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'Tr <br />GC TO FIELD VERIFY ALL CONDITIONS <br />PRIOR TO CONSTRUCTION AND FABRICATION. <br />REPORT ANY DISCREPANCIES TO THE <br />ARCHITECT ENGINEER OF RECORD. <br />J <br />1. V . tJI r I tJ <br />FXI.TINC. HnR17nNTAI <br />NG <br />_,"TURE <br />)'-4" <br />U <br />r <br />TYPICAL ROOF DECK CONNECTION SCHEDULE <br />ATTACHMENT <br />MARK <br />PERPENDICULAR <br />PARALLEL <br />TO SUPPORT <br />TO SUPPORT <br />SEAMS <br />A <br />5/8" PUDDLE WELD @ 12" O.C. <br />(36/4 PATTERN) <br />PUDDLE WELD @ 12" O.C. <br />(6) WELDED SIDELAPS <br />B <br />5/8" PUDDLE WELD @ 6" O.C. <br />(36/7 PATTERN) <br />PUDDLE WELD @ 6" O.C. <br />(6) WELDED SIDELAPS <br />NOTES: <br />1. ALL PUDDLE WELDS TO BE 3/4"0 FUSION TYPE (UNO). <br />2. WELDS TO BE MADE FOLLOWING AWS D1.3 SPECIFICATIONS BY QUALIFIED <br />WELDING OPERATORS. <br />3. ALL DECK END LAPS TO BE A MINIMUM OF 2". <br />4. SEE SECTIONS AND DETAILS FOR ADDITIONAL WELDS REQUIRED. <br />5. AS AN ALTERNATE, HILTI X-ENP-19 DECK PINS MAYBE USED IN LIEU OF 5/8" <br />PUDDLE WELDS. <br />IOOF FRAMING NOTES <br />1. ALL METAL ROOF DECK SHALL BE 1.5" TYP B 22GA (G60) TYP. SEE <br />SCHEDULE AND NOTES ON THIS SHEET FOR ATTACHMENT <br />2. L-# INDICATES PRECAST LINTEL, SEE SCHEDULE ON S0.3 <br />3. BB-# INDICATES MASONRY BOND BEAM, SEE SCHEDULE ON SHEET S0.3 <br />4. PROVIDE A 8x8 MASONRY BOND BEAM (BB-1/BB-4) W/ (1) #5 CONT. AT <br />THE TOP OF ALL WALLS. PROVIDE AN 8x16/12x16 MASONRY BOND BEAM <br />(BB-2/BB-5) AT ALL JOIST AND DECK BEARING LOCATIONS W/ (1) #5 <br />CONT. TOP AND BOTTOM, TYPICAL <br />5. VERIFY ALL TOP OF PARAPET W/ ARCH DRAWINGS. <br />6. PROVIDE A CONTINUOUS BB-1/BB-4 AT WALL MID -HEIGHT ALIGNED WITH <br />TOP OF DOORS, TYP. <br />ROOF PLAN 7. SEE ARCH. FOR DIMENSIONS NOT SHOWN, TYP. <br />SCALE: 1 /4" = 1'-0" <br />8. THE G.C. SHALL VERIFY WEIGHT AND LOCATION OF ALL MECH'L <br />EQUIPMENT TO BE SUPPORTED BY ROOF STRUCTURE W/ MECH'L & <br />EQUIPMENT SUPPLIER PRIOR TO FABRICATION AND CONSTRUCTION. <br />REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. <br />9. JOIST BRIDGING SHALL BE PER JOIST MANUFACTURER'S <br />RECOMMENDATIONS. PROVIDE UPLIFT BRIDGING AT ENDS OF JOISTS. <br />10. ALL BEAMS SHOWNS L- ARE OVER OPENINGS, TYP. <br />11. ALL METAL STUDS SHALL BE SHEATHED WITH 5/8" DENSGLASS W/ #10 <br />S-TYPE BUGLE HEAD SCREWS AT 6" O.C. ALONG EDGES INT. SUPPORTS. <br />12. PROVIDE MW-2 OVER ALL OPENINGS WIDER THAN 4'-0". <br />GUTHERMAN STRUCTURAL INC. <br />100 130 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL 32750 <br />P 407.701-0875 <br />A+ m <br />AMIu erman <br />STRUCTURAL <br />U <br />Ono <br />Z W o <br />W Lr) <br />0 <br />a O�� <br />o� <br />UwC°�z <br />Y � <br />Q ►� Q <br />v x�=�� <br />Uzc) <br />.r N W <br />N LL <br />05-11-18 <br />rri <br />GUT H ERM''��,,��. <br />•.lC E NSF -9 <br />No.60880 <br />0 STATE OF <br />R • <br />SIONAL <br />�/,III11111��� <br />John Gutherman Jr., P.E. <br />FL. REG. ##6o88o <br />0 <br />0 <br />0 <br />0 <br />CONTRACT DATE: <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: N/A <br />SITE NUMBER: xxxxx <br />STORE NUMBER: xxxxxx <br />TENANT SHELL <br />ZEPHYRHILLS, FLORIDA <br />ROOF <br />FRAMING PLAN <br />S2mO <br />PLOT DATE: 5-11-18 <br />