RC-10-19-2368, 29 NE 102nd St (4)RECEIVED
MAY 12 2023
BY:
May 9, 2023
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ROCHELL ENGINEERING, INC.
Miami Shores Village Building Department
10050 N.E. 2nd Avenue
Miami Shores, Florida 33138
Re: Ulvert-Andrade Residence
21 NE 102nd Street
Miami Shores, Florida 33138
Permit No. RC10-19-2368
Dear Building Official,
Mr. Julio Torres, having performed under my supervision, the required Special Inspector
inspections for the following structural elements as applicable:
1/ inforced Masonry (FBC 2122.4 & 2122.3)
�"e-fabricated wood trusses spanning over 35 ft. (FBC 2319.17.2.4.2)
fooncrete Slabs, Beams & Columns
00 Structural Steel (FBC 2218.2)
Other (as required by Bldg. Official)
I hereby attest that to the best of my knowledge, belief and professional judgment, the structural
components of the above referenced structure are in compliance with the approved plans and
other approved permit documents. I also attest that all construction deviations from the original
permit documents and all necessary shop drawings have been filed with the Building Department
as permit revisions and are in compliance with all the provisions of the law.
This document is being prepared in accordance with the 2020 Florida Building Code (FBC) and
is being submitted to the Village of Miami Shores Building & Zoning Dept. in conjunction with
the application for a Certificate of Completion for the above referenced structure.
Should you have any questions regardi \o4g#ge please do not hesitate to contact our office.
RO
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No. 60735 * ;
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Alexander Roc ell, P.. a * : * C
Florida Professional Engineer -o STATE OF ; eJ
Registration No. 60735 �0,�•, FtOR00P,,•���'\�
1500 NW 89" Court — Su tteil l l l'oral, FL 33172 Tel: 305.649.4049
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ROCHELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 1 Date: 9/20/21
Structural Element(s) Inspected: Rear stem wall: steel columns, bottom plates & anchor bolts
and welding
Record of Structural Inspections
Inspected the followiniz elements at the rear new addition:
1- Stem wall - Horizontal wire - OK. Vertical dowels- OK.
2- Steel columns SC-1 (2); SC-2 (2)-Bottom plates welded to steel tubes HSS
4x4x5/16 - OK. Anchors bolts as per schedule A-307 Theaded anchors bolts into
concrete- OK.
This is a passing inspection
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Julio Torres — Rochell Engineering, Inc.
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No. 60735
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205 Santillane Avenue, Coral Gables, FL 33M,1ta .649.4049
Approved
O Approved as Noted
O Disapproved
Fax:305.649.4149
ROCHELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 2 Date: 2/4/22
Structural Element(s) Inspected: Renovation footing enlargement and filled cells. New
construction columns
Record of Structural Inspections
Inspected the following structural elements:
1- Renovation masonry wall filled cells.- OK.
2- Renovation footing enlargement.- OK.
3- New construction and columns C-2. — OK.
This inspection satisfies the details & specifications on the approved plans.
--- 74�
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No.60735
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STATE OF W
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Approved
O Approved as Noted
O Disapproved
205 Santillane Avenue, Coral Gables, FL 33134 el: 305.649.4049 Fax: 305.649.4149
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ROCHELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 3 Date: 2/23/22
Structural Element(s) Inspected: Roof tie beam (+9'-8") - Filled cells. Terrace beams & slab-
(Elev. = +10'-6" )
Record of Structural Inspections
Inspected the followiniz elements:
1- Roof tie beams and beams: TB-1; TB-2; RB-1, RB-3, RB-5; RB-7; RB-6; RB-4;
RB-5, RB-2 - OK.
2- Terrace slab (+10'-6") reinforced w/ #4 a,10" o.c. bottom and top as shown on
plans - OK.
3- Remaining of masonry wall filled cells & columns. — OK.
This inspection satisfies the details & specifications on the approved plans.
Julio Torres — Rochell Engineermi , Inc.
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No. 60735
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STATE OF :.W
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Approved
O Approved as Noted
O Disapproved
205 Santillane Avenue, Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149
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ROCHELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 4 Date: 3/28/22
Structural Element(s) Inspected: Concrete Rake beams
Record of Structural Inspections
Inspected the concrete rake beams at East & West elevations. Beams are reinforced
w/ 2#5 top and bottom and #3 ties A 12" o.c. throughout the whole beam per
Beam Schedule on approved Structural Plans.- OK.
Checked the embedment of the vertical reinforcement from masonry wall below
into concrete rake beams.
This inspection satisfies the details & specifications on the approved plans.
Signature:
Reporte y: Julio Torres — Rochell Engineering, Inc.
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No.60735
STATE OF [V
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Approved
O Approved as Noted
O Disapproved
205 Santillane Avenue, Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149
ROCHELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 5 Date: 4/6/22
Structural Element(s) Inspected: Roof plywood sheathing
Record of Structural Inspections
Inspected the roof Dlvwood sheathin2as follows:
The 5/8" plywood roof sheathing is attached to the roof trusses with "10d"
ringshank nails spaced A 4" on center along the perimeter panels and 6" on center
maximum at the interior panels. The nailing pattern complies with the notes
shown on the approved structural plans - OK.
This inspection conforms to the details & specifications on the approved plans.
Signature:
Reported y: Julio Torres — Rochell Engineering, Inc.
60735
STATE OF � e
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Approved
0 Approved as Noted
O Disapproved
205 Santillane Avenue, Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149
ROCHELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 6 Date: 4/11/22
Structural Element(s) Inspected: Roof trusses
Record of Structural Inspections
1- Inspected the wood roof trusses. The roof is framed with single pre -fabricated
wood trusses that are attached to the supporting structure with strap/anchor 1) at
each end.
2- The X-bracing was observed at each end truss per shown on plans. — OK.
3- Bottom wood lateral bracing is fastened with (2)-16d nails each connection —
OK.
4- Blocking between trusses where shown on approved plans — OK.
This inspection conforms to the details & specifications on the approved plans.
Signature:
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rte y: Julio Torres — Rochell Engine ``i4%11V
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No. 60735
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Approved
O Approved as Noted
O Disapproved
205 Santillane Avenue, Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149
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ROCHELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 7 Date: 5/11/22
Structural Element(s) Inspected: Roof trusses A1, A2 repair procedure per Mitek
Record of Structural Inspections
Inspected the repair procedure for the individual trusses A 1 & A2 shown on Truss
Shop Drawings. The procedure of these truss repairs were done according to the
shop drawings and repair procedure provided by Mitek on 3/3/22.
This inspection conforms to the details on shop drawings_by Mitek.
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Approved
O Approved as Noted
O Disapproved
205 Santillane Avenue, Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149
ROCHELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 8 Date: 7/11/22
Structural Element(s) Inspected: Main entrance porch ceiling, metal framing + rear
Record of Structural Inspections
Inspected the following structural elements:
1- Main entrance porch metal soffit framing attached to wall w/ '/" diameter
tapcons spaced na, 18" o.c. maximum — OK.
2- Rear metal soffit framing_per Detail 5/S-7. — OK.
This inspection satisfies the details & specifications on the approved plans.
Signature•
eported : Julio Torres — Rochell Engineerin Inc.
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No.60735
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STATE OF :AU
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Approved
O Approved as Noted
O Disapproved
205 Santillane Avenue, Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149
RGCNELL ENGINEERING, INC.
Project: Ulvert-Andrade Residence Address: 21 NE 102nd St., Miami Shores, FL.
Permit No. RC10-19-2368 Contractor: DTORR Construction
Inspection Report No: 9 Date: 8/30/22
Structural Element(s) Inspected: SK-3 STL angle at front & rear doors
Record of Structural Inspections
Inspected the Steel angle L3x30/8" continuous steel angle fastened w/ 5/8"
diameter Hilti Kwik Bolt 3 expansion anchors spaced (a, 16", on center maximum
and 4" minimum embedment into concrete. — OK.
This inspection conforms to the retrofit details by FOR SK-3.
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rted:Julio Torres — Rochell Engineering, Inc.
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No. 60735
STATE OF
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Approved
O Approved as Noted
O Disapproved
205 Santillane Avenue, Coral Gables, FL 33134 Tel: 305.649,4049 Fax: 305.649.4149
MAY 12 3
BY: �-
10670 NW 123 ST RD UNIT 104
MEDLEY, FL 33178
305-677-3888
FL State Lic. JF144091
Certificate of Compliance for Termite Protection
(As required by Florida Building Code (FBC)1816.1.7
Treatment Date: 11/05/2021
Lot/Block #:
Address: 29 NE 102 Street
Miami Shores, FL 33138
Request by: Ismael Gonzalez
Compaction done by:
Chemical Used: BIFENTHRIN
Percent Concentration: 0.06% As Per Label
Area Treated (Square Feet) 1,600 Sqq Feet
Linear Feet:
EPA Reg. No. 53883-118
Guarantee:
One free year guarantee for treatment only will be done if subterranean termites are verified
N.B. If there is any modification to the structure or flooding of any kind, the guarantee is void.
I pretreatment is done for additions only, only the treated areas will fall under this guarantee.
This guarantee does not cover damages cause by water or termite damages to structure or
contents. At the end of this free year the customer may purchased annual renewals at the rate
of $50.00 for one thousand square feet or less providing each is received within 30 days.
CHAPTER 2913-5 TERMITE PROTECTION: This building has received a complete and final.
Treatment is in accordance with rules and laws established by Florida Department of Agriculture
and Consumer Services.
Applicator:
signature:
Date: 11 /05/2021
Terra
TeckConsultant,5,
• nvironmental Consuitants • Foundations • Geotechnical Testing • Inspections • Constmction Matcriala resting • 5tructure6
SOIL LABORATORY TEST REPORT
CLIENT: HEAVENBOUND CONSTRUCTION LLC DATE: 11t10r21
PROJECT NAME: ADDITION JOB: 21-4835
PROJECT LOCATION:29 NE 102 STREET, MIAMI SHORES, FL 33138 LAB#: PA835
TESTED BY: DM
SOIL DESCRIPTION: TAN TO BEIGE LIME SAND
SAMPLE LOCATION: ON -SITE
DATE TESTED: 11/10/2021
MOISTURE DENSITY RELATIONSHIP (PROCTOR) ASTM D-1557
MAXIMUM DRY
TESTSPECIFICATION
OPTIMUM MOISTURE
LBR VALUE
ORGANIC %
DENSITY (pcf)
ASTM D-1557
9.6%
110.2
-
111.0
110.5
110.0
is 109.5
>_ 109.0
H
108.5
w 108.0
107.5
0 107.0
106.5
106.0
MOISTURE/DENSITY CURVE
4.0 6.0 8.0 10.0 12.0
MOISTURE CONTENT %
F�especftlly Submitted
Terra Tech Consultants, -Inc.
Rafael E.. Droz-Sedd,P.E
Professional En1gineer'N . 39228
State of Florida
12385 SW 129th Ct, Miami, FL 33186 (305) 256-2633
Terra Teak Consultants, Inc.
FIELD DENSITY TEST REPORT
CLIENT: HEAVENBOUND CONSTRUCTION LLC DATE: November 10- 2021
14750 SW 152 COURT JOB: 21-4835
Miami. FL 33196
PROJECT NAME: I ADIXTION
PROJECT LOCATION:`129NE 102 STREET. M1.41MI SHMES, Fl, 33138
PROCTOR DATA
Proctor
No.
SOIL DESCRIPTION
MAX. DRY
DENSITY
OPTI 'UM
MOIST.
P-4835
TAIN TO BEIGE LIME SAND
110.2
9.6
REQUIRED COMPACTION J%) 1 95% T:F::S::T::DEPTH ::PENETRATION :iINCHES) ::::::
1=2 -
FIELD DENSITY TEST RESULTS
Test
No.
Proc.
No.
TEST LOCATION
LIFT
No.
DRY
DENSITY
(%)
MOIST.
(%)
COMP.
RESULTS
I
P-1935
a�WMR OF SLAB FOR DF-\T ADDITION
Final
108.6
9.2
98,5
PAS S
2
11-4835
CEWWR (.)T-SLAB FOR TIMR-NCEADDITION
Filial
109A
8-9
99,0
PASS
3
P-483.5
(-SN'FFR OF SLAB FOR B[zi) R(-K)M 4 1 ADDITION
Final
108.9
9A
98.8
PASS
4
117835
CENTER OF SLAB FOR IT-kR PATIO AMMON
Filial
109.3 1
8.9
99.2
PASS
Commnets:
TERRA TECH INC'
-Rafael F O?�
Dr -Seda. F.E
1zrofessional Engineer No. 39228
State of Florida
12385 SW 129th Ct. Unit 4 7, Muni, FL 33186 - (305) 256-263' ,