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HomeMy WebLinkAboutS5.02 - STRUCTURAL - DETAILS(E) CMU WALL 1 1 / 2 " M I N (N) (3) 5/8"Ø TITEN HD @ 32"OC, 4" EMBED INTO SOLID GROUTED CELLS, FOLLOW MFR REQUIREMENTS FOR INSTALLATION TO MASONRY WALLS 22GA PBR ROOF PANEL (N) JOIST PER PLAN S/HJCT OR LVB HANGER AT EA JOIST (N) CHANNEL PER PLAN PER EXISTING DRAWINGS, VERTICAL GROUTED CELLS ARE PRESENT AT 32" OC. CONTACT DCI IS THIS IS CONDITIONS VARY BEAM PER PLAN 22 GA PBR ROOF PANEL JOIST PER PLAN W/ S/HJCT OR LBV HANGER SHTHG PER PLAN 8d @ 6" oc EDGE NAILING AT ALL SUPPORTED PANEL EDGES & DIAPHRAGM PERIMETER 8d @ 12" OC FIELD NAILING AT INTERMEDIATE SUPPORTS 2x BLKG AT PANEL EDGES WHERE/IF INDICATED ON PLAN 1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". 2. MINIMUM SHEATHING SHEET SIZE SHALL BE 24"x48". 3. NAILS SHALL NOT BE OVERDRIVEN. 4. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL. 5. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES. NOTES: FLR OR ROOF FRAMING MEMBERS COL PER PLAN 5/8" BASE PL TYPICAL PLANS CL COL 5/8" BP (4) 5/8"Ø EPOXY THRD RODS, 6" EMBED INTO (E) CMU WALL ELEVATION (E) CMU WALL PER PLAN SECTION 1/4 CL C O L = CL W A L L , TY P TYP 1 1/2" 6" 2 1/2" T/WALL PER PLAN SE C T I O N PLAN 5/8" BASE PL 4" 2 1 / 2 " 1 1 / 2 " (E) CMU WALL PER PLAN 6" COL PER PLAN 5/8" BASE PL TYPICAL PLANS CL COL 5/8" BP (4) 5/8"Ø LAGS, 6" MIN EMBED INTO (E) GLULAM (E) BEAM PER PLAN SECTION 1/4 CL C O L = CL W A L L , TY P TYP 1 1/2" 6" 2 1/2" SE C T I O N PLAN 5/8" BASE PL 4" 2 1 / 2 " 1 1 / 2 " (E) BEAM PER PLAN PROVIDE (N) BLKG BLW BP IF NO BRG PRESENT REPLACE SHTHG AS NEEDED FOR BLKG INSTALLATION (E) TJL JOIST 2x8 FASCIA W/ (3) 16d @ EA JOIST ROOF JOIST PER PLAN GL BEAM PER PLAN ROOF SHTHG PER PLAN 2x BLKG W/ 10d TOENAILS @ 12"OC 10" HEADLOK @ EA JOIST PT 2x LEDGER W/ 3/4"Ø EPOXY BOLT W/ 6" EMBED INTO GROUTED CELLS @ 32"OC HU HANGER 8d @ 6"OC (E) CMU WALL PER EXISTING DRAWINGS, VERTICAL GROUTED CELLS ARE PRESENT AT 32" OC. CONTACT DCI IS THIS IS CONDITIONS VARY T/SHTHG PER PLAN 5" NOTCH TOP OF COL AS REQUIRED DOUBLE 4x12 TIMBER COL (QUAD 4x4 AT CORNER) (4) 5/8"Ø THRU BOLTS @ 6" GAGE GL BEAM PER PLAN 5 1/8" GAP 4 1/2" 3" 4" HSS 6x6 GIRT BTWN ADJACENT PEMB COLUMNS. COORD ATTACHMENT W/ DCI & PEMB MANUF PEMB WALL PER MFR 2x LEDGER W/ (2) #10 SELF-TAPPING SCREWS @ 16" OC 8d @ 6" OC 2x FASCIA W/ (3) 16d @ EA JOIST ROOF JOIST PER PLAN WD BEAM PER PLAN ROOF SHTHG PER PLAN 2x BLKG W/ 10d TOENAILS @ 12"OC 8" HEADLOK @ EA JOIST HU HANGER (E) CMU WALL PER PLAN PRE-ENGINEERED METAL BULIDING (E) BEAM PER PLAN (E) TJL JOIST (E) TJL JOIST W16x BEAM BEYOND W-BM PER PLAN CF JOIST PER PLAN 22 GA PBR ROOF PANEL S5.02 5 S5.02 4 PIPE COL PER PLAN SHEAR TAB PER , TYP 5/S5.01 S5.02 2 PER ARCH ©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 4 A M S5.02 1620 10/9/2020 STRUCTURAL -DETAILS JGM JAL GIBSON ACOUSTIC 1620 1894 ORVILLE WAY BOZEMAN, MT 59715 PERMIT SET -SHELL PACKAGE SCALE: 1" = 1'-0" 1 (N) CHANNEL TO (E) CMU WALL SCALE: 1" = 1'-0" 2 OVERFRAMING JOIST TO STEEL BEAM (06909) SCALE: 1" = 1'-0" 3 PLAN - TYPICAL FLOOR AND ROOF SHEATHING ATTACHMENT (06230) SCALE: 1" = 1'-0" 4 (N) STUB COLUMN TO (E) CMU WALL SCALE: 1" = 1'-0" 5 (N) STUB COLUMN TO (E) GL BEAM SCALE: 1" = 1'-0" 6 (N) CANOPY AT EXISTING BLDG SCALE: 1" = 1'-0" 7 BEAM/COLUMN CONNECTION AT CANOPY SCALE: 1" = 1'-0" 8 CANOPY CONNECTION TO PEMB SCALE: 3/4" = 1'-0" 9 OVERFRAMING PLATFORM AT EXISTING ROOF NO. DATE REVISION DESCRIPTION