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HomeMy WebLinkAboutS0.01 - STRUCTURAL - COVER SHEETS 3 T/FTG = X'-X" 3 DRAWING LEGEND POST-TENSION DEAD END (PLAN) POST-TENSION STRESSING END (PLAN) POST-TENSION PROFILE (PLAN) (IN INCHES) DETAILS OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER) TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIL) INDICATES CONCRETE COLUMN SYMBOL (REFER TO DIAPHRAGM INDICATES BEARING WALL BELOW INDICATES CONCRETE/TILT-UP CONCRETE WALL INDICATES MASONRY/CMU WALL INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) REVISION TRIANGLE TILT-UP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT-UP/ PRECAST CONCRETE WALL ELEVATIONS) CMU WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING SCHEDULE) ROOF/FLOOR DIAPHRAGM NAILING ELEVATION SYMBOL (T/ REFERS TO COMPONENT THAT THE ELEVATION REFERENCES) STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF EXCEEDS NUMBER SPECIFIED IN PLAN NOTE) DETAILS OR SECTION CUT (DETAIL NUMBER/SHEET NUMBER) INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED FRAME ELEVATIONS STRUCTURAL EXTENT SYMBOL SINGLE ARROW - END OF EXTENT DOUBLE ARROW - CONTINUOUS EXTENT ALONG THE ELEMENT LINE UNTIL THE ELEMENT IS INTERRUPTED INDICATES WIDE FLANGE COLUMN INDICATES BUNDLED STUDS CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL) MARK NAILING SCHEDULE) MARK DESCRIPTION DESCRIPTION INDICATES DIRECTION OF DECK SPAN INDICATES MOMENT FRAME CONNECTION INTERMEDIATE STRESSING (PLAN) INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO STUD RAIL DETAILS) STEEL/CONCRETE COLUMN SYMBOL (REFER TO STEEL COLUMN SCHEDULE) INDICATES EXISTING WALL INDICATES DRAG CONNECTION INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR TUBE STEEL (TS) COLUMN INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN INDICATES DOUBLE SHEAR CONNECTION (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) PILE CAP SYMBOL (REFER TO PILE CAP SCHEDULE) INDICATES PRECAST CONCRETE COLUMN F2.0 INDICATES WOOD POST 1P 0 INDICATES CANTILEVER CONNECTION 00 S0.0 1 1 8" DS SR__ 1 1 C1 XX"xXX" X SX.X XX/SXX.XX INDICATES REINFORCING TYPE (REFER TO THE REINFORCING SCHEDULE) 00TB ABBREVIATIONS INDICATES WOOD OR STEEL STUD SHEAR WALL LINE AND HOLD-DOWNS PER KEY ON SHEET INDICATES WOOD OR STEEL STUD BEARING WALL LINE PER KEY ON SHEET THRU Through W Wide THKND Thickened TYP Typical T&G Tongue & Groove TRANSV Transverse W/O Without W/ With WWF Welded Wire Fabric WP Working Point WHS Welded Headed Stud ± Plus or Minus UNO Unless Noted Otherwise VERT Vertical TDS Tie Down System TCX Top Chord Extension GEOTECH Geotechnical L Angle BMU Brick Masonry Unit TC AX LD Top Chord Axial Load DB Drop Beam C'SINK Countersink EXP JT Expansion Joint FDN Foundation FD Floor Drain EXT Exterior (E) Existing EXP Expansion EW Each Way EQUIP Equipment EQ Equal FIN Finish ELEV Elevator ELEC Electrical EL Elevation EF Each Face EA Each DWG Drawing DP Depth/Deep DO Ditto DN Down DL Dead Load DIAG Diagonal DF Douglas Fir DEV Development DBL Double DIA Diameter NIC Not In Contract OPP Opposite OPNG Opening OF Outside Face OD Outside Diameter OC On Center NTS Not To Scale OWSJ Open Web Steel Joist OWWJ Open Web Wood Joist PL Plate LONGIT Longitudinal LLV Long Leg Vertical LLH Long Leg Horizontal LL Live Load LF Lineal Foot LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MAS Masonry MISC Miscellaneous MIN Minimum MFR Manufacturer MEZZ Mezzanine MECH Mechanical MAX Maximum CMU Concrete Masonry Unit CJ Construction or Control Joint CJP Complete Joint Penetration CONT Continuous CONST Construction CONN Connection CONC Concrete COL Column CLR Clear CL or Centerline CIP Cast in Place C Camber B or BOT Bottom BLKG Blocking BLDG Building BRG Bearing B/ Bottom Of ARCH Architectural ALT Alternate ADDL Additional AB Anchor Bolt k Kips INT Interior IF Inside Face IE Invert Elevation ID Inside Diameter HORIZ Horizontal HD Hold-down HGR Hanger HF Hem-Fir HDR Header GWB Gypsum Wall Board HP High Point GL Glue Laminated Timber GALV Galvanized GA Gage FTG Footing F/ Face of SPEC Specification STRUCT Structural STIFF Stiffener STD Standard SST Stainless Steel SF Square Foot SYM Symmetrical T&B Top & Bottom SWWJ Solid Web Wood Joist T/ Top Of SQ Square STL Steel PSI Pounds Per Square Inch PSL Parallel Strand Lumber SCHED Schedule RET Retaining REQD Required REINF Reinforcing RD Roof Drain PT Pressure Treated P-T Post-Tensioned SHTHG Sheathing SIM Similar REF Refer/Reference R Radius PSF Pounds per Square Foot PLWD Plywood PJP Partial Joint Penetration HSS = TS (Hollow Structural Section) FLR Floor PAF Powder Actuated Fastener BP Baseplate DBA Deformed Bar Anchor DIST Distributed EMBED Embedment FRP Fiberglass Reinforced Plastic KSF Kips Per Square Foot LP Low Point PERP Perpendicular SOG Slab on Grade SR Studrail CTRD Centered IBC International Building Code CB Castellated Beam URM Unreinforced Masonry Unit PC Precast SMF Special Moment Frame STAGG Stagger/Staggered PREFAB Prefabricated T Top BTWN Between THRD Threaded SCBF Special Concentric Braced Frame BRBF Buckling Restrained Braced Frame OCBF Ordinary Concentric Braced Frame DEMO Demolish CLG Ceiling ADH Adhesive CLT Cross-Laminated Timber NLT Nail-Laminated Timber FRT Fire Retardant Treated SP Southern Pine SFRS Seismic Force- Resisting System C'BORE Counterbore LLBB Long Leg Back-to-Back SLBB Short Leg Back-to-Back SER Structural Engineer of Record CL 2W4 SB Site-Built FB Factory-Built OR INDICATES A LEDGER ©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 1 A M S0.01 1620 10/9/2020 STRUCTURAL -COVER SHEET JGM JAL GIBSON ACOUSTIC 1620 1894 ORVILLE WAY BOZEMAN, MT 59715 PERMIT SET -SHELL PACKAGE SHEET INDEX SHEET NUMBER SHEET TITLE S0.01 STRUCTURAL - COVER SHEET S0.02 STRUCTURAL - GENERAL NOTES S0.03 STRUCTURAL - GENERAL NOTES S2.00 STRUCTURAL - FOUNDATION PLAN S2.01 STRUCTURAL - NEW BUILDING FOUNDATION PLAN -WEST S2.02 STRUCTURAL - NEW BUILDING FOUNDATION PLAN - EAST S2.03 STRUCTURAL - EXISTING BUILDING FOUNDATION PLAN - EAST S2.10 STRUCTURAL - NEW BUILDING - MEZZANINE FRAMING PLAN S2.20 STRUCTURAL - EXISTING BUILDING ROOF FRAMING PLAN S3.01 STRUCTURAL - EXISTING CMU WALL ELEVATIONS S4.01 STRUCTURAL - FOUNDATION DETAILS S4.02 STRUCTURAL - FOUNDATION DETAILS S5.01 STRUCTURAL - DETAILS S5.02 STRUCTURAL - DETAILS S5.03 STRUCTURAL - DETAILS Sheet Total: 15 NO. DATE REVISION DESCRIPTION