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INSPECTION OF FABRICATORS DEFERRED STRUCTURAL SUBMITTALS
<br /> (SEE ARCHITECTURAL SHEET T1.0 FOR COMPLETE LIST OF DEFERRED SUBMITTALS) Architecture / Development
<br /> O. SPECIAL INSPECTIONS SPECIAL INSPECTION FREQUENCY REFERENCED
<br /> STANDARD SUPPLIER 14901 Quorum Drive
<br /> 1. THE OWNER WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE Suite 300
<br /> SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE ITEMS IN THE SPECIAL INSPECTION TABLE BELOW PERIODIC FIRE SPRINKLER SYSTEM Dallas Texas 75254
<br /> 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, 1. APPLICABLE ELEMENT (FABRICATOR CERTIFICATION REQUIREMENTS) MANUFACTURED WOOD TRUSSES Ph:(972)239-8884
<br /> TO THE SATISFACTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL Fax: (972)239-5054
<br /> RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, FOR INSPECTION OF THE PARTICULAR TYPE a. STRUCTURAL STEEL STRUCTURAL STEEL SHOP DRAWINGS
<br /> OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. b. LOAD BEARING CONCRETE MASONRY ISSUE RECORD
<br /> 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: STEEL AWNING SYSTEM
<br /> A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH 2. WHEN SPECIAL INSPECTIONS ARE REQUIRED BY BUILDING OFFICIAL DATE DESCRIPTION
<br /> THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, NOTES: URBAN DESIGN PROTOTYPE
<br /> MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. a. FABRICATION & IMPLEMENTATION PROCEDURES: THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR 1. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE PROVIDED TO THE ARCHITECT AND/OR 7-10-2020 ISSUED FOR PERMIT
<br /> B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, MAINTAINS DETAILED FABRICATION & QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, ENGINEER OF RECORD FOR REVIEW (METHOD OF ATTACHMENT AND LOADING OF ROOF SYSTEM FOR
<br /> THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE CONTROL OF THE WORKMANSHIP, & THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION STRUCTURAL PURPOSES & APPROVAL PRIOR TO FABRICATION.)
<br /> BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF DOCUMENTS & REFERENCED STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR 2. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN REVIEWED &
<br /> UNCORRECTED, SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A COMPLETENESS & ADEQUACY RELATIVE TO THE CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. APPROVED BY THE BLDG. OFFICIAL.
<br /> WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFESSIONAL OF 3. APPROVED SET OF SHOP DRAWINGS SHALL BE KEPT AT THE JOB SITE FOR INSPECTION PURPOSES.
<br /> RECORD UNTIL ALL CORRECTIONS HAVE BEEN COMPLETED. 3. WHEN SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE BUILDING OFFICIAL
<br /> C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE a. UPON COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF THE
<br /> WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTORS COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH
<br /> KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE THE APPROVED CONSTRUCTION DOCUMENTS.
<br /> APPLICABLE WORKMANSHIP PROVISIONS of THE CODE. SCHEDULE OF STRUCTURAL OBSERVATIONS
<br /> 4. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF SPECIFIED QUALITY
<br /> ASSURANCE TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED.
<br /> Item Scope
<br /> 5. THE TESTING AGENCY SHALL OBTAIN APPROVAL FROM THE BUILDING DEPARTMENT PRIOR TO MASONRY
<br /> PERFORMING THE TEST. 1. FOUNDATION SUBGRADE, FOOTINGS, GRADE BEAMS, REINFORCING STEEL, REVISION RECORD
<br /> 6. ALL TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. P54
<br /> ENCED STANDARD
<br /> SPECIAL INSPECTION FREQUENCYASCE ACI 530.1/ASCE ANCHORS, HOEDOWNS, SLABS, CURBS
<br /> 02 6 TMS 602
<br /> 1. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL 2. VERTICAL WALLS, COLUMNS, BEAMS, CONNECTIONS
<br /> SOIL BE VERIFIED TO ENSURE COMPLIANCE: LOAD
<br /> a. PROPORTIONS OF SITE PREPARED MORTAR. PERIODIC ART. 2.6A SUPPORTINGELEMENTS
<br /> SPECIAL INSPECTION FREQUENCY REFERENCED b. CONSTRUCTION OF MORTAR JOINTS. PERIODIC ART. 3.3B 3. SHEARWALLS ANCHOR BOLTS, HOLDOWNS, SHEATHING, NAILING, SHEAR TRANSFER
<br /> STANDARD
<br /> (WOOD) ELEMENTS (CHORDS, LEDGERS, STRAPS, ETC.)
<br /> 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE PERIODIC GEOTECHNICAL
<br /> c. LOCATION OF REINFORCEMENT AND CONNECTORS. PERIODIC ART. 3.4
<br /> DESIGN BEARING CAPACITY. ENGINEERING
<br /> REPORT 2. THE INSPECTION PROGRAM SHALL VERIFY: 4. ROOF SHEATHING, NAILING, DRAG STRUTS, SHEAR TRANSFER ELEMENTS
<br /> 2. VERIFY EXVACATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE PERIODICDIAPHRAGMS (BLOCKING, LEDGERS, STRAPS, HANGERS, ETC.) onald
<br /> REACHED PROPER MATERIAL. a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. PERIODIC ART. 3.3F (WOOD)
<br /> PER b. TYPE, SIZE & LOCATION OF ANCHORS, INCLUDING OTHER PERIODIC SEC. oberts
<br /> 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL GEOTECHNICAL DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL 1.16.4.3,
<br /> MATERIALS. REPORT MEMBERS, FRAMES OR OTHER CONSTRUCTION.
<br /> 1.17.1
<br /> 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES PER
<br /> GEOTECHNICAL c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. PERIODIC SEC. 1.16 ART. 2.4, 3.4 Associates, Inc.
<br /> DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. REPORT Consulting Engineers
<br /> 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND PER d. PROTECTION OF MASONRY DURING COLD WEATHER PERIODIC ART. 1.8
<br /> VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. GEOTECHNICAL (TEMPERATURE BELOW 40°F) OR HOT WEATHER SIMPSON STRONG TIE PRODUCT ICC■ 2948 N. Stemmons Freeway
<br /> REPORT Dallas, Texas 75247-6103
<br /> (TEMPERATURE ABOVE 90°F). Phone: (214) 637-6299
<br /> 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO A23 ESR-2523/ESR-3096 www.rara.net
<br /> CONCRETE ENSURE COMPLIANCE: A34 ESR-2523/ESR-3096
<br /> a. GROUT SPACE IS CLEAN. CONTINUOUS ART. 3.2D, 3.2.F A35 ESR-2523/ESR-3096 PROFESSIONAL SEAL
<br /> SPECIAL INSPECTION FREQUENCY REFERENCED
<br /> STANDARD b. PLACEMENT OF REINFORCEMENT & CONNECTORS. CONTINUOUS SEC. 1.16 ART. 3.4 AB ESR-1622
<br /> EtQROFESS/p 9!
<br /> (ALL CONCRETE FOOTINGS WILL REQUIRE THIRD PARTY SPECIAL INSPECTION) c. PROPORTIONS OF SITE-PREPARED GROUT PERIODIC ART. 2.66 ABU ESR-3096
<br /> 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSED PERIODIC ACI: 20.2, 20.3, a
<br /> TENDONS, AND PLACEMENT. 20.6, CH.25, CH.26 d. CONSTRUCTION OF MORTAR JOINTS PERIODIC ART. 3.3B CCQ ESR-2105/ESR-2523 ¢
<br /> .041650 N �'
<br /> CMST12 ESR-2105 ESR-2523
<br /> 2. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO PLACEMENT OF CONTINUOUS 4. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE CONTINUOUS ART. 3.5 / Exp.12/31/2i
<br /> CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED WITH CODE & CONSTRUCTION DOCUMENT PROVISIONS. CMST16 ESR-2105/ESR-2523
<br /> 3. INSPECT EPDXY ANCHORS & EXPANSION ANCHORS INSTALLED IN HARDENED CONIC.
<br /> CONTINUOUS PRODUCT ICC-ES 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR CONTINUOUS ART. 1.4 CS14 ESR-2105/ESR-2523 CA\V_\
<br /> REPORT SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. lo,l
<br /> 4. VERIFYING USE OF REQUIRED DESIGN MIX PERIODIC ACI 318:Ch. 19, 6. COMPLIANCE W RE CS16 ESR-2105/ESR-2523
<br /> 26.4.2, 26.4.3; / QD. INSPECTION PROVISIONS OF THE PERIODIC ART. 1.5
<br /> ACI 301; ACI 214R CONSTRUCTION DOCS. & APPROVED SUBMITTALS SHALL BE VERIFIED CS20 ESR-2105/ESR-2523
<br /> 5. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, AIR CONTENT AND CONTINUOUS ASTM C 172 DTC ER-124
<br /> DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKING ASTM C 31
<br /> SPECIMENS FOR STRENGTH TESTS. ACI 318: 26.12 ECCQ ESR-2604/ESR-2523
<br /> 6. INSPECTION OF CONC. & SHOTCRETE PLACEMENT FOR PROPER APPLICATION CONTINUOUS ACI 318: WOOD GLTV ESR-2615/ESR-2523
<br /> TECHNIQUES. Ch. 26.5.2
<br /> 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMP. & TECHNIQUES. PERIODIC ACI 318:26.5.3- 26.5.5 SPECIAL INSPECTION FREQUENCY REFERENCED H2.5A ESR-2613/ESR-2523/ESR-3096 PROTOTYPE VERSION
<br /> STANDARD H3 ESR-2613/ESR-2523 16U.2.61
<br /> 8. INSPECT FORMWORK FOR SHAPE, LOCATION & DIMENSIONS OF THE PERIODIC ACI 318: 26.11
<br /> CONIC. MEMBER BEING FORMED. 1. MATERIAL VERIFICATION PERIODIC NDS 2018 HDU ESR-2330/ESR-2523
<br /> a. LUMBER GRADE HGAT10KT ER-112 PROJECT NAME
<br /> b. ANCHOR BOLT TYPE & SIZE HU ESR-2552/ESR-2523 I N-N-0 U T
<br /> STEEL CONSTRUCTION
<br /> c. CONNECTOR MANUFACTURER & TYPE HUCQ ESR-2552/ESR-2523 BURGER
<br /> co SPECIAL INSPECTION FREQUENCY REFERENCED 2. INSPECTION OF SILL PLATE ® SHEAR WALLS PERIODIC NDS 2018 L50 ESR-2523/ESR-3096
<br /> g STANDARD
<br /> N a. SILL PLATE THICKNESS
<br /> LS50 ER-112
<br /> 0 1. MATERIAL VERIFICATION OF STRUCTURAL STEEL: PERIODIC
<br /> b. ANCHOR BOLT SPACING LSTA12 ESR-2105/ESR-2523/ESR-3096 STO C KTO N
<br /> a. iDENHIEIAPPROVEDRCONSTRUCTIONKINGS TO FDOCUMENTSORM TO TM STANDARDS SPECIFIED ASTM A 568R c. ANCHOR BOLT EMBEDMENT LSTA15 ESR-2105/ESR-2523/ESR-3096
<br /> Of b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS. REQUIRED d. ANCHOR BOLT PLACEMENT IN CONCRETE & SILL PLATE LTP4 ESR-2523/ESR-3096
<br /> CALIFORNIA
<br /> a
<br /> Q 2. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: PERIODIC e. WASHER SIZE LUS ESR-2549/ESR-2523/ESR-3096
<br /> U_ AISC.
<br /> 0- SECTION A3.5 f. HOLDOWN SIZE
<br /> � a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE MSTA36 ESR-2105/ESR-2523/ESR-3096
<br /> 0 APPROVED CONSTRUCTION DOCUMENTS. g. HOLDOWN EMBEDMENT 5202 PACIFIC AVE
<br /> o MSTA49 ESR-2105/ESR-2523/ESR-3096
<br /> b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED h. HOLDOWN PLACEMENT STOCKTON, CA 95207
<br /> MSTC28 ESR-2105/ESR-2523/ESR-3096
<br /> 3. INSPECTION OF WELDING: PERIODIC j. DRAG STRUTS
<br /> MTS30 ESR-2613/ESR-2523
<br /> a. STRUCTURAL STEEL k. CONNECTIONS
<br /> co
<br /> 1P 1) SINGLE-PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" (7.9mm) AWS D1.1 3. INSPECTION OF PLYWOOD SHEAR WALLS PERIODIC NDS 2018 PCZ ESR-2604
<br /> Cn
<br /> 0
<br /> CD
<br /> cli
<br /> 4. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE PERIODIC a. PLYWOOD TYPE left"
<br /> SDS SCREWS ESR-2105/ESR-2523/ESR-3096
<br /> WITH APPROVED CONSTRUCTION DOCUMENTS: b. NAIL TYPE & SIZE SSW ESR-1679
<br /> NoNmOUT
<br /> o
<br /> a. DETAILS SUCH AS BRACING AND STIFFENING ST9 ESR-2105/ESR-2523/ESR-3096
<br /> c. NAIL SPACING, APPLICATION, INSTALLATION - - \BURGER®
<br /> b. MEMBER LOCATIONS EDGE DISTANCE & BOUNDARY NAILING MUST BE VERIFIED. ST12 NOT AVAILABLE
<br /> c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION d. PLYWOOD SPACING & INSTALLATION THD ESR-2713/ESR-1056 GOD BLESS AMERICA
<br /> L0' 4. ROOF PLYWOOD SHEATHING PERIODIC NDS 2018
<br /> TS12 NOT AVAILABLE
<br /> a. PLYWOOD TYPE
<br /> TS22 NOT AVAILABLE
<br /> o b. PLYWOOD APPLICATION, INSTALLATION & SPACING
<br /> 0
<br /> NSIMPSON STRONG-TIES STEEL STRONG-WALL
<br /> ® c. NAIL TYPE & slzE PROJECT NUMBER
<br /> o d. NAIL SPACING, APPLICATION, INSTALLATION 190955
<br /> EDGE DISTANCE & BOUNDARY NAILING MUST BE VERIFIED.
<br /> CD SPECIAL INSPECTION FREQUENCY REFERENCED HILTI ICC*
<br /> STANDARD e. BLOCKING REQUIREMENTS SHEET TITLE
<br /> PERIODIC 2019 CBC: 5. TRUSSES PERIODIC NDS 2018 HIT-RE 500-SD ESR-2322
<br /> 1. INSPECTION OF NAILS, SCREWS, BOLTS, ANCHORS, AND OTHER FASTENERS. 1705.12.2 SPECIAL
<br /> a. VERIFY ELEMENTS ARE PLUMB
<br /> INSPECTION
<br /> N b. BRACING & BRIDGING AS REQUIRED BY TRUSS
<br /> v MANUFACTURER AND APPLICABLE CODES. NOTES
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