Laserfiche WebLink
ROOF PLAN <br />SCALE: 1 /8" = 1'-0" <br />I en <br />G <br />EE NOTE 1 <br />/v <br />0 <br />I <br />0 <br />0 <br />I <br />0 <br />1 nl_n" <br />10'-0" <br />10'-0" <br />--------- <br />I'L%mm <br />0 <br />m <br />10'-0" <br />TYPICAL ROOF DECK CONNECTION SCHEDULE <br />ATTACHMENT <br />MARK <br />PERPENDICULAR <br />PARALLEL <br />SEAMS <br />TO SUPPORT <br />TO SUPPORT <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" <br />@ 6O.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 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 MAY BE USED IN LIEU OF 5/8" PUDDLE WELDS. <br />1. ALL METAL ROOF DECK SHALL BE 1.5" TYP B 22GA (G22) TYP. SEE SCHEDULE AND NOTES <br />ON THIS SHEET FOR ATTACHMENT. <br />2. L-# INDICATES PRECAST LINTEL, SEE SCHEDULE ON SO-2. <br />3. BB-# INDICATES MASONRY BOND BEAM, SEE SCHEDULE ON SHEET SO-2.1 <br />4. PROVIDE A 8x8 MASONRY BOND BEAM (BB-1) W/ (1) #5 CONT. AT THE TOP OF ALL <br />WALLS. PROVIDE AN 8x16 MASONRY BOND BEAM (BB-2) AT ALL JOIST AND DECK BEARING <br />LOCATIONS W/ (1) #5 CONT. TOP AND BOTTOM, TYP. <br />5. VERIFY ALL TOP OF PARAPET W/ ARCH DRAWINGS. <br />6. PROVIDE A CONTINUOUS BB-1 AT WALL MID -HEIGHT ALIGNED WITH TOP OF DOORS, TYP. <br />7. SEE ARCH. FOR DIMENSIONS NOT SHOWN, TYP. <br />8. THE G.C. SHALL VERIFY WEIGHT AND LOCATION OF ALL MECH'L EQUIPMENT TO BE <br />SUPPORTED BY ROOF STRUCTURE W/ MECH'L & EQUIPMENT SUPPLIER PRIOR TO <br />FABRICATION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT AND <br />ENGINEER. <br />9. JOIST BRIDGING SHALL BE PER JOIST MANUFACTURER'S RECOMMENDATIONS. PROVIDE <br />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 S-TYPE BUGLE <br />HEAD SCREWS AT 6" O.C. ALONG EDGES INT. SUPPORTS. <br />12. LIGHT GAUGE METAL ROOF TRUSSES SHALL BE SPACED AT 24" O.C. W/ 5/8" FRT <br />PLYWOOD SHEATHING AND #10 SIDS SCREWS AT 6" O.C. TYP. <br />GUTHERMAN STRUCTU RAL I NC. <br />7 i30 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL32750 <br />P: 407.701.0875 <br />u herman <br />STRUCTURAL <br />O <br />Z <br />I --I <br />w <br />O <br />CD <br />co <br />t <br />V <br />A <br />CV <br />/1 <br />w <br />r <br />D L) <br />Co <br />LJ_I <br />U�c)z <br />(_0�W <br />w <br />12 <br />ULLJ U) <br />Q <br />U <br />( ^I <br />r <br />UzLLJ <br />Ucov <br />ry- <br />�) <br />N <br />� <br />4� <br />�+ <br />cfD <br />LLJ <br />z <br />00 <br />a <br />`,,�tisfllE6lg�p�' <br />� CENS' <br />No. 60880 <br />STATE OF z <br />f G �e <br />John Gutherman Jr., P.E. <br />FL. REG. #6o88o <br />16018 <br />a <br />0 <br />0 <br />CONTRACT DATE: 08,13.2017 <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: <br />SITE NUMBER: <br />STORE NUMBER: <br />Restaurant Shell <br />Zephyr Plaza <br />ZEPHYRHILLS. FL <br />ROOF <br />PLAN <br />S2mO <br />PLOT DATE: <br />