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HomeMy WebLinkAboutS-1.pdfSTATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1. GENERAL: 1A. SCOPE OF WORK - THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. - SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2012 SECTION 110. 1B. DEFINITIONS - SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. - SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2012 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. - (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. - (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. 1C. DEFICIENCIES IN WORK - CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. - ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. ITEM FREQUENCY STANDARD EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS CRITERIA - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. VERIFY MAXIMUM IMPACT WRENCH TORQUE RATING FOR SCREW ANCHORS. ICC-ES REPORT POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS - DURING INSTALLATION OF ANCHOR C CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING. ICC-ES REPORT - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE. -- - PRIOR TO START OF WORK --REVIEW CONTRACTOR'S INSTALLATION PROCEDURE. ICC-ES REPORT TEST ANCHOR WITH CALIBRATED TORQUE WRENCH TO 100% OF THE INSTALLATION TORQUE NOTED IN ICC-ES REPORT. ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT. ITEM FREQUENCY STANDARD EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS CRITERIA POST-INSTALLED ANCHORS/REINFORCING STEEL TESTING - TORQUE TEST 100% -- D E 4 A WALL UNIT W=225 LB TABLE W=500 LB TUBESTAND W = 600 LB GENERATOR W=380 LB (E) 8" PRECAST WALL BELOW (E) 8DT16 2 S-1 TYP (E) STL COLUMN ABOVE (E) STL COLUMN ABOVE (E) DOUBLE TEE VERIFY LOCATION RELATIVE TO ANCHOR (E) SLAB ANCHOR BY EQUIPMENT SUPPLIER SEE EQUIPMENT DRAWINGS FOR SIZE AND LOCATION 3 1/2" MIN NOTES: 1. SEE DRAWINGS PROVIDED BY MEDICAL IMAGING TECHNOLOGIES FOR EQUIPMENT LOCATIONS AND ANCHOR SIZE AND LAYOUT. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS: DATE PRINTED: MM JOB #:PRINCIPAL: EOR: PROJECT MANAGER: 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: 3/12/2015 9:47:28 PMG:\PROJECTS\14.0962 .S.01\BIM\14 .0962-VVMC-MPB-Xray-RS14 .rvtS-1VVMC Medical Professional Building TENNANT IMPROVEMENTS - 3RD FLOOR XRAY NOTES, PLANS AND DETAILS SJMSJMPD14.0962 14.0962 03/11/15 SJMSHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #:PRINCIPAL: EOR: PROJECT MANAGER: 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: 3/12/2015 9:47:29 PMG:\PROJECTS\14 .0962.S.01\BIM\14.0962-VVMC-MPB-Xray-RS14.rvtS-1 VVMC Medical Professional Building TENNANT IMPROVEMENTS - 3RD FLOOR XRAY NOTES, PLANS AND DETAILS SJM SJM PD 14.0962 14.0962 03/11/15 SJM NORTH 1. CODES AND STANDARDS: 1A. GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2012 WITH VAIL AMENDMENTS 2. SEISMIC LOADS - SEISMIC DESIGN CATEGORY = B - RISK CATEGORY = II - EARTHQUAKE IMPORTANCE FACTOR, Ie = 1.0 - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss= 0.284 - MAPPED SPECTRAL RESPONSE ACCELERATION, S1= 0.068 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.298 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.109 - SOIL SITE CLASS = D - BASIC STRUCTURAL SYSTEM: STEEL FRAME - STRUCTURAL SEISMIC LATERAL SYSTEM: ORDINARY PRECAST WALLS - RESPONSE MODIFICATION FACTOR, R = 3 - SEISMIC RESPONSE COEFFICIENT, Cs= 0.099 - SYSTEM OVERSTRENGTH FACTOR, OMEGA = 2.5 3. GRAVITY LOADS - SEE PLAN FOR EQUIPMENT WEIGHTS GRAVITY LOADS TABLE LOCATION SUPERIMPOSED DEAD LOAD (PSF) LIVE LOAD (PSF) LIVE LOAD REDUCTION PARTITION LOAD (PSF) POINT LOAD (LB) MEDICAL OFFICE 15 40 Yes 20 1000 1ST FLOOR CORRIDORS 15 100 1000 1. EXISTING STRUCTURES: 1A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING 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 - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 1C. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 2. SUBMITTALS AND SUBSTITUTIONS: 2A. SUBMITTALS: REFER TO SPECIFICATIONS 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. - 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 2B. SUBSTITUTIONS: ENGINEERS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 2C. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR. 3. COORDINATION: 3A. 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. DESIGN CRITERIA GENERAL NOTES 108 South Frontage Road, Vail, Colorado 81657 1/4" = 1'-0" 1ST FLOOR X-RAY PLAN 1 1 1/2" = 1'-0" 2 ANCHOR TO PRECAST SLAB ANCHOR TYPE POST-INSTALLED ANCHOR TABLE PRODUCT ADHESIVE (IN CONCRETE) HILTI HIT-HY 200 ADHESIVE ANCHOR RODS SCREW ANCHORS EXPANSION ANCHORS (IN CONCRETE) -- SIMPSON STRONG BOLT 2 OR HILTI KWIK BOLT TZ SIMPSON TITEN HD OR HILTI KWIK HUS-EZ Fy (KSI) COMMENTS -- 36 MIN -- Fu (KSI) -- 58 MIN -- SUBMIT CALCULATIONS FOR SUBSTITUTIONS -- -- THREADED ROD, UNGREASED SUBMIT CALCULATIONS FOR SUBSTITUTIONS SUBMIT CALCULATIONS FOR SUBSTITUTIONS NO ISSUE DATE FOR CONSTR 12/15/14 ADDENDUM #403/03/14 NO ISSUE DATE FOR CONSTR 12/15/14 ADDENDUM #4 03/03/14 3/12/2015 04/15/15