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SCALE: 3/4n a ��_0" CJ'2.2
EDGE OF
IF THIS DIMENSION IS MORE THAN 4"
ADD 2-L2x2x3/I6" AS SHOWN.
WELD TO TOP # BOTTOM CNORDS
CONTRACTOR)INSTALLED BY MEGNANIGAL
NARDWOOD BLOGKING IN DEGK CELLS
(OVER JOISTS) UNDER CURBS
(BY MEGHANIGAL CONTRACTOR)
JOIST REINFORCEMFNT AT
ROOF TOP UNIT CURSS
SCALE� NONE
3/I6 I/ 3 6 6
JST BEARING
EL. PER PLAN
t
T/SCREEN WALL �
EL. +19'-S I/2"
H55 3 I/2x3 I/2xl/4"
T/SGREEN WALL �
EL. +14'-10 3/4"
PLATE I/4"x4"x4"
BOLTED
BRIDGING
ADJACENT
TO POST.
SECT I ON z
SCALE: 3/4" � I'-0" GJ`2.2
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TYPICAL ROOF
DFCK �,rr�,c+�MFNr
SCALE: NONE
0 5:
I) I I/2" TYPE "B" WIDE RIB, 22 GAGE METAL
ROOF DECK - MINIMUM THREE SPAN CONDITION.
2) WELD TNROUGH MULTIPLE SHEETS AT
ALL END AND SIDE LAPS.
3) END LAPS SHALL OCCUR
ONLY AT SUPPORT POINTS.
BRICK LOOSE LIN7EL SGNEDULE
9PAN SHAPE BIZE NOfE4
UP TO 1'-0' L 3 I/2Li Ilh6/16 REFER TO ARCN FOR
LINTEL ELEVATION
4'-P to 5'-N ` qp Il2Fi/16 (LLV) REFER TO ARGN FOR
LINTEL ELEVATION
6'-I' }o b'-0' L Sq I/di5/16 (LLV) REFER TO ARGH FOR
LINTEL ELEVATION
6'-I' }o Td L b3 Ilh6/I6 (LLV) REFER TO ARCN FOR
LINTEL ELEVATION
Onr T-0' L 7xy( /B (LLV) REFER TO ARCN FOR
LINTEL ELEVATION
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BASE PLATE
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�(4) — 3/4"d ANCNOR �
BOLTS ASTM F1554 (GR36)
� 3"
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ELEVATION
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I I/2"
TYPICAL COLUMN
BASF DETAI L
SGALE� NONE
PLAN
SEE PLAN
FOR ADDITIONAL JOIST�
REINFORCEMENT, SEE
"JOIST REINFORGING AT
ROOF TOP UNIT CURBS"
TNIS SHEET
PROVIDE CRO55
BRIDGING PLATE P
EACN CARNER OF
THE UNIT IF WEIGHT
IS IN IXCE55 OF
850 LBS.
FULL WELDED FRAME
BEAR ANGLE ON JOIST
TOP CHORDS.
(SEE PLAN FOR
ANGLE SIZE)
OPENING
JOIST SUPPORT TYP I CAL
PER PLAN
ROOF OPFN I NG
SCALE: NONE
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BASE PLATE CALUMN
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I I/2"
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TYPICAL COLUMN SASE
DETAIL � DRIVE T�IUR GANOPY
SGALE� NONE
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Rerblone�
OWNERREVIEW 08/22/12
BID SET 08/29/12
bsue Date Dnwn Br Chackad By
08/27/12 D.T.C. T.G.S.
STRUCTURAL
DETAILS
Cediflad By�
Drorinp Numb�n
ONB-S2.2
Pro�eet Numben
12-116