|
WELDING
<br /> TABLE 4 - REQUIRED VERIFICATION AND INSPECTION OF CANOPY NOTES � C RTATORIED
<br /> �aRIcI
<br /> TABLE 1 - INSPECTION TASKS FOR SOILS (CBC TABLE 1705.6) '
<br /> GENERAL NOTES:
<br /> DETAILED 1, BUILDING CODE: 2016 CALIFORNIA BUILDING CODE o�
<br /> VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC INSTRUCTIONS
<br /> DETAILED 2. USE GROUP: M CONSTRUCTION TYPE: IIB �
<br /> 3. DESIGN LOADS:
<br /> 1. PRIOR TO WELDING(TABLE N5.4-1,AISC 360-10): VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC INSTRUCTIONS
<br /> A. ROOF LIVE LOAD: 20 PSF (REDUCIBLE) co
<br /> _
<br /> B. CANOPY DEAD LOAD: 9.17 PSF
<br /> a. Verify welding procedures(WPS)and X a. Verify subgrade is adequate to achieve design _ X Prior to placement of concrete.
<br /> C. GROUND SNOW LOAD: 0 PSF
<br /> consumable certificates bearing capacity cd
<br /> Verify type and grade of material. D. DESIGN WIND SPEED: 11 110 MPH t� �
<br /> b. Material identification X fY BJTDING RISK CATEGORY, lI F-t �"� E�-
<br /> b.Verify excavations extend to proper depth and X Prior to placement of compacted fill or concrete. EXPOSURE: C
<br /> X A system shall be maintained by which a welder who has material
<br /> c.Welder identification welded a joint or member can be identified. COMPONENT & CLADDING: ASCE 7-10 CHAPTER 30
<br /> c.Verify that subgrade has been appropriately X prior to placement of compacted fill. E. EARTHQUAKE DESIGN: H 0
<br /> Verify joint preparation,dimensions, cleanliness,tacking, prepared prior to placing compacted fill IMPORTANCE FACTOR: 1 0
<br /> 5s-0.8B3g Sds---0.675g
<br /> d. Fit-up groove welds - X and backing.
<br /> All materials shall be checked at each lift for proper S 1-0.329g Sd 1-0.3828
<br /> X Verify configuration and finish. d. Perform classification and testing of compacted X classifications and gradations not less than once for each SITE GLASS: D
<br /> e.Access holes
<br /> fill materials 10,Oo0ft2 of surface area. SEISMIC DESIGN CATEGORY: D
<br /> SEISMIC FORGE RESISTING SYSTEM: G.2 STEEL ORDINARY CANTILEVERED
<br /> Verify alignment, gaps at root, cleanliness of steel .
<br /> f. Fit-up of fillet welds X surfaces, and tack weld quality and location. e.Verify proper materials,densities and lift COLUMN SYSTEM
<br /> X DESIGN BASE SHEAR: 29,31 k
<br /> thicknesses during placement and compaction.
<br /> WELDING TABLE N5.4-2,AISC 360-10}: SEISMIC RESPONSE COEFFICIENT: Cs =0. �
<br /> RESPONSE MODIFICATION FACTOR: R=1.25 '~
<br /> 2. DURING ( SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
<br /> a. Use of qualified welders - X Verify that welders are appropriately qualified.
<br /> f.SPECIAL INPSECTION REQUIREMENTS
<br /> Verify packaging and exposure control. 1.Special inspection shall be provided by owner according to Chapter 17 of the CBC.The special inspector shall observe the work for conformance with the
<br /> b, Control and handling of welding consumables - X fY p 9 g P 4. FOUNDATION DESIGN:
<br /> contract documents.The special inspector shall send reports to the owner,building official,architect,engineer and contractor.All discrepancies shall be
<br /> d5 - X Verify welding does n4#occur over cracked tack welds. brought to the attention of the contractor for correction.The special inspector shall submit a final signed report stating that the special inspection work ALLOWABLE SEARING PRESSURE: 3,50 PSF �^
<br /> c. Cracked tack wet was,to the best of his/her knowledge,in conformance with the plans specifications and applicable workmanship provision of the CBC. LATERAL EARTH PRESSURE: 350 PSF/FT OF DEPTH
<br /> Verify Wind speed is within limits as Well as precipitation 2.Continuous special inspection means the full-time observation of work requiring special inspection by an approved special inspector who is present in GEOTECHNICAL REPORT BY: TERRACON CONSULTANTS C^7
<br /> d. Environmental conditions ` X and temperature. the area where the work is being performed. Periodic special inspection means the part-time or intermittent observation of work requiring special DATED: 09 JULY 2019 (REPORT #NA 195018)
<br /> inspection by an approved special inspector who is present in the area where the work has been or is being performed COEFFICIENT OF FRICTION: 0.32
<br /> Verify items such as settings on welding equipment,travel and at the completion of the work. * SITE SOILS SHALL BE PREPARED FOR THE FOUNDATION IN ACCORDANCE
<br /> speed,welding materials, shielding gas typelfloW rate, 3.The following systems are subject to the special inspection requirements noted herein: WITH THE GEOTECHNICAL REPORT REFERENCED ABOVE. Z -I
<br /> e.WPS followed - X preheat applied,interpasS temperature maintained, and a.The Columns
<br /> Seismic-Force-Resisting System including: O
<br /> to
<br /> i.Columns iv.Purlins ~
<br /> proper position. ii.column Base Connection v.Beams 5. CONCRETE AND REINFORCEMENT:(E NT:
<br /> each ass is within iii.Footings A. CONCRETE FOOTINGS (EXPOSURE CLASSES F0, S0, WO, CO) TYPE II _ U �
<br /> Verify interpass and final cleaning, e p q.Special inspection is required for the following work.All inspections to be continuous unless noted otherwise: CEMENT COMPRESSIVE STRENGTH OF f'c 3000 p.s.i. 0 7)
<br /> f. Welding techniques - X profile limitations, and quality of each pass. a.Welding-See Table 1 at right for inspection requirements.Special inspection is not required where welding is performed in an approved fabricator U
<br /> B. SLAB ON GRADE (BY OTHERS) lz 0
<br /> shop as per CBC 1745.2. C. ALL CONCRETE, IF DESIGNED USING f'c =2500 p.s.i. SPECIAL W Z
<br /> 3.AFTER WELDING(TABLE N5.4-3,AISC 360-10): b.Bolting-See Table 2 for inspection requirements. INSPECTION NOT REQUIRED UNLESS NOTED OTHERWISE. Q Q
<br /> c.Cold Formed steel Deck(CSC 1705.2.2) N.A.. D. REBAR: ASTM A615 GRADE 60 > U7
<br /> a. Welds Cleaned - X Verify that welds have been properly cleaned. d.Other Steel Elements-See Table 3 for inspection requirements.
<br /> E. STIRRUPS AND TIES SHALL HAVE MINIMUM 4" NOOKS. a
<br /> e.Concrete Construction(CBC 1705.3)-See Table 6for inspection requirements. F. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT: Z O 0
<br /> b. Size, length, and location of welds X - g tion(CBC 1705.4)-N.A. CONCRETE EXPOSED TO GROUND----
<br /> f.Masonry Construction Woad Construction(CBC 1705.5)-N.A. --3" U Z
<br /> FORMED CONCRETE EXPOSED TO GROUND---- h.Solls(CBC 1705.6)-See Table 4 for inspection requirements 2" �
<br /> FORMED CONCRETE NOT EXPOSED TO GROUND-1 1/2"
<br /> c.Welds meet visual acceptance criteria X j.Driven Deep Foundations(C8C 1745.7)-N.A.
<br /> k.Cast-in-place Deep Foundations(CBC 1705.8)-N.A. PER
<br /> d.
<br /> Arc Strikes - m.Helical Piie Foundations(CBC 1705.9)-N.A. G. GROUT UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK GROUT
<br /> X
<br /> n.Special Inspections for Wind Resistance(CBG 1705.11)-N.A.(V®d�110mph) COMPLYING WITH ASTM C1107, f'c=5000p.s.i. AND INSTALLED
<br /> MANUFACTURERS RECOMMENDATIONS,
<br /> e. k-area X - p.Special Inspections for Seismic Resistance(CBC 1745.12)-See Tables,1,2,and 3 for inspection requirements
<br /> 5.special inspector must be qualified as required by CBC 1744.2.1 and approved by the local building department. H. GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING TOP OF LOOTING
<br /> ELEVATIONS AS REQUIRI=D FOR UNDERGROUND PLUMBING AND
<br /> f. Backing&weld tabs removed X 7.Structural Observations:None Required
<br /> ELECT
<br /> g. Repair activities X -
<br /> 6. STRUCTURAL ST
<br /> A. ALL STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATION FOR
<br /> h. Document acceptance or rejection of welded X
<br /> NOT REQUIRED WHERE FABRICATION l5 FOR THE DESIGN OF STRUCTURAL STEEL FOR BUILDINGS".
<br /> jointimember SPECIAL INSPECTION IS
<br /> PERFORMED IN AN APPROVED FABRICATOR'S SHOP AS PER CBC 1705.2 B. Alec •�coDE o� STANDARD PRACTICE" EXCLUDING THE FOLLOWING
<br /> 4. NONDESTRUCTIVE TESTING(SECTION N5.5,AISC 360-10): ANS AISC 360 SECTION N7. JIMCO SALES AND MANUFACTURING IS AN SECTIONS: 4.4, 4.4.1, 4.4.2, AND 7.15.
<br /> shall be performed on 10%of CJP groove -101NIT AND A CLARK COUNTY C. AISC "SPECIFICATIONS FOR THE DESIGN OF GOLD FORMED STRUCTURAL Z 00
<br /> Ultrasonic testing p 0 00
<br /> AISC APPROVED FABRICATOR (2 1 803 1 06 1 )
<br /> welds in butt,T-and corner joints subject to transversely APPROVED FABRICATOR (#114). THERE WILL BE NO FIELD WELDING. MEMBERS".
<br /> X applied tension loading in materials 5/16 inch thick or D. STRUCTURAL STEEL GRADES: Q �cn Z
<br /> a. CJP welds(Risk Cat. li) STEEL BEAMS ASTM A992 GRADE 5D Fy = 50,000 psicn
<br /> greater.Testing rate must be increased if 7 5%of welds O
<br /> HSS SQUARE & RECTANGLES ASTM500 GRADE B 1-y = 50,000 psi U Z _J
<br /> tested have unacceptable defects. F = 46,000 psi O W
<br /> HSS ROUND COLUMNS: Y
<br /> A reduction in the rate of ultrasonic testing is allowed per PIPE ASTM A53 GRADE B Fy = 35,000 psi _ CJ
<br /> b. CJP welds(Risk Cat. III or IV) X - Section N5.5e. LE 5 - REQUIRED VERIFICATION AND INSPECTION OF CONCRETE BASE PLATES, CAP PLATES AND CAP PLATE STIFFENERS 0 L � o
<br /> TAB .... ASTM A572 GRADE 50 Fy = 50,000 psi � t� U}
<br /> X _ CONSTRUCTION {CBC TABLE 9 705.3)
<br /> ANGLES ASTM A36 Fy = 36,000 psi I o
<br /> c.Access holes{flange>2") E. BOLTED CONNECTIONS SHALL BE ASTM A307 BOLTS UNLESS OTHERWISE �
<br /> DETAILED SPECIFIED (NO SPECIAL INSPECTION REQUIRED). HOLES ARE 1/16 OVERSIZED.
<br /> d.Welded joints subject to fatigue X " VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC INSTRUCTIONS
<br /> F. ALL BOLTED CONNECTIONS SHALL BF "SNUG-TIGHT", UNLESS NOTED
<br /> OTHERWISE IN ACCORDANCE WITH RCSC.
<br /> Verify prior to placing concrete that reinforcing is of G. METAL DECK BY METAL WORKS, LLC, 20ga ASTM A653 GRADE 40. NOA
<br /> TABLE 2 - INSPECTION TASKS FOR BOLTING specified type,grade and size;that it is free of oil, dirt and #18-0918.09
<br /> rust;that it is located and spaced properly;that hooks,
<br /> DETAILED 1. Inspect reinforcement, including prestressing
<br /> VERIFICATION AND INSPECTION TASK coNTIN1JOUS PERIODIC INSTRUCTIONS X bends,ties, stirrups and supplemental reinforcement are
<br /> tendons,and verify placement. placed correctly;that lap lengths, stagger and offsets are
<br /> 1. PRIOR TO BOLTING(TABLE N5.6-1,AISC 360-10): provided; and that all mechanical connections are installed
<br /> Not required if only snug-tight j [per Section N5.6(1)of AISC 360-10]. per the manufacturer's instructions and/or evaluation report. CEJ
<br /> joints are pecified 1p SEISMIC FORCE RESISTING SYSTEM {SFRS
<br /> a. Certifications of fasteners X �o
<br /> Verify that fasteners have been marked in accordance with 2.Welding of reinforcing steel A. REFER TO ASIC 341-10 SECTION A4 AND ASCE 7
<br /> X Verify weldability of reinforcing steel based upon carbon B. DESIGNATION OF SFRS: G.2. STEEL ORDINARY CANTILEVER COLUMN SYSTEMS C88$�7
<br /> b. Fasteners marked ASTM requirements. a.Verification of weldability of reinforcing X _
<br /> M A706 equivalent and in accordance with AWS D1.4. {ASCE 7--10 TABLE 12.2-1) SEE AISC 341--10 SECTION E5 (OCCS . igitasigned by �t
<br /> Verify grade,type,and bolt length if threads are excluded bars othter than AST C. R 1.25, O = 0.54 hte'. �Lalonde
<br /> c. Proper fasteners for joint - X from the shear plane. " D. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE
<br /> b. lnspectsingle-pass fillet X E. MEMBERS AND CONNECTIONS THAT ARE PART OF THE SFRS: ate: 19.12.19
<br /> 1. COLUMNS 1.36: -06'00' \ CA
<br /> d. Proper bolting procedure - X Verify proper procedure is used for the joint detail. c Inspect all other welds X - Visually inspect all welds in accordance with AWS D1.4.
<br /> 2. COLUMN BASE CONNECTION Ld12/19/19
<br /> 3. FOOTINGS F. PROTECTED ZONES: N/A
<br /> Verify appropriate faying surface condition and hole Verify anchor rod or embed is of specified type,grade,
<br /> e. Connecting elements " X preparation, if specified, meet requirements. 3.Anchors&embeds cast in concrete - X and size. Verify anchor rod placement and embedment.
<br /> G. SEE DETAILS AND NOTE FOR CONNECTION CONFIGURATIONS, MATERIALS
<br /> X Observe and document verification testing by installation SPECIFICATIONS AND SIZES.
<br /> f. Pre-installation verification testing - personnel for fastener assemblies and methods used. 4.Anchors post-installed in hardened concrete H. WELD FILLER MATERIALS FOR WELDS PART OF THE SFRS:
<br /> All post-instalied anchors shall be specially inspected as 1. YEiLD STRENGTH - 58 KSI MIN
<br /> Verify proper storage of bolts, nuts,washers, and other a.Adhesive anchors installed horizontally or X _ p 2. TENSILE STRENGTH - 70 KSI MIN
<br /> g, Proper storage - X vertically to resist sustained tension loads. required by the approved ICG-ES report.ACI 318: 17.8.2.4. 3. ELONGATION - 22% MIN
<br /> fastener components. cls
<br /> 4. CVN TOUGHNESS - 20 FT-LB MIN Cc? D' F
<br /> LJJ
<br /> All post-installed anchors shall be specially inspected as SEE DETAILS AND NOTES FOR OTHER WELDING REQUIREMENTS
<br /> 2. DURING BOLTING(TABLE N5.6-2,AISC 360-10): b. Mechaof defined
<br /> i anchors and adhesive anchors X
<br /> not defined in 4.a. required by the approved ICC-ES report.AC1 318: 17.8.2. J. DEMAND CRITICAL WELDS - N/A < d
<br /> Not required if only snug-tight joints are specified[per Section N5.6(1)of AISC 360-10]. K. LOWEST ANTICIPATED SERVICE TEMPERATURE - 0' F
<br /> Not required for pretensioned joints using turn-of-the-nut method with match-marking, direct-tension-indicators, or twist off Verify that all mixes used comply with the approved
<br /> type tension control method(per Section N5.6(2)of AISC 360-10]. _ construction documents;ACI 318: Ch. 19,26.4.3, 26.4.44; U)
<br /> 5.Verify use of required design mix. X
<br /> w
<br /> and CBC 1904.1, 1904.2, 1908.2, 1908.3.
<br /> lY
<br /> Verify that fastener assemblies are of suitable condition,
<br /> 11-
<br /> a. Fastener assemblies X placed in all holes,and washers positioned as required. 6. Prior to placement,fabricate specimens for ASTM C172,ASTM C31,ACI 318:26.4,26.12,CBC C)
<br /> X Verify that joints are brought to snug-tight condition prior to and determine concrete temperature.strength tests, perform slump&air content test, X 1908.10
<br /> b_ Snug-tight prior to pretensioning pretensioning operation.
<br /> (I�
<br /> Verify that fastener component is not turned by wrench 7. Inspect concrete&shotcrete placement for X _ ACI 318:25.6, CBC 1908.6, 1908.7, 1908.8
<br /> UZ
<br /> c. Fastener component - X prevented from rotating. proper application techniques. 7 _
<br /> Z O
<br /> Verify that fasteners are Pretensioned in accordance with Verify that the ambient temperature for concrete is kept at >
<br /> XRCSC Specification, progressing systematically from the 50'F for at least 7 days after placement.
<br /> W W
<br /> d. Pretensioned fasteners High-early-strength concrete shall be kept at>50° F for at
<br /> most rigid point toward the free edges. La
<br /> least 3 days.Accelerated curing methods may be used(AGI
<br /> 3.AFTER BOLTING(TABLE N5.6-3, AISC 360-10): 318: 26.5.3.2). The ambient temperature for shotcrete shall LLJ�
<br /> be a 40 F or e same pr
<br /> 8.Verify maintenance of specified curing _ X " fthmeeriod of time as noted for I
<br /> a. Document acceptance or rejection of bolted X _ temperature and techniques. concrete. Shotcrete shall be kept continuously moist for at
<br /> least 24 hours after shotcreting.All concrete materials,
<br /> connections
<br /> reinforcement,forms,fillers, and ground shall be free corn
<br /> frost. In hot weather conditions ensure that appropriate
<br /> measures are taken to avoid plastic shrinkage cracking and
<br /> TASKS FOR OTHER STEEL ELEMENTS that the specified water/cement ratio is not exceeded.
<br /> TABLE 3 - INSPECTIONw
<br /> VERIFICATION AND INSPECTION DETAILED
<br /> CONTINUOUS PERIODIC INSTRUCTIONS 0
<br /> TASK
<br /> 1. OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10; Tables J8-1 8r J10-1,AISC 341-10):
<br /> U
<br /> z
<br /> All fabricated steel or steel frames shall be
<br /> inspected to verify compliance with the details in
<br /> a. Structural steel details - X the construction documents, such as braces,
<br /> stiffeners, member locations, and proper
<br /> application of joint details at each connection. a
<br /> .-
<br /> Shall be on the premises during the placement of
<br /> anchor rods and other embedments supporting w o Ld
<br /> L
<br /> b. Anchor rods and other structural steel for compliance with construction Y0
<br /> X documents.Verify the diameter, grade, type, and g � w
<br /> embedments supporting l
<br /> structural steel length of the anchor rod or embedded item, and th
<br /> extent or depth of embedment prior to placement o
<br /> SOB N
<br /> concrete.
<br /> 19-4080Ro
<br /> NOTICE: THIS DOCUMENT IS THE PROPERTY OF JiMCO SALES & MFG. NEITHER THIS DWG. N0.
<br /> DOCUMENT NOR ANY DATA OR INFORMATION HEREIN SHALL BF COPIED OR
<br /> REPRODUCED 1N ANY MANNER, LOANED OR OTHERWISE DISPOSED OF, OR USED CSN
<br /> FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN PERMISSION
<br /> OF JIMCO SALES & MFG. IF THIS DOCUMENT IS LOANED BY OR WITH THE
<br /> AUTHORITY OF JIMCO SALES & MFG, THE BORROWER, INCONSIDERATION OF SUCH OF SHEETS
<br /> LOAN, ARSES TO THE FOREGOING CONDITIONS AND TO RETURN THIS DDCUMFNT ON
<br /> REQUEST OR UPON COMPLETION OF THE SPECIFICALLY AUTHORIZED WORK FOR �~ -
<br /> WHICH IT WAS USED.
<br />
|