The URL can be used to link to this page

Home My WebLink AboutS001.pdfSYMBOL DESCRIPTION PENETRATION THRU STRUCTURAL MEMBER PRECAST CONC OVERFRAMING CAST-IN-PLACE CONC X FTG MARK T/FTG EL F1 XX'-X" SYMBOL DESCRIPTION MOMENT CONNECTION DECK TYPE DECK SPAN DIRECTION T/PLYWOOD WS1 XXX'-XX" BEAM SIZE (XXX'-XX") EL OF T/STEEL STEEL BEAM SYMBOL DESCRIPTION ELEVATION CALLOUTXXX'-XX" 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 ELEVATION CUT SHEET NUMBER NEW GRID LINES X XX X XX X SOGXXA XXX'-XX" SLAB THICKNESS TYPE T/SLAB SLAB TYPE COLUMN/POST MARK BASE PLATE TYPE 1 BP-1 INDICATES DIMENSIONS OF WALL CORNER ZONES, TYP5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6" WALL CORNER ZONES DIAGRAM 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: - [PRECAST CONCRETE] - ARCHITECTURAL/METAL CLADDING PANELS - [SKYLIGHT SYSTEMS] - [METAL RAILINGS] 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. 1G.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. 1H.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. Project number Date Drawn by MM JOB #: 15.0197.S.01PRINCIPAL/EOR: PDPROJECT MANAGER: KHDESIGNERS: JW/KHDATE PRINTED:FILE PATH:07/02/2015 C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt7/2/2015 2:34:32 PMS001 NOTES M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015 KH SHEET NUMBER SHEET TITLE S001 NOTES S002 NOTES S003 QUALITY ASSURANCE S100 LEVEL 1 FLOOR PLAN S101 LEVEL 2 FLOOR PLAN S102 LEVEL 3 FLOOR PLAN S103 ROOF PLAN S200 PARTIAL PLANS S300 TYP CONCRETE DETAILS S310 TYP FOUNDATION DETAILS S311 TYP FOUNDATION DETAILS S320 SOG DETAILS S500 STEEL DETAILS S501 STEEL DETAILS S600 TYPICAL WOOD DETAILS S601 TYPICAL WOOD DETAILS S602 TYPICAL WOOD DETAILS S603 SHEAR WALL DETAILS S610 FLOOR DETAILS S611 FLOOR DETAILS S620 ROOF DETAILS STRUCTURAL DRAWING LISTSYMBOLS LEGEND ABBREVIATIONS SLV Short Leg Vertical SOG Slab on Grade SP Space(s) SP @ Space at SPECS Specifications SPRT Support SS Stainless Steel STD Standard STIFF Stiffener STL Steel STR Structural SW Shearwall SYM Symmetrical T Top T&B Top and Bottom T/ or T.O. Top of THK Thick or Thickness TL Total Load TOC Top of Concrete TOF Top of Footing TOP Topping TOS Top of Steel TOW Top of Wall TRANS Transverse TYP Typical ULT Ultimate UNO Unless Noted Otherwise Vasd Service Level/Nominal Design Wind Speed VERT Vertical VIF Verify in Field Vult Ultimate Design Wind Speed W/ With W/O Without WD Width or Wood WF Wide Flange WP Working Point or Waterproofing WT Weight WWR Welded Wire Reinforcement WxH Width x Height MTL Metal N North N-S North-South NIC Not in Contract NO or # Number NOM Nominal NS Non-Shrink or Near Side NTS Not To Scale NWC Normal Weight Concrete O.F. Outside Face OC On Center OD Outside Diameter OH Opposite Hand OPNG Opening OPP Opposite OVS Oversized OWS One-Way Slab PAF Power Actuated Fastener PCA Portland Cement Association PEN Penetration PERP Perpendicular PL Plate (Steel) PLF Pounds Per Lineal Foot PREFAB Prefabricated PRELIM Preliminary PSF Pounds Per Square Foot PSI Pounds Per Square Inch QTY Quantity R Radius or Rain Load RAD Radius RC Reinforced Concrete RE: or REF Refer to (Reference) REINF Reinforce(ing)(d)(ment) REQD Required REQT(S) Requirement(s) RET Return RO Rough Opening S South SC Slip Critical SCHED Schedule SECT Section SIM Similar SLH Short Leg Horizontal HAS or HDAS Headed Anchor Stud HD Headed or Holdown HDAR Headed Anchor Rod HDG Hot Dipped Galvanized HK Hook HORIZ Horizontal HT Height I.F. Inside Face ID Inside Diameter IN Inch INT Interior JST Joist JT Joint k Kip L Length or Live Load LB(S) Pound(s) LCE Compression Embedment LCS Compression Lap Splice LDH Hook Development Length LG Length LL Live Load LLH Long Leg Horizontal LLV Long Leg Vertical LOC(S) Location(s) or Locate LONG Longitudinal LSL Laminated Strand Lumber LT Light LTE Tension Embedment LTS Tension Lap Splice Length LTWT Lightweight LVL Level or Laminated Veneer Lumber LWC Light Weight Concrete MAS Masonry MATL Material MAX Maximum MECH Mechanical MEP Mech/Elect/Plumb MIN Minimum MISC Miscellaneous ML Micro-Lam mm Millimeter MNFR Manufacturer MO Masonry Opening DIA or Ø Diameter DIAG Diagonal DIM Dimension DN Down DO Ditto DTL(S) Detail(s) DWG(S) Drawing(s) DWL(S) Dowels(s) (E) or EXIST Existing E-W East-West EA Each EC Epoxy Coated EE Each End EF Each Face EJ Expansion Joint EL Elevation ELEV Elevator EMBED Embedded EN Edge Nail ENGR Engineer EOR Engineer-of-Record EQ Equal EQ SP Equally Spaced EQUIP Equipment ES Each Side EW Each Way EXP Expansion EXP ANCH Expansion Anchor EXT Exterior FAB Fabricate FD Footing Dowel FF Finished Floor FIN Finish(ed) FLG Flange FLR Floor FND Foundation FO Face of FRAM Framing FS Far Side FT Foot or Feet FTG Footing FV Field Verify GA Gage or Gauge GALV Galvanized GL Glu-lam GR Grade or Grind GR BM Grade Beam / Per @ At ACI American Concrete Institute ADDNL Additional AESS Architecturally Exposed Structural Steel ALT Alternate APA American Plywood Association ARCH Architect or Architectural B/ or BO Bottom of BD Board BG Backgouge BL Brick Ledge BLDG Building BLKG Blocking BM Beam BN Boundary Nail BOS Bottom of Steel BOT or B Bottom BRG Bearing BSMT Basement BTWN Between CC Center to Center CF Cold Formed CG Center of Gravity CIP Cast-In-Place CJ Control Joint CJP Complete Joint Penetration CL Centerline CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONN Connection CONST Construction CONT Continue or Continuous CONTR Contractor COORD Coordinate CSJ Construction Joint CTR(D) Center(ed) d Penny D or DL Dead Load DAS Deformed Anchor Stud DBL Double DFS Deferred Submittal DESIGN CRITERIA GRAVITY LOADS TABLE LOCATION DEAD LOAD (PSF) LIVE LOAD (PSF) ROOF 27 100 MIN UNIFORM LOAD, SEE NOTE 6B FOR SNOW LOADS RESIDENTIAL 44 40 FLAGSTONE PATIO 73 100 MIN UNIFORM LOAD, SEE NOTE 6B FOR SNOW LOADS 1. CODES AND STANDARDS: 1A.GENERAL DESIGN - INTERNATIONAL RESIDENTIAL CODE 2012 WITH 2012 TOWN OF VAIL AMENDMENTS 2. SEISMIC LOADS - SEISMIC DESIGN CATEGORY = B - RISK CATEGORY = II - EARTHQUAKE IMPORTANCE FACTOR, Ie = 1.0 - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss= 0.255 - MAPPED SPECTRAL RESPONSE ACCELERATION, S1= 0.073 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.271 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.116 - SOIL SITE CLASS = D - ONE-FAMILY DWELLINGS ASSIGNED TO SEISMIC DESIGN CATEGORY B ARE EXEMPT FROM SEISMIC DESIGN PER IBC 2012, SECTION 1613.1. 3. WIND LOADS - RISK CATEGORY = II - BASIC ULTIMATE WIND SPEED Vult = 115 MPH - BASIC NOMINAL WIND SPEED Vasd = 90 MPH - EXPOSURE CATEGORY = B - INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18 4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY THE CONTRACTOR - PRESSURES LISTED BELOW ARE ULTIMATE BASED ON A 10 SF EFFECTIVE WIND AREA. FINAL CALCULATIONS TO BE COMPLETED BY CONTRACTOR - SEE ‘WALL CORNER ZONES DIAGRAM’ - TYPICAL WALL AREA INWARD PRESSURE = 19 PSF - TYPICAL WALL AREA OUTWARD PRESSURE = 20 PSF - WALL CORNERS(OUTWARD) = 25 PSF - ROOF AREA (OUTWARD) = 22 PSF 5. LATERAL LOAD RESISTING SYSTEM DESCRIPTION: - SHEATHED WOOD DIAPHRAGM SPANNING TO SHEATHED WOOD SHEAR WALLS SUPPORTED ON FOUNDATION WALLS AND SPREAD FOOTINGS 6. GRAVITY LOADS 6A.SEE GRAVITY LOADS TABLE 6B.DRIFTING, SLIDING AND UNBALANCED SNOW - GROUND SNOW LOAD = 95 PSF - SNOW EXPOSURE FACTOR Ce = 1.0 - SNOW THERMAL FACTOR Ct = 1.0 (ROOFS) - SNOW THERMAL FACTOR Ct = 1.2 (PATIOS, TRELLIS) - SNOW LOAD IMPORTANCE FACTOR Is = 1.0 - TOWN OF VAIL FLAT ROOF SNOW LOAD Pf = 100 PSF FOUNDATION NOTES 1. DESIGN CRITERIA: 1A.THE GEOTECHNICAL REPORT PREPARED BY HP GEOTECH, NUMBER 115 205A, DATED MAY 26, 2015 PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT. 2. FOOTINGS: 2A.FOOTING DESIGN CRITERIA: - MAXIMUM TOTAL LOAD BEARING PRESSURE = 2500 PSF - MINIMUM CONTINUOUS FOOTING WIDTH = 16 INCHES - MINIMUM SPREAD FOOTING WIDTH = 24 INCHES - ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.5 - FROST DEPTH TO BOTTOM OF FOUNDATION = 48 IN 3. FOUNDATION AND SITE RETAINING WALLS: 3A.EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: - "ACTIVE” CONDITION = 40 PCF - "AT REST” CONDITION = 50 PCF - "PASSIVE” CONDITION = 400 PCF - LATERAL PRESSURE DUE TO SURCHARGE = 100 PSF - ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.5 3B.WALL DESIGN BASED ON ON-SITE GRANULAR BACKFILL ADJACENT TO FOUNDATION WALLS. DEFERRED SUBMITTALS No. Description Date PERMIT SET 07.02.2015