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HomeMy WebLinkAbout60ROOF FRAMING PLAN - AREA ' A' SCALE: 1"=10'-O" GENERAL NOTES: 1. SEE S102 FOR STRUCTURAL NOTES. 2. SEE FLOOR FRAMING PLAN FOR COLUMN SIZES NOT SHOWN. 3. JOIST BEARING ELEVATIONS PER PLAN. ELEVATIONS ARE ABOVE REFERENCE FINISHED SLAB ELEVATION 100'-0" 4. JOIST GIRDER LOADS DO NOT INCLUDE GIRDER WEIGHT. 5. BRIDGING SHOWN IS FOR BIDDING. JOIST SUPPLIER SHALL DESIGN AND PROVIDE BRIDGING TO MEET SJI AND OSHA REQUIREMENTS. 6. PROVIDE FRAMES AT EQUIPMENT, DRAINS, FANS AND HATCHES WHERE INDICATED ON ARCHITECTURAL AND STRUCTURAL PLANS. VERIFY SIZE AND LOCATION WITH APPROPRIATE SUB—CONTRACTOR. SEE DETAILS FOR ANGLE SIZES. 7. DESIGN BEAM CONNECTIONS FOR REACTION SHOWN ON PLAN. REACTIONS ARE ULTIMATE LOADS. BEAMS WITHOUT REACTIONS NOTED SHALL BE DESIGNED FOR AN ULTIMATE END REACTION OF 16 KIPS. 8. DESIGN JOISTS FOR A NET UPLIFT OF 13 PSF IN FIELD AND 15 PSF WITHIN 18'-0" OF PERIMETER. NO INCREASE IN ALLOWABLE STRESS IS ALLOWED. DESIGN JOIST GIRDERS FOR A NET UPLIFT OF 5 PSF. 9. VERIFY MECHANICAL EQUIPMENT SIZE, LOCATION, WEIGHT, AND QUANTITIES WITH MECHANICAL CONTRACTOR. STRUCTURAL ENGINEER MUST REVIEW ALL MECHANICAL INFORMATION THAT DIFFERS FROM THAT SHOWN. 10. SEE S304 FOR MASONRY LINTELS 11. DESIGN JOIST FOR AXIAL FORCE SHOWN THUS < X FORCE CAN BE TENSION OR COMPRESSION AND IS TRANSFERRED TO THE DIAPHRAGM OVER THE LENGTH OF THE JOIST. 12. SEE FLOOR FRAMING PLAN FOR COLUMN SIZES KEY NOTES: 1/2" 22 GA. TYPE B DECK (SEE <D1 QLL SHT. S323) FRAME FOR ROOF DRAIN & (DANGLE OVERFLOW DRAIN, SKYLIGHT, ROOF Iii HATCH OR MECHANICAL FAN (SEE SHT. S323) OHORIZONTAL BRIDGING PER S.J.I. & W O.S.H.A. SPECS. ODIAGONAL BOLTED BRIDGING PER O S.J.I. & O.S.H.A. SPECS. Q UPLIFT BRIDGING AT FIRST BOTTOM O5 CHORD PANEL POINT EACH END OF EACH JOIST, TYPICAL. & FRAME COORDINATE SIZE, ORTU WEIGHT & LOCATION WITH MECHANICAL CONTRACTOR. JOIST SUPPLIER VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH G.C. & MECHANICAL CONTRACTOR. DESIGN NOTED JOISTS FOR POINT LOADS SHOWN. OSCUPPER & DOWNSPOUT (SEE ARCH. & PLUMBING DWGS.) OPRECAST CONCRETE WALL PANELS OCMU BEARING WALL BELOW 10 EF — DESIGN & DETAIL PRECAST PLANKS FOR LOADS FROM EF. VERIFY WEIGHT, LOCATION AND REQUIRED OPENING SIZE WITH SUPPLIER K KICKER �— MOMENT CONNECTION O QLL rl U Iii >=S Q J W W O J Q W P. \v 1STfRF� 870326 STATE OF IND I A14 �''/,,s/ONAL W J J z Ld Of N t cD rn z 0 L a U a N � W m V) o r Li mui pzp Y J U ui U U U 9 1 4 >; < < Lu Q'0 © 2013 PROFESSIONAL. ENGINEERS' GROUP, INC. ROOF FRAMING PLA AREA 'A' S204