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AISC 360-10 CHAPTER N - BOLTING
STRUCTURAL OBSERVATION FOR WIND RESISTANCE
1. NOT REQUIRED PER SECTION 1704.6.2 OF IBC. QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR
QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR
0 = OBSERVE ITEMS RANDOMLY
STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE P = PERFORM TASKS FOR EACH ELEMENT
1. NOT REQUIRED PER SECTION 1704.6.1 OF IBC.
SPECIAL INSPECTION FOR WIND RESISTANCE
1. NOT REQUIRED PER SECTION 1705.11 OF IBC.
TABLE N 6.1
INSPECTION OF STEEL ELEMENTS OF COMPOSITE
CONSTRUCTION PRIOR TO CONCRETE PLACEMENT
VERIFICATIONS AND INSPECTION
QC
QA
REMARKS
1. PLACEMENT AND INSTALLATION OF STEEL DECK
P
P
2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS
P
P
3. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS.
P
P
IBC TABLE 1705.3
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
TYPE
CONTINUOUS
PERIODIC
REFERENCED STANDARD
IBC REFERENCE
REMARK
1.
INSPECT REINFORCEMENT, INCLUDING PRESTRESSING
-
X
ACI 318: CH. 20, 25.2, 25.3,
1908.4
TENDONS, AND VERIFY PLACEMENT.
26.5.1-26.5.3
2.
REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER
-
X
AWS D1.4
THAN ASTM A 706;
ACI 318: 26.5.4
b. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16";
X
AND
c. INSPECT ALL OTHER WELDS.
X
3.
INSPECT ANCHORS CAST IN CONCRETE.
-
X
ACI 318: 17.8.2
-
4.
INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE.
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR
X
ACI 318: 17.8.2.4
UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED
TENSION LOADS.
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT
X
ACI 318: 17.8.2
DEFINED IN 4.a.
5.
VERIFY USE OF REQUIRED DESIGN MIX.
-
X
ACI 318: CH. 19, 26.4.3,
1904.1, 1904.2,
26.4.4
1908.2, 1908.3
6.
PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMEN
X
-
ASTM C 172,
1908.10
FOR STRENGTH TESTS, PERFORM SLUMP AND AIR
ASTM C 31,
CONCRETE TESTS, AND DETERMINE THE TEMPERATURE OF
ACI 318: 26.4.5, 26.12
THE CONCRETE.
7.
INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR
X
-
ACI 318: 26.4.5
1908.6, 1908.7, 1908.8
PROPER APPLICATION TECHNIQUES.
8.
VERIFY MAINTENANCE OF SPECIFIED CURING
-
X
ACI 318: 26.4.7-26.4.9
1908.9
TEMPERATURE AND TECHNIQUES.
9.
INSPECT PRESTRESSED CONCRETE FOR
-
a. APPLICATION OF PRESTRESSING FORCES; AND
X
-
ACI 318: 26.9.2.1
b. GROUTING OF BONDED PRESTRESSING TENDONS.
X
-
ACI 318: 26.9.2.3
10.
INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.
-
X
ACI 318: CH. 26.8
-
11.
VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO
-
X
ACI 318: 26.10.2
-
STRESSING OF TENDONS IN POST -TENSIONED CONCRETE
AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM
BEAMS AND STRUCTURAL SLABS.
12.
INSPECT FORMWORK FOR SHAPE, LOCATION AND
-
X
ACI 318: 26.10.1
-
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
b
TABLE 1705.6
REQUIRED SPECIAL INSPECTIONS AND TEST OF SOILS
TYPE
CONTINUOUS
PERIODIC
REMARKS
1.
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS
-
X
BY GEOTECHNICAL
ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING
ENGINEER
CAPACITY.
2.
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER
-
X
DEPTH AND HAVE REACHED PROPER MATERIAL.
3.
PERFORM CLASSIFICATION AND TESTING OF
-
X
COMPACTED FILL MATERIALS.
4.
VERIFY USE OF PROPER MATERIALS, DENSITIES
X
-
BY GEOTECHNICAL
AND LIFT THICKNESSES DURING PLACEMENT AND
ENGINEER
COMPACTION OF COMPACTED FILL.
5.
PRIOR TO PLACEMENT OF COMPACTED FILL,
-
X
INSPECT AND VERIFY THAT SITE HAS BEEN
PREPARED PROPERLY.
CALL 48 HOURS
BEFORE YOU DIG
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ORIG MITIGATION HANGAR
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REVISION
BY
C1802421 ABAM
APPROVED DATE SYM
SPT 10/09/18
REVISION
BY I APPROVED I DATE
AISC 360-10 CHAPTER N AND AISC 341-10 CHAPTER J - WELDING
QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR
QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR
0 = OBSERVE ITEMS RANDOMLY
P = PERFORM TASKS FOR EACH ELEMENT
TABLE N 5.4-1
INSPECTION TASKS PRIOR TO WELDING
VERIFICATIONS AND INSPECTION
QC
QA
REMARKS
1. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE
P
P
2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE
P
P
3. MATERIAL IDENTIFICATION TYPE GRADE
0
0
4. WELDER IDENTIFICATION SYSTEM, SEE NOTE 1
0
0
5. FIT -UP GROOVE WELDS (INCLUDING JOINT GEOMETRY)
A. JOINT PREPARATION
0
0
B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
C. CLEANLINESS CONDITION OF STEEL SURFACES
D. TACKING TACK WELD QUALITY AND LOCATION
E. BACKING TYPE AND FIT IF APPLICABLE
6. CONFIGURATION AND FINISH OF ACCESS HOLES
0
0
7. FIT -UP OF FILLET WELDS
A. DIMENSIONS ALIGNMENT, GAPS AT ROOT
0
0
B. CLEANLINESS CONDITION OF STEEL SURFACES
C. TACKING (TACK WELD QUALITY AND LOCATION)
8. CHECK WELDING EQUIPMENT
0
-
NOTE 1: THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS
WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE.
TABLE N 5.4-2
INSPECTION TASKS DURING WELDING
VERIFICATIONS AND INSPECTION
QC
QA
REMARKS
1. USE OF QUALIFIED WELDERS
0
0
2. CONTROL AND HANDLING OF WELDING CONSUMABLES
A. PACKAGING
0
0
B. EXPOSURE CONTROL
0
0
3. NO WELDING OVER CRACKED WELDS
0
0
4. ENVIRONMENTAL CONDITIONS
A. WIND SPEED WITHIN LIMITS
0
0
B. PRECIPITATION AND TEMPERATURE
5. WPS FOLLOWED
A. SETTINGS ON WELDING EQUIPMENT
0
0
B. TRAVEL SPEED
C. SELECTED WELDING MATERIALS
D. SHIELDING GAS TYPE/ FLOW RATE
E. PREHEAT APPLIED
F. INTERPASS TEMPERATURE MAINTAINED (MIN/MAX.)
G. PROPER POSITION (F, V, H, OH)
H. INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED
AISC 341-10
6. WELDING TECHNIQUES
A. INTERPASS AND FINAL CLEANING
0
0
B. EACH PASS WITHIN PROFILE LIMITATIONS
0
0
C. EACH PASS MEETS QUALITY REQUIREMENTS
0
0
TABLE N 5.4-3
INSPECTION TASKS AFTER WELDING
VERIFICATIONS AND INSPECTION
QC
QA REMARKS
1. WELDS CLEANED
0
0
2. SIZE, LENGTH AND LOCATION OF WELDS
P
P
3. WELDS MEET VISUAL ACCEPTANCE CRITERIA
A. CRACK PROHIBITION
P
P
B. WELD/BASE-METAL FUSION
C. CRATER CROSS SECTION
D. WELD PROFILES
E. WELD SIZE
F. UNDERCUT
4. ARC STRIKES
P
P
5. K-AREA, SEE NOTE 2
P
P
6. BACKING REMOVED AND WELD TABS REMOVED IF REQUIRED
P
P
7. REPAIR ACTIVITIES
P
P
8. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER
P
P
9. PLACEMENT OF REINFORCING OR CONTOUR FILLET WELDS ADDED (IF REQ'D)
P
P
AISC 341-1
NOTE 2: WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR
STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT
THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES (75MM) OF THE WELD.
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DESIGN BY: BERGERABAM DATE 10/22/2018
ACCEPTABILITY I H L
THIS DESIGN AND/OR CHE
SPECIFICATION IS APPROVED SPT
ENG
APPROVED BY DEPT. DATE BEE
ATE SUBTITLE
10 09 18
10 09 18
10/09/18 TITLE
PILING - GENERAL
1. STEEL PIPE PILING AND SHEET PILING SHALL CONFORM TO ASTM 572 GRADE 50 WITH MIN YIELD
STRENGTH = 50 KSI.
2. STEEL PIPE PILING AND SHEET PILING SHALL BE PAINTED IN ACCORDANCE WITH WSDOT
SPECIFICATIONS SECTION 6-07 EXCEPT:
THE PAINTED SECTION NEED NOT EXTEND MORE THAN 10 FEET INTO GRADE
COATING SHALL BE ONE OF THE FOLLOWING SYSTEMS:
CARBOLINE COMPANY:
CARBOZINC 808 - SHOP APPLICATION ONLY
CARBOGUARD 635
CARBOMASTIC 615 - FIELD APPLICATION ONLY
DEVOE COATINGS COMPANY:
CATHA-COAT 302H
DEVRAN 261 QC
INTERNATIONAL PAINT COMPANY:
INTERZONE 954
SHERWIN -WILLIAMS COMPANY:
COROTHANE 1 GALVA-PAC ZINC PRIMER
DURA-PLATE 235
DURA-PLATE 154
ENVIROLASTIC AR425 - FIELD APPLICATION ONLY
COROTHANE 1 COAL TAR
TNEMEC COMPANY:
SERIES 90-97 TNEME-ZINC
SERIES N69 HI -BUILD EPDXOLINE II
SERIES 1 OMNITHANE
SERIES 446 PERMASHIELD MCU
WASSER HIGH TECH COATINGS:
MC -ZINC 100 - SHOP APPLICATION
MC-MIOZINC 100 - FIELD APPLICATION
MC-FERROX A 100
MC-FERROX B 100
MC -LUSTER 100
MC -TAR 100
PAINT MATERIAL FOR STRUCTURAL STEEL FOR UNDERWATER APPLICATION SHALL BE ONE OF THE
FOLLOWING PRODUCTS AND NEED NOT BE FROM THE SAME MANUFACTURER AS SELECTED ABOVE:
CARBOLINE COMPANY:
CARBOGUARD A-788 SPLASH ZONE MASTIC
INTERNATIONAL PAINT COMPANY:
INTERZONE 101
SHOP COATINGS SHALL BE APPLIED TO THE FOLLOWING THICKNESSES FOR THE SELECTED COATING
SYSTEM:
CARBOLINE COMPANY:
PRIME COAT - CARBOZINC 808 (2 - 3 MILS DFT)
TOP COAT - CARBOGUARD 635 (8 - 10 MILS DFT)
DEVOE COATINGS COMPANY:
PRIME COAT - CATHA-COAT 302H (3 - 4 MILS DFT)
TOP COAT - DEVRAN 261 QC (6 - 8 MILS DFT)
INTERNATIONAL PAINT COMPANY:
TWO COATS - INTERZONE 954 (10 - 12 MILS DFT EACH)
SHERWIN -WILLIAMS COMPANY:
PRIME COAT - COROTHANE I GALVAPAC ZINC PRIMER (3 - 4 MILS DFT)
TOP COAT - DURA-PLATE 235 (6 - 8 MILS DFT)
TNEMEC COMPANY:
PRIME COAT - SERIES 90-97 TNEME-ZINC (3 - 4 MILS DFT)
TOP COAT - SERIES N69 HI -BUILD EPDXOLINE II (6 - 8 MILS DFT)
WASSER HIGH TECH COATINGS:
PRIME COAT - MC -ZINC 100 (3 - 4 MILS DFT)
TOP COAT - MC-FERROX A 100 (6 - 8 MILS DFT)
FIELD APPLICATION OF COATINGS FOR WELDED JOINTS AND FIELD REPAIRS TO SHOP PAINTED
COATINGS SHALL BE APPLIED TO THE FOLLOWING THICKNESSES FOR THE SELECTED COATING SYSTEM:
ABOVE HIGH WATER
CARBOLINE COMPANY:
TWO COATS - CARBOGUARD 635 (8 - 10 MILS DFT EACH)
DEVOE COATINGS COMPANY:
TWO COATS - DEVRAN 261 QC (6 - 8 MILS DFT EACH)
INTERNATIONAL PAINT COMPANY:
TWO COATS - INTERZONE 954 (6 - 8 MILS DFT EACH)
SHERWIN -WILLIAMS COMPANY:
TWO COATS - DURA-PLATE 235 OR ENVIROLASTIC AR425 (6 - 8 MILS DFT)
TNEMEC COMPANY:
PRIME COAT - SERIES 90-97 TNEME-ZINC (3 - 4 MILS DFT)
TOP COAT - SERIES N69 HI -BUILD EPDXOLINE II (6 - 8 MILS DFT)
WASSER HIGH TECH COATINGS:
PRIME COAT - MC-MIOZINC 100 (3 - 5 MILS DFT)
INTERMEDIATE COAT - MC -TAR 100 (5 - 7 MILS DFT)
TOP COAT - MC -TAR 100 (5 - 7 MILS DFT)
UNDERWATER
CARBOLINE COMPANY:
CARBOGUARD A-788 SPLASH ZONE MASTIC (1/4 INCH MINIMUM)
INTERNATIONAL PAINT COMPANY:
INTERZONE 101 (1/4 INCH MINIMUM)
3. CAST -IN -PLACE CONCRETE FOR PILE INFILL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 4000 PSI.
GENERAL SITE STRUCTURAL NOTES
R-401413
I IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1
C 180242 J' IV' 0 R I Q v^ L 10/09/ 18
MITIGATION HANGAR C501-1 D C04.
RENTON SITE JOB NO. COMP NO.
C180242
SITE RENTON, WADwG No. RTN-YD-0501-1 D
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