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SI SPECIAL INSPECTIONS AND STRUCTURAL TESTING
<br />SI-1) SPECIAL INSPECTIONS SHALL BE PERFORMED BY A SPECIAL INSPECTOR PER
<br />CBC SECTIONS 1704 AND 1705. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER AND NOT BY THE CONTRACTOR
<br />OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK.
<br />SI-2) THE SPECIAL INSPECTOR SHALL BE A QUALIFIED (LICENSED) PERSON WHO SHALL
<br />PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT
<br />TRAINING OR EXPERIENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL. EXPERIENCE SHALL BE FOR SPECIAL INSPECTION
<br />OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
<br />SI-3)THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY PER CBC SECTION 1704.4 TO THE BUILDING
<br />OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK WHEN RESPONSIBLE. THE STATEMENT OF RESPONSIBILITY
<br />SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF
<br />SPECIAL INSPECTION.
<br />SI-4)THE FOLLOWING WORK REQUIRES STRUCTURAL TESTS. FOR SPECIFIC REQUIREMENTS OF STRUCTURAL TESTS, SEE THE
<br />SPECIFICATIONS AND GENERAL NOTES.
<br />1. CONCRETE REINFORCEMENT
<br />2. CAST-IN-PLACE CONCRETE
<br />3. POST-INSTALLED ANCHORS
<br />4 GROUTED DOWELS
<br />5. STRUCTURAL STEEL MATERIALS AND FABRICATION
<br />6 WELDING: STRUCTURAL STEEL AND REINFORCING STEEL
<br />7. STEEL DECKING
<br />8. COLD FORMED METAL FRAMING
<br />SI-5)THE FOLLOWING ITEMS SHALL RECIEVE SPECIAL INSPECTION BY A CERTIFIED SPECIAL INSPECTOR AS REQUIRED THE THE
<br />LOCAL JURISDICTION AND CBC SECTION 1705.1.1:
<br />1. FIRE PROOFING
<br />2. PENETRATIONS
<br />SI-6) THE FOLLOWING ITEMS SHALL RECEIVE SPECIAL INSPECTION BY A CERTIFIED SPECIAL INSPECTOR IN ACCORDANCE WITH
<br />CBC 1704 AND 1705.
<br />REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
<br />VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD CBC
<br />REFERENCE
<br />1.INSPECTION OF REINFORCING STEEL, INCLUDING
<br />PRESTRESSING TENDONS, AND PLACEMENT.—X ACI 318: 3.5, 7.1-7.7 1910.4
<br />2.INSPECTION OF REINFORCING STEEL WELDING IN
<br />ACCORDANCE WITH TABLE 1705.2.2, ITEM 2B.— — AWS D1.4, ACI 318: 3.5.2 —
<br />3.INSPECTION OF ANCHORS CAST IN CONCRETE WHERE
<br />ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE
<br />STRENGTH DESIGN HAS BEEN USED.
<br />ACI 318: 8.1.3, 21.2.8 1908.5,
<br />1909.1
<br />5.VERIFYING USE OF REQUIRED DESIGN MIX. — X ACI 318: Ch. 4, 5.2-5.4
<br />1904.2,
<br />1910.2,
<br />1910.3
<br />6.AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE
<br />SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND
<br />AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE
<br />OF THE CONCRETE.
<br />X —
<br />ASTM C 172, ASTM C 31,
<br />ACI
<br />318: 5.6, 5.8
<br />1910.10
<br />8.INSPECTION FOR MAINTENANCE OF SPECIFIED CURING
<br />TEMPERATURE AND TECHNIQUES.— X ACI 318: 5.11-5.13 1910.9
<br />12.INSPECT FORMWORK FOR SHAPE, LOCATION AND
<br />DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.— X ACI 318: 6.1.1 —
<br />REQUIRED VERIFICATION AND INSPECTION OF SOILS
<br />VERIFICATION AND INSPECTION TASK
<br />CONTINUOUS
<br />DURING TASK
<br />LISTED
<br />PERIODICALLY
<br />DURING TASK
<br />LISTED
<br />1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN
<br />BEARING CAPACITY.— X
<br />2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. — X
<br />3.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. — X
<br />4.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND
<br />COMPACTION OF COMPACTED FILL.X —
<br />5.PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS
<br />BEEN PREPARED PROPERLY.— X
<br />4.INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED
<br />CONCRETE MEMBERS.X — ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1
<br />7.INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT
<br />FOR PROPER APPLICATION TECHNIQUES.X — ACI 318: 5.9, 5.10 1910.6, 1910.7
<br />1910.8
<br />9.INSPECTION OF PRESTRESSED CONCRETE:
<br />APPLICATION OF PRESTRESSING FORCES.A.
<br />GROUTING OF BONDED PRESTRESSING TENDONS IN THE
<br />SEISMIC-FORCE-RESISTING SYSTEM.
<br />B.
<br />X
<br />X
<br />—ACI 318: 18.20 ACI
<br />318: 18.18.4 —
<br />10. ERECTION OF PRECAST CONCRETE MEMBERS.— X ACI 318: CH.16 —
<br />VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO
<br />STRESSING OF TENDONS IN POST-TENSIONED CONCRETE
<br />AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM
<br />BEAMS AND STRUCTURAL SLABS.
<br />— X ACI 318: 6.2 —
<br />11.
<br />—
<br />—X
<br />INSPECTION TASKS PRIOR TO WELDING
<br />INSPECTION TASKS PRIOR TO WELDING QUALITY CONTROL QUALITY ASSURANCE
<br />WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE P P
<br />MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES
<br />AVAILABLE P P
<br />MATERIAL IDENTIFICATION (TYPE/GRADE)O O
<br />WELDER IDENTIFICATION SYSTEM1 O O
<br />FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):
<br />JOINT PREPARATION O O
<br />FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):
<br />DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)O O
<br />FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):
<br />CLEANLINESS (CONDITION OF STEEL SURFACES)O O
<br />FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):
<br />TACKING (TACK WELD QUALITY AND LOCATION)O O
<br />FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):
<br />BACKING TYPE AND FIT (IF APPLICABLE)O O
<br />CONFIGURATION AND FINISH OF ACCESS HOLES O O
<br />FIT-UP OF FILLET WELDS:
<br />DIMENSIONS (ALIGNMENT, GAPS AT ROOT)O O
<br />FIT-UP OF FILLET WELDS:
<br />CLEANLINESS (CONDITION OF STEEL SURFACES)O O
<br />FIT-UP OF FILLET WELDS:
<br />TACKING (TACK WELD QUALITY AND LOCATION)
<br />O O
<br />CHECK WELDING EQUIPMENT O -
<br />REFERENCE AISC 360-16 TABLE N5.4-1
<br />1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS
<br />WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE
<br />O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS
<br />P - PERFORM THESE TASKS FOR EACH WELDED JOINT OF MEMBER
<br />INSPECTION TASKS DURING WELDING
<br />INSPECTION TASKS DURING TO WELDING QUALITY CONTROL QUALITY ASSURANCE
<br />USE OF QUALIFIED WELDERS O O
<br />CONTROL AND HANDLING OF WELDING CONSUMABLES:
<br />PACKAGING O O
<br />CONTROL AND HANDLING OF WELDING CONSUMABLES:
<br />EXPOSURE CONTROL O O
<br />NO WELDING OVER CRACKED TACK WELDS O O
<br />ENVIRONMENTAL CONDITIONS: WIND SPEED WITHIN LIMITS O O
<br />ENVIRONMENTAL CONDITIONS: PRECIPITATION AND
<br />TEMPERATURE O O
<br />WPS FOLLOWED: SETTINGS ON WELDING EQUIPMENT O O
<br />WPS FOLLOWED: TRAVEL SPEED O O
<br />WPS FOLLOWED: SELECTED WELDING MATERIALS O O
<br />WPS FOLLOWED: SHIELDING GAS TYPE/FLOW RATE O O
<br />WPS FOLLOWED: PREHEAT APPLIED O O
<br />WPS FOLLOWED: INTERPOSES TEMPERATURE MAINTAINED
<br />(MIN./MAX.)O O
<br />WPS FOLLOWED: PROPER POSITION (F, V, H, OH)O O
<br />WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING O O
<br />WELDING TECHNIQUES: EACH PASS WITHIN PROFILE LIMITATIONS O O
<br />WELDING TECHNIQUES: EACH PASS MEETS QUALITY
<br />REQUIREMENTS O O
<br />REFERENCE AISC 360-16 TABLE N5.4-2
<br />O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
<br />P - PERFORM THESE TASKS FOR EACH WELDED JOINT OF MEMBER
<br />PLACEMENT AND INSTALLATION OF STEEL HEADED
<br />STUD ANCHORS P P
<br />INSPECTION TASKS AFTER WELDING
<br />INSPECTION TASKS AFTER WELDING QUALITY CONTROL QUALITY ASSURANCE
<br />WELDS CLEANED O O
<br />SIZE, LENGTH AND LOCATION OF WELDS P P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK PROHIBITION P P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA: WELD/BASE-METAL
<br />FUSION P P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRATER CROSS
<br />SECTION P P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA: WELD PROFILES P P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA: WELD SIZE P P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA: UNDERCUT P P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA: POROSITY P P
<br />ARC STRIKES P P
<br />K-AREA1 P P
<br />BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P
<br />REPAIR ACTIVITIES P P
<br />DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
<br />MEMBER P P
<br />REFERENCE AISC 360-16 TABLE N5.4-3
<br />1 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA,
<br />VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) THE WELD
<br />O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
<br />P - PERFORM THESE TASKS FOR EACH WELDED JOINT OF MEMBER
<br />INSPECTION TASKS PRIOR TO BOLTING
<br />INSPECTION TASKS PRIOR TO BOLTING QUALITY CONTROL QUALITY ASSURANCE
<br />MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER
<br />MATERIALS O P
<br />FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O
<br />PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE,
<br />TYPE, BLOT LENGTH IF THREADS ARE TO BE EXCLUDED FROM
<br />SHEAR PLANE)
<br />O O
<br />PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O
<br />CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
<br />SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED,
<br />MEET APPLICABLE REQUIREMENTS
<br />O O
<br />PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
<br />PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
<br />ASSEMBLIES AND METHODS USED
<br />P O
<br />PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND
<br />OTHER FASTENER COMPONENTS O O
<br />REFERENCE AISC 360-16 TABLE N5.6-1
<br />O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
<br />P - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION
<br />INSPECTION TASKS DURING BOLTING
<br />INSPECTION TASKS DURING BOLTING
<br />QUALITY
<br />CONTROL
<br />QUALITY
<br />ASSURANCE
<br />FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL
<br />HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS
<br />REQUIRED
<br />O O
<br />JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
<br />PRETENSIONING OPERATION O O
<br />FASTENER COMPONENT NOT TURNED BY THE WRENCH
<br />PREVENTED FROM ROTATING O O
<br />FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
<br />SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST
<br />RIGID POINT TOWARD THE FREE EDGES
<br />O O
<br />REFERENCE AISC 360-16 TABLE N5.6-2
<br />O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE
<br />INSPECTIONS.
<br />P - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION
<br />SF-1 SURVEY OF FLAT PLATE OR FLAT SLAB CONCRETE FLOORS
<br />A. SUBMIT A SURVEYING PLAN FOR INFORMATION 30 DAYS PRIOR TO THE START OF THE FIRST FLAT
<br />PLATE/SLAB FLOOR CONSTRUCTION.
<br />B. SUBMIT ELEVATION SURVEYS FOR RECORD AT FLOORS L1 THROUGH L7 IMMEDIATELY
<br />UPON COMPLETION OF SURVEYS AT THE FOLLOWING STAGES. ALL SURVEYS ARE
<br />TO THE BOTTOM OF THE SLAB:
<br />1. PRIOR TO THE PLACEMENT OF CONCRETE
<br />2. WITHIN ONE DAY OF PLACEMENT
<br />3. AT STRIPPING OF SHORING, PRIOR TO INSTALLATION OF RESHORING
<br />4. IMMEDIATELY AFTER ALL RESHORING HAS BEEN REMOVED FROM ABOVE AND BELOW THE SLAB
<br />C. PROVIDE ELEVATION SURVEYS AT ADDITIONAL FLOORS BASED ON THE DESIGN TEAM’S
<br />EVALUATION OF THE INITIAL SURVEY RESULTS.
<br />D. FOR EACH SURVEY PROVIDE MEASUREMENTS AT THE FOLLOWING POINTS:
<br />1. EACH COLUMN
<br />2. EACH WALL AT INTERSECTION WITH COLUMN LINES
<br />3. EACH POINT DESIGNATED BY DRAWINGS WITH A CAMBER
<br />4. ALONG THE PERIMETER, MIDSPAN OF EACH BAY
<br />5. ALONG THE GRID LINES, MIDSPAN OF EACH BAY
<br />6. CENTER OF EACH BAY
<br />E. BASED ON THE REVIEW OF SURVEY RESULTS, THE SER MAY MODIFY DESIGN CAMBER
<br />VALUES AND/OR COMMENT ON CONSTRUCTION METHODS (RESHORING, SEQUENCING, ETC.)
<br />INSPECTION AFTER BOLTING
<br />INSPECTION TASKS AFTER BOLTING QUALITY
<br />CONTROL
<br />QUALITY
<br />ASSURANCE
<br />DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P
<br />REFERENCE AISC 360-16 TABLE N5.6-3
<br />O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE
<br />INSPECTIONS.
<br />P - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION
<br />REQUIRED VERIFICATION OF STEEL CONSTRUCTION
<br />OTHER THAN STRUCTURAL STEEL
<br />VERIFICATION AND INSPECTION TASK CONTINUOUS
<br />1.MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK:
<br />PERIODIC
<br />2.
<br />A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM
<br />STANDARDS SPECIFIED IN THE APPROVED
<br />CONSTRUCTION DOCUMENTS
<br />1.
<br />B.MANUFACTURER'S CERTIFIED TEST REPORTS
<br />REFERENCED
<br />STANDARD
<br />APPLICABLE
<br />ASTM
<br />MATERIAL
<br />STANDARDS
<br />— X
<br />— X
<br />A.
<br />FLOOR AND ROOF DECK WELDS
<br />COLD-FORMED STEEL DECK:
<br />B. REINFORCING STEEL:
<br />1.VERIFICATION OF WELDABILITY OF
<br />REINFORCING STEEL OTHER THAN ASTM A706
<br />2.REINFORCING STEEL RESISTING FLEXURAL AND
<br />AXIAL FORCES IN INTERMEDIATE AND SPECIAL
<br />MOMENT FRAMES, AND BOUNDARY ELEMENTS
<br />OF SPECIAL STRUCTURAL WALLS OF CONCRETE
<br />AND SHEAR REINFORCEMENT
<br />3.SHEAR REINFORCEMENT
<br />4.OTHER REINFORCING STEEL
<br />AWS D1.3
<br />AWS D1.4,
<br />ACI 318:
<br />CBC SECTION
<br />3.5.2
<br />— X
<br />— X
<br />— X
<br />—X
<br />—X
<br />INSPECTION OF WELDING:
<br />STRUCTURAL OBSERVATION LIST
<br />OBSERVATION TASK FLOOR
<br />1 SITE WORK AND EXCAVATION IN PREPARATION FOR REBAR PLACEMENT P01
<br />ELEVATOR PIT REINFORCEMENT
<br />P013
<br />P014
<br />P01 CORE, SHEAR WALL AND COLUMNS P015
<br />L16
<br />L1 SLAB (MILD REINFORCED)L1
<br />SO_STRUCTURAL OBSERVATION
<br />SO-1)THE FOLLOWING LIST INDICATES THE SPECIFIC STRUCTURAL OBSERVATION ITEMS
<br />THAT WILL BE OBSERVED ON-SITE:
<br />7
<br />L18
<br />L2 SLAB (POST-TENSIONED)L29
<br />L610
<br />11
<br />12
<br />2 P01
<br />FOUNDATION MAT POURS
<br />P01 BASEMENT WALL LIFT
<br />CONTINUOUS FOOTING AND SPREAD FOOTING REINFORCEMENT
<br />L1 CORE, SHEAR WALL AND COLUMNS
<br />L6 SLAB (POST-TENSIONED)
<br />L6+ SLAB (POST-TENSIONED)
<br />L7
<br />SO-2)GENERAL CONTRACTOR SHALL NOTIFY SEOR OF PROJECT MILESTONES IN WRITING A
<br />MINIMUM OF 72 HOURS PRIOR TO CONCRETE PLACEMENT TO COORDINATE A STRUCTURAL SITE
<br />OBSERVATION.
<br />L6+
<br />L7 SLAB (POST-TENSIONED & MILD REINFORCED)
<br />13
<br />14
<br />L8 (POST-TENSIONED)
<br />L8 CORE AND COLUMNS
<br />L15
<br />ROOF
<br />15 L15 SLAB (POST-TENSIONED)
<br />16 ROOF SLAB (POST-TENSIONED)
<br />L8
<br />L8
<br />C
<br />REQUIRED VERIFICATION AND INSPECTION OF SPRAY
<br />FIRE-RESISTANT MATERIALS
<br />VERIFICATION AND INSPECTION TASK CONTINUOUS
<br />STRUCTURAL MEMBER SURFACE CONDITIONS
<br />PERIODIC REFERENCED
<br />STANDARD
<br />— X
<br />— X
<br />SUBSTRATE AMBIENT TEMPERATURE BEFORE
<br />AND AFTER APPLICATION
<br />THICKNESS OF SPRAYED FIRE-RESISTANT
<br />MATERIALS APPLIED TO FLOOR, ROOF AND WALL
<br />ASSEMBLIES, CELLULAR DECKS, FLUTED DECKS,
<br />STRUCTURAL MEMBERS, BEAMS AND GIRDERS,
<br />JOISTS AND TRUSSES, WIDE-FLANGED COLUMNS,
<br />HOSSOW STRUCTURAL SECTION AND PIPES
<br />DENSITY OF SPRAYED FIRE-RESISTANT MATERIAL
<br />BOND STRENGTH
<br />CBC
<br />REFERENCE
<br />—X
<br />—X
<br />—X
<br />—
<br />—
<br />—
<br />ASTM E605
<br />ASTM E605
<br />1705.14.2
<br />1705.14.3
<br />1705.14.4
<br />1705.14.5
<br />1705.14.6
<br />T: F:
<br />© Gensler
<br />Date Description
<br />Project Name
<br />Project Number
<br />Description
<br />Scale
<br />Seal / Signature
<br />2021
<br />Tel 949.863.9434
<br />Fax 949-553-1676
<br />4675 MacArthur Court
<br />Suite 100
<br />Newport Beach, CA
<br />92600
<br />USA
<br />301 N. Broadway, Santa Ana, CA
<br />707 Wilshire Blvd, Suite 4450
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<br />Thornton Tomasetti, Inc.
<br />213.330.7700 213.330.7001
<br />3RD & BROADWAY -
<br />RESIDENTIAL
<br />As indicated
<br />11/19/2024 3:20:22 PM
<br />R1.S0.09
<br />SPECIAL INSPECTIONS AND
<br />STRUCTURAL TESTING
<br />S21043.00
<br />1 12.10.2021 REISSUE FOR PLAN CHECK
<br />A 06.10.2022 REISSUE FOR PLAN CHECK
<br />1/7/25
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