ACT-01-20-150 PLANS•
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"X3"X3" PL. INTO
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REVISIONS BY
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(MIN. EMBEDMENT 4")
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PLATE DETAIL
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W/(2) %"O WEDGE ANCHOR BOLT
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(TYP OF 10)
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NOTE: CONTRACTOR TO FIELD VERIFY
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DIMENSIONS PRIOR TO FABRICATION.
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THIS FABRIC -COVERED STRUCTURE MUST BE DESIGNED WITH
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A QUICK REMOVAL OR BREAKWAY FABRIC AT WIND VELOCITIES
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EQUAL OR GREATER THAN 75 MPH ACCORDING TO FBC 3105.4.2.1
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PROVIDE PFRiMANENT LABEL
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ALL PIPE TO BE 1%" 0 U.N.O.
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GENERAL NOTES( If applicable
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ALL STRUCTURAL PIPES TO BE SCH. 40 GALV. STEEL A500 GRC - Fy--46 ksi
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- ALL STRUCTURAL STEEL PLATES TO BE STEEL A-36 - Fy-- 36 ksi
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- ALL CONNECTIONS TO BE FULLY WELDED 16'-E7018
APPROVED BY
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- ALL WELDS COVERED WITH CORROSION RESISTANCE COATING.
ALL STRUCTURES DESIGNED IN ACCORDANCE WITH:
F.B.0 2017
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- NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND
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OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD.
- CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING
ISOMETRIC TTOCOMPL CEWIiHA _uC_f,A o ®e
S I A F, AND COU�1 , RUL.F_S AND RF31,JLATIONS
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IS ISSUED (FBC 3105.4.2.1) - PROVIDE PERMANENT LABEL
TO CURRENT
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-FABRIC MEET NFPA-701 FIRE CODE.
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