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NOTE: 1^ELD THROUGH
MULTIPLE: 5HEF_T5 AT
ALL END AND 5DE LAPS
END LAP5 SHALL OGGW
ONLY AT 5UWORT POINTS.
1 112" P41DE RIB. 22 GAGE METAL ROOF
DEGK - MINIMUM THREE SPAN GOWATION.
P�
le '
ROOF DEGK WELDING
PATTERN LAYOUT
NO 5G&E
3' x 3' x 1/4' 5TiT-L
ANGLE, WELD TO CLIP
ANGLE - - -- — _.-
4' x 4' x 1/4' CLIP
.k%LE, HELD TO TOP
OF BEAM _—
STEEL BEAM (5H
FRAMING PLAN,'
STEEL ANGLE
5RAC I N6 ::�*='07A I L.
i
NO 5CALE, ,
L 3x3x1/4" GOVT.
- -
___GK c- OPPOR. i
:VBR TRO ;4i
;K" TO ANGLE
b BRG_ELE.
PER PLAN 1'
ED
5EC71ON
i NO SCALE
,
L bxbx5/Ib' GONTTNUOU5
W 20 6A- TRACK
-` v— T P.
5TE�1_ BEAM (SEE
FRAMING PLAN) — —
CONTIN")5 FILLET
WELD TO BEAM
BC) f14 ENDS - - --
5TC-1rL PLATE (SEE'.
FRAMING PLAN) ---\
1112' 4,.
PV
=��7AIL
SCALE: !1/2" - 1'-0"
STEEL. BEAM (5Ef
FRAMING PLAN --
Y WALL CAN H)GU5 FIii F1
HELD TO bEAM
BOTH ENDS --
STEEL. PLATE (SEE
FRAMING PL AW
— EXISTING 1 V2' 5TEEJ. ROOF
PECK AND RI61D INSUL. TO
REMAIN, GUT DECK FOR ANC415
EXISTING STEEL J015T
TO REMAIN
L 3x3xi /4' PEL.D TO EACH EX15T, OR NEH
5T13L JOIST OR BEAM a MAX. 6'-O' Of,.
MITRE TOP O 450
O ANCHORAGE DETAIL
SCALE: I" = I' -O"
4
META I L.
SCALE: 1 1 /2" = 1' -0"
P
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O �
J015T SPACING PER PLAN
STEEL. JOISTS PER PLAN
i
= H 1 L-S-1 t �n Gtr AtiAt=
(SEE PLAN FOR ANGLE 51 ZE)
TOP FLUSH WITH J015T TOP Ck ORD5
STEEL BEAM (SEE
FRAMING PLAN)
--
1/4' 5tEEL PLATE
i
i
GONTIN)0U5 FILLET
PELD (BOTH SIDES)
-51/2'_
�.
45°
PELD TNL>DU`,��ILLET
ti
BOTH ENDS
j �--
STEEL PLATE (SEE
FRAMIN6 PLAN)
4'
ie
i��TA I L
4
SCALE: 11/2" =
1' -0"
P
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J015T SPACING PER PLAN
STEEL. JOISTS PER PLAN
i
= H 1 L-S-1 t �n Gtr AtiAt=
JOIST 5UPPORT
TYP I GAL OPENING
THRU ROOD DETA ( L
0 NO SCALE
t, it
VER V7 L(X ATION OF
NENI HFAM TO EXI5TING
-015T HEARING- CONDITION.
MIN. 2 1/2' OF bEARING
TO of MAINTAINED
ON W'h 5TEE_
5TEfL ROOF J015T
AND I Ir' 22 GA, {/
ROOF PECK -- —
A24x6b STEEL BEAM
2 1'�'
MIN*
BOTTOM CHORD BRK.ES ,
A5 F15GU1Rf V BY
JOIST SWPUER
W
02 DET,41L S�GTION
NO SCALE
- --
AT HIGH BW-
(FIEiD VERIFY')
EX15TIN6 11/2' 5TLEL
ROOF PECK AND
RIGID iNSUL. TO REMAIN —�
EX15TING 5T¢L JOIST { I,`2X
EXI5TIN(, STEEL JOIST
TO REMAIN
TO REMAIN -- MIN.
116' -O"
W21 x44 STEEL BEAM
NOTE:
VERIFY LOCATION OF
NEW 13EAM TO EX I5T1W7
J015T BEARING C,L)NDITION.
MIN. 2 V2' OF BEARING
TO BE MAINTAINED
ON NEW STEEL —
TOP OF 5 L
T5 bxbx3/ib' GOLWIN
(BEYOND)
i
O DETf�IL SEGTION
NO SCALE
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0 NO SCALE
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VER V7 L(X ATION OF
NENI HFAM TO EXI5TING
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MIN. 2 1/2' OF bEARING
TO of MAINTAINED
ON W'h 5TEE_
5TEfL ROOF J015T
AND I Ir' 22 GA, {/
ROOF PECK -- —
A24x6b STEEL BEAM
2 1'�'
MIN*
BOTTOM CHORD BRK.ES ,
A5 F15GU1Rf V BY
JOIST SWPUER
W
02 DET,41L S�GTION
NO SCALE
- --
AT HIGH BW-
(FIEiD VERIFY')
EX15TIN6 11/2' 5TLEL
ROOF PECK AND
RIGID iNSUL. TO REMAIN —�
EX15TING 5T¢L JOIST { I,`2X
EXI5TIN(, STEEL JOIST
TO REMAIN
TO REMAIN -- MIN.
116' -O"
W21 x44 STEEL BEAM
NOTE:
VERIFY LOCATION OF
NEW 13EAM TO EX I5T1W7
J015T BEARING C,L)NDITION.
MIN. 2 V2' OF BEARING
TO BE MAINTAINED
ON NEW STEEL —
TOP OF 5 L
T5 bxbx3/ib' GOLWIN
(BEYOND)
i
O DETf�IL SEGTION
NO SCALE
LEEN
No.
Q AR19400124:
1 STATE OF
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