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DWG. NO <br />WAREHOUSE ROOF DECK ZONE PLAN <br />SCALE: 1" = 30'-0" <br />REFERENCE DRAWING TITLE <br />FM <br />STEEL DECK <br />1. FABRICATE ALL STEEL DECK FROM STEEL CONFORMING TO THE LATEST EDITION OF THE "NORTH <br />AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" BY <br />THE AMERICAN IRON AND STEEL INSTITUTE (AISI). <br />2. PROVIDE STEEL ROOF DECK COMPLYING WITH STEEL DECK INSTITUTE (SDI) "ROOF DECK DESIGN <br />MANUAL", LATEST EDITION, AND THE SDI "DIAPHRAGM DESIGN MANUAL", LATEST EDITION. <br />3. DO NOT SUSPEND PIPING, DUCTS, UTILITIES, CEILINGS, LIGHT FIXTURES OR OTHER LOADS FROM <br />STEEL DECK. <br />4. BEAR DECK AT LEAST 2 INCHES AT SUPPORTS. LAP DECKING AT ENDS AT LEAST 2 INCHES AND <br />CENTER LAPS OVER SUPPORTS. <br />5. WELD STEEL DECK WHERE INDICATED IN COMPLIANCE WITH ANSI/AWS D1.3 USING MATCHING FILLER <br />METAL. WELDERS SHALL BE CERTIFIED. <br />6. SUBMIT COMPLETE STEEL DECK SHOP DRAWINGS FOR REVIEW. SHOP DRAWINGS SHALL INDICATE <br />ICC REPORT NUMBER, IF APPLICABLE, LOAD/SPAN CAPACITIES AND DIAPHRAGM CAPACITY. <br />7. SPAN DECK CONTINUOUSLY OVER AT LEAST (3) SUPPORTS, UNLESS SPECIFICALLY DETAILED <br />OTHERWISE. <br />8. PROVIDE FULL PANEL WIDTH SHEETS FOR THE FIRST SHEET OF STEEL DECK ADJACENT TO, AND <br />PARALLEL TO: WALLS, PERIMETER MEMBERS, OR MEMBERS IDENTIFIED AS CHORD, COLLECTOR, <br />STRUT OR DRAG MEMBERS (ON ONE OR BOTH SIDES AS APPLICABLE). <br />A19. FASTEN ALL STEEL DECK TO A CONTINUOUS DECK ANGLE, AROUND ENTIRE DECK PERIMETER WITH <br />5/8" PUDDLE WELDS AT MINIMUM 24" OC. <br />10. ATTACH EACH STEEL DECK PANEL TO SUPPORTING MEMBERS AND ADJACENT PANELS AS INDICATED <br />IN STEEL DECK SCHEDULE ON THIS SHEET. <br />11. PROVIDE FRAMING AROUND DECK PENETRATIONS PER DETAIL 1/6004-SS-00-502. <br />12. WHERE NO SPECIFIC SUPPORT IS INDICATED AT DECK ENDS, EDGES, OR RIDGES, PROVIDE <br />CONTINUOUS L3x3x1/4 OR EQUIVALENT BENT PLATE AS NECESSARY TO SUPPORT DECK. <br />13. PROVIDE GALVANIZED STEEL ROOF DECK. <br />14. STEEL DECK SHALL BE GALVANIZED PER: <br />G60 = NORMAL -STANDARD <br />G90 = COMMERCIAL HEAVY IF LEFT PERMANENTLY EXPOSED TO WEATHER <br />A-40 = USED WITH PAINTED FINISH <br />15. CONNECT PERIMETER DECK ANGLE TO WALLS AND STRUCTURAL MEMBERS PER DETAIL <br />1/6004-SS-00-502. <br />16. CONNECT STEEL DECK TO BENT PLATE AT ROOF RIDGE PER DETAIL 1/6004-SS-00-502. <br />THIS ITEM HAS BEEN DIGITALLY SIGNED AND <br />SEALED BY B. E. SCHNEIDER, PE ON 10118/22. <br />PRINTED COPIES OF THIS DOCUMENT ARE <br />NOT CONSIDERED SIGNED AND SEALED AND <br />THE SIGNATURE MUST BE VERIFIED ON <br />ELECTRONIC COPIES. <br />LEGEND <br />ZONE 1' - ROOF INTERIOR OF ZONE 1. <br />GCp = -0.9 <br />ZONE 1 - FIELD OF ROOF <br />GCp = -1.7 <br />ZONE 2 - ROOF PERIMETER <br />GCp = -2.3 <br />ZONE 3 - ROOF CORNER <br />GCp = -3.2 <br />mmERRICK" <br />VVT 0"'El Iwo <br />0011 <br />i <br />CLIENT PROJECT NO.: <br />MERRICK PROJECT NO.: 30216004911 <br />SCALE: <br />NO SCALE <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />STRUCTURAL <br />STEEL DECK NOTES AND SCHEDULE <br />REVISION: DRAWING NO.: SHEET NO.: <br />1 6004-SG-00-006 1 OF 1 <br />1 <br />4 <br />3 <br />-91 <br />5 <br />y <br />7 <br />F; <br />10 <br />r1 <br />L <br />0 <br />L <br />I <br />G <br />z <br />