13-1274R-001I r
20' -5'
r
i
15 1�
" Y
17 20 ,
14' -6"
r�aa u•• • Y •YY♦• 0a0
• ♦ W U• • u U a •
. Y••OY �
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DF -SIGN DATA 0W0 Ura ♦ v uWYY w• • .
aI)!'PING 4,000 f-:S.l. •'W .: .: r`i�
Firnmr Y Y • • • • • Y • • •
( /�/� ; U U • • W Y a•
t "_"') R (.!AST— , .,......,� —V V 0 �. P :' . I . ', a W • • o ' Y a %' : ._._ L!.
I'(1 I AI, GIST 'AREAT 6358 THIS SHT. .... LO
I y., U••• o•• ♦• I@** so
-4" A R) I Ai SOFF. BM.- THIS SHT. t • tr7
S. _30 _ (L.L.) + -_..z5 . (D.L..)= __ _ P.-8.-r. 'v,-o. Ul I y!
00
FOR SCHEDULES SEE SHT. SC -4
FOR SECTIONS SEE SHT. SE--3 w In LO
P.C.I. PRODUCTION NOTE: C) <
- EXPOSED AREA - - -- � C)
Z
+V2" CONC. SHIM REQ'D. _ `f0 -AL THIS SHT.
METAL SHIM REQ'D. 14 TOTAL THIS SHT-. A 0
U 13.
Ali
CD
ARCH., ENG., G.C., NOTE: < K)
HOLD DOWN ALL NON- REARING WALLS UNTIL SLAB IS POURED AND SHORES REMOVED '.
DO NOT PLACE BEAM TOP STEEL UNTIL JOISTS ARE PLACED. ..-�`
VERIFY ALL CONDITIONS, DIMENSIONS, SOFFIT AND JOISTS LENGTH. V J _^�.�
G.C. TO INSURE MINIMUM SLAB REQUIRED THRU OUT DECK. n
!BOTTOM SOFFIT ELEVATION SHOWN AS REFERENCE. G. C. RESPONSIBLE FOR
fl)RNISHING ELEVATIONS.
NOTIFY P.C.I. 24 HOURS BEFORE POURING. ul) 0
PLYWOOD FORMS SHOULD ALLOW TO BE STRIPPED 48 HOURS AFTER POUR: PCI STANDARD E
VERIFY JOIST DO NOT INTERFERE WITH OPENINGS, PLUMBING OR COL STEEL_
G.C. RESPONSIBLE FOR FURNISHING CORRECT BOTTOM OF JOIST ELEVATIONS ALONG
POURED IN PLACE BEAMS AND GRADE BEAMS. WHICH ARE FORMED BY OTHERS.
STRUCTURE NOT EXPOSED UNLESS OTHERWISE NOTED ON PLAN.
G.C. TO INSURE SLAB REINFORCEMENT AS PER STRUCT. PLAN (TYP.). �j'r� -i � t �
W J E ! !
ARCH. ENG. G.C. NOTE: Z
NOTES:
5TBIPPING PROCIEDURL
0- STRIP'PM FORM.
PLYWOOD FORMS CAN BE STRIPPED AFTER: z
24 HOURS FOR SPAN LESS OF W -O'
41) HOURS FOR SPAN UP TO �
72 HOURS FOR STAN BETWEEN E' -0' AND 11._0• co
2)- Ra.EASE SH"Q `—
A)-- SHOVES CAN K RELEASE AFTER 7 DAYS OR
75% OF 2B DAYS STRENGTH OF SLAB.
B}- FOR JOIST OVER 49' --0- LONG SHORE'S MUST
BF RELEASE ONLY AFTER 7 DAYS.
C)- END SHORES CAN BE RELEASE 24 HOURS
AFTER POUR,
D)- RESHORF SOFFIT MM. BEFORE JOIST.
3)- FOR MULTILEVEL SHORING SEE SKETCH On-OW,
POUR -. _. POUR
SHOR SHOP
RESH E RESH E
NO SHORES RESH F_
REQUIRED
SKETCH SKETCH
M!<Y TWA (2 } Ft flMR3 IMEA 6 THREE (� } fL�OR5 S"M Wal).
U�Mt w1�1H IYIMt BAR FR7t1
OFFNE MD& AM '3*M 3 � ��
(ONE SHW AM ONE POMMIC) (ONE SimW
4)- PATENT SCAFFOLD HEAVY FRAME 20 K.
SOFFIT SM. DESIGN FOR Mu is Vu VALUES
FURNISHED BY STRUCTURAL ENGINEER
( SEE STRUCT. DWGS.) . --
TOP STEEL S.P.S WILL REMAIN AS
STRUCTURAL E NG. DESIGN,
STIRRUPS U.O.N. GR 40 C C A „w I
G.C. NOTE: WALTER ALVA Z'P E.
- PRECAST MAY BE DRILL MAX. AN 1" PENETRATION t �, If
AND 1/4" 0 DIAM. ANY SIZE TO HANG ELECTRIC C!V! }STRr) %1J,f
CONDUIT AND DUCT WORK. STATE OF FLOC IU,� fr
I
11 13
N
ROOF FRAMING PLAN
+45' -0" BOTT. OF SOFF. BM. ELEV.
L FD
C r
EKNO EXCRONS TAKEN