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HomeMy WebLinkAboutS004 - LOAD CRITERIA3 3 B.2 M M 17 17 A LL = 150 PSF MAX AXLE LOAD = 10,000 LB 1 M M 17 17 A 0.1 B.3 E.3 STAIRS LL = 100 PSF STAIRS LL = 100 PSF STAIRS LL = 100 PSF STAIRS LL = 100 PSF BALCONIES, TYP LL = 60 PSF OUTDOOR TERRACE SDL = 70 PSF LL = 100 PSF SNOW = 20 PSF + DRIFT OVERHANG SDL = 20 PSF SNOW = 20 PSF + DRIFT TYP FLOOR SDL = 20 PSF LL = 40 PSF CORRIDOR, COMMON SPACE SDL = 20 PSF LL = 100 PSF PORTE COCHERE SDL = 15 PSF SNOW = 20 PSF + DRIFT GB G3 G6 G.9A Z1+ 26 PSF Z1- -28 PSF Z2+ 26 PSF Z2- -45 PSF Z3+ 26 PSF Z1- -91 PSF NOTES: 1. WIND PRESSURES -(+) TOWARDS SURFACE & (-) AWAY FROM SURFACE 2. ALL LOADS ACTING TOWARDS SURFACE SHALL COLLECTIVELY BE KNOWN AS R+AND SHALL ACT SIMULTANEOUSLY WITH ONE ANOTHER. 3. ALL LOADS ACTING AWAY FROM SURFACE SHALL COLLECTIVELY BE KNOWN AS -R AND SHALL ACT SIMULTANEOUSLY WITH ONE ANOTHER. 4. WIND LOADS BASED ON 700 YR MRI AND 10 SF C&C 5. SEE DETAIL 4/S004 FOR SOFFIT WIND PRESSURES AND LOAD COMBINATIONS TO CHECK 3'-0"3 '-0 " 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0" GB G3 G6 G.9A SZ1+ 12 PSF SZ1--30 PSF NOTES: 1. WIND PRESSURES ON SOFFIT - (+) TOWARDS AND (-) AWAY FROM SURFACE. 2. WIND LOADS BASED ON 700 YR MRI AND 10 SF C&C. 3. COLD FORMED TRUSS MANUFACTURER TO CHECK THE FOLLOWING LOAD COMBINATIONS (TO BE CHECKED IN COMBINATION WITH OTHER LOAD EFFECTS PER ASCE 7-10 -DEAD, LIVE, SNOW ETC.) 1 2 3 4 R -SZ1 -R + SZ1 R + SZ1 -R -SZ1 GB G3 G6 G.9A SDL = 10 PSF SNOW = 20 PSF PV SOLAR ARRAY ADD'L 10 PSF SDL STAIRS LL = 100 PSF STAIRS LL = 100 PSF STAIRS LL = 100 PSF STAIRS LL = 100 PSF SDL = 29 PSF FLOOR FINISH, MEP AND CEILINGS LL = 40 PSF SDL = 29 PSF FLOOR FINISH, MEP AND CEILINGS LL = 40 PSF SDL = 29 PSF FLOOR FINISH, MEP AND CEILINGS LL = 40 PSF BALCONIES: SDL = 3 PSF COMPOSITE DECKING LL = 60 PSF BALCONIES: SDL = 3 PSF COMPOSITE DECKING LL = 60 PSF BALCONIES: SDL = 3 PSF COMPOSITE DECKING LL = 60 PSF WOOD FLOORS HAVE NOT BEEN DESIGNED TO SUPPORT MAN LIFTS G1.5 GI NOTES 1. T.B. = 42' -9" U.N.O. 2. WIND PRESSURES -(+) TOWARDS SURFACE & (-) AWAY FROM SURFACE 3. COLD FORMED TRUSS MANUFACTURER TO CHECK THE FOLLOWING LOAD COMBINATIONS (TO BE CHECKED IN COMBINATION WITH OTHER LOAD EFFECTS PER ASCE 7-10 -DEAD, LIVE, SNOW ETC.) 4. WIND LOADS BASED ON 700 YR MRI AND 10 SF C&C. Z1+ 26 PSF Z1- -28 PSF G1.5 GI SDL = 10 PSF SNOW = 50PSF G7.6 GI Z1+ 26 PSF Z1- -28 PSF NOTES 1. T.B. = 42' -9" U.N.O. 2. WIND PRESSURES -(+) TOWARDS SURFACE & (-) AWAY FROM SURFACE 3. COLD FORMED TRUSS MANUFACTURER TO CHECK THE FOLLOWING LOAD COMBINATIONS (TO BE CHECKED IN COMBINATION WITH OTHER LOAD EFFECTS PER ASCE 7-10 -DEAD, LIVE, SNOW ETC.) 4. WIND LOADS BASED ON 700 YR MRI AND 10 SF C&C. G7.6 GI SDL = 10 PSF SNOW = 50 PSF SDL = 33 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) CERTAIN DL = 8 PSF SDL = 12 PSF ROOFING, SUSPENDED MEP AND CEILINGS SL = 25 PSF SNOW, RAIN ON SNOW, AND SNOW DRIFT SDL = 33 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) SDL = 33 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) SDL = 37 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) SDL = 37 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) SDL = 5 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) SDL = 5 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) SDL = 37 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) SDL = 5 PSF MEP ABOVE ROOF WIND = 36 PSF (ULTIMATE) UPLIFT = 29 PSF (ULTIMATE) WOOD FLOORS HAVE NOT BEEN DESIGNED TO SUPPORT MAN LIFTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:18:09 PMS004 LOAD CRITERIATHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 1/32" = 1'-0"1 FIRST LEVEL PLAN SCALE: 1/32" = 1'-0"2 SECOND LEVEL PLAN SCALE: 1/16" = 1'-0"5 GARAGE RAMP ROOF - WIND PRESSURES SCALE: 1/16" = 1'-0"6 GARAGE RAMP ROOF WIND PRESSURES - SOFFIT SCALE: 1/16" = 1'-0"7 GARAGE RAMP ROOF CF TRUSS GRAVITY LOADS SCALE: 1/32" = 1'-0"3 LEVELS 3 - 5 SCALE: 3/16" = 1'-0"8 SW ELEVATOR LOBBY ROOF WIND PRESSURES SCALE: 3/16" = 1'-0"9 SW ELEVATOR LOBBY ROOF GRAVITY LOADS SCALE: 3/16" = 1'-0"10 SE ELEVATOR LOBBY ROOF WIND LOADS SCALE: 3/16" = 1'-0"11 SE ELEVATOR LOBBY ROOF GRAVITY LOADS SCALE: 1/32" = 1'-0"4 ROOF FRAMING PLAN Revision ID Transmittal Set Date Transmittal Set Name