|
A
<br />AB
<br />TABLE 1 -- - - --
<br />REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS
<br />INSPECTION
<br />SYSTEM or MATERIAL
<br />REMARKS
<br />IBC CODE
<br />CODF or STANDARD
<br />FREQUENCY
<br />REFERENCE
<br />REFER
<br />PERIODIC
<br />SOILS
<br />TABLE
<br />GEOTECHNICAL INVESTIGATION SHALL
<br />GEOTECHNICAL INVESTIGATIONS
<br />1705.6
<br />INCLUDE ITEMS OF SPECIAL INSPECTION
<br />1803
<br />AND TESTING AS NOTED IN TABLE 5 OF
<br />THE GUIDELINES
<br />BY THE GEOTECHNICAL ENGINEER -
<br />VERIFY MATERIALS BELOW W SHALL
<br />O
<br />TABLE
<br />(PERIODIC SPECIAL INSPECTION
<br />FOUNDATIONS ARE ADEQUATE TO ACHIEVE
<br />6
<br />X (a)
<br />FREQUENCY AND TIMING TO BE DEFINED
<br />THE DESIGN BEARING CAPACITY
<br />1705.E
<br />BY THE GEOTECHNICAL ENGINEER OF
<br />---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
<br />RECORD
<br />VERIFY EXCAVATIONS ARE EXTENDED TO
<br />TABLE
<br />t
<br />PROPER DEPTH AND HAVE REACHED
<br />X
<br />MATERIAL
<br />P-ROP-
<br />1705.E
<br />-ER
<br />----- - -----------------------------------
<br />PERFORM CLASSIFICATION AND TESTING OF
<br />---- ------ -----
<br />TABLE
<br />------------------------------------------------
<br />--------------------------------------------------------------------------I
<br />TESTING OF COMPACTED FILL MATERIALS
<br />COMPACTED FILL MATERIALS
<br />1705.E
<br />X
<br />(SEE TABLE 5 ) {
<br />1803.5.1
<br />---------------------------- - --------___--------------
<br />VERIFY USE OF PROPER MATERIALS,
<br />---------- -------
<br />------__ ____-_--__---------------------
<br />-------------_-----------------------------------
<br />- ---------------------
<br />DENSITIES AND LIFT THICKNESSES DURING
<br />TABLE
<br />X
<br />BY THE GEOTECHNICAL ENGINEER
<br />PLACEMENT AND COMPACTION OF
<br />1705.6
<br />COMPACTED FILL
<br />-------------------------- _---------------------------
<br />PRIOR TO PLACEMENT OF COMPACTED FILL,
<br />OBSERVE SUBGRADE AND VERIFY THAT
<br />TABLE
<br />X
<br />SITE HAS BEEN PREPARED PROPERLY.
<br />1705E
<br />_
<br />TABLE 2
<br />REQUIRED STRUCTURAL SPECIAL. INSPECTIONS
<br />INSPECTION
<br />SYSTEM or MATERIAL
<br />REMARKS
<br />IBC BODE
<br />CODE or,'
<br />FREQUENCY
<br />REFERENCE
<br />I
<br />REFERENCE
<br />C(�NTIINLIOIJS PERIODIC
<br />FABRICATORS
<br />SPECIAL INSPECTION IS REQUIRED FOR
<br />1704.2.5
<br />X
<br />STRUCTURAL LOAD -BEARING MEMBERS
<br />AND ASSEMBLIES FABRICATED ON THE
<br />PREMISES OF A FABRICATOR'S SHOP.
<br />THE SPECIAL INSPECTOR SHALL VERIFY
<br />I
<br />THAT THE FABRICATOR MAINTAINS
<br />DETAILED FABRICATION AND QUALITY
<br />1704.2.5.1
<br />CONTROL PROCEDURES AND SHALL
<br />REVIEW FOR COMPLETENESS AND
<br />ADEQUACY RELATIVE TO THE CODE
<br />REQUIREMENT.
<br />SPECIAL INSPECTIONS REQUIRED BY
<br />SECTION 1705 ARE NOT REQUIRED WHERE
<br />THE WORK IS DONE ON THE PREMISES OF
<br />FABRICATORS
<br />A FABRICATOR REGISTERED AND
<br />APPROVED TO PERFORM SUCH WORK
<br />WITHOUT SPECIAL INSPECTION.
<br />APPROVAL SHALL BE BASED UPON
<br />REVIEW OF THE FABRICATOR'S WRITTEN
<br />PROCEDURAL AND QUALITY CONTROL
<br />MANUAL AND PERIODIC AUDITING OF
<br />1704.2.5.2
<br />FABRICATION PRACTICES BY A
<br />NATIONALLY RECOGNIZED ACCREDITING
<br />AUTHORITY, AT COMPLETION OF
<br />FABRICATION, THE APPROVED
<br />FABRICATOR SHALL SUBMIT A
<br />CERTIFICATE OF COMPLIANCE TO THE
<br />BUILDING OFFICIAL STATING THAT THE
<br />WORK WAS PERFORMED IN ACCORDANCE
<br />WITH THE APPROVED CONSTRUCTION
<br />DOCUMENTS.
<br />CONCRETE
<br />SPECIAL INSPECTIONS APPLY TO ANCHOR
<br />PRODUCT NAME, TYPE, AND DIMENSIONS,
<br />HOLE DIMENSIONS, COMPLIANCE WITH
<br />INSPECTION OF ANCHORS INSTALLED IN
<br />1909A
<br />ACI 318:
<br />DRILL BIT REQUIREMENTS, CLEANLINESS
<br />HARDENED CONCRETE
<br />TABLE 1705.3
<br />3.8.6, 8.1.3, 21.1.3
<br />OF THE HOLE AND ANCHOR, ADHESIVE
<br />EXPIRATION DATE, ANCHOR/ADHESIVE
<br />INSTALLATION, ANCHOR EMBEDMENT, AND
<br />TIGHTENING TORQUE
<br />I-- --- --- ------ -AU ---------
<br />�+. ADHESIVE ANCHORS INSTALLED IN
<br />- --
<br />-------------------------
<br />-----
<br />--------------------------------------------------------------------------
<br />HORIZONTALLY OR UPWARDLY INCLINED
<br />X
<br />ORIENTATIONS.
<br />------------------------------
<br />b. MECHANICAL ANCHORS AND ADHESIVE
<br />----------------
<br />- ----------
<br />----------------------------------------
<br />X
<br />--------
<br />ANCHORS NOT DEFINED IN (a)
<br />ACI 318-11
<br />SECTION D
<br />VERIFYING ADHESIVE ANCHOR INSTALLER
<br />9.22 2..
<br />X
<br />COPY OF ACl/CRSI ADHESIVE ANCHOR
<br />CERTIFICATIONS
<br />AC1 318-14
<br />CERTIFICATION CARDS
<br />SECTION
<br />17.8.2.2
<br />----------------------------------------------
<br />-------------------
<br />--------------------- - ----
<br />-------------------
<br />------------------------------
<br />------------------------------------------
<br />TOLERANCES AND REINFORCING
<br />1705.3
<br />PLACEMENT PER ACI 7.5; SPACING LIMITS
<br />REINFORCING STEEL AND PRESTRESSING
<br />1910.4
<br />ACI 318: 3.5
<br />X
<br />FOR REINFORCING AC! 7.6
<br />TENDON PLACEMENT
<br />1901.3,2
<br />AC1318: 7.1-7.7
<br />PROTECTION OF REINFORCEMENT PER
<br />ACI 7.7
<br />---------------------------------------------------- ---
<br />-------------------
<br />---------------------------
<br />--------------------
<br />------------------------------------
<br />-----------------------------------
<br />REFER TO STEEL FOR WELDING
<br />WELDING REINFORCING STEEL
<br />1705.221.2
<br />ACI 318: 3.5.2
<br />X
<br />REQUIREMENTS
<br />1 90
<br />`3.1
<br />AWS DIA
<br />A .4
<br />TABLE ITEM 2b
<br />- 1705� ---
<br />a. VERIFICATION OF WELDABILITY OF
<br />TABLE
<br />AWS D1.4
<br />REINFORCING STEEL OTHER THAN ASTM A
<br />1705.2.2
<br />ACI 318: SECTION
<br />I
<br />X
<br />706
<br />__ - ------------------------------------------1- --------
<br />----------------
<br />- -3.5.2
<br />----------------
<br />--
<br />TABLE
<br />AWS D1.4
<br />b. SHEAR REINFORCEMENT
<br />ACI 318: SECTION
<br />X
<br />1705.2.2
<br />3.5.2
<br />------------------------------
<br />_-------------------------------------------
<br />------------------------------------------ - ---------- -
<br />----_--------------
<br />TABLE
<br />-------------------------
<br />AWS DIA
<br />---------------------
<br />c. OTHER REINFORCING STEEL
<br />ACI 318: SECTION
<br />X
<br />----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
<br />1705.2.2
<br />3.5.2
<br />TABLE
<br />AC1318:1.3.2.0
<br />PLACEMENT OF BOLTS INSTALLED IN
<br />1705.3
<br />AC1318: 8.1.3
<br />X
<br />ALL BOLTS VISUALLY INSPECTED
<br />CONCRETE
<br />1908.5
<br />ACI 318: 21.1.8
<br />1909.1
<br />ACI 318 - APPENDIX D
<br />-------------------------------- -
<br />TABLE
<br />1705.3
<br />VERIFYING USE OF REQUIRED MIX
<br />1904
<br />ACI 318: CHAPTER 4
<br />X
<br />DESIGN(S)
<br />1904.2
<br />( ACI 318:5.2-5A
<br />1910.2
<br />1910.3
<br />CONCRETE PLACEMENT
<br />TABLE
<br />ACI 318: 1 3.2.D
<br />X
<br />----------------------------
<br />1705.3
<br />ACI 318: 5.0 - 5.10
<br />------
<br />-------------------------------------------------------
<br />-------------------
<br />TABL E
<br />SHOTCRETE PLACEMENT
<br />1705.3
<br />X
<br />1910.6-8
<br />-----------------------------------------------------
<br />---------------- --
<br />TABLE
<br />---------------------------
<br />CONCRETE/SHOTCRETE CURING
<br />1705.3
<br />ACI 318: 5A1-5A3
<br />X
<br />1910.9.1_3
<br />------------------------
<br />---------------------------------------
<br />------------ ---------------------- -------------------
<br />----------------
<br />--- ----- ---------------
<br />-------------------
<br />SPECIAL INSPECTIONS APPLY TO SHAPE,
<br />VERIFICATION OF FORMWORK
<br />TABLE
<br />ACI 318: 6.1.1
<br />X
<br />LOCATION AND DIMENSIONS OF THE
<br />1705.3
<br />CONCRETE MEMBER BEING FORMED
<br />STEEL
<br />REFER TO INSPECTION OF FABRICATOR
<br />REQUIREMENTS
<br />ABRICATION OF STRUCTURAL ELEMENTS 1 1704.2.5.2 } AISC 360 N2 I I X
<br />I
<br />APPROVAL BASED ON NATIONALLY
<br />RECOGNIZED ACCREDITING AUTHORITY
<br />AISC 360 A3.3
<br />AISC 360 N 3.2
<br />MATERIAL VERIFICATION OF HIGH-
<br />ASTM STANDARDS
<br />MANUFACTURER'S CERTIFIED TEST
<br />STRENGTH BOLTS, NUTS, AND WASHERS
<br />SPECIFIED IN
<br />X
<br />REPORTS
<br />CONSTRUCTION
<br />DOCUMENTS
<br />RCSC 2.1
<br />SNUG-TIGHT JOINT HIGH -STRENGTH BOLT
<br />---
<br />i
<br />-------------------
<br />---------------------
<br />--------------------------------------------------
<br />ALL CONNECTIONS INSPECTED AND
<br />INSTALLATION
<br />1705.2.1.1
<br />(
<br />X
<br />VERIFIED SNUG
<br />PRETENSIONED AND SLIP -CRITICAL JOINT
<br />RCSC SPECIFICATION
<br />ALL CONNECTIONS INSPECTED.
<br />HIGH -STRENGTH BOLT INSTALLATION USING
<br />I FOR STRUCTURAL
<br />C
<br />CONNECTIONS USING DIRECT TENSION
<br />TURN -OF -THE -NUT METHOD WITH MATCH
<br />1705.2.1.1
<br />JOINTS USING ASTM
<br />X
<br />INDICATORS, ALL BOLTS SHALL BE
<br />- E
<br />DIRECT
<br />TWIST OFF BOLT OR DIR C MARKING,
<br />A325 OR A490 BOLTS
<br />- G
<br />R SNUGGING 1N.� AND AFTER
<br />INSPECTED AFTER S U G
<br />TENSION INDICATOR METHOD
<br />----------------------------------------------------------
<br />------------ ----
<br />SECTION 9
<br />--------------------
<br />----------------------------------------------------------
<br />PRETENSIONING
<br />--- -
<br />PRETENSIONED AND SLIP -CRITICAL JOINT
<br />HIGH -STRENGTH BOLT INSTALLATION USING
<br />AISC 360, SECTION
<br />TURN -OF -THE -NUT METHOD WITHOUT
<br />1705.2.1.1
<br />M2.5
<br />X
<br />ALL CONNECTIONS INSPECTED
<br />MATCH MARKING OR CALIBRATED WRENCH
<br />METHOD
<br />- -- - -- - - - -- - -
<br />- - -
<br />------ -----------
<br />-------------------�--
<br />-------------------
<br />----------------------------- ---------------
<br />ASTM A6
<br />ASTM STANDARDS
<br />{
<br />1705.2.1
<br />SPECIFIED IN
<br />MATERIAL VERIFICATION OF STRUCTURAL
<br />2203.1
<br />CONSTRUCTION
<br />X
<br />CERTIFIED MILL TEST REPORTS
<br />STEEL
<br />TABLE 1705.2
<br />DOCUMENTS
<br />AISC 360 N3.2
<br />AISC 360 A3.1
<br />AISC 360 M5.5
<br />TABLE 2 {CONTINU
<br />ID}
<br />REQUIRED STRUCTURAL SPECIAL INSPECTIONS
<br />SYSTEM or MATERIALi !FREQUENCY REMARKS
<br />Min A G REFERENCE r _,
<br />STEEL (CONTINUED)
<br />FOR OTHER STEEL, IDENTIFICATION
<br />!
<br />APPLICABLE ASTM
<br />MARKINGS TO CONFORM TO ASTM
<br />X
<br />MANUFACTURER'S CERTIFIED TEST
<br />STANDARDS SPECIFIED IN THE APPROVED
<br />TABLE 1705.2
<br />MATERIAL
<br />REPORTS
<br />CONSTRUCTION DOCUMENTS
<br />- - - -- -
<br />- - - -
<br />STANDARDS
<br />-
<br />- - - - -
<br />- -
<br />-
<br />- --- --- -----
<br />AISC 360 N3.2
<br />-
<br />MATERIAL VERIFICATION OF WELD FILLER
<br />AISC 360 A3.5
<br />X
<br />MANUFACTURER'S CERTIFICATE OF
<br />METALS
<br />TABLE 1705.2
<br />APPLICABLE AWS A5
<br />COMPLIANCE
<br />DOCUMENTS
<br />------------------------------------------------
<br />I INT
<br />COMPLETE AND PARTIAL JOINT
<br />-------
<br />AWS D1.1
<br />1 I E L WE VISUALLY INSPECTEDP
<br />A L �DS ISR
<br />PENETRATION GROOVE WELDS
<br />TABLE 1705.2
<br />SECTION 6
<br />X
<br />AWS D1,1-C_9
<br />- - - - - --
<br />- -
<br />T---------- - -
<br />AWS D1.1
<br />- -- -
<br />- -
<br />- ___
<br />ALL WELDS VISUALLY INSPECTED PER
<br />MULTIPASS FILLET WELDS
<br />TABLE 1705.2
<br />SECTION 6
<br />X
<br />AWS D1.1 6.9
<br />----------------_--------------------------------------
<br />SINGLE PASS FILLET WELDS GREATER THAN
<br />------------------
<br />-------------------------------------------------
<br />AWS D1.1
<br />-----------------------------------------------
<br />----- --------------------
<br />ALL WELDS VISUALLY INSPECTED PER
<br />5/16'
<br />TABLE 1705.2
<br />X
<br />AWS D1.1 6.9
<br />PLUG AND SLOT WELDS
<br />--
<br />TALE 1705.2 1
<br />------SECTI-ON---
<br />AWS D1.1
<br />SECTION 6
<br />-------
<br />X ---
<br />ALL WELDS VISUALLY INSPECTED PER
<br />AWS _D 1:1 6.9
<br />SINGLE PASS FILLET WELDS LESS THAN OR
<br />EQUAL TO 5/16"
<br />TABLE 1705.2
<br />-- AWS D1.1
<br />SECTION 6
<br />X
<br />-------------------------------------
<br />ALL WELDS VISUALLY INSPECTED PER
<br />AWS D1.1 6.9
<br />---------- -----------
<br />FLOOR AND ROOF DECK WELDS
<br />- -
<br />TABLE 1705.2 (
<br />---------------------------
<br />AWS D1.3
<br />-------------------
<br />X
<br />-----------
<br />ALL WELDS INSPECTED PER AWS D1.3 7.1
<br />SECTION 7
<br />--------------------------------------------------------
<br />MATERIAL VERIFICATION OF REINFORCING
<br />-------------------j------------------------------
<br />TABLE 1705.2
<br />ACI 318: 3.5.2
<br />-------------------
<br />-------------------------------------------------------------------------
<br />X
<br />CERTIFIED MILL TEST REPORTS
<br />STEELFORWELDING
<br />1705.2.212
<br />AWSD14
<br />WELDING REINFORCING STEEL IN SHEAR
<br />TABLE 1705.2
<br />ACI 318: 3.5.2
<br />ALL WELDS VISUALLY INSPECTED PER
<br />WALL BOUNDARY ELEMENTS
<br />1705.2.2.1.2
<br />AWS D1.4
<br />X
<br />AWS D1.4.7,5
<br />WELDING SHEAR REINFORCEMENT
<br />TABLE 1705.2
<br />ACI 318: 3.5.2
<br />X
<br />ALL WELDS VISUALLY INSPECTED PER
<br />1705.2.2.1.2
<br />AWS D 1.4
<br />- --
<br />AWS D 1.4.7.5
<br />-
<br />----- ------ ------ --------------------- -
<br />WELDING REINFORCING EXCEPT AS NOTED
<br />- -
<br />TABLE 1705.2
<br />- - - - -- -
<br />ACI318: 3.5.2
<br />- -
<br />1
<br />-
<br />X
<br />- -
<br />OTHERWISE
<br />1705.2.2A,2
<br />AWS D1.4
<br />- -
<br />----------------------------------------------------------------------------
<br />VERIFICATION OF FRAME JOINT DETAILS
<br />----------------------------
<br />-------- -
<br />-
<br />INCLUDING MEMBER AND COMPONENT
<br />TABLE 1705.2
<br />AISC 360 N5.7
<br />X a
<br />LOCATIONS, BRACING, AND STIFFENERS
<br />----------------------------------------------------
<br />-------------------
<br />- ---------------------------
<br />-
<br />_____ ___-- _
<br />AISC 300 N3.2
<br />�____________________
<br />AISC 360 A3.4
<br />MATERIAL VERIFICATION OF ANCHOR BOLTS
<br />ASTM STANDARDS
<br />X
<br />MANUFACTURER'S CERTIFIED TEST
<br />AND THREADED RODS
<br />SPECIFIED IN
<br />REPORTS
<br />CONSTRUCTION
<br />DOCUMENTS
<br />COPY OF WELDING PROCEDURE
<br />VERIFYING USE OF PROPER WPS'S
<br />AISC 360 N3.2
<br />SPECIFICATIONS
<br />VERIFYING WELDER AND WELDING
<br />1705.2.2.1
<br />X
<br />COPY OF QUALIFICATION CARDS
<br />INSPECTOR QUALIFICATIONS
<br />-------------------
<br />-
<br />-------------------------------------------------------
<br />INSTALLATION OF COMPOSITE SLAB
<br />----------------------- -
<br />ICC EVALUATION
<br />-
<br />X
<br />SPECIAL INSPECTIONS APPLY TO DECKING
<br />DECKING
<br />1705.1.1
<br />REPORT
<br />I
<br />TYPE, DEPTH, GAGE, AND FASTENING
<br />ASCE 9 CHAPTER 3
<br />-
<br />SPECIAL INSPECTIONS APPLY TO DECKING
<br />TYPE, DEPTH AND GAGE, POWER
<br />I DECKING
<br />INSTALLATION OF ROOF} CK NG
<br />705.1
<br />1 1
<br />ICC EVALUATION
<br />X
<br />ACTUATED FASTENERS, SCREWS,
<br />REPORT
<br />PROPRIETARY SIDE SEAM ATTACHMENTS,
<br />BUTTON PUNCHES AND SHEAR
<br />CONNECTORS
<br />------------------------------------------
<br />WELDING STUDS EXCEPT AS NOTED
<br />--------- - -
<br />X
<br />CONTINUOUS INSPECTION IS NOT
<br />�+ V
<br />OTHERWISE
<br />AISC 360 N6
<br />-
<br />- -
<br />REQUIRED WHEN WELDS INSTALLED WITH
<br />--------------------------------- --------------------
<br />WELIDING STUDS IN STRUCTURAL
<br />AWS D1.1 SECTION 7
<br />- -----------------
<br />X
<br />AN AUTOMATICALLY TIMED STUD WELDING
<br />DIAPHRAGMS
<br />MACHINE PER SECTION 7 OF AWS D1.1
<br />(ONLY PERIODIC), 1705.2 (3)
<br />ALL WELDS VISUALLY INSPECTED PER
<br />- - --- - - - - - -- -
<br />- - - - - - --
<br />- - - - --
<br />F-----------------
<br />----------------- AWS1_.1.7-31 -----------------
<br />ALL WELDS VISUALLY INSPECTED PER
<br />WELDIN STAIR AND RAILING SYSTEMS
<br />G
<br />1705.2 2,5
<br />( )
<br />AWS D1.1 SE TION 6
<br />C
<br />X
<br />AWS _D 1.1 6.9
<br />PROPRIETARY MOMENT RESISTING FRAME
<br />1705.1.1
<br />REFER TO
<br />WELDING AND
<br />HIGH STRENGTH
<br />BOLTING REQUIREMENTS (b)
<br />CONNECTION SYSTEMS
<br />COLD -FORDED STEEL
<br />FRAMING
<br />Y
<br />MANUFACTURER'S CERTIFIED TEST
<br />MATERIAL VERIFICATION OF WELD FILLER
<br />METALS
<br />REPORTS
<br />------_
<br />AWSD1SECTION 7
<br />------- ---------------------------------
<br />VERIFYING USE OF PROPER WPS S
<br />%<
<br />COPY OF WELDING PROCEDURE
<br />SPECIFICATIONS
<br />------------------------------------
<br />COLD -FORMED STEEL ROOF AND FLOOR
<br />1705.2.2.1.1
<br />AWS D1.3
<br />X
<br />WELDING INSPECTION AND INSPECTOR
<br />DECKS -----------
<br />-
<br />-- -
<br />-----
<br />- --
<br />QUALIFICATION
<br />-- - - - --- - ---------
<br />-------------------------
<br />WELDER AND WELDING
<br />VERIFYING-
<br />1705.2 2,1
<br />- - - -----
<br />X
<br />COPY OF QUALIFICATION CARDS
<br />INSPECTOR QUALIFICATIONS
<br />WELDED FRAMING CONNECTIONS
<br />1705.2.2.1
<br />I AWS D1.3 SECTION 7
<br />X
<br />ALL WELDS VISUALLY INSPECTED PER
<br />1
<br />AWS D1.3 7.1
<br />-------------------------------------------------------
<br />INSPECTION OF ANCHORS INSTALLED IN
<br />-------------- -
<br />1908.5
<br />ICC EVALUATION
<br />HARDENED CONCRETE
<br />TABLE
<br />REPORT
<br />X
<br />1705.3
<br />FABRICATION OF HIGH -LOAD DIAPHRAGMS= 1705.5.1 - - ---------------------
<br />- - - -
<br />a.
<br />VERIFY STRUCTURAL PANEL GRADE AND
<br />THICKNESS
<br />b. VERIFY NOMINAL SIZE OF FRAMING
<br />MEMBERS AT ADJOINING PANEL EDGES
<br />-------------------------------------------------------
<br />c. VERIFY NAIL OR STAPLE DIAMETER AND
<br />LENGTH, NUMBER OF ,
<br />SPACING BETWEEN STENERS IN EACH
<br />LINE AND T DMARGINS�
<br />TABLE X
<br />2306.2 (2j
<br />-----------------------------------------------------------
<br />----------------- ----------------------------------------
<br />1705.5.1
<br />TABLE X
<br />2306.2 (2} - -
<br />1705.5A I
<br />111111HOM011111111
<br />X
<br />TABLEE
<br />REQUIRED TESTING FOR SPECIAL INSPECTIONS
<br />TESTINNG
<br />SYSTEM or MATERIAL
<br />IBC CODE
<br />CODE or STANDARD
<br />FREQUENCY
<br />REMARKS
<br />REFERENCE
<br />REFERENCE
<br />CONTINUOUS
<br />PERIODIC
<br />GEOTECHNICAL
<br />GEOTECHNICAL ENGINEER TO
<br />PERFORM TESTING OF COMPACTED FILL
<br />1803
<br />TESTING PER GEOTECHNICAL REPORT
<br />(MATERIALS
<br />FILL IN -PLACE DENSITY OR PREPARED
<br />X
<br />BY THE GEOTECHNICAL ENGINEER
<br />SUBGRADE DENSITY
<br />NCI--
<br />--- --- ------- -------------------------
<br />------------------------------------------------
<br />VARIES;
<br />--------------------
<br />----------------------
<br />1705.6
<br />CLASSIFICATION AND
<br />MATERIAL VERIFICATION
<br />TESTING OF
<br />X
<br />BY THE GEOTECHNICAL ENGINEER
<br />CONTROLLED FILL
<br />MATERIALS
<br />CONCRETE
<br />AT THE TIME FRESH CONCRETE IS
<br />FABRICATE SPECIMENS AT TIME FRESH
<br />SAMPLED TO FABRICATE SPECIMENS
<br />CONCRETE IS PLACED
<br />FOR STRENGTH TESTS, PERFORM
<br />TABLE
<br />ASTM C 172
<br />SLUMP AND AIR CONTENT TESTS, AND
<br />1705.3
<br />ASTM C 31
<br />X
<br />ONCE EACH DAY FOR A GIVEN CLASS OF
<br />DETERMINE THE TEMPERATURE OF THE
<br />ACI 318: 5.6, 5.8
<br />CONCRETE, OR LESS THAN ONCE FOR
<br />CONCRETE
<br />EACH 75 YARDS OF CONCRETE, OR LESS
<br />THAN ONCE FOR EACH 2,000 FT2 OF
<br />--------------------------------------------------
<br />------------------
<br />---------------------------
<br />-------------------
<br />----- --
<br />SURFACE AREA FOR SLABS/WALLS. ONCE
<br />EACH SHIFT FROM IN -PLACE WORK OR
<br />FROM TEST PANEL AND MINIMUM ONE
<br />CONCRETE STRENGTH
<br />TABLE
<br />ASTM C39
<br />X
<br />SPECIMEN FOR EACH 50 CUBIC YARDS.
<br />1705,3
<br />"PREC(ONSTRUCTION TESTS AS REQUIRED
<br />PER THE BUILDING OFFICIAL."
<br />------------------------------------------------
<br />COINCRET SLUMP
<br />------------- ---
<br />--------------------
<br />ASTM-C143
<br />-------------
<br />X
<br />---------
<br />--------------------------------------------------
<br />CONCRETE AIR ENT
<br />TABLE
<br />ASTM C231
<br />X
<br />- - - -C--ONT----- ----
<br />----- - ---
<br />---- - ------
<br />- -------- ---------------
<br />--
<br />CONCRETE TEMPERATURE
<br />ASTM C1064
<br />X
<br />- - - - - - -------------------
<br />-------------------
<br />-- ------
<br />--------- --- ----
<br />----
<br />IIBC 1910.10: SPECIMENS SHALL BETAKEN
<br />FROM THE IN -PLACE OR FROM TEST
<br />HOTCRETE STRENGTH
<br />1910.10
<br />ASTM C42
<br />X
<br />PANELS, AND SHALL BE TAKEN AT LEAST
<br />I
<br />ONCE EACH SHIFT, BUT NOT LESS THAN
<br />ONE FOR EACH 50 CUBIC YARDS OF
<br />SHOTCRETE
<br />STEEL
<br />MAGNETIC PARTICLE MT AND
<br />MT - AWS D1.1 6.14.4
<br />ULTRASONIC (UT) TESTING OF WELDS
<br />1705.2.2
<br />UT - AWS D1.1 6.13
<br />PER DRAWINGS
<br />AND 6.14.3
<br />PRE -CONSTRUCTION TESTING OF
<br />EACH SIZE AND TYPE OF STUD
<br />THIS TESTING PERFORMED BY
<br />WELDING STUDS
<br />170.2.2
<br />AWS D1.1 7.7.1
<br />EACH SHIFT
<br />CONTRACTOR AND CONFIRMED BY
<br />SPECIAL INSPECTOR.
<br />-----------
<br />NON-PREQUALIFIED
<br />---------------------- -
<br />THIS TESTING PERFORMED BY
<br />STUD APPLICATION QUALIFICATION
<br />1705.2.2
<br />AWS D1.1 7.6
<br />APPLICATIONS
<br />CONTRACTOR AND CONFIRMED BY
<br />--------------------------------------------------
<br />SPECIAL INSPECTOR.
<br />RCSC SPECIFICATION
<br />EACH COMBINATION OF
<br />PRE -INSTALLATION VERIFICATION OF
<br />1705.2.2
<br />FOR STRUCTURAL
<br />JOINTS USING ASTM
<br />DIAMETER, LENGTH, GRADE,
<br />PRETENSIONED HIGH STRENGTH BOLTS
<br />A325 OR A490 BOLTS
<br />AND LOT TO BE USED IN THE
<br />_---
<br />-
<br />SECTION 7
<br />WORK
<br />---
<br />-
<br />TABLE 7
<br />REQUIRED TESTING FOR SEISMIC RESISTANCE SPECIAL INSPECTIONS
<br />TESTING
<br />- -
<br />SYSTEM or MATERIAL
<br />IBC CODE CODE or STANDARD FREQUENCY REMARKS
<br />REFERENCE REFERENCE CONTINUOUS PERIODIC -
<br />CONCRETE REINFORCEMENT
<br />TESTA615 REINFORCEMENT USED TO
<br />RESIST EARTHQUAKE INDUCED LOAD IN
<br />SPECIAL MOMENT FRAMES, SPECIAL
<br />STRUCTURAL WALLS, AND END
<br />1705.12.1
<br />ACI 318: 21.1.5,2
<br />X (b}
<br />X (a)
<br />NOT REQUIRED WHEN CERTIFIED MILL
<br />COUPLING BEAMS CONNECTING
<br />TEST REPORTS ARE PROVIDED
<br />STRUCTURAL WALLS IN STRUCTURE
<br />ASSIGNED TO SEISMIC DESIGN
<br />CATEGORY B, C, D, E AND F
<br />----------------------------------------------------------------------
<br />TESTA615 REINFORCEMENT FOR
<br />---------------------------
<br />--- ------
<br />-------------------
<br />WELDABIL ITY WHEN SUCH
<br />1705A2.1
<br />ACI 318: 3.5.2
<br />X (a)
<br />REINFORCEMENT IS TO BE WELDED
<br />STEEL
<br />UT OF BASE METAL THICKER THAN 1-1/2
<br />AISC 341 J6.2c
<br />BEHIND AND ADJACENT TO
<br />SUBJECT TO THROUGH -THICKNESS
<br />1705,12.2
<br />AWS D1.8
<br />FUSION LINE OF EACH WELD
<br />WELD SHRINKAGE STRAINS
<br />AWS D1.1
<br />m T OF K-AREA OF ROLLED WIDE FLANGE
<br />AISC 341 J6.2a
<br />- -
<br />COLUMN WEBS ADJACENT TO
<br />1705.12.2
<br />AWS D1.8
<br />EACH PLATE LOCATION
<br />DOUBLER/CONTINUITY/STIFFENER
<br />AWS DIA
<br />IBC 1705.11.1 AND 1705.12.2 REQUIRE
<br />WELDS
<br />-PLATE
<br />- - -----------------------------------
<br />MAGNETIC PARTICLE (MT) AND
<br />-------------------
<br />--------------------- ------
<br />-------- ----
<br />SPECIAL INSPECTIONS AND RELATED
<br />ULTRASONIC (UT) TESTING OF
<br />AISC 341 J6.2b
<br />UT 100% OF WELDS
<br />TESTING FOR STRUCTURAL STEEL FOR
<br />COMPLETE JOINT PENETRATION
<br />1705.12.2
<br />AWS D1.6
<br />MT 25% OF WELDS
<br />THE SEISMIC FORCE RESISTING SYSTEM
<br />GROOVE (CJP) WELDS IN MATERIALS
<br />AWS D1.1
<br />REFER TO DRAWINGS FOR
<br />TO COMPLY WITH THE REQUIREMENTS OF
<br />5/16" THICK AND GREATER
<br />LOCATIONS
<br />AISC 341. THE REGISTERED DESIGN
<br />--------------------------------------------------
<br />------------------
<br />---------------------- ----
<br />-------------------------------- - ---
<br />PROFESSIONAL IN RESPONSIBLE CHARGE
<br />PT OR MT OF THERMALLY CUT
<br />SPECIFIES THE QA PLAN WHICH SHOULD
<br />SURFACES OF BEAM COPES AND
<br />BE PROVIDED TO THE CONTRACTOR AS
<br />ACCESS HOLES AT WELDED SPLICES
<br />AISC 341 J6.2d
<br />PART OF THE BID DOCUMENTS AND
<br />AND CONNECTIONS WHEN THE FLANGE
<br />1705.122
<br />AWS D1.3
<br />EACH LOCATION
<br />SHOULD BE CLEARLY IDENTIFIED AS SUCH.
<br />THICKNESS EXCEEDS 1 1/2" FOR ROLLED
<br />AWS D1.1
<br />AISC RECOMMENDS THAT AISC 341
<br />SHAPES OR THE WEB THICKNESS
<br />CHAPTER J, "QUALITY CONTROL AND
<br />EXCEEDS 1 1/2" FOR BUILT-UP SHAPES
<br />QUALITY ASSURANCE" BE ADOPTED. AISC
<br />----------------------------------------- ---
<br />------------------
<br />---------------------------
<br />---------------------------------------
<br />NTARY WHICH WILL
<br />341(NC-UDES COMMENTARY
<br />MT OF THE WELD AND ADJACENT AREA
<br />BE HELPFUL TO ENGINEERS Y E INFERS SPECIFYING
<br />IN A REDUCED BEAM SECTION (RBS)
<br />AISC 341 J6.2e
<br />PROJECT QA PLANS.
<br />PLASTIC HINGE REGION REPAIRED BY
<br />1705.12.2
<br />AWS D1.8
<br />EACH LOCATION
<br />WELDING OR BY GRINDING OF SHARP
<br />AWS D1.1
<br />NOTCHES
<br />MT OF THE ENDS OF FLANGE WELDS
<br />AISC 341 J6.2F
<br />EACH TESTED CJP WELD
<br />FROM WHICH WELD TABS HAVE BEEN
<br />1705.12.2
<br />AWS D1.8
<br />LOCATION
<br />REMOVED
<br />AWS DIA
<br />�I r�E
<br />,V,t��v.:
<br />Otak Architects, Inc.
<br />808 SW Third Avenue, Ste 800
<br />Portland, OR 97204
<br />503.287.6825
<br />www.otak.com
<br />Ujq
<br />Y
<br />� W.
<br />�4 §
<br />N.
<br />✓
<br />, -
<br />*.$ e`j""
<br />1'
<br />STAMP
<br />FROELICH
<br />ENGiNr E:RS7
<br />17700 SW Upper Boones Ferry Rd.
<br />Suite #115
<br />Portland, Oregon 97224
<br />Office: (503) 624-7005
<br />Portland, OR. I Bend, OR. I Denver, CO.
<br />Froe lich-enain€;ers.corr ( FEm 19-T172
<br />CONSULTANT
<br />WC
<br />TITLE
<br /># DATE DESCRIPTION
<br />B 5/20/2020 PERMIT REVIEW 1
<br />C 5/20/2020 PLAN REVISIONS
<br />REVISIONS
<br />Author Checker
<br />DRAWN BY CHECK BY
<br />100% ISSUE SET/BID SET
<br />STATUS
<br />04/17/2020
<br />DATE
<br />328801
<br />PROJECT NUMBER
<br />SOmO3
<br />OTAK, INC.
<br />L If this drawing is not 24"x 36", it has been
<br />reduced/enlarged. Scale accordingly.
<br />
|