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INSPECTION OF FABRICATORS DEFERRED STRUCTURAL SUBMITTALS A]
<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: NOTES:
<br /> A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH 2. WHEN SPECIAL INSPECTIONS ARE REQUIRED BY BUILDING OFFICIAL 1. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE PROVIDED TO THE ARCHITECT AND/OR DATE DESCRIPTION
<br /> THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, ENGINEER OF RECORD FOR REVIEW (METHOD OF ATTACHMENT AND LOADING OF ROOF SYSTEM FOR URBAN PROTOTYPE DESIGN
<br /> MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. a. FABRICATION & IMPLEMENTATION PROCEDURES: THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR STRUCTURAL PURPOSES & APPROVAL PRIOR TO FABRICATION.) 10-22-2018 ISSUED FOR PERMIT
<br /> B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS S ' APPROVED BY THE BLDG. OFFICIAL.DETAILED FABRICATION & QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, 2. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN REVIEWED &
<br /> THE BUILDING OFFICIAL, CONTROL OF THE WORKMANSHIP, & THE FABRICATORS ABILITY TO CONFORM TO APPROVED CONSTRUCTION
<br /> THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE
<br /> BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF DOCUMENTS & REFERENCED STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR 3. APPROVED SET OF SHOP DRAWINGS SHALL BE KEPT AT THE JOB SITE FOR INSPECTION PURPOSES.
<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.
<br /> WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFESSIONAL OF
<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 INSPECTOR'S 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. ❑❑❑❑R❑❑❑MM❑1111-❑❑=R❑0❑-❑0M0�2❑-❑❑R❑-❑-1111❑❑❑ REVISION RECORD
<br /> 6. ALL TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. REFERENCED STANDARD __
<br /> SPECIAL INSPECTION FREQUENCY ACI 530/ASCE ACI 530.1/ASCE 1111❑❑OR❑�❑❑❑❑❑ ❑❑�❑❑❑❑�❑R❑❑
<br /> 5 TMS 402 6 TMS 602
<br /> 1. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL ❑0 ❑0R❑-❑0 J ❑❑1111❑❑❑❑❑M❑❑TM❑❑M❑TM❑❑❑❑❑C-❑❑
<br /> SOIL BE VERIFIED TO ENSURE COMPLIANCE: _❑1111
<br /> ❑0110-R--0
<br /> a. PROPORTIONS OF SITE PREPARED MORTAR. PERIODIC ART. 2.6A -O-M❑01111
<br /> SPECIAL INSPECTION FREQUENCY REFERENCED b. CONSTRUCTION OF MORTAR JOINTS. PERIODIC ART. 3.313 -0 =❑❑❑R❑ 1111❑❑ ❑0-❑0R-❑❑00MM❑❑❑❑❑ ❑❑mm❑❑❑❑❑-❑=❑--❑TM❑❑❑R-R❑❑❑❑❑R
<br /> STANDARD
<br /> 1111 1111❑❑ ❑❑❑M❑❑❑❑❑ID❑❑R❑❑�❑❑❑❑R❑�❑R❑❑C�❑❑-
<br /> 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THEPERIODIC GEOTECHNICAL c. LOCATION OF REINFORCEMENT AND CONNECTORS. PERIODIC ART. 3.4 DESIGN BEARING CAPACITY. ENGINEERINGREPORT 2. THE INSPECTION PROGRAM SHALL VERIFY: RI I I I 11❑ _i❑❑❑ ❑ Ffl=iioFfliR1111 ❑R❑❑❑❑❑❑❑❑RSR❑❑❑❑❑R ❑❑M-_1111❑
<br /> 2. VERIFY EXVACATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE PERIODICI 111 II IRI II IM -❑-❑❑�❑ ❑-❑-R❑�❑R0❑❑�-0❑0R0=---
<br /> REACHED PROPER MATERIAL. a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. PERIODIC ART. 3.3F onald
<br /> b. TYPE, SIZE & LOCATION OF ANCHORS, INCLUDING OTHER PERIODIC SEC.
<br /> 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL PER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL - oberts
<br /> MATERIALS. GEOTECHNICAL 1.16.4.3,
<br /> REPORT MEMBERS, FRAMES OR OTHER CONSTRUCTION. 1.17.1 1
<br /> 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES PER
<br /> DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. GEOTECHNICAL C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. PERIODIC SEC. 1.16 ART. 2.4, 3.4 Associates, Inc.
<br /> REPORT Consulting Engineers
<br /> 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND PER d. WELDING OF REINFORCING BARS. CONTINUOUS SEC. 2.1.8.7.2,
<br /> GEOTECHNICAL 3.3.3.4 (c),8.3.3.4. (b) 2948 N. Stemmons Freeway
<br /> VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. REPORT SIMPSON STRONG TIE PRODUCT ICC« Dallas, Texas 75247-6103
<br /> Phone: (214) 637-6299
<br /> e. PROTECTION OF MASONRY DURING COLD WEATHER PERIODIC ART. 1.8 A23 ESR-2523/ESR-3096 Fax: (214) 637-6997
<br /> CONCRETE (TEMPERATURE BELOW 40°F) OR HOT WEATHER A34 ESR-2523/ESR-3096 www.rara.net
<br /> (TEMPERATURE ABOVE 90°F). /
<br /> PROFESSIONAL SEAL
<br /> REFERENCED 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO A35 ESR-2523/ESR-3096
<br /> SPECIAL INSPECTION FREQUENCY STANDARD ENSURE COMPLIANCE: AB ESR-1622
<br /> eVq'OFESS p
<br /> (ALL CONCRETE FOOTINGS WILL REQUIRE THIRD PARTY SPECIAL INSPECTION) a. GROUT SPACE IS CLEAN. CONTINUOUS ART. 3.2D, 3.2.F ABU ESR-3096 �Q�Op PL
<br /> 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSED PERIODIC ACI: 20.2, 20.3, b. PLACEMENT OF REINFORCEMENT & CONNECTORS. CONTINUOUS SEC. 1.16 ART. 3.4 c
<br /> CCQ ESR-2105/ESR-2523
<br /> TENDONS, AND PLACEMENT. 20.6, CH.25, CH.26 o.041650 N
<br /> 2. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO PLACEMENT OF CONTINUOUS c. PROPORTIONS OF SITE-PREPARED GROUT PERIODIC ART. 2.613 CMST12 ESR-2105/ESR-2523 Exp.12/31/iq
<br /> CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED d. CONSTRUCTION OF MORTAR JOINTS PERIODIC ART. 3.313 CMST16 ESR-2105/ESR-2523
<br /> 3. INSPECT EPDXY ANCHORS & EXPANSION ANCHORS INSTALLED IN HARDENED CONC. CONTINUOUS PRODUCT ICC-ES 4. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE CONTINUOUS ART. 3.5 CS14 ESR-2105/ESR-2523 9jfOf P1�J
<br /> REPORT WITH CODE & CONSTRUCTION DOCUMENT PROVISIONS. a
<br /> 4. VERIFYING USE OF REQUIRED DESIGN MIX PERIODIC ACI 318:Ch. 19, CS16 ESR-2105/ESR-2523
<br /> 26.4.2, 26.4.3; 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR CONTINUOUS ART. 1.4 ESR-2523
<br /> ACI 301; ACI 214R SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. 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 6. COMPLIANCE W/READ. INSPECTION PROVISIONS OF THE PERIODIC ART. 1.5
<br /> SPECIMENS FOR STRENGTH TESTS. ACI 318: 26.12 CONSTRUCTION DOCS. & APPROVED SUBMITTALS SHALL BE VERIFIED ECCQ ESR-2604/ESR-2523
<br /> 6. INSPECTION OF CONC. & SHOTCRETE PLACEMENT FOR PROPER APPLICATION CONTINUOUS ACI 318: 7. ELEMENTS AND DETAILS REQUIRING SPECIAL INSPECTION: GLTV ESR-2615/ESR-2523
<br /> TECHNIQUES. Ch. 26.5.2
<br /> 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMP. & TECHNIQUES. PERIODIC ACI 318: H2.5A ESR-2613/ESR-2523/ESR-3096
<br /> 26.5.3- 26.5.5 WOOD H3 ESR-2613/ESR-2523 PROTOTYPE VERSION
<br /> / URBAN DESIGN
<br /> 8. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL CONTINUOUS ACI 318: 26.11.2
<br /> OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. REFERENCED HDU ESR-2330/ESR-2523
<br /> 9. INSPECT FORMWORK FOR SHAPE, LOCATION & DIMENSIONS OF THE PERIODIC ACI 318: 26.11 SPECIAL INSPECTION FREQUENCY STANDARD HGAT10KT ER-112 PROJECT NAME
<br /> CONC. MEMBER BEING FORMED. 1. MATERIAL VERIFICATION PERIODIC NDS 2015 HU ESR-2552/ESR-2523 IN-N-OUT
<br /> U a. LUMBER GRADE HUCQ ESR-2552/ESR-2523
<br /> STEEL CONSTRUCTION b. ANCHOR BOLT TYPE & SIZE BURGER
<br /> L50 ESR-2523/ESR-3096
<br /> M REFERENCED c. CONNECTOR MANUFACTURER & TYPE
<br /> LS50 ER-112
<br /> SPECIAL INSPECTION FREQUENCY STANDARD 2. INSPECTION OF SILL PLATE © SHEAR WALLS PERIODIC NDS 2015
<br /> ell, LSTA12 ESR-2105/ESR-2523/ESR-3096
<br /> 1. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a. SILL PLATE THICKNESS LAT H R PLSTA15 ESR-2105/ESR-2523/ESR-3096
<br /> b. ANCHOR BOLT SPACING
<br /> a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED ASTM A 6 OR LTP4 ESR-2523/ESR-3096 CALIFORNIA
<br /> = IN THE APPROVED CONSTRUCTION DOCUMENTS. A STM A 568
<br /> c. ANCHOR BOLT EMBEDMENT
<br /> Q b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS. REQUIRED LUS ESR-2549/ESR-2523/ESR-3096
<br /> clid. ANCHOR BOLT PLACEMENT IN CONCRETE & SILL PLATE
<br /> 0 MSTA36 ESR-2105/ESR-2523/ESR-3096
<br /> 2. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:
<br /> AISC. e. WASHER SIZE 16514 GOLDEN VALLEY PKWY
<br /> ~ a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE SECTION A3.5 MSTA49 ESR-2105/ESR-2523/ESR-3096
<br /> � APPROVED CONSTRUCTION DOCUMENTS. f. HOEDOWN SIZE LATHROP, CA 95330
<br /> o MSTC28 ESR-2105/ESR-2523/ESR-3096
<br /> b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED g. HOEDOWN EMBEDMENT
<br /> MTS30 ESR-2613/ESR-2523
<br /> 3. INSPECTION OF WELDING: h. HOEDOWN PLACEMENT
<br /> PCZ ESR-2604
<br /> M a. STRUCTURAL STEEL j. DRAG STRUTS
<br /> 00 k. CONNECTIONS SDS SCREWS ESR-2105/ESR-2523/ESR-3096
<br /> 1) SINGLE-PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" (7.9mm) CONTINUOUS AWS D1.1
<br /> 3. INSPECTION OF PLYWOOD SHEAR WALLS PERIODIC NDS 2015 SSW ESR-1679 NoNmOUT
<br /> N 4. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE
<br /> 6' WITH APPROVED CONSTRUCTION DOCUMENTS: PERIODIC a. PLYWOOD TYPE ST9 ESR-2105/ESR-2523/ESR-3096
<br /> \BURGER®
<br /> a. DETAILS SUCH AS BRACING AND STIFFENING b. NAIL TYPE & SIZE ST12 NOT AVAILABLE
<br /> 3 b. MEMBER LOCATIONS. c. NAIL SPACING, APPLICATION, INSTALLATION THD ESR-2713/ESR-1056 GOD BLESS AMERICA
<br /> EDGE DISTANCE & BOUNDARY NAILING MUST BE VERIFIED.
<br /> c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. TS12 NOT AVAILABLE
<br /> d. PLYWOOD SPACING & INSTALLATION
<br /> C) 4. ROOF PLYWOOD SHEATHING PERIODIC NDS 2015 TS22 NOT AVAILABLE
<br /> 0
<br /> o a. PLYWOOD TYPE PROJECT NUMBER
<br /> CT; ® O b. PLYWOOD APPLICATION, INSTALLATION & SPACING
<br /> 180641.001
<br /> SIMPSON STRONG-TIE STEEL STRONG-WALL c. NAIL TYPE & slzE HILTI ICC«
<br /> SHEET TITLE
<br /> d. NAIL SPACING, APPLICATION, INSTALLATION
<br /> o SPECIAL INSPECTION FREQUENCY REFERENCED EDGE DISTANCE & BOUNDARY NAILING MUST BE VERIFIED. HIT-RE 500 V3 ESR-3814 SPECIAL
<br /> STANDARD
<br /> e. BLOCKING REQUIREMENTS INSPECTION
<br /> PERIODIC 2016 CBC:
<br /> 1. INSPECTION OF NAILS, SCREWS, BOLTS, ANCHORS, AND OTHER FASTENERS. 1705.12.2 5. TRUSSES PERIODIC NDS 2015
<br /> Q
<br /> Q a. VERIFY ELEMENTS ARE PLUMB NOTES
<br /> 2
<br /> Z_
<br /> co b. BRACING & BRIDGING AS REQUIRED BY TRUSS
<br /> o MANUFACTURER AND APPLICABLE CODES.
<br /> z
<br /> co SHEET NUMBER
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