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<br /> 2015 IBC COLD-FORMED (STEEL LIGHT GAGE CONSTRUCTION) 2015 IBC REQUIRED SPECIAL INSPECTION & TEST OF OF STEEL CONSTRUCTION 2015 IBC LEVEL B REQUIRED VERIFICATION & INSPECTION OF MASONRY CONSTRUCTION �
<br /> REFRENCED VERIFICATION AND INSPECTION corv-riNuous PERIODIC REFERENCED
<br /> TYPE CONTINUOUS PERIODIC STANDARD M I N I M UM TESTS
<br /> STANDARD
<br /> 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX(VSI)AS DELIVERED TO THE PROJECT SITE Z 0
<br /> 1. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 B.1.b.3 FOR SELF CONSOLIDATING GROUT O
<br /> a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS AISC 360, SECTION A3.3 ° .N
<br /> a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS _____ X APPLICABLE ASTM SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. ""-"' X AND APPLICABLE ASTM VERIFICATION OF fmAND f',�.�IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICLLY Z >
<br /> SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS MATERIAL STANDARDS EXEMPTED BY THIS CODE - �
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<br /> b. MANUFACTURER'S CERTIFIED TEST REPORTS. ----- X b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED ----- X ���-- M I N(M U M S P EC IAL I N S P ECT(O N
<br /> 2. INSPECTION OF WELDING: O
<br /> 2. INSPECTION OF HIGH-STRENGTH BOLTING:
<br /> FREQUENCY e REFERENCE FOR CRITERIA
<br /> a. COLD-FORMED STEEI DECK:
<br /> INSPECTION TASK �
<br /> 1.) FLOOR AND ROOF DECK WELDS. ----- X AWS D1.3
<br /> a. SNUG-TIGHT JOINTS. ----- X AISC 360, SECTION M2.5, N5 CONTINUOUS PERIODIC TMS 402/ACI 530/ TMS 602/ACI 530.1/ �
<br /> TABLE N5.6-1 ASCE 5 ASCE 6
<br /> b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TABLE N5.6-2 � '
<br /> b. SCREW SIZE &SPACING, BOLTING ANCHORING AND OTHER X TABLE N5.6-3 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS ----- X ----- ART. 1.5 O �
<br /> FASTENING OF ELEMENTS OF THE SEISMfC FOR RESISTING TURN-OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR ----- �
<br /> X I.B.C. 170512.3 AISC 341, SECTION J7 TABLE � `1
<br /> SYSTEMS INCLUDING DIAPHRAM, SHEARWALLS, BRACES, DIRECT TENSION INDICATOR METHODS OF INSTALLATION. J7 � 3 V ,� �
<br /> 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE _
<br /> COLLECTORS (DRAG STRUTS)AND HOLD DOWNS. TABLE J7-2 N „Q � 0 � � �r '�'
<br /> c. PRETENSIONED AND SLIP-CRITICAL JOINTS USING IN COMPLIANCE: o = L, � � �o p
<br /> TURN-OF-NUT WITHOUT MATCHMARKING OR X ----- TABLE J7-3 � .O � � � U � �
<br /> CALIBRATED WRENCH METHODS OF TESTING. a. PROPORTIONS OF SITE-PREPARED MORTAR. ----- X ----- ART. 2.1, 2.6A
<br /> 2015 I BC TAB L E 1705.� 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: ___ _ __ � � co
<br /> AND COLD-FORMED STEEL DECK: b. CONSTRUCTION OF MORTAR JOINTS. X ART. 3.36 r ''
<br /> �
<br /> a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS X AISC 380, SECTION N2 c. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. ----- X ----- ART. 2.46, 2.4H �}v��� '��`� o
<br /> TO CONFORM TO AISC 360. ��'m' ` � ��,`1� �
<br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO d. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS � � � z
<br /> CONFORM TO ASTM STANDARDS SPECIFIED IN THE _____ X APPLICABLE ASTM AND ANCHORAGES. ----' X ART. 3.4, 3.6A �� � o,'" N
<br /> CONTINUOUS PERIODIC MATERIAL STANDARDS ��'rp�a,, �p� w
<br /> TYPE SPECIAL SPECIAL REFRENCED IBC APPROVED CONSTRUCTION DOCUMENTS.
<br /> INSPECTIONS INSPECTIONS STANDARDa REFRENCE e. PRESTRESSING TECHNIQUE. ----- X ----- ART. 3.6B O� \ 4Y a
<br /> 0
<br /> c. MANUFACTURERS CERTIFIED TEST REPORTS. ----- X
<br /> 1. INSPECT REINFORCEMENT STEEL, INCLUDING _____ X ACI 318 Ch. 20, 252,25.3, 1908.4 f. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY Xb X° ----- ART. 2.1C
<br /> PRESTRESSING TENDONS, AND VERIFY PLACEMENT. 26.6.1-26.6.3 4. MA7ERIAL VERIFICATION OF WELD FILLER
<br /> 2. REINFORCING BAR WELDING MATERIALS: 3. PRIOR TO GROUTING VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:
<br /> AWS D1.4
<br /> a. VERIFY WELDABILITY OF REINFCING BARS "--' X
<br /> a. IDENTIFICATION MARKINGS TO CONFORM TO AWS AISC 360, SECTION A3.5
<br /> ACI 318: 2.6.6.4 a. GROUT SPACE ----- X ----- ART. 3.2D, 3.2F
<br /> OTHER THAN ASTM A706; SPECIFICATION IN THE APPROVED CONSTRUCTION ----- X AND APPLICABLE AWS
<br /> b. INSPECT SINGLE-PASS FILLET WELDS, ""' X
<br /> MAXIMUM 5l16"AND DOCUMENTS. A5 DOCUMENTS b. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLT5,AND ____
<br /> c. INSPECT ALL OTHER WELDS. X --'-' PRESTRESSING TENDONS AND ANCHORAGES. X SEC. 6.1 ART. 2.4, 3.4
<br /> b. MANUFACTURER'S CERTIFICATE O�COMPLIANCE REQUIRED ----- ----- -----
<br /> 3. INSPECT ANCHORS CAST IN CONCRETE. ----- X ACI 318: 17.8.2 ----- c. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING _____ X SEC. 6.1, 6.2.1, ART. 3.2E, 3.4; 3.6A
<br /> 5. INSPECTION OF WELD{NG: TENDONS AND ANCHORAGES 6.2.6, 6.2.7
<br /> 4. INSPECT ANCHORS POST INSTALLED IN d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT
<br /> HARDENED CONCRETE MEMBERS.b a. STRUCTURA�STEEL AND COLD-FORMED STEEL DECK: FOR BONDED TENDONS. '"""' X ----- ART. 2.6B, 2.4G.1.b
<br /> a. ADHESIVE ANCHORS INSTALLED IN
<br /> HORIZONTALLY OR UPWARKLY INCLINED X _____ ACI 318: 17.8.2.4 _____ 1.) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X ----- AISC 360, SECTION N5
<br /> e. CONSTRUCTION OF MORTAR JOINTS ----- X �---" ART. 3.3B
<br /> ORIENTATIONS TO RESIST SUSTAINED TABLE N5.4-1
<br /> TENSION LOADS. 2.) MULTIPASS FI�LET WELDS X _____ TABLE N5.4-2 4. VERIFY DURING CONSTRUCTION:
<br /> b. MECHANICAL ANCHORS AND ADHESIVE TABLE N5.4-3
<br /> ANCHORS NOT DEFINED IN 4.a. ----- X ACI 318: 17.8.2 AISC 341, SECTION J6
<br /> 3.)SINGLE-PASS FILLET WELDS> 5/16" X - TABLE J6-1 a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS ----- X ----- ART. 3.3F
<br /> TABLE J6-2
<br /> ACI 318: CH. 19 1904.1, 1904.2, b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER
<br /> 5. VERIFY USE OF REQUIRED DESIGN MIX. ""' X 26.4.3, 26.4.4 1908.2, 1908.3 4.) PLUG AND SLOT WELDS X ----- TABLE J6-3 DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, SEC. 1.2.1.(e), _____
<br /> AWS D1.1 X 6.1.4.3,6.2.1
<br /> FRAMES, OR OTHER CONSTRUCTION
<br /> 5.)SINGLE-PASS FILLET WELDS < 5/16° ----- X SEC. 8.1.6.7.2, _____
<br /> 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
<br /> c. WELDING OF REINFORCEMENT X ----
<br /> SPECIMENS FOR STRENGTH TESTS, PERFORM ____ ASTM C172,ASTM C31 9.3.3.4(c), 11.3.3.4(b)
<br /> SLUMP AND AIR CONTENT TESTS, AND DETERMINE X ACI 318: 26.4, 26.12 1908.10 6.) FLOOR AND ROOF DECK WELDS ----- X AWS D1.3 d. PREPARATION, CONSTRUCTION,AND PROTECTION OF MASONRY DURING
<br /> THE TEMPERATURE OF THE CONCRETE. COLD WEATHER (TEMPERATURE BELOW 40°F(4.4°C)) OR HOT WEATHER ----- X ----- ART.1.8C, 1.8D
<br /> b. REINFORCING STEEL: ----- ----- (TEMPERATURE ABOVE 90°F(32.2°C))
<br /> 7. INSPECT CONCRETE AND SHOTCRETE 1908.6
<br /> PLACEMENT FOR PROPER APPLICATION X ----- ACI 318: 26.5 1908.7 1.)VERIFICATION OF WELDABILITY OF REINFORCING STEEL e. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE. X ----- ART. 3.6B
<br /> TECHNIQUES. 19Q8•8 OTHER THAN ASTM A706. x
<br /> f. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X _____ ----- ART. 3.5, 3.6C
<br /> 8. VERIFY MAINTENANCE OF SPECIFIED CURING _____ 2.) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IS IN COMPLIANCE.
<br /> TEMPERATURE AND TECHNIQUES. X ACI 318: 26.5.3-26.5.5 1908.9 IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,AND BOUNDARY AWS D1.4
<br /> ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND X """'" ACI 318 SECTION 26.6.4 g, pLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED b �
<br /> 9. INSPECTION OF PRESTRESSED CONCRETE FOR: SHEAR REINFORCEMENT. MORTAR JOINTS X X ART. 3.3B.9, 3.3F.1.b
<br /> a.APPLICATION OF PRESTRESSING FORCES;AND X ----- ACI 318: 26.10 ----- )
<br /> _____ 3. SHEAR REINFORCEMENT. X ----- 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, ART. 1.4B2.a.3,
<br /> b. GROUTING OF BONDED PRESTRESSING TENDONS. X _____
<br /> AND/OR PRISMS X 1:4B.2.b.3, 1.4B.2.c.3,
<br /> 1.46.3, 1.4B.4
<br /> 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. ----- X ACI 318: CH. 26.8 ----- 4.) OTHER REINFORCING STEEL. ----- X
<br /> NOTES:
<br /> 11. VERIFY OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF (a) Frequency refers to the frequency of Special inspection,which may be continuous during the task listed or periodic during the listed task, as defined in the table.
<br /> TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL ----- X ACI 318: 26.11.2 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE (b} Required for the first 5000 square feet(465 square meters)of AAC masonry.
<br /> OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. (c) Required after the first 5000 square feet(465 square meters)of AAC masonry.
<br /> a. DETRILS SUCH AS BRACING AND STIFFENING. ----- X
<br /> 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND _____
<br /> DIMENSIONS OF THE CONCRETE MEMBER BEING ----- X ACI 318: 26.11.1.2(b) "'-- b. MEMBER LOCATIONS. ----- X
<br /> FORMED.
<br /> a. WHERE APPLICABLE, SEE ALSO SECTIONS 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. c.APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ----- X 2 015 I B C TAB L E 1705.�.� a
<br /> b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR {SSUED BY AN APPROVED SOURCE
<br /> IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES.WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECiAL �
<br /> INSPECTIONS REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONALAND SHALL BE APPROVED BY THE BUILDING OFFICIAL REQU I RED SPECIAL I NSPECTIONS OF
<br /> PRIOR TO THE COMMENCEMENT OT THE WORK.
<br /> �
<br /> OPEN-WEB STEEL JOIST AND JOIST GIRDERS �
<br /> TYPE CONTINUOUS SPECIAL INSPECTIONS PERIODIC SPECIAL INSPECTIONS REFRENCED W
<br /> 2015 IBC TABLE 1705.6 DEFERRED SUBMITTALS STANDARD
<br /> ST R U CT U RA L C O M P O N E N TS 1. INSTALLATION OF OPEN-WEB STEEL JOIST AND JOIST GIRDERS
<br /> �
<br /> REQUIRED SPECIAL INSPECTION AND TESTS OF SOILS '�
<br /> a. END CONNECTIONS-WELDED OR BOLTED _____ X SJI SPECIFICATION LISTED
<br /> TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REVI EWED BY IN SECTION 2207.1
<br /> ITEM �
<br /> AOR EOR b. BRIDGING- HORIZONTAL OR DIAGONAL
<br /> 1. VERIFY MATERIALS BELOW SHALLOW
<br /> FOUNDATIONS ARE ADEQUATE TO ACHIEVE ----- X W
<br /> THE DESIGN BEARING CAPACITY. 1. STANDARD BRIDGING __.__ SJI SPECIFICATION LISTED
<br /> STEEL STAIRS X X
<br /> 2. VERIFY EXCAVATIONS ARE EXTENDED IN SECTION 2207.1 � �
<br /> TO PROPER DEPTH AND HAVE REACHED ----- X NOTES: 2. BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS _____ X � W �
<br /> PROPER MATERIAL. 1. ALL CALCULATIONS PROVIDED SHALL MUST BEAR THE SEAL&SIGNATURE OF A REGISTERED ENGINEER LICENSED IN THE PROJECT STATE. LISTED IN SECTION 2207.1 � ^
<br /> 2. DEFERRED SUBMITTAL ITEMS SHALL NOT BE OTHERWISE CONSTRUCTED IN PLACE WITHOUT HAVING THE PLANS OR SHOP DRAWINGS NOTES: O � �
<br /> REVIEWED AND APPROVED BY THE EOR AND THE BUILDING OFFICIAL.
<br /> 3. PERFORM CLASSIFICATION AND TESTING _____ 1.} WHERE APPLICABLE, SEE ALSO SECION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC
<br /> X 3. AOR DENOTES ARCHITECT OF RECORD. (n (�J
<br /> OF COMPACTED FILL MATERIALS. 4. EOR DENOTES ENGINEER OF RECORD. RE{STANCE. � _ �
<br /> �
<br /> 4. VERIFY USE OF PROPER MATERIALS, _-___ � � �
<br /> DENSITIES AND LIFT THICKNESSES X
<br /> DURING PLACEMENT AND COMPACTION OF � W
<br /> COMPACTED FILL.
<br /> CO 5. PRIOR TO PLACEMENT OF COMPACTED STRU CTU RAL
<br /> �
<br /> FILL, INSPECT SUBGRADE AND VERIFY ----- X
<br /> vTHAT SITE HAS BEEN PREPARED PROPERLY. Q B S E RV�T I O N P RO G RAM
<br /> t N
<br /> � MONITORED BY tn
<br /> � ITEM/PORTION STAGE OF WORK N
<br /> a AOR EOR
<br /> N ln
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<br /> � CONCRETE FOUNDATIONS X N
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<br /> j MASONRY WALLS X O
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<br /> oREWF. STEEL FOUNDATIONSNVALLS X N a o
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<br /> � EMBEDDED STL./BOLTS WALLS X Q N
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<br /> � LIGHT GAGE METAL FRAMING X O �
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<br /> � NOTES: N y �
<br /> � 1. THE STRUCTURAL OBSERVER WILL SUBMIT A FIELD REPORT TO THE BUILDING DEPARTMENT a
<br /> o CORRESPONDING TO EACH ITEM/PORTION LISTED. F.. W
<br /> � 2. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE REQUIREMENT FOR SPECIAL � �
<br /> a INSPECTION, OR OTHER INSPECTIONS REQUIRED BY THE BUILDING CODE. Q
<br /> c 3. STRUCTURAL OBSERVATION MUST BE PROVIDED BY THE ENGINEER OR ARCHITECT OF RECORD Q V W
<br /> RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR ANOTHER LICENSED ENGINEER DESIGNATED BY THE �
<br /> •� ENGII�EER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN,AS OUTLINED IN THE J W
<br /> Q STRUCTURAL OBSERVATION PROGRAM.ALL OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING J � ,
<br /> cn TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL.
<br /> N THE S7RUCTURA�OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT W W
<br /> p THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST � �
<br /> � OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. � � = W
<br /> � 4. AOR DENOTES ARCHITECT OF RECORD. Z
<br /> � 5. EOR DENOTES ENGINEER OF RECORD. Q �jJ v Y
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