Loading...
HomeMy WebLinkAboutB15-0253_S0.1_1438199520.pdfSYMBOL DESCRIPTION PRECAST CONC CAST-IN-PLACE CONC SYMBOL DESCRIPTION ELEVATION CALLOUT XXX'-XX" STEP SLOPE SUBGRADE FORM SAVER DRAWING REVISION NUMBER CURRENT REVISION CLOUD X WELDED-WIRE REINFORCEMENT SECTION OR DETAIL CUT SHEET NUMBER ELEVATION CUT SHEET NUMBER NEW GRID LINES EXISTING GRID LINES X XX X XX X X CONCRETE MIX TABLE NOTES: PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO: - PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. - PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. USE TYPE I / II PORTLAND CEMENT UNLESS NOTED OTHERWISE. FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF NOTE b BELOW. a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33: 3/4”: #67 AGGREGATE 1”: #57 AGGREGATE b. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. ‘NP’ IN COLUMN INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED EXCEPT WHERE CONTRACTOR CAN DEMONSTRATE THAT SLABS WITH ENTRAINED AIR WILL HAVE A FINISH ACCEPTABLE TO THE OWNER WITHOUT BLISTERS. AIR CONTENT NOTED IS BASED ON 3/4" AGGREGATE. IF 3/8” AGGREGATE IS USED, INCREASE AIR CONTENT BY 1 1/2%. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2015 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. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS MM JOB #: M15.0024.S.01 PRINCIPAL/EOR: JMM PROJECT MANAGER: SM/KH DESIGNERS: KH DATE PRINTED: FILE PATH: CONSULTANT LOGO SEAL 7/17/2015 11:25:49 AM C:\Proj\15.0024-LH SkatePark-RS15_kevinh.rvt S0.1 LIONSHEAD PARKING GARAGE SKATEPARK GENERAL NOTES 350 SOUTH FRONTAGE ROAD WEST, VAIL, COLORADO VAIL LIONSHEAD FIL 1 BLOCK 2 LOT 1 M15.0024.S.01 07/17/2015 Enter EOR's Initials Here STRUCTURAL DRAWING LIST SYMBOLS LEGEND ABBREVIATIONS SHEET NUMBER SHEET TITLE S0.1 GENERAL NOTES S0.2 QUALITY ASSURANCE NOTES S1.1 LEVEL 1 EAST S1.2 LEVEL 1 WEST S3.0 CONCRETE DETAILS 1. EXISTING STRUCTURES: 1A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. 1B. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: - SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN - DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS - CONDITIONS OF INSTABILITY OR LACK OF SUPPORT - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 1C.PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS. 1D.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 1E. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION SCHEDULE. 1F. SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL PRIOR TO CUTTING. DRAWING SHALL SHOW VERTICAL & HORIZONTAL LOCATION AND SIZE OF PROPOSED OPENING. 2. USE OF DRAWINGS: 2A. DO NOT SCALE DRAWINGS. 2B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 3. TEMPORARY CONDITIONS: 3A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES. 3B. CONTRACTOR’S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 4. SUBMITTALS AND SUBSTITUTIONS: 4A. SUBMITTALS: REFER TO SUBMITTAL NOTES FOR DETAILED REQUIREMENTS. - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE. - CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL 4B. SUBSTITUTIONS: ENGINEERS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 4C.NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ENGINEER FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR. 5. OSHA STANDARDS: 5A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 5B. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. 6. CONSTRUCTION ENGINEERING: 6A. THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: - LAYOUT - DESIGN FOR FORMWORK, AND SHORING - DESIGN OF CONCRETE MIXES - DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS - SURVEYING TO VERIFY CONSTRUCTION TOLERANCES - EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS 7. COORDINATION: 7A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 7B. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. GENERAL NOTES 1. GENERAL: 1A. ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: “ACI DETAILING MANUAL” WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.” 2. REINFORCING MATERIALS: 2A. SEE ‘REINFORCING MATERIALS TABLE’ 3. REINFORCING FABRICATION: 3A. SPLICES: - NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS. 3B. MISCELLANEOUS REINFORCING REQUIREMENTS: - PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED. - NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4, LATEST EDITION. - PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS AS NOTED IN TYPICAL DETAILS. 4. STRUCTURAL CONCRETE MIX REQUIREMENTS: 4A. SEE ‘CONCRETE MIX TABLE’ 5. SLAB-ON-GRADE: 5A. TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING COMPOUND IF FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE OWNER. 6. PLACING REINFORCEMENT: 6A. REINFORCEMENT PROTECTION: - SEE ‘CONCRETE COVER TABLE’ - SEE ACI 318-11 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL REQUIREMENTS 6B. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 7. CONSTRUCTION/CONTROL JOINTS: 7A. SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE. 7B. CONSTRUCTION JOINTS IN SLABS-ON-GRADE SHALL BE LOCATED TO ACCOMMODATE THE MAXIMUM LENGTH AND AREA THE CONTRACTOR CAN REASONABLY POUR, FINISH, AND JOINT IN THE SAME DAY, BUT SHALL NOT EXCEED 150 FEET WITH A MAXIMUM AREA OF 15,000 SQUARE FEET UNLESS APPROVED BY THE ENGINEER. CONCRETE NOTES 1. CODES AND STANDARDS: 1A. GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2012 WITH 2012 TOWN OF VAIL AMENDMENTS 2. WIND LOADS - RISK CATEGORY = II - BASIC ULTIMATE WIND SPEED Vult = 115 MPH - BASIC NOMINAL WIND SPEED Vult = 90 MPH - EXPOSURE CATEGORY = B - INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18 3. GRAVITY LOADS 3B. SKATEPARK LIVE LOAD = 100 PSF 3A. DRIFTING, SLIDING AND UNBALANCED SNOW - GROUND SNOW LOAD = 145 PSF - SNOW EXPOSURE FACTOR Ce = 1.2 - SNOW LOAD IMPORTANCE FACTOR Is = 1.0 - FLAT ROOF SNOW LOAD Pf = 100 PSF DESIGN CRITERIA NO. ISSUE DATE PERMIT SET 07/17/2015 REINFORCING MATERIAL TABLE1 REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS TYP REINFORCING A615 60 90 -- WELDED & FIELD BENT REINF A706 60 80 -- WELDED WIRE REINFORCING, SMOOTH A185 65 75 -- CONCRETE COVER CASE COVER (IN) CONCRETE PLACED AGAINST EARTH 3 CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2 1. DESIGN CRITERIA: 1A. THE GEOTECHNICAL REPORT PREPARED BY GROUND ENGINEERING, NUMBER 15-6000, DATED FEBRUARY 25, 2015, PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT. 2. FOOTINGS: 2A. FOOTING DESIGN CRITERIA: - MAXIMUM TOTAL LOAD BEARING PRESSURE = 5,000 PSF - ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.35 - FROST DEPTH TO BOTTOM OF FOUNDATION = 48 IN 3. FOUNDATION WALLS: 3A. EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: - "ACTIVE” CONDITION = 47 PCF - "AT REST” CONDITION = 69 PCF - "PASSIVE” CONDITION = 360 PCF - LATERAL PRESSURE DUE TO SURCHARGE = 143 PSF FOUNDATION NOTES CONCRETE MIX TABLE1 CONC MIX TYPE INTENDED USE 28 DAY STRENGTH, f'c (KSI) CONCRETE WEIGHT MAX W/C RATIO, INCLUDING FLY ASH MAX AGGREGATE SIZE (IN), NOTE a TOTAL AIR CONTENT (%), NOTE b OTHER REQUIREMENTS, NOTE c 1 FOOTINGS 3 NWC -- 1 -- -- 2 WALLS 4.5 NWC 0.45 3/4 5 -- 3 EXT TOPPING SLABS 5 NWC 0.40 3/4 6 -- 1. GENERAL 1A. THE FOLLOWING PORTIONS ARE REQUIRED TO BE SUBMITTED FOR REVIEW BY THE ENGINEER" - CONCRETE MIX DESIGN - CONCRETE REINFORCEMENT SHOP DRAWINGS SUBMITTAL NOTES OPP Opposite RE: or REF Refer to (Reference) REINF Reinforce(ing)(d)(ment) REQD Required REQT(S) Requirement(s) SIM Similar SOG Slab on Grade SP Space(s) STD Standard T&B Top and Bottom T/ or T.O. Top of THK Thick or Thickness TL Total Load TOC Top of Concrete TYP Typical ULT Ultimate UNO Unless Noted Otherwise Vasd Service Level/Nominal Design Wind Speed VIF Verify in Field Vult Ultimate Design Wind Speed W/ With W/O Without WD Width or Wood WF Wide Flange WWR Welded Wire Reinforcement WxH Width x Height EXP ANCH Expansion Anchor FND Foundation FO Face of FT Foot or Feet FTG Footing FV Field Verify GALV Galvanized HDG Hot Dipped Galvanized HK Hook HORIZ Horizontal HT Height IN Inch 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 LTE Tension Embedment LTS Tension Lap Splice Length LTWT Lightweight MAX Maximum MIN Minimum MISC Miscellaneous N North N-S North-South NS Non-Shrink or Near Side NWC Normal Weight Concrete OC On Center OH Opposite Hand OPNG Opening / Per @ At ACI American Concrete Institute B/ or BO Bottom of BOT or B Bottom BTWN Between CC Center to Center CIP Cast-In-Place CJ Control Joint CL Centerline CLMS Ceiling/Light/Mechanical/Su perimposed Load CLR Clear CONC Concrete CONST Construction CONT Continue or Continuous CONTR Contractor COORD Coordinate CSJ Construction Joint CTR(D) Center(ed) DIM Dimension DN Down DTL(S) Detail(s) DWG(S) Drawing(s) DWL(S) Dowels(s) (E) or EXIST Existing E-W East-West EA Each EE Each End EF Each Face EL Elevation EMBED Embedded EOR Engineer-of-Record EQ Equal EQ SP Equally Spaced ES Each Side EW Each Way 07/29/15