HomeMy WebLinkAbout0180.95.4mATJI IAL gn mZCATims FOR FAsHicy, IIc . CANOPIES
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Roof Panels - 12" flat x 1 -3/4" high x 24 ga. (.024" miniman C-Ackriess)
cold - formed steel panel. All steel panels are GJ'O, hot
dipped galvanized with miniram spangle, with a two coat
system of white polyester pairtt, both sides, with a
minimm yield stress of 50,000 psi., oonfonnirlg to AMN
A446, grade D.
Steel Frwing - AMN A36 structural steal wide flange beans► shop primed
after fabrication with 1 coat of red iron acids, with
a minim= yield stress of 36,000 psi.
Steel 001UMB - Structural steel tubing, shop printed after fabricatior.
with 1 coat of red iron oxide, with a minimun yield stress
of 46,000 psi., Conforming to ASTM A500, grade B.
Connection Plates - ASTM A36 structural steel plate, shop primed after fabri-
cation with 1 coat of red iron mcide, with a miniaLm yield
stress of 36,000 psi.
Structural Steel Bolts - ASTM A325, high strength steel bolts.
Anchor Bolts - 14" diameter x 30" long, ASTM A36 dal steel rod
with 7 " hook, with a minirnm yield stress of 36, 000 psi.
Interior Otter - 12" flat x 3" high x 2 0 ga. (. 03W minim=n thickness) ,
cold - formed steel panel. For finish and grade of material,
see roof panels.
rKUDED PANEL CLIP
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RUeeaR GUTTER DAM.
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CAULK ToP FLANGE OF GUTTER. �- COLLECTOFZ.
box USING A j�° BEAD. AFTER ASSEMBLY
WIPE UNDERSIDE OF CANOPY FREE OF CAULK
(FURNISHED � APPLIED gY INSTALLER"
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FP.STEti►EF?- W/tiJEOPF -EQF- WASHERS
(3) PER- PANEL
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Av0 NCJMBEde OF MEMBE��.
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All A325 Dolts are dsai7jed few bearing typo .
All A313 Bolts shall be ticlta:faQ by the Ztarn -o!
>.st?fod as lbllow r
1. Bring all bolts to a "9vig Tight" CWditjM.
ftsg Tight is datired as the tightnen attained
by the full Tact of a mew using an wry,
spud Mrrrd.
2. All bolts in the joint shall than be ,ad
additionally by a Nut or Bolt rotation of 1/3
turn. During this gmmtion there shall be
no rotation of tha part not tIa nsd
N0. REVISION �Y
FAMKK INC.
ASSEMBLY PERSPECTIVE - "V" OR ~W" RISE
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