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HomeMy WebLinkAboutB17-0285_S-001_1507158082.pdfSYMBOL DESCRIPTION PENETRATION THRU STRUCTURAL MEMBER OVERFRAMING CAST-IN-PLACE CONCRETE BELOW FLOOR X SYMBOL DESCRIPTION FTG MARK (SF = STRIP FTG) T/FTG EL F1 XX'-X" MOMENT CONNECTION AXIAL DRAG CONNECTION TYPE DECK TYPE DECK SPAN DIRECTION T/SLAB AT SLAB-ON-DECK WS1 XXXX'-XX" XXk XXk BEAM SIZE (XXX'-XX") EL OF T/STEEL ULTIMATE BM REACTION USING LRFD LOAD COMBINATIONS (KIPS) STEEL BEAM SYMBOL DESCRIPTION ELEVATION CALLOUT STEP SLOPE KEY NOTE SUBGRADE FORM SAVER DRAWING REVISION NUMBER CURRENT REVISION CLOUD 1 X SERVICE LOAD PROVIDED FOR SPECIALTY DESIGNER WELDED-WIRE REINFORCEMENT SECTION OR DETAIL CUT SHEET NUMBER GRID LINES X XX X SOG4A XXXX'-XX" SLAB THICKNESS TYPE T/SLAB SLAB TYPE COLUMN SIZE OR MARK BASE PLATE TYPE WOOD SHEAR WALL ABOVE FLOOR CAST-IN-PLACE CONCRETE ABOVE FLOOR HSS BPX DEMOLISHED STRUCTURAL WALL WOOD SHEAR WALL BELOW FLOOR CMU WALL © MARTIN/MARTIN 2017 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. 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PROJECT NO: DATE: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:48:34 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-001 GENERAL NOTES DWL(s) Dowels(s) DWG(s) Drawing(s) DTL(s) Detail(s) DP Drilled Pier or Deep DIM Dimension DIAG Diagonal DIA or Ø Diameter DBL Double DAS Deformed Anchor Stud D or DL Dead Load d Penny CTR(D) Center(ed) CSJ Construction Joint COORD Coordinate CONTR Contractor CONT Continue or Continuous CONST Construction CONN Connection CONC Concrete COL Column CMU Concrete Masonry Unit CLR Clear CLMS Ceiling/ Light/ Mechanical/ Superimposed Load CLG Ceiling CL Centerline CJP Complete Joint Penetration CJ Control Joint CIP Cast-In-Place CG Center of Gravity CF Cold Formed CC Center to Center BTWN Between BSMT Basement BRG Bearing BOT or B Bottom BOS Bottom of Steel BN Boundary Nail BM Beam BLKG Blocking BG Backgouge BD Board B/ or BO Bottom of ARCH Architect or Architectural APPROX Approximate APA American Plywood Association ALT Alternate AFF Above Finished Floor AESS Architecturally Exposed Structural Steel ADDNL Additional ACI American Concrete Institute @ At / Per k Kip JT Joint INT Interior IN Inch ID Inside Diameter i.F. Inside Face HVAC Heating-Ventilating and... HORIZ Horizontal HDG Hot Dipped Galvanized HDAR Headed Anchor Rod HD Headed or Holdown HAS or HDAR Headed Anchor Stud H Soil Lateral Load GR BM Grade Beam GR Grade or Grind GL Glu-lam GC General Contractor GALV Galvanized GA Gage or Gauge FV Field Verify FTG Footing FT Foot or Feet FS Far Side FO Face of FND Foundation FLR Floor FLG Flange FIN Finish(ed) FF Finished Floor EXT Exterior EXP... Expansion Anchor EXP Expansion EW Each Way ES Each Side EQUIP Equipment EQ SP Equally Spaced EQ Equal EOR Engineer-of-Record ENGR Engineer EN Edge Nail EMBED Embedded ELEV Elevator EL Elevation EJ Expansion Joint EF Each Face EE Each End EC Epoxy Coated EA Each E-W East-West (E) or EXIST Existing PSI Pounds Per Square Inch PSF Pounds Per Square Foot PRELIM Preliminary PLF Pounds Per Lineal Foot PL Plate (Steel) PERP Perpendicular PEN Penetration PCA Portland Cement Association PAF Power Actuated Fastener OVS Oversized OPP Opposite OPNG Opening OH Opposite Hand OD Outside Diameter OC On Center O.F. Outside Face NWC Normal Weight Concrete NTS Not To Scale NS Non-Shrink or Near Side NOM Nominal NO or # Number NM Non-Metallic NIC Not in Contract N-S North-South N North MTL Metal MO Masonry Opening MNFR Manufacturer mm Millimeter MLS Masonry Lap Splice MIL Micro-Lam MISC Miscellaneous MIN Minimum MEP Mech/Elect/Plumb MECH Mechanical MCJ Masonry Control Joint MAX Maximum MAS Masonry LWC Light Weight Concrete LVL Level or Laminated Veneer Lumber LTS Tension Lap Splice Length LTE Tension Embedment LSL Laminated Strand Lumber LONG Longitudinal LOC(s) Location(s) or Locate LLV Long Leg Vertical LLH Long Leg Horizontal LL Live Load LG Length LDH Hook Development Length LCS Compression Lap Splice LCE Compression Embedment LB(S) Pound(s) L Length or Live Load WxH Width x Height WWR WT Weight WP Working Point WF Wide Flange WD Width or Wood W/O Without W/ With W Wind Load Vult Ultimate Design Wind Speed VIF Verify in Field VERT Vertical Vasd Service Level/ Nominal Design Wind Speed UNO Unless Noted Otherwise ULT Ultimate TYP Typical TOW Top of Wall TOS Top of Steel TOP Topping TOM Top of Masonry TOF Top of Footing TOC Top of Concrete TL Total Load THK Thick or Thickness T/ or T.O Top of T&B Top and Bottom T Top or Thermal Load SYM Symmetrical SW Shearwall STR Structural STIFF Stiffener STD Standard SS Stainless Steel SPECS Specifications SP @ Space at SP Space(s) SOG Slab on Grade SLV Short Leg Vertical SLH Short Leg Horizontal SIM Similar SECT Section SCHED Schedule SC Slip Critical S South RS Rough Sawn RO Rough Opening RET Return REQT(s) Requirement(s) REQD Required REINF Reinforce(ing)(d)(ment) RE: or... Refer to (Reference) R Radius or Rain Load QTY Quantity SYMBOLS LEGEND ABBREVIATIONS FOUNDATION NOTES 1. DESIGN CRITERIA: 1A. THE GEOTECHNICAL REPORT PREPARED BY KOECHLEIN CONSULTING ENGINEERS, INC., NUMBER 09-044, DATED JULY 28, 2009, AND THE ADDENDUM PREPARED BY CESARE, INC., DATED AUGUST 12, 2015 PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT. 2. FOOTINGS: - MAXIMUM TOTAL LOAD SOIL BEARING PRESSURE = 3000 PSF - ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.40 - FROST DEPTH = 48 INCHES 3. FOUNDATION AND SITE RETAINING WALLS: 3A. EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: - “ACTIVE” CONDITION = 45 PCF - “AT REST” CONDITION = 55 PCF - “PASSIVE” CONDITION = 300 PCF - LATERAL PRESSURE DUE TO SURCHARGE = 100 PSF 3B. WALL DESIGN BASED ON IMPORTED OR APPROVED ON-SITE GRANULAR BACKFILL ADJACENT TO FOUNDATION WALLS. SEE GEOTECHNICAL REPORT FOR REQUIREMENTS. 4. PERMANENT EXCAVATION SHORING WALLS: 4A. EXISTING FILL SOIL DESIGN PARAMETERS: - Ø' = 32° - DENSITY = 130 PCF - C = 0 PSI 4B. NATURAL SOIL DESIGN PARAMETERS: - Ø' = 35° - DENSITY = 135 PCF - C = 0 PSI 5. GROUNDWATER ELEVATION AT NORTH BUILDING WALL DURING 100 YEAR FLOOD: - ELEVATION = 8160'-0" 1. GENERAL: 1A. THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR: - MICROPILES - PERMANENT EARTH SHORING AND UNDERPINNING SYSTEMS - ARCHITECTURAL/METAL CLADDING PANELS - METAL AND GLASS RAILINGS - SNOW GUARDS 1B. CONNECTION OF DEFERRED SUBMITTAL ITEMS TO PRIMARY STRUCTURE BY DEFERRED SUBMITTAL SUPPLIER. DEFERRED SUBMITTAL SUPPLIER TO PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED TO. REFERENCE LOAD MAPS FOR MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SPRINKLER LOAD ALLOWANCES. 1C.ALL DEFERRED SUBMITTALS TO BE ATTACHED TO PRIMARY STRUCTURE WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO PRIMARY STRUCTURE NOT PERMITTED UNLESS NOTED ON DRAWINGS OR APPROVED BY ENGINEER IN WRITING PRIOR TO SUBMITTAL OF DRAWINGS OR CALCULATIONS. 1D.LOADING AND LOCATION FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS ARE NOTED ON DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED WITHOUT WRITTEN APPROVAL. 1E. WALLS, GRADE BEAMS AND THE UNDERSIDE OF CONCRETE ON METAL DECK SHALL BE CONSIDERED CRACKED FOR THE PURPOSE OF DESIGNING ANCHORS FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS. 1F. SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS PRIOR TO OR CONCURRENTLY WITH DRAWINGS OR PRODUCT DATA. INCLUDE ANALYSIS OF ATTACHMENT TO PRIMARY STRUCTURE. INCLUDE CURRENT ICC REPORT WITH ALL PROPRIETARY STRUCTURAL ELEMENTS AND ANCHORS/FASTENERS. DEFERRED SUBMITTALS NO. ISSUE DATE 7/21/2017 10/04/17