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HomeMy WebLinkAbout61310'-7" ROOF FRAMING PLAN - AREA 'B' SCALE: I"=10'-0" GENERAL NOTES: z jEr z nm 1. SEE S102 FOR STRUCTURAL NOTES. 25Woc0"o'��'o�V20: R K aW ow mwg�Wox . z X6jmxzEq 2. SEE FLOOR FRAMING PLAN FOR COLUMN SIZES NOT SHOWN. a=Z0 gFS NItomm,go W ov)zV) Y �W W-WGO�WW,=�C ��;���sa�o 3. JOIST BEARING ELEVATIONS PER PLAN. ELEVATIONS ARE ABOVE REFERENCE FINISHED SLAB ELEVATION 100'-0" Q Z Q 4. JOIST GIRDER LOADS DO NOT INCLUDE p GIRDER WEIGHT. Z O a 5. BRIDGING SHOWN IS FOR BIDDING. JOIST J SUPPLIER SHALL DESIGN AND PROVIDE w :2 BRIDGING TO MEET SJI AND OSHA Q Q REQUIREMENTS. J U � 6. PROVIDE FRAMES AT EQUIPMENT, DRAINS, () FANS AND HATCHES WHERE INDICATED ON ARCHITECTURAL AND STRUCTURAL PLANS. LL VERIFY SIZE AND LOCATION WITH APPROPRIATE SUB -CONTRACTOR. SEE >= DETAILS FOR ANGLE SIZES. _ V) mr 7. DESIGN BEAM CONNECTIONS FOR Of REACTION SHOWN ON PLAN. REACTIONS Ll.l j ARE ULTIMATE LOADS. BEAMS WITHOUT J REACTIONS NOTED SHALL BE DESIGNED N FOR AN ULTIMATE END REACTION OF 16 LQ ■i KIPS. 0 Q uj 8. DESIGN JOISTS FOR A NET UPLIFT OF 13 Z PSF IN FIELD AND 15 PSF WITHIN 18'-0" D J < OF PERIMETER. NO INCREASE IN Q ALLOWABLE STRESS IS ALLOWED. DESIGN JOIST GIRDERS FOR A NET UPLIFT OF 5 PSF. w = W 9. VERIFY MECHANICAL EQUIPMENT SIZE, Z w LOCATION, WEIGHT, AND QUANTITIES WITH Q i MECHANICAL CONTRACTOR. STRUCTURAL ENGINEER MUST REVIEW ALL MECHANICAL � INFORMATION THAT DIFFERS FROM THAT c0 SHOWN. rn 10. SEE S304 FOR MASONRY LINTELS 11. DESIGN JOIST FOR AXIAL FORCE SHOWN 0 THUS < X FORCE CAN BE TENSION OR COMPRESSION AND IS TRANSFERRED TO 0 THE DIAPHRAGM OVER THE LENGTH OF THE JOIST. a 12. SEE FLOOR FRAMING PLAN FOR COLUMN SIZES KEY NOTES: 1/2" 22 GA. TYPE B DECK (SEE O1 SHT. S323) FRAME FOR ROOF DRAIN & P OANGLE 2 OVERFLOW DRAIN, SKYLIGHT, ROOF HATCH OR MECHANICAL FAN (SEE SHT. S323) `�\�t`..0�r,ISTERf6.,'lq'� BRIDGING PER S.J.I. & = * : `J 0. OHORIZONTAL O.S.H.A. SPECS. 870326 � STATE Of �,� DIAGONAL BOLTED BRIDGING PER 4 S.J.I. & O.S.H.A. SPECS. O '%� FS •R01 AN?. ' ��\\,� /ONA� OUPLIFT BRIDGING AT FIRST BOTTOM CHORD PANEL POINT EACH END OF �'� I I w ``\� EACH JOIST, TYPICAL.Gw� /10 i ❑ ❑ O6 RTU & FRAME COORDINATE SIZE, WEIGHT & LOCATION WITH MECHANICAL CONTRACTOR. JOIST �I SUPPLIER VERIFY MECHANICAL UNIT d LOADS AND LOCATIONS WITH G.C. & = ❑ MECHANICAL CONTRACTOR. DESIGN � NOTED JOISTS FOR POINT LOADS Li SHOWN. & DOWNSPOUT (SEE ARCH. ® ® o OSCUPPER & PLUMBING DWGS.) Q) O PRECAST CONCRETE WALL PANELS c73 n mom., CD OCMU BEARING WALL BELOW V) o 10 EF - DESIGN & DETAIL PRECAST ZZ co o PLANKS FOR LOADS FROM EF. VERIFY WEIGHT, LOCATION AND REQUIRED OPENING SIZE WITH co z SUPPLIER K KICKER �— MOMENT CONNECTION o � a U <n °° W 0 17, ROOF PLANK DESIGN LOADS y m O u o LIVE/RAIN/SNOW LOAD 85 PSF to to O Z ? o M a M SUPERIMPOSED DEAD LOAD 15 PSF SELF WEIGHT c DETERMINED BY PLANK SUPPLIER 0 Z } N � w � a m Z 3 � v Y Q � Q W Q w O B © 2013 PROFESSIONAL ENGINEERS' GROUP, INC. ROOF FRAMING PLAN Li AR EA '13' KEY PLAN N 5205 SCALE: NONE