CONT WOOD BLOCKING BUILT UP SOLID TO TOP OF INSULATION NOTE: 1. WOOD BLOCKING ATTACHMENT IS DESIGNED FOR AN ALLOWABLE SERVICE LOAD OF 404 LBSL/FT TENSION, 436 LBS/FT COMPRESSION AND 549 LBS/FT SHEAR FORCE. A SECTION ROOF ASSEMBLY REF ARCH METAL ROOF DECK REF PLAN C 3/16 2 SIDES (TYP) MECHANICAL CURB (14 GA MIN) ENGINEERED BY CONTRACTOR, TAPERED AS REQUIRED TO ACCOMODATE ROOF SLOPE (TOP OF CURB SHALL BE FLAT) STEEL BEAM (TYP) REF PLAN C SECTION B SECTION ROOF ASSEMBLY REF ARCH METAL ROOF DECK REF PLAN D 3/16 TYP MECHANICAL CURB (14 GA MIN) ENGINEERED BY CONTRACTOR, TAPERED AS REQUIRED TO ACCOMODATE ROOF SLOPE (TOP OF CURB SHALL BE FLAT) L3x3x1/4 ANGLE (TYP) 3/16 3/16 TYP L6x4x3/8 (LLV) DECK SUPPORT ANGLE (TYP). COPE AS REQUIRED 3/16 3 SIDES (TYP) STEEL BEAM (TYP) REF PLAN EXTENT OF MECHANICAL CURB ~COORDINATE W/ MFR L6x4x3/8 (LLV) DECK SUPPORT ANGLE (TYP) D CONT WOOD BLOCKING BUILT UP SOLID TO TOP OF INSULATION D SECTION CONT WOOD BLOCKING BUILT UP SOLID TO TOP OF INSULATION 1/2" DIA x THREADED STUD OR THRU BOLTS WITH RECESSED WATER TIGHT NUT AT 36" OC MAX ROOF ASSEMBLY REF ARCH CONT WOOD BLOCKING BUILT UP SOLID TO TOP OF INSULATION 1/2" DIA x THREADED STUD OR THRU BOLTS WITH RECESSED WATER TIGHT NUT AT 36" OC MAX ROOF ASSEMBLY REF ARCH 1/2" DIA x THREADED STUD OR THRU BOLTS WITH RECESSED WATER TIGHT NUT AT 36" O.C. MAX L6x4x3/8 (LLV) DECK SUPPORT ANGLE (TYP) 1/2" DIA x THREADED STUD OR THRU BOLTS WITH RECESSED WATER TIGHT NUT AT 36" OC MAX PROVIDE ADDITIONAL RIPPED BLOCKING AT DECK SUPPORT POINTS TO PREVENT DECK CRIPPLING AS REQUIRED PROVIDE ADDITIONAL RIPPED BLOCKING AT DECK SUPPORT POINTS TO PREVENT CRIPPLING AS REQUIRED L6x4x3/8 (LLV) DECK SUPPORT ANGLE (TYP) L6x4x3/8 (LLV) DECK SUPPORT ANGLE (TYP) METAL ROOF DECK REF PLAN METAL ROOF DECK REF PLAN Amazon Confidential RFXREQ-RFQ-d6c15b68
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