Midwestern Engineers, Inc. Plan Preview

I ROOF FRAMING PLAN KEYED NOTES I 0 051 2 00-aTRUGTURAL STEEL FRAMINg GALV. W8x10 STEEL GIROER BEAM 0 051 2 00-STRUCTURAL STEEL FRAMINg GALV. DIAGONAL W8x10 STEEL BEAM w/ HSS TUBE STEEL WELDED TO TOP FOR ATTACHING MTL DECK PAN. 0 05 2 100-aTEEL JOIST FRAMINg 1OK1 OPEN WEB STL BAR JOIST 0 Q52100-STEEL JQlaT FRAMING 16K 2 OPEN WEB STL BAR JOIST 0 0531OO-STEE1. DECKING METAL DECK PAN © Qo1200-STRUCTURAL aTEEL FRAMINQ W6x9 STEEL BEAM @ 3 2 " 0.C. (4 TOTAL) 0 Qo12QO-STRUCTURAL STEEL FRAMINQ C8x15 SUPPORT CHANNEL BELOW 0 077100-EQGE METAL ROOF SPECIALITIES EDGE METAL FLAT COPING (C) 0 07710Q-EDGE METAL ROOF SPEG16LITIES GUTTER & DOWNSPOUT (GD) @ 07o32J-EPDM ROOFING ROOF MEMBRANE ' "' A. / E ' .. ... ,S1.05 ' I "' ' s- I D - 0- I 1 --- ___ _J / / ' � 4 D 20'-o" 0- 1 2 ·-9r I � MATCH SLOPE T' TT � r: I ' � � 2 2 I I I D ' S1 05 I 8 N "' N 0 ' , 9 N • . . --@ ----0 3 (') -.. I 1 ' I N 7 6 10 5 I . (') NOTE, 0 . . .. ,' . . . . D CONTRACTOR SHALL INSTALL TEMPORARY POST UNDER EXISTING STEEL GIRDER BEAM UNTIL SPLICE CONNECTION IS COMPLETE. 0 PROPOSED STRUCTURAL ROOF FRAMING PLAN SCALE, 1/4" - 1'-0" ' GENERAL CONSTRUCTION NOTES 1 ITEMS THAT ARE NOT CALLED OUT ARE ASSUMED TO BE EXISTING. 2 PROVIDE & INSTALL BAR JOIST BRIDGING IN ACCORDANCE w/ SJI. CONTRACTOR SHALL SUBMIT OPEN WEB STL JOIST SHOP DWG'S FOR INITIAL REVIEW TO ENSURE SIZE & LOADING CRITERIA HAVE BEEN MET. FINAL DESIGN 3 SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF INDIANA & SHALL BE SUBMITTED TO ENGINEER/OWNER FOR FINAL REVIEW PRIOR TO FABRICATION. D DESIGN CRITERIA ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES. SNOW, Pc 15.0 PSF GROUND SNOW LOAD P, 10.4 PSF FLAT ROOF SNOW LOAD Pm 15.0 PSF MINIMUM FLAT ROOF SNOW Ps 10.4 PSF SLOPED ROOF SNOW LOAD Cs 1.0 SLOPE FACTOR C. 0.9 SNOW EXPOSURE FACTOR I, 1.0 SNOW LOAD IMPORTANCE FACTOR c, 1. 1 THERMAL FACTOR WIND. Vu1t 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) V ASD 90 PSF NOMINAL DESIGN WIND SPEED RISK II CATEGORY EXPOSURE CATEGORY C GCpi ±0.55 PARTIALLY ENCLOSED "STORAGE" SIDE / ±0.18 "OFFICE" SIDE 9 C&C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING ROOF PRESSURE SEISMIC· I, 1.0 SEISMIC IMPORTANCE FACTOR s, 0.43g 0. 2 s SPECTRAL RESPONSE ACCELERATION s, 0.18g 1s SPECTRAL RESPONSE ACCELERATION Sos 0.40g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION So, 0. 2 4g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION SITE D DEFAULT VALUE CLASS SEISMIC DESIGN D CATEGORY V 3.71 KIP DESIGN BASE SHEAR w 65.0 KIP EFFECTIVE SEISMIC WEIGHT Cs 0.057 SEISMIC RESPONSE COEFFICIENT R 7.0 RESPONSE MODIFICATION COEFFICIENT SOIL, Ha 60 PSF /FT DESIGN LATERAL ACTIVE SOIL PRESSURE Ho 100 PSF /FT DESIGN LATERAL AT-REST SOIL PRESSURE qA 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE qp 100 PSF /FT LATERAL BEARING RESISTANCE µ 130 PSF SLIDING COEFFICIENT D PROPOSED STRUCTURAL ROOF FRAMING PLAN & DETAILS I (I) � I- z z� ww � � wf U z >::i 7- 0- � . a:� �� D. :l Cir:: z ��1[�5 - z o I:'""' 0 �wu.<a: w� > w 1-ili ,....o (/)It oz >- I- w (I) a: � II. w Cir:: en ffi i I-= <( � 2: 0 REVISIONS BID SET Cl 2023 Midwestcm Engineers. Irie. 802 West Broadway Street P.O. Hox 295 Loogootee, Indiana 47553 DATE NOV. 2023 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK PROJECT NUMBER 2017043-01 S1 .04 19 OF 47 FIL£ NUMBER 43652 I Do Not Use Plan Previews for Take Off