al
6 k CONCRETE S
REINFORCEMENT NOR DRAWN FOR
CLARITY
TOP OF FINISH OR
EL I2' -6"
1?1 1�
1 i
9
ON
r
00
SECTION •
J i
2#4
WSl
#4 @ I FILL ALL
CELLS WICONCRETE
TYPICAL STEEL • UTRIGGERS: PROVIDE STEEL DOUBLE
. 1 O.C. SECURE TO TOP is
TYPICAL FASCIA NAILER DETAIL ALL AROUND
BEAM WITH i i' BOLTS PER
HORIZONTAL BRIDGING,TOP AND
STEEL ROOF SYSTEM: PROVIDE 2X4 PT
(TOTAL INTO CONCRETE. r FAR
BOTT CHORDS. FOR STEEL JOISTS, PROVIDE
SUBFASCIA NAILER, SECURED TO 3' X 3"X 31
i TO i. i.i OF PREFAB JOIST.
CONTINUOS
WELDED TO ENDS • i ISTS. SECURE 2X4
DECK
i
TO i CARRIAGE
DISCREPANCY CONTRACTOR MUST VERIFY
WITH THIS ENGINEER FOR POSSIBLE REDESIGN
L
WOOD N" LERS FOR ._.. �._.. ._.. _.. ._. �..
STEM ( ILERS NOT VARIES — — — — -—
,3'-0" STEEL JOIS S
°@ 24- C
BRIDGING TERMINUS POINTS. SEE TYPICAL
TERMINUS DETAIL
+15' -6"
• i a-
:i i• i CLOSES'
CONCRETE .' i TO FOLLOW
------ ARCHITECTURAL DESIGN.
t ,r OF
r
OT OF COAC.
BEAR
EL y
i i f i • «
1,041-114
i+ lil+ li+ �i3itl 3ii�lil *Jx:.'1.13� *1�3+1*l *ILii7
.. s
Fi1cf(PIPAR •' i '
•
J
�NTERIOR, 4'OC AT ALL EDGES. i
PREFAB ROO F TRUSSES)
PREFABRICATED INTERNAL WEB MEMBERS: BY DELEV4TED ENGINEER
DESIGN. NOT SHOWN FOR CLARFTY (TYPICAL FOR ALL
WOOD
al
6 k CONCRETE S
REINFORCEMENT NOR DRAWN FOR
CLARITY
TOP OF FINISH OR
EL I2' -6"
1?1 1�
1 i
9
ON
r
00
SECTION •
J i
2#4
WSl
#4 @ I FILL ALL
CELLS WICONCRETE
a
O
m
NOTE. INTERIOR OF POOL WALL CANNOT BE
8
CLOSER THAT 3°-0' TO BUILDINQ IN CASE OF
DISCREPANCY CONTRACTOR MUST VERIFY
WITH THIS ENGINEER FOR POSSIBLE REDESIGN
3 "�0"
OF FOOTINGS