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HomeMy WebLinkAboutS4.02 - STRUCTURAL - FOUNDATION DETAILSCL R 3" PER PLAN REINF PER PLAN COL PER PLAN SOG & REINF PER PLAN GRID TYP 3" CLR T/SLAB PER PLAN CONTROL JOINT PER T/FTG PER PLAN 1"+- NON-SHRINK GROUT 5/8" BASEPLATE W/ (4) 3/4"Ø AR W/ 9" EMBED PL A N PE R 1 1/2" 1 1/2" 4/S4.02 3'-0" LAP PER SCHED, TYP 1 1/2"x3 1/2"x1'-6" KEY, CTRD IN WALL CONC WALL & REINF PER PLAN 1 1/2"x3 1/2" KEY AT FTG MID-DEPTH T/WALL PER PLAN T/FTG PER PLAN CONC FTG & REINF PER PLAN CL R 3" PL A N PE R SOG & REINF PER PLAN PL A N PE R C L R 3" REINF PER PLAN REINF PER PLAN, CTRD IN WALL (ALT HOOKS) T/SLAB PER PLAN T/FTG PER PLAN FIN GRADE CONC FTG PER PLAN CONC WALL PER PLAN #4 x 24" @ 18"OC 24" MI N 8" INFILL CONC TO BE CAST AFTER COL BP HAS BEEN GROUTED COL PER PLAN T YP 2 " CLR TYP 6" BP & AB'S PER PLAN #4 TRIM BAR, CTRD, TYP CONTROL JOINT OR CONST JOINT 24" 24" #4 DOWEL @ 16" OC #4 CONT 8" CONC WALL W/ #5 @ 12" OC EW CIPC SLAB PER PLAN L4x4x1/4 CONT W/ 1/2"Ø x4" STUDS @ 16" OC, SEE ARCH FOR ADDL INFO & REQUIRED LOCATIONS CHAMFER, SEE ARCH FOR ADDL INFO CONC FTG PER PLAN #4 @ 16" OC DOWEL, ALT HOOK PER PLAN T/WALL PER PLAN T/SLAB 8" PER PLAN T/FTG DOCK BUMPERS, SEE ARCH FOR ADDIT INFO 6" ± TYP 2" CLR 4' - 0 " M A X 3'-6" PE R P L A N WALL VERT REINF W ALT HOOKS PER PLAN WALL HORIZ REINF PER PLAN FTG REINF PER PLAN LA P P E R S C H E D T/WALL PER PLAN OR SLAB PER ARCH/ FIN GRADE CIVIL FIN GRADE PER ARCH/ CIVIL WATERPROOFING PER ARCH 8" FIN GRADE PER ARCH/ CIVIL 1'-2" CL R 3" PER PLAN REINF PER PLAN DOUBLE TIMBER COL PER PLAN GRID T/FTG PER PLAN SECTION CONC PIER & REINF PER PLAN 1"+- NON-SHRINK GROUT 5/8"x11"SQ BASE PLATE W/ (4) 5/8"Ø AR W/ 12" EMBED T/PIER PER PLAN CHAMFER EDGE PER ARCH GRID PL A N PE R HO O P , T Y P 2" T O 1 s t #3 TIES @ 10" OC W/ (3) TIES @ 4" OC AT TOP (4)#5 VERT TY P 1 1 / 2 " C L R 1' - 2 " 1'-2" CHAMFER PER ARCH 7" EW KNIFE PL 3/8x8x0'-10" (3/8x3x0'-10" AT QUAD POST) 4" 4" 2" 5/8"Ø THRU BOLTS, TYP 11 1/2" PIER SECTION GAP 4 1/2" (2) 4x12 COL PLAN (4) 4x4 COL PLAN 1 1 / 2 " 5" 1 1 / 2 " 4 1/2" 11 1/2" 11 1/2" 4 1/2" 1 1 / 2 " 1 1 / 2 " 1 ADDL #4 @ 12"OC REINF PER PLAN SOG & REINF PER PLAN PER PLAN CL R 3" #4 x 24" @ 18"OC T/SLAB PER PLAN STEEP AS POSSIBLE (E) CONC FND WALL (E) CMU WALL 4" M I N #4x1'-6" DOWEL @ 48"OC W/ 4" EMBED INTO (E) CONC WALL MEP PER TYP 8" T/SLAB PER PLAN B/CONC PER MEP (3) #5 CONT #4 @ 12"OC #4 x 12" @ 12"OC, TYP EA SIDE & END PREFAB TRENCH GRATE & INSERT FRAME,PER MEP #5 CONT (TYP EA SIDE & FND) (8 " M I N ) VA R I E S 12" (2) #4 (EXTEND 24" PAST TROUGH, ALL SIDES) SOG & REINF PER PLAN FLR TROUGH, SIZE, TYPE & LOCATION PER ARCH/PLUMBING DWGS FLOOR TROUGH FLOOR DRAIN T/SLAB PER PLAN 8" TYP 8" SLOPE PER ARCH #4 (EXTEND 24" PAST DRAIN, ALL SIDES) SOG & REINF PER PLAN FLR DRAIN, SIZE, TYPE & LOCATION PER ARCH/PLUMBING DWGS T/SLAB PER PLAN 8" SLOPE PER ARCH TYP 8" SLOPE PER ARCH SLOPE PER ARCH #4 CONT SOG & REINF PER PLAN STEEP AS POSSIBLE (2) #4 CONT, MIN 1' - 0 " M I N 1'-0" DOWELS x TO MATCH SLAB REINF T/SLAB FIN GRADE PER ARCH 24" CL R 3" ©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 : 5 2 A M S4.02 1620 10/9/2020 STRUCTURAL -FOUNDATION DETAILS JGM JAL GIBSON ACOUSTIC 1620 1894 ORVILLE WAY BOZEMAN, MT 59715 PERMIT SET -SHELL PACKAGE SCALE: 3/4" = 1'-0" 5 INTERIOR SPREAD FOOTING AT STEEL COLUMN (BELOW GRADE) (03007) SCALE: 3/4" = 1'-0" 2 TYPICAL CONCRETE WALL AND FOOTING CONSTRUCTION JOINT (03142) SCALE: 3/4" = 1'-0" 3 CONCRETE SLAB AND WALL AT DOOR OPENINGS (03033A) SCALE: 3/4" = 1'-0" 4 PLAN - TYPICAL CONTROL JOINT AT HSS COLUMN (03212) SCALE: 3/4" = 1'-0" 9 TYPICAL CONC WALL AT DOCK SCALE: 3/4" = 1'-0" 10 CANTILEVERED SITE RETAINING WALL (02304) SCALE: 1" = 1'-0" 11 EXTERIOR PIER AT (N) CANOPY SCALE: 3/4" = 1'-0" 6 EXTERIOR THICKENED SLAB EDGE FOOTING AT EXISTING INTERFACE (03030) SCALE: 3/4" = 1'-0" 7 PREFABRICATED TRENCH DRAIN (03243A) SCALE: 3/4" = 1'-0" 8 TYPICAL SLAB ON GRADE FLOOR DRAINS (03244) NO. DATE REVISION DESCRIPTION 1 11.13.20 Addendum 1 2 12.8.20 Revision 2 / AHJ Review SCALE: 3/4" = 1'-0" 1 TYPICAL THICKENED SLAB EDGE FOOTING (03203) 2