RC-06-22-1396 Engineer Ltr 1280 NE 101 StSkyRock,Engineering, Inc
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STATEMENT OF INSPECTION
September 26, 2022
To: Miami Shores Village Building Department
10050 N.E.2nd Avenue,
Miami Shores, Florida 33138
Re: Silberstein Residence, Interior Renovation
1280 NE 101st Street, Miami Shores, FL.
www.skyrockeng.com
Type of Inspection: Reinforced masonry, Section 2122.4 of the FBC 7TH Edition (2020)
Steel framing and connections, CMDC Article II Sect. 8-22
Dear Building Official:
I, Aimee Rodriguez, a registered professional engineer in the state of Florida, do hereby certify that I
have performed the special inspection for the reinforced masonry, and steel framing and connections at
the above referenced project.
To the best of my knowledge, belief and professional judgment, the inspected and approved structure
and components are in accordance with the Florida Building Code, and are in substantial compliance
with the approved construction drawings.
Please, if you have any question or need additional information, do not hesitate to contact me at your
convenience.
Thanks for your attention.
Sincerely,
M
Aimee Rodriguez, PE 69701
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No 69'0' * Rodriguez
s O: STATE OF 4U Date:
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2022.09.26
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THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
AIMEE RODRIGUEZ ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
Phone: 786. 285.7157 Fax: 305.258. 3345 Email: aimee@skyrockeng.com
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5635 Dewer Street, 11ollov od I-T 33023
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WELDER PERFORMANCE QUALIFICATION RECORD
Client: JAM Welding Service, Inc-
Address: 5818 SW 68w Street, South Miami, Florida 33143
—
Welder's Name: Ernesto Perez A.W.S. Accredited Testing Facility No: 990203 Test No: 19-356
Welder's S/S No.: XXX-XX-7240 I Date Tested: 12/30/2019 ^ WPS: Reference A.W.S. D1.3 Code, Par. 3.3
VARIABLE
QUALIFICATION TEST DETAIL
QUALIFICATION RANGE
Welding Process
FCAW-S
FCAW-S
Type
Semiautomatic
-T- _ -N/A ---� - — - -- - -
— Semiautomatic ---
Backing
Required if used-
Base Metal Specification - No.
Carbon Steel: M-1, Group 1 or 2 — Galvanized
Carbon Steel: M-1, Group 1 or 2 - Galvanized
Pipe/Plate Thickness - Groove
N/A
N/A _
Pipe/Plate Thickness - Fillet
12 gauge sheet / 0.1084"
0.1084" and thicker
Pipe Diameter- Groove
N/A
- N/A
Pipe Diameter - Fillet
f of N/A
N/A
Filler Metal Specification No.
ANSI/AWS A 5.20
_ ANSI/AWS A 5.20
Classification No.
E71T-1
E71T-1
F_No. I A No.
F61 Al f
F6 I Al
Filler Metal Diameter
0.035"
0.035"
-
Deposited Weld Thickness
0.1084'
_
0.1084" through Unlimited
Current Polarity
DCEN
DCEN
Current Range
T Range: 2-20-230 Amps
Range: 190-245 Amps
Wire Feed Speed
- -- - -
200 — 230 ipm.
- ------------28
230 — 340 ipm.
-
Volts
— 30
26 - 31-
Position
Test Position: 4F
_ Groove: N/A Fillet: F, H, OHT
Vertical Progression
N/A
N/A
EXAMINATION RESULTS
Bend Test Results: Acceptable Report No.: 19-356
Bend Testing Conducted By: Guillermo Cardona
—
Welding Witnessed By: Guillermo Cardona, C.P.I. Cert. # 14146171 Visual Inspection: Pass
CERTIFICATION STATEMENT
We 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 thAJaWst edition of ANSI/AWS D1.1 — Structural Welding Code - Steel.
Reviewed By: r� Date: 12/30/2019
David Ortigoza, A.W.S., S.C. .I. Ce . #: 9 80018
David Ortigcu
$ SC1rrl 97080018
QC1 EXP.8/1/2021
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561
NDT and Inspections, Inc.
5635 Delver .Slreel, Hollywood, Fl_ 33023
954-625-7544 rrrllimnec7ionsinc rrruil.(Will
WELDER PERFORMANCE QUALIFICATION RECORD
Client: JAM Welding Service, Inc_ I Address: 5818 SW 68th Street, South Miami, Florida 33143
Welder's Name: Ernesto Perez A.W.S. Accredited Testing Facility No: 990203 Test No: 19-356
Welder's S/S No.: XXX-XX-7240 Date Tested: 12/30/2019 WPS: Reference A.W.S. D1.3 Code, Par. 3.3
VARIABLE QUALIFICATION TEST DETAIL QUALIFICATION RANGE
Welding Process
FCAW-S
FCAW-S
_ - Type
Semiautomatic _
! Semiautomatic
Required if used
'
Backing
N/A
Base Metal Specification - No.
_ Carbon Steel: M-1, Group 1 or 2 — Galvanized
Carbon Steel: M-1, Group 1 or 2 - Galvanized
Pipe/Plate Thickness - Groove
_ N/A
N/A
;
Pipe/Plate Thickness - Fillet
12 gauge sheet / 0.1084"
0.1084' and thicker
Pipe Diameter- Groove
N/A
N/A
Pipe Diameter - Fillet
NIA
N/A
Filler Metal Specification No.
ANSIJAWS A_5.20
ANSI/AWS A 5.20
Classification No.
E71T-1
E71T-1
F6 / Al
F No. / A No.
F6 / Al
Filler Metal Diameter
0.035"
0.035"
Deposited Weld Thickness
_
0.1084"
0.1084" through Unlimited
Current Polarity
DCEN
DCEN
- - Current Range
Range: 220-230 Amps
Range: 190-245 Amps
Wire Feed Speed
200 —230 ipm.
230 — 340 ipm.
Volts
28 — 30
26 - 31
Position
Test Position: 4F
Groove: N/A Fillet: F, H, OH ^
Vertical Progression
N/A
N/A
EXAMINATION RESULTS
Bend Test Results: Acceptable _ Report No.: 19-356
li
Bend Testing Conducted By: Guillermo Cardona
Welding Witnessed By: Guillermo Cardona, C_P.I. Cert. # 14146171 Visual Inspection: Pass
CERTIFICATION STATEMENT
;
1
We certify that the statements in this record are correct and that the test welds were prepared, welded, and tested in accordance
4
with the requirements of the..Ia# t edition of ANSI/AWS DI A — Structural Welding Code - Steel.
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Reviewed By: .''' Date: 12/30/2019
David Ortigoza, A.W.S., S.C. .I. Ce . #: 9 80018
David Ortigoza
0�1 SCWI 97080016
-
i
QC1 EXP.8/1/202.1
ND T and Inspections, Inc.
954-621-7 44 rrr/!lit.SJJL'[Ylnllsur('Rgutnil.ca►t�
WELDER PERFORMANCE QUALIFICATION RECORD
Client: JAM Welding Service, Inc. Address: 5818 SW 681h Street, South Miami, Florida 33143
Welder's Name: Orilene Delgado A.W.S. Accredited Testing Facility No: 990203 Test No: 19-354
Welder's S/S No.: XXX-XX-3014 I Date Tested: 12/30/2019 WPS: Reference A.W.S. D1.3 Code, Par. 3.3
VARIABLE
QUALIFICATION TEST DETAIL
QUALIFICATION RANGE
Welding Process
FCAW-S
FCAW-S
Type_
Semiautomatic
Semiautomatic
_
Required if used
Backing
N/A
Carbon Steel: M-1, Group 1 or 2 - Galvanized
Base Metal Specification - No.
Carbon Steel: M-1, Group 1 or 2 - Galvanized
T
N/A
Pipe/Plate Thickness - Groove
N/A
Pipe/Plate Thickness - Fillet
12 gauge sheet / 0.1084"
0.1084" and thicker
Pipe Diameter- Groove
- N/A- _-��
N/A
--
-
Pipe Diameter - Fillet
N/A
N/A
Filler Metal Specification No.
ANSI/AWS A 5.20
ANSI/AWS A 5.20� -
`
Classification No.
w_ E71T-1 -�
E71T-1
v - F No. / A No.
F6 / Al
F6 / Al
Filler Metal Diameter
0.035"
0.035"
Deposited Weld Thickness
0.1084"
0.1084" through Unlimited
Current Polarity
DCEN
DCEN
,
Current Range
Range: 220-230 Amps
-
Range: 190-2335 Amps
230 - 340 ipm.
- - • - • - -
Wire Feed Speed
J--- T
200 - 230 ipm.
-- - - - -
Volts
28 - 30
26 - 31
i Position
Test Position: 4F
Groove- N/A Fillet: F, H, OH
f
Vertical Progression
N/A
NIA
EXAMINATION RESULTS
Bend Test Results: Acceptable
Report No.: 19-354
Bend Testing Conducted By: Guillermo Cardona
Visual Inspection: Pass
Welding Witnessed By: Guillermo Cardona, C.P.I. Cert. # 14146171
CERTIFICATION STATEMENT
We 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 the latest edition of I/AWS D1.1- Structural Welding Code - Steel.
Reviewed By: Date: 12/30/2019
David Orligoza, A.W.S., S.C. .I. C 7U8D018
David Ordgoza
SCWI 97080018
QC1 EXP.8/1/2021