Attachment 7 - Final Drawings Part 1 Arch Structual 1 of 2.pdf

PDF 12 MB Posted Aug 2, 2021

Attached to: Amendment A0005 - 36C25821B0016 - OR Suite HVAC Replacement in Bldg 1, Project 664-21-302, San Diego VA Healthcare System, Invitation for Bids (IFB)
Solicitation number: 36C25821B0016
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 22

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Written by GovTribe AI · Dec 28, 2023

This notice solicits bids for an HVAC replacement project at a Veterans Affairs medical center. The Department of Veterans Affairs intends to award a firm-fixed price contract to provide construction services for Project #664-21-302, which involves replacing the OR Suite HVAC system in Building 1 at the San Diego VA Health Care System. The scope of work includes installing new AC and EF units, a chilled water storage tank, chilled water coils, steam humidifiers, heating hot water coils, a steam coil, and a desiccant wheel, as well as new BMS controls and other components to operate an existing air-cooled chiller at a new capacity. The solicitation will be available on SAM.gov on or about the issue date listed. Bids are due via email by the deadline specified. The acquisition is set aside for Service-Disabled Veteran-Owned Small Businesses. The period of performance is 365 calendar days from the notice to proceed, and bidders must be registered in SAM and VetBiz.

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36C25821B0016 A0005.docx	DOCX document	Sep 14, 2021
JM Roof PV Guarantee Agreement.pdf	PDF	Sep 14, 2021
Approval letter - J M - V A Hospital.pdf	PDF	Sep 14, 2021
S05 MASTER - IFB 36C25821B0016 Responses to RFI 001 - 096.pdf	PDF	Sep 14, 2021
36C25821B0016 A0004.docx	DOCX document	Sep 10, 2021
WD CA20210001 Mod 13 09-03-2021.pdf	PDF	Sep 3, 2021
36C25821B0016 A0003.docx	DOCX document	Sep 3, 2021
S05 MASTER - IFB 36C25821B0016 Responses to RFI 001 - 094.pdf	PDF	Sep 3, 2021
S05 MASTER - IFB 36C25821B0016 Responses to RFI 001 - 041.pdf	PDF	Aug 24, 2021
36C25821B0016 A0002.docx	DOCX document	Aug 24, 2021
S04 Pre Bid Tele-Conference Minutes.pdf	PDF	Aug 18, 2021
36C25821B0016 A0001.docx	DOCX document	Aug 18, 2021
S04 Pre-Conference Attendence Sheet (Teams).docx	DOCX document	Aug 18, 2021
S04 Site Visit Sign-In Sheet - 664-CSI-120.pdf	PDF	Aug 18, 2021
S04 Pre-Conference Sign In Sheet.docx	DOCX document	Aug 18, 2021
Attachment 15 - Citadel Environmental Services Inc Limited Lead (XRF) Survey 2013 - 4 of 6.pdf	PDF	Aug 2, 2021
Attachment 13 - Citadel Environmental Services Inc Limited Lead (XRF) Survey 2013 - 2 of 6.zip	ZIP file	Aug 2, 2021
Attachment 16 - Citadel Environmental Services Inc Limited Lead (XRF) Survey 2013 - 5 of 6.zip	ZIP file	Aug 2, 2021
36C25821B0016.docx	DOCX document	Aug 2, 2021
Attachment 6 - MECHANICAL B.pdf	PDF	Aug 2, 2021
Attachment 17 - Citadel Environmental Services Inc Limited Lead (XRF) Survey 2013 - 6 of 6.pdf	PDF	Aug 2, 2021
Attachment 5 - MECHANICAL A.pdf	PDF	Aug 2, 2021
Attachment 2 - Self Performance Calculations.pdf	PDF	Aug 2, 2021
Attachment 4 - Specification 2 of 2.pdf	PDF	Aug 2, 2021
Attachment 10 - Final Drawings Part 3 Plumb Electrical.pdf	PDF	Aug 2, 2021
Attachment 9 - Final Drawings Part 1 Arch Structual - Pictures Roof and Interstital.pdf	PDF	Aug 2, 2021
Attachment 8 - Final Drawings Part 1 Arch Structual 2 of 2 - zipped.zip	ZIP file	Aug 2, 2021
Attachment 11 - Final Drawings Part 3 Plumb Electrical - Pictures Roof Plumb and Interstital.pdf	PDF	Aug 2, 2021
Attachment 14 - Citadel Environmental Services Inc Limited Lead (XRF) Survey 2013 - 3 of 6.pdf	PDF	Aug 2, 2021
Attachment 1 - FINAL Statement of Work 664-21-302.docx	DOCX document	Aug 2, 2021
Attachment 3 - Specification 1 of 2.pdf	PDF	Aug 2, 2021
Attachment 12 - Citadel Environmental Services Inc Limited Lead (XRF) Survey 2013 - 1 of 6.pdf	PDF	Aug 2, 2021
Attachment 18 - WD CA20210001 Mod 10 07-30-2021.pdf	PDF	Aug 2, 2021

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FULLY SPRINKLERED

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FULLY SPRINKLERED

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S1.01

GENERAL NOTES

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AutoCAD SHX Text GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. DRAWINGS SHALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. DRAWINGS SHALL NOT BE SCALED. 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK. 5. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FOLLOWING: ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FOLLOWING: INTERNATIONAL BUILDING CODE, 2015 EDITION AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING BUT NOT LIMITED TO CAL/OSHA, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH, AND THOSE CODES AND STANDARDS LISTED IN THE CONTRACT DOCUMENTS. 6. CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE EXTENT OF CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE EXTENT OF THE SCOPE OF WORK. VISIT THE SITE TO RELATE THE SCOPE OF WORK TO EXISTING CONDITIONS AND DETERMINE THE EXTENT TO WHICH THOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK. 7. THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE CONSTRUCTION THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE CONSTRUCTION DOCUMENTS WITH THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK. 8. ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL BE ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW/APPROVAL BEFORE PROCEEDING WITH THE WORK. SUBSTITUTIONS OF PRODUCTS OR MATERIALS SPECIFIED ON THE CONSTRUCTION DOCUMENTS ARE NOT ALLOWED. 9. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE MEANS, METHOD, TECHNIQUES, SEQUENCE AND PROCEDURE OF CONSTRUCTION AS REQUIRED. SITE VISITS PERFORMED BY THE OWNER'S REPRESENTATIVE DO NOT INCLUDE INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY CONTRACTOR. 10. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORES, BRACES AND GUYS THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORES, BRACES AND GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND COMPONENTS, SOILS, OTHER STRUCTURES AND UTILITIES MAY BE SUBJECTED DURING CONSTRUCTION. SHORING SYSTEMS SHALL BE DESIGNED AND STAMPED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. VISITS TO THE SITE BY THE OWNER'S REPRESENTATIVE WILL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. 11. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT SPECIFIED ON THIS SET OF DRAWINGS. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH OR WHERE OVERLOAD IS ANTICIPATED. 12. STRUCTURAL OBSERVATIONS PERFORMED BY THE STRUCTURAL ENGINEER DURING STRUCTURAL OBSERVATIONS PERFORMED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION ARE NOT THE REQUIRED CONTINUOUS AND SPECIAL INSPECTION SERVICES AND DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. OBSERVATIONS ALSO DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. 13. ARCHITECT'S / ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE ARCHITECT'S / ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM CONTRACT DOCUMENTS. 14. DESIGN LOADS: DESIGN LOADS: A. DEAD LOADS: CONSIST OF BUILDING SELF-WEIGHT PLUS SUPERIMPOSED DEAD DEAD LOADS: CONSIST OF BUILDING SELF-WEIGHT PLUS SUPERIMPOSED DEAD LOADS. REFER TO COMPLETE SET OF DRAWINGS FOR DETERMINING DEAD LOADS. B. LIVE LOADS: LIVE LOADS: AREA DESIGN LIVE LOAD REMARK DESIGN LIVE LOAD REMARK REMARK ROOF 20 PSF REDUCIBLE 20 PSF REDUCIBLE REDUCIBLE C. SEISMIC DESIGN LOADS: SEISMIC DESIGN LOADS: MODIFY AS REQUIRED SEISMIC IMPORTANCE FACTOR I = 1.5 e= 1.5 RISK CATEGORY = III = III S = 1.211 S = 1.211 = 1.211 S = 0.469 1 = 0.469 = 0.469 SITE CLASS = D = D S = 0.816 DS= 0.816 S = 0.479 D1= 0.479 SEISMIC DESIGN CATEGORY = D = D D. WIND DESIGN LOADS: WIND DESIGN LOADS: BASIC WIND SPEED (3 SEC. GUST) = 115 = 115 OCCUPANCY CATEGORY = III = III WIND EXPOSURE = C = C INTERNAL PRESSURE COEFFICIENT = 0.18 FOR ENCLOSED = 0.18 FOR ENCLOSED FOR ENCLOSED FOR ENCLOSED STRUCTURE

AutoCAD SHX Text STRUCTURAL STEEL AND MISCELLENEOUS METAL (ALL OTHER STEEL) 1. ALL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE ALL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND THE LATEST EDITION OF AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS. WHERE THE STRUCTURAL STEEL IS EXPOSED AND INDICATED AS 'AESS' ON PLANS OR DETAILS, FABRICATION AND ERECTION SHALL ALSO BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION AS INDICATED BELOW UNLESS STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION AS INDICATED BELOW UNLESS NOTED OTHERWISE: ALL WIDE FLANGE AND WT SHAPES A992, GRADE 50 A992, GRADE 50 ALL OTHER STRUCTURAL SECTIONS A572, GRADE 50 A572, GRADE 50 BEAM SHEAR PLATES, STIFFENER PLATES, ALL OTHER PLATES A572, GRADE 50 UNO A572, GRADE 50 UNO HSS (RECTANGULAR, SQUARE OR ROUND) A500, GRADE B A500, GRADE B STEEL PIPE (NOT LABELED AS HSS) A53, GRADE B A53, GRADE B BOLTS A325X A325X NUTS FOR BOLTS AND MACHINE BOLTS A563 A563 HARDENED WASHERS F436 F436 UNHARDENED WASHERS F844 F844 PLAIN WASHERS ANSI B18.22.1 ANSI B18.22.1 3. HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325. HIGH STRENGTH BOLTS SHALL BE FRICTION TYPE WITH THREADS EXCLUDED FROM THE FROM THE SHEAR PLANES (I.E. A325-X, SLIP CRITICAL) UNLESS NOTED OTHERWISE. 4. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STRUCTURAL HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STRUCTURAL STEEL, MISCELLANEOUS METAL AND FASTENERS THAT ARE EXPOSED TO THE WEATHER. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780. 5. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE AND OIL. 6. BOLT HOLES IN STEEL SHALL BE STANDARD HOLES, 1/16 INCH LARGER IN DIAMETER BOLT HOLES IN STEEL SHALL BE STANDARD HOLES, 1/16 INCH LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. BOLT HOLES IN BASE PLATES MAY BE OVERSIZED PER AISC TABLE 14-2 IF WASHERS ARE PROVIDED IN ACCORDANCE WITH THIS TABLE.

AutoCAD SHX Text STRUCTURAL STEEL AND MISCELLANEOUS METAL (ALL OTHER STEEL) WELDING 1. ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITION OF AWS ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITION OF AWS D1.1 AND THE INTERNATIONAL BUILDING CODE WITH ALL APPLICABLE AMENDMENTS. ALL WELDED JOINTS SHALL BE PRE-QUALIFIED PER THE LATEST EDITION OF AWS D1.1. NON PRE- QUALIFIED WELDED JOINTS SHALL BE QUALIFIED BY TEST & PROCEDURE QUALIFICATION TEST RECORD INCLUDED PER THE LATEST EDITION OF AWS D1.1. 2. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED. WHERE LENGTH OF WELD IS NOT SHOWN IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT AND GROOVE WELDS SHALL BE FULL PENETRATION, UNLESS NOTED OTHERWISE. 3. ALL WELDING ELECTRODES AND ELECTRODE FLUX COMBINATIONS (FILLER METAL) ALL WELDING ELECTRODES AND ELECTRODE FLUX COMBINATIONS (FILLER METAL) SHALL BE E7XTX, E7XTXX OR E70XXX (MINIMUM 70 KSI), UNLESS NOTED OTHERWISE, AND SHALL MEET THE REQUIREMENTS FOR H16 PER AISC SEISMIC PROVISIONS. 4. GMAW AND FCAW-G WELDING PROCESSES SHALL NOT BE PERMITTED WHEN WIND GMAW AND FCAW-G WELDING PROCESSES SHALL NOT BE PERMITTED WHEN WIND SPEED EXCEEDS 3 MPH. 5. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR IDENTIFYING THE METHOD OF FABRICATION. 6. ALL SHOP WELDS SHALL BE PERFORMED BY A FABRICATOR LICENSED BY THE ALL SHOP WELDS SHALL BE PERFORMED BY A FABRICATOR LICENSED BY THE LOCAL JURISDICTION. 7. ALL WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE PERFORMING AND ALL WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE PERFORMING AND SHALL HAVE CURRENT VALID CERTIFICATIONS ISSUED BY AWS AND THE GOVERNING JURISDICTION. 8. A WRITTEN "WELDING PROCEDURE SPECIFICATION" (WPS), PER AWS D1.1, SHALL BE A WRITTEN "WELDING PROCEDURE SPECIFICATION" (WPS), PER AWS D1.1, SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR, AND REVIEWED BY THE OWNER'S REPRESENTATIVE AND BUILDING DEPARTMENT. THE WPS SHALL CONTAIN ALL THE NECESSARY INFORMATION REQUIRED BY THE CODE, THE SPECIFICATIONS, AND ANY OTHER INFORMATION NECESSARY TO PRODUCE WELDS THAT ARE IN COMPLIANCE WITH THESE REQUIREMENTS. THE WPS SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECTRODE MANUFACTURER. ALL WELDERS AND INSPECTORS SHALL ADHERE TO THE WPS AND SHALL RETAIN A COPY.

AutoCAD SHX Text MECHANICAL ANCHORS 1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB TZ (ICC ESR-1917) OR EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB TZ (ICC ESR-1917) OR SIMPSON STRONG BOLT 2 (ICC 3037) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S RECOMMENDATIONS. 2. FASTENERS SHALL BE STAINLESS STEEL FOR EXTERIOR USE OR WHEN EXPOSED TO FASTENERS SHALL BE STAINLESS STEEL FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, UNLESS OTHERWISE NOTED. 3. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE STRUCTURAL ENGINEER WILL DETERMINE A NEW LOCATION. 4. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS. 5. ANCHORS SHALL BE PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY. ANCHORS SHALL BE PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY. 6. TEST ANCHORS NO SOONER THAN 24 HOURS AFTER INSTALLATION. TEST ANCHORS NO SOONER THAN 24 HOURS AFTER INSTALLATION. 7. APPLY TEST LOAD BY ANY METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION APPLY TEST LOAD BY ANY METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION ON THE ANCHOR SUCH AS DIRECT PULL WITH A HYDRAULIC JACK, TORQUE WRENCH, OR CALIBRATED SPRING_LOADING DEVICES, ETC. 8. TEST 50% OF ANCHORS PER ONE OF THE FOLLOWING METHODS AND IN ACCORDANCE TEST 50% OF ANCHORS PER ONE OF THE FOLLOWING METHODS AND IN ACCORDANCE WITH THE VALUES SHOWN IN THE TABLE: A. HYDRAULIC RAM METHOD: APPLY PROOF TEST LOAD WITHOUT REMOVING THE HYDRAULIC RAM METHOD: APPLY PROOF TEST LOAD WITHOUT REMOVING THE NUT. IF IT IS NOT POSSIBLE TO TEST WITH THE NUT INSTALLED, REPLACE THE NUT WITH A THREADED COUPLER TO THE SAME TORQUE MEASURED WITH A TORQUE WRENCH, AND THEN APPLY THE LOAD. ANCHOR IS ACCEPTABLE IF NO MOVEMENT IS OBSERVED AT THE TEST LOAD. MOVEMENT MAY BE DETERMINED WHEN THE WASHER UNDER THE NUT BECOMES LOOSE. B. TORQUE WRENCH METHOD: TEST ANCHORS TO THE TORQUE LOAD INDICATED IN TORQUE WRENCH METHOD: TEST ANCHORS TO THE TORQUE LOAD INDICATED IN THE TABLE WITHIN ONE-HALF TURN OF THE NUT. 9. IF ANY ANCHOR FAILS TESTING, REPLACE ANCHOR AND TEST ADDITIONAL ANCHORS OF IF ANY ANCHOR FAILS TESTING, REPLACE ANCHOR AND TEST ADDITIONAL ANCHORS OF THE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE TESTS PASS, THEN RESUME INITIAL TESTING FREQUENCY.

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TENSION

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TORQUE

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TORQUE

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EMBED

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AutoCAD SHX Text INSPECTION / TESTING 1. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS SHALL BE RETAINED AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS SHALL BE RETAINED BY THE OWNER TO PERFORM THE TESTS AND INSPECTION AS REQUIRED BY SECTION 1704 OF THE INTERNATIONAL BUILDING CODE. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE SPECIAL INSPECTOR TO THE SITE OR FABRICATION SHOPS AND SHALL FURNISH SAMPLES OF MATERIALS FOR TESTING AS REQUESTED BY THE TESTING AGENCY AND THE GOVERNING CODE. 2. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEAL IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THE WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS WILL BE MADE AT THE CONTRACTOR'S EXPENSE. 3. PROVIDE CONTINUOUS OR PERIODIC SPECIAL INSPECTION FOR ITEMS NOTED IN "TEST PROVIDE CONTINUOUS OR PERIODIC SPECIAL INSPECTION FOR ITEMS NOTED IN "TEST AND INSPECTION LIST", AS REQUIRED PER THE CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE AMENDMENTS: 4. SPECIAL INSPECTIONS MAY NOT BE REQUIRED WHEN THE WORK IS DONE ON THE SPECIAL INSPECTIONS MAY NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL OR GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 5. TEST BY CALIBRATED TORQUE WRENCH A MINIMUM OF ONE (1) HIGH STRENGTH TEST BY CALIBRATED TORQUE WRENCH A MINIMUM OF ONE (1) HIGH STRENGTH BOLT AT EACH SHEAR CONNECTION. A MINIMUM OF TWO (2) BOLTS PER CONNECTION FOR CONNECTION WITH 8 BOLTS OR MORE AND A MINIMUM OF 2 BOLTS PER FRAME BEAM SHEAR CONNECTION. 6. TEST A MINIMUM OF 10% OF FILLET WELDS BY MAGNETIC PARTICLE (ASTM 109 TEST A MINIMUM OF 10% OF FILLET WELDS BY MAGNETIC PARTICLE (ASTM 109 METHOD). TEST A MINIMUM OF 25% OF CONTINUITY PLATE FILLET WELDS AND BEAM FILLET WELDS (100% IN MOMENT ZONES) BY MAGNETIC PARTICLE. 7. APPROVAL BY THE INSPECTOR OF MATTERS NOT SPECIFICALLY CONSTRUCTED PER APPROVAL BY THE INSPECTOR OF MATTERS NOT SPECIFICALLY CONSTRUCTED PER THE APPROVED DRAWINGS DOES NOT MEAN THE FAILURE TO COMPLY WITH THE CONSTRUCTION DOCUMENTS HAS BEEN ACCEPTED. ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION. 8. INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER WITHIN SEVEN DAYS OF WHEN THE INSPECTION WAS MADE OR WHEN THE TESTING WAS PERFORMED. 9. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY INSPECTION THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY INSPECTION OR TESTING WHICH DOES NOT COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

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STRUCTURAL STEEL

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REVIEW MILL CERTIFICATE, TEST REPORTS AND MATERIAL

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IDENTIFICATION DELIVERED TO THE SITE

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REVIEW WELDING PROCEDURE SPECIFICATION & WELDER

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CERTIFICATION

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INSTALLATION OF NON-SLIP CRITICAL HIGH-STRENGTH BOLTS

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& WASHERS (PROVIDE CONTINUOUS INSPECTION IF

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INSTALLATION IS PERFORMED WITH CALIBRATED WRENCH)

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WASHERS

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FIELD ERECTION INSPECTION

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FABRICATION INSPECTION

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WELDING INSPECTION

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NON-DESTRUCTIVE WELD TEST

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BOLTING INSPECTION

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REINFORCING STEEL

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REVIEW MILL CERTIFICATES & TEST REPORTS

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SAMPLE & TEST X REINFORCING BARS X WELDED WIRE FABRIC

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PLACEMENT INSPECTION

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CONCRETE, SHOTCRETE, CMU, GROUT & MORTAR

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CONCRETE SHORTCRETE CMU GROUT MORTAR

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MIX DESIGN

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REVIEW

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VERIFICATION OF

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CORRECT MIX

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DESIGN USED

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DURING POUR

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PREPARATION OF

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SAMPLES FOR

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TESTING

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PURPOSES

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BATCH PLANT

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INSPECTIONS

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CAST, PICK-UP,

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AND COMPRESSION

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TEST SAMPLES

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SLUMP,

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ENTRAINED AIR,

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& TEMPERATURE

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TEST

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SHRINKAGE TEST

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PLACEMENT

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INSPECTION

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CURING TEMPERATURE

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AND TECHNIQUES

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FORMWORK

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INSPECTION

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%%UNOTES:

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C: INDICATES CONTINUOUS INSPECTION

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P: INDICATES PERIODIC INSPECTION

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