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Home My WebLink AboutWELDER QUALIFICATION TEST RECORDP�lAlUlT Z.f Welder Qualification Test Record WQTR No. YC-0GSMAW Welder Name YOEL CABRERA WPS No. B2.1-001-90 Revision SO Date 3r Variables Record Actual Values Used In Qualification Process (Table 4.10, Item (2)) SMAW , Transfer Mode (GMAW): Short-Cir. ❑ Globular ❑ Spray ❑ Type Manuai ® Machine ❑ Semi -Auto ❑ Auto ❑ Number of Electrodes Single 21Multiple ❑ Current/Polarity AC ❑ DCEP ® DCEN ❑ Pulsed ❑ Position (Table 4.10, Item (5)) 3G Weld Progression: (rable 4.10, Item (7)) Up ® Down ❑ Backing [Table 4.10, Item (8)) Use Backing Consumable Insert (GTAW) Use Insert ❑ MateriaUSpec. A36 to A36 Thickness (Plate): Groove in ). .375 Filet ( ) WA Thickness (Pipettube): Groove ( ) WA Fillet ( ) WA Diameter(Pipe): Groove ( ) WA Filet ( )N/A YC-3GSMAW Welder Id �CY•3G/n1SppppM��/�AW 015 LnJ NNED Qualification Range St. Lucie, SMAW Countv' Short -Circuiting ❑ Globular ❑ Spray ❑ Manual ® Machine ❑ Semi -Auto ❑ Auto ❑ Single ® Multiple ❑ AC ❑ DCEP ® DCEN ❑ Pulsed ❑ Flat, Vertical, Horizontal Up ® Down ❑ With Backing 0 Without Backing ❑ With Insert ❑ Without Insert ❑ GROUPI .750 in .126 - UNLIMITED in - .125 - .760 in .125 - UNLIMITED in ?R - UNLIMITED in ANY - UNLIMITED in Notes NONE NONE Filer Metal (Table 10, Item (3)) Spec. A5,1/AS.5 EXXIS,EXXI6,EXX18,EXXi6-X,EXXIS X E)0C18-X Class. 7018 EXXI5,EXX16,EXX18,EXXIS-X,EXX75•X,EXX18-X F-No. F-4 F1 t0 F4 Gas/Fux Type (Table 4.10, Item (4)) WA Other WA VISUAL INSPECTION (4.8.1) Acceptable Yes GUIDED BEND TEST RESULTS (4.30.5) Type Result Type Result FACE PASS ROOT PASS Fillet Test Results (4.30.2.3 and 4.30.4.1) Appearance WA Fillet Size WA Marxoetch WA Fracture Test Root. Penetration WA Description Inspected By ALBERT HERMIDA SCW112010018 No. CY3GSMAW OrganizationCONTINENTAL WELDING INSPE0/7/2015 RADIOGRAPHIC TEST RESULTS (4.30.3.1) Film Identification No. Result Remark N/A Interpreted By WA Alberto H rmida Organization CWI ' ® SCWI 1 10018 Test No. CY3GSMAW QC7 EXP. 111/2018 Date 3/7/2015 We, the undersigned, certify that the statements in this record are correct and that the test welds were prepared, welded, and tested in accordance with the requirements of section 4 of ANSUAWS D1.1, (10 ) Structural Welding Code -Steel. Manufacturer CONTINENTAL WELDING INSPECTION Authorized By ALBERT HERyMI-DA SC M20100018 Date 3/7/2015 'erAWSDI.1 AUG 3 0 29V PERMITTING St. Lucie County, FL 521 NW Ent ".j'/ir&fk Me)POrt St. Lercle, Florida 34986 Phone: (772) 924-3575 Fax: (772) 924.3580 BY \' STRUCTURAL STEEL St. Lucie COUntV _ _• „ INSPECTION REPORT L�P GFA PROJECT# PURSUIT BOATS MILL SHOP AND yTF N DATE Friday, May 19, 2017 PROJECT WARRANTY BUILDING 3901 ST. LUCIE BOULEVARD S I M I T w I TH F S LOCATION FORT PIERCE, FLORIDA DAY 19TH PERMIT NO. N/A BRIGHT SUN CLEAR OVERCAST RAIN OWNER PURSUIT BOATS WEATHER X RICHARD K DAVIS BELOW 60 60-7e 75-90 AeoVE 90 CONTRACTOR CONSTRUCTION CORP. TEMPERATURE X LOW MODERATE HIGH Report No ARCHITECT N/A WIND X LOW MODERATE HIGH ENGINEER N/A HUMIDITY X MEMBERS/AREA INSPECTED: -®Re-inspection - ALL BOLTED CONNECTIONS. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED SCANNED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. BY COMPLIES St. Lucie Countv YES NO N/A X 1 MILL CERTIFICATION AND TEST REPORTS X 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES Ems FILt X 3 CAMBER X 4 SIZE, THICKNESS, WEIGHT X 5 SPLICES X 6 BOLTS IN ALL BOLT HOLES X 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION X 8 HIGH TENSILE BOLT -SIZE, LENGTH, TYPE, WASHERS, NUTS X 9 BOLT TORQUEING X 10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT X 11 GROUTING OF BASE PLATES X 12 BAR -JOIST SIZE, SPACING, BEARING, CONDITION X 13 BAR -JOIST BRIDGING AND BRACING X 14 CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS X 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: F—TiSection / Area Approved =Work In Progress =Re -Inspection Required COMMENTS / ACTION REQUIRED: DUE TO MISPLACED ANCHOR BOLTS, COLUMN BASE PLATES WERE CUT TO FIT ANCHOR BOLT PATTER. ENGINEERS LETTER WILL BE REQUIRED, %111tit t tatrr Inspection Performe(oy: TE I SOE, BJV 4��8 Inspection Certifies By, 612017 ONALD WytMOLER, P.Er Registered Professional ND: P.E. 60675 9 ' STATE OF : 41i Certified Special InspectorNM N/A: .(t, form revised 11I21/06 FBPE Certificate Ifdj : R I �• e♦ a.0. Environmental • Geolechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review & f ftll' ygplt%' Florida's Leading Engineering Source 521 NW AUG 0 4. 20V St. GFA PROJECT# 17-0156.01 Pursuit Boats PROJECT Mill Shop and Warranty Building LOCATION 3901 St. Lucie Boulevard PERMIT NO. N/A OWNER Pursuit Boats CONTRACTOR Richard Davis ARCHITECT N/A ENGINEER N/A Phone: 72 924.3575 Fax: 72 924-3580 I WELDING INSPECTION REPORT DATE Monday, June 26, 2017 WEATHER TEMPERATURE WIND HUMIDITY S M T W TH F S I DAY 26th BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE90 X LOW MODERATE HIGH Report No X LOW MODERATE HIGH X TYPE OF INSPECTION: vlsuAL ULTRASONIC= =Re -Inspection DYE PENETRATION RADIOGRAPHIC MAGNETIC PARTICLEx MEMBERSIAREA INSPECTED: Base plates if four columns required new holes to be burned out to fit anchor bolts. Unused holes were plug welded. These columns were in frames line two. _ THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A X 1 VERIFICATION OF WELDERS CERTIFICATIONS X 2 WELD SIZE, LENGTH, SPACING, TYPE, SHAPE, LOCATION X 3 BASE METAL X 4 WELDING RODS AND WIRE X 5 WELDS CLEAN AND FREE OF SLAG X 6 POROSITY X 7 WARPAGE AND DISTORTION X 8 NON-METALLIC INCLUSIONS X 9 IMPERFECT FUSION X 10 UNDERCUTTING P IS X 11 CRACKING X 12 SURFACE HOLES FILE C01 X 13 DEFECTIVE WELDS MARKED DISPOSITION OF INSPECTION: AAIAA III/f/f Section / Area Approved Work In Progress t }3r,-,I l�pKO*ired COMMENTS/ACTION REQUIRED: Work wad.pl~Lfprmedas,requifg9 if�yapr�okyiE'rgs�C form revised 11/21/06 st ; Inspection Performed:. r Inspection Cerfa Registered Professio", Certified Special Inspector FBPE Certificate No: Envim..W. GmWl nl.l. Construction Materiels Tesgng.Spedal&Thmandd Insped.ns. Plan Review& Code Compliance Florida's Leading Engineering Source www.I.,ogiacan