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HomeMy WebLinkAboutS2.02 - STRUCTURAL - NEW BUILDING FOUNDATION PLAN - EASTS S S 03 03 04 04 B B C C D D 5" CONC SLAB ON GRADE W/ #4 @ 18"OC EW CTRD PER PLAN NOTES T/SLAB = 100'-0" F5.0 T/WALL = 100'-0" T/FTG = (E) T/FTG F5.0 F5.0 F5.0 F5.0 F5.0 T/FTG = 96'-0" , TYP UNO 1'-6"Wx12"DP CONT FTG W/ (2) #4 CONT T/PIER = 100'-0" , TYP UNO 8" CONC WALL W/ #4 @ 18"OC VERT & #4 @ 12"OC HORIZ 1'-6"Wx12"DP CONT FTG W/ (2) #4 CONT 2'-0"Wx12"DP THICKENED SLAB EDGE W/ (3) #4 CONT 2'-0"Wx12"DP THICKENED SLAB EDGE W/ (3) #4 CONT F5.0 F5.0 F5.0 F5.0 F5.0 T/FTG = (E) T/FTG (SEE NOTE 12) T/FTG = (E) T/FTG (SEE NOTE 12) T/FTG = (E) T/FTG (SEE NOTE 12) T/FTG = (E) T/FTG (SEE NOTE 12) T/FTG = (E) T/FTG (SEE NOTE 12) P1 F4.0 P1 F4.0 T/FTG = 96'-0" , TYP UNO T/WALL = 100'-0" T/FTG = (E) T/FTG (SEE NOTE 12) P1 F4.0 T/FTG = (E) T/FTG 8" CONC WALL W/ #4 @ 18"OC VERT & #4 @ 12"OC HORIZ F6.0 T/FTG = 99'-4" HSS5x5x3/8 F6.0 HSS5x5x3/8 F6.0 HSS5x5x3/8 F6.0 HSS5x5x3/8 F6.0 HSS5x5x3/8 F6.0 HSS5x5x3/8 F3.0 HSS4x4x1/4 F3.0 HSS4x4x1/4 F6.0 HSS5x5x3/8 F6.0 HSS5x5x3/8 F3.0 HSS4x4x1/4 F3.0 HSS4x4x1/4 HSS4x4x1/4 F3.0 HSS4x4x1/4 T/FTG = 99'-4" 18" SQ CONC PIER W/ (4)#5 VERTS & #3 TIES @ 10" OC (3 PLACES THIS LINE) P2 TYP, UNO S4.01 12 S4.01 9 TYP ALONG GRID 'D' S4.01 12 S4.01 9 S4.01 10 S4.02 6 S4.01 10 S4.01 10 S4.02 6 S4.01 10 S4.02 5 TYP AT INT COL 134'-8" 52 ' - 0 " 47 ' - 6 " 134'-8" 52 ' - 0 " 47 ' - 6 " 13'-2 1/4" 3'-5 3/4" 16'-4" 5'-10" 7'-0" 3'-8 1/2" 1' - 2 1 / 2 " 33 ' - 3 1 / 2 " 14 ' - 1 1 1 / 2 " 34 ' - 3 " 15 ' - 9 1 / 2 " 1 8 '- 0 " T Y P 3 0 .0 0 ° (2)#6 HAIRPIN REBAR, TYP WHERE SHOWN P2 TYP, UNO 2'-0"Wx8"DP THICKENED SLAB W/ (2) #4 CONT AT SHEARWALL LOCATIONS S5.03 4 S5.03 4 S5.03 4 F5.0 F6.0 HSS5x5x3/8 F6.0 HSS5x5x3/8 1 F3.0 STEEL STAIR 58'-2" 25'-10" 50'-8" 9" 1 P1 F4.0 1 1 5" CONC SLAB ON GRADE W/ #4 @ 18"OC EW CTRD PER PLAN NOTES T/SLAB = 100'-0" 1 11 1 METAL BLDG - PIER FND REINF SCHEDULE MARK REINFORCING VERT HORIZ ADDITIONAL REMARKS P1 (6) #5 #3 @ 10"OC P2 (8) #5 #3 @ 10"OC (3) #3 TIES @ 4"OC AT TOP OF PIER (3) #3 TIES @ 4"OC AT TOP OF PIER P3 (12) #5 #3 @ 10"OC (3) #3 TIES @ 4"OC AT TOP OF PIER NOTES: SEE FOR TYPICAL PIER LAYOUT 9/S4.01 P4 (8) #5 #3 @ 10"OC (3) #3 TIES @ 4"OC AT TOP OF PIER 1 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.1, S0.2, AND S0.3. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR PLUMBING AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 100'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE VAPOR BARRIER BELOW SLAB AND SUBGRADE PREPERATION PER GEOTECH REPORT. 5. ALL INTERIOR AND EXTERIOR FOOTINGS TO BE FOUNDED BELOW THE EXISTING CLAY SOILS. FOOTING ELEVATIONS ON PLAN SHALL BE COORDINATED WITH DEPTHS OF CLAY MATERIALS. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION REGARDING SUITABLE BEARING MATERIAL AND ANY SUBGRADE PREPERATION. 6. PROVIDE CONTROL JOINTS PER REQUIREMENTS NOTES IN 7. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. 8. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 9. INDICATES CONCRETET BLOCKOUT AT OPENINGS. SEE FOR ADDIT INFO 10. INDICATES APPROXIMATE LOCATION OF FOOTING STEP PER 11. BUILDING FOOTINGS TO BE SUPPORTED ON RAMMED AGGREGATE PIERS. COORD W/ DCI AND GEOTECH AS REQUIRED. RAMMED AGGREGATE PIERS TO BE DESIGNED AND LOCATED BY PIER INSTALLER. 12. TOP OF EXISTING FOOTINGS AT 90'-0" BASED ON ORIGINAL CONSTRUCTION DRAWINGS. VERIFY IN FIELD. 13. TYPICAL DETAILS PER: S4.01 TYPICAL FOUNDATION DETAILS S4.02 TYPICAL FOUNDATION DETAILS FOUNDATION PLAN NOTES: 3/S4.02 1. FOUNDATION DESIGN BASED ON PRELIMINARY/ASSUMED REACTIONS. FINAL FOUNDATION DESIGN WILL BE BASED ON REACTIONS PROVIDED BY THE SELECTED PRE-ENGINEERED METAL BUILDING (PEMB) MANUFACTURER. 2. CONTRACTOR TO FULLY COORDINATE PIER AND ANCHOR BOLT LAYOUT W/ PEMB ANCHOR BOLT PLANS AND DETAILS PRIOR TO CONSTRUCTION 3. SEE S2.00 FOR PEMB PIER FOUNDATION LOCATIONS. VERIFY LAYOUT W/ FINAL PEMB PLANS AND CONTACT DCI WITH ANY DISCREPENCIES. METAL BUILDING FOUNDATION NOTES: 3/S4.01 8/S4.01 ©Copyright D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. www.dci-engineers.com CIVIL / STRUCTURAL ®1060 Fowler Ave, Suite 202 Bozeman, Montana 59718 P: (406) 556-8600 BIM FILE PATH: SHEET NO.: TITLE: copyright 2018 SMA, P.C. REVISIONS: KEYMAP: HELENA 920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com ARCHITECT SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: CONSULTANT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: PROJECT NUMBER: Plo t D a t e : BOZEMAN 109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com LOGO: C:\Users\jlovgren\Desktop\Local Revit\STRUCT_20151-0023_Gibson Guitar_R20 JAL.rvt 12 / 8 / 2 0 2 0 1 1 : 2 5 : 4 6 A M S2.02 1620 10/9/2020 STRUCTURAL -NEW BUILDING FOUNDATION PLAN -EAST JGM JAL GIBSON ACOUSTIC 1620 1894 ORVILLE WAY BOZEMAN, MT 59715 PERMIT SET -SHELL PACKAGE NSCALE: 1/8" = 1'-0" NEW BUILDING FOUNDATION PLAN - EAST SPREAD FOOTING SCHEDULE TYPE SIZE REINFORCING COMMENTS LENGTH WIDTH DEPTH F2.0 2'-0" 2'-0" 10" (3) #4 EW F3.0 3'-0" 3'-0" 1'-0" (4) #4 EW F4.0 4'-0" 4'-0" 1'-0" (5) #4 EW F5.0 5'-0" 5'-0" 1'-2" (6) #5 EW F6.0 6'-0" 6'-0" 1'-4" (7) #5 EW 1 1 NO. DATE REVISION DESCRIPTION 1 11.13.20 Addendum 1