RF-14-2784Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-234213 Permit Number: RF -12-14-2784
Scheduled Inspection Date: May 08, 2015
Inspector: Rodriguez, Jorge
Owner: , TROPICAL CHEVROLET
Job Address: 8880 BISCAYNE Boulevard 70
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: THERMA SEAL ROOFS SYSTEMS LLC
comments
COMPLETELY TEAR OFF EXISTING ROOF AND INSTALL
NEW SINGLE PLY MEMBRANE
PARTS DEPARTMENT
Passed
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number (305)754-7551
Parcel Number 1132060200770
INSPECTOR COMMENTS False
Inspector Comments
Phone: (561)223-2096
CREATED AS REINSPECTION FOR INSP-234183. CREATED AS
REINSPECTION FOR INSP-233403. CREATED AS REINSPECTION FOR
INSP-231957. CREATED AS REINSPECTION FOR INSP-231720.
CREATED AS REINSPECTION FOR INSP-225633.
Need pictures of 2 X 6 on primeter
No ladder/permit 4/24/2015
05/07/2015
CANCELLED BY LORI
May 07, 2015 For Inspections please call: (305)762-4949 Page 26 of 33
BUILDING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FB-�C^ 210 )
Master Permit No. r 1 �'
201
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION (RENEWAL
❑PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 8880 Biscayne Boulevard (8910 NE 5 Ct)
Ci Miami Shores County Miami Dade Zip
Folio/Parcel#: M70 Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Tropical Chevrolet Phone#:
Address: 8880 Biscayne Blvd
City:
Miami Shores State: Florida Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Therma Seal Roof Systems, LLC Phone#: 561-223-2096
Address: 804 Old Dixie Highway Ste 6
City:
Lake Park state: Florida Zip: 33403
Qualifier Name: Dave Wikel Phone#:
State Certification or Registration #: CCC1325862 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $
76000 Square/Linear Footage of Work: 5000
Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Dem lition
. Completely tear off existing roof and install new single ply membrane 1 ('if -t
Description of Work.
Specify color of color thru tiler
Submittal Fee $ Permit Fee $ 03 CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ 4 I 1
(Revised02/24/2014)
6- '
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such pasted ice, the
inspection will not be approved and a reinspection fee will be charged.
s
op
Signature 0:k_Signature �I
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before roe this The orreegoing instrument was acknowledged before me this
day of 20 , by l day of �� 20 ®� , by
, who ipersonally know to who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
YANILIS ALEMAN
My Comm. Expires Apr 13, 2015
as me or who has produced
identification and who did take an oath.
NQ ARY PUBLIC: `,`PpY°P s`TONI SAPIENZA
Comrr�l„i1�n # f F 042529
Expires Auacisi 4, 2017
a.=
oBonded Tnru Troy d v, insurance 890-398-7919
Sign: R° `
Print:..
Seal:
as
Zv
APPROVED BY � I Plans Examiner Zoning
(RevisedO2/24/2014)
Structural Review
Clerk
)c+I>
ROVF'AS61�MBLIES AND ROOFTOP STRUCTURES
P96
2 r � Florida Building Code Edition JW 201 OCITY
High -Velocity Hurricane Zone Uniform Permit Application Form.
Co.. Py,Sprtien A (General Information)
Master Permit No. Process No.
Contractor's Name Therma Seal Roof Systems, LLC
Job Address 8880 Biscayne Blvd Miami Shores, Florida 33138
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE se• •
es••
• • • sees••
❑ New Roof ?4Reroofing ❑ Recovering ❑ Repair ❑ O flairitenanle . • • •
.•..•• . .. •.••.•
ROOF SYSTEM • • • : • • • . •
INFORMATION �••• �••• �••••�
.••• sees •ss•s
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) a Tp$g1•(SF) ....
• • • •
•
00 •• .... 000000
•
Spctien R (Roof Plan) � •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflowtHM.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zoWa4d locatigq 8$ V • • •
parapets. •
FLORIDA BUILDING CODE — BUILDING
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
if 0
Florida Building Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section C Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA")
System Manufacturer: "t
Product Approval No.:/ 3 09, V
Design Wind Pressures, From RAS 128 or Calculations:
Pmaxl : ' °� 4 LL Pmax2: Pmax3: j
Max. Design Pressure, from the specific Product
Approval system:_
Deck:
Type:
Gauge/Thickness:
�r
Slope:
Anchor/Base Sheet & No. of Ply(s): ®'®
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
D �
Base Insulation Size and Thickness:
Base Insulation Faste r/ odeg Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastenep'Rp ng Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material•
Ply Sheet Fastener/Bonding Material:
Top Ply: 9410 077V
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: " oc @ Lap, #JR ^ LO" oc
Perimeter: " oc @Lap _ @
W'oc;
Corner: ," oc, @ @ oc
Number of Fasteners Per Insulation Board:
Field4— - 11 —
Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocldng, Gutter, Edge Termination, 811 , m g, Flashing,
Continuous Cleat, Cant Strip,13aspe lashing, ounter- • • ...
Flashing, Coping, Etc. • • • •
Indicate: Mean Roof Height, P@tltptHeight, Heigh of Base•:
Flashing, Component Material *Msterial Thickness, Fastener
Type, Fastener Spacing or Submit • sees V006:
•
6009 0000 90:09
....9. 99.9 ...e.
99 9e 9069 900004
9
96.0.9 6 6
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Forensic Engineering C_ , Inc.
MEMBRANE ATTACHMENT CALCULATIONS
Project Name Tropical Chevrolet - Roof Areas "N'& "B" Report No.: CIS -MB -14.018
Project Address 8880 Biscayne Boulevard
Miami Shores, FL
Deck Substrate Steel Insulated Max. Roof Height 26.0 Feet
Configuration Low Slope Roof Area (Total) 14425 Sq. Ft.
Category II Roof Width 85.0 Feet
Exposure Condition C Perimeter Width 8.5 Feet
Building Type Enclosed Parapet Height 0.0 Feet
Base Wind Speed 175 mph
Slope V 0.0 Slope H 12.0 Slope Angle° 0.00
Uplift Pressures qZ = 0.00256 KZ K,t Kd V2 P = qZ (GCp - GCpi)
qZ KZ Kzt Kd V GCp GCpo
63.832 0.953 1.005 0.85 175 -1.00 0.18 Field
-1.80 0.18 Perimeter
-2.80 0.18 Comer e .
Field Pi A -75.32 psf PI wd -45.19 psf
• • • • • •
Perimeter P2 wt -126.39 psf P2 asd -75.83 psf a
Comer P3 WL -190.22 psf P3 wd -114.13 psf ...:..
•
••.• well
Proposed System Johns Manville TPO Single Ply Roof System •
ewes.:
see• •ewe
Product Approval No. 13-0828.04 (Page 21 of 25) Fastening # 1 .. e.
eeeee
•
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System Design Pressure -52.5 psf .• .. w...
"lee
......
Membrane Full Width 96 inches Side Lap 6 inches Net Wiath e * o igches
X90
Membrane Red. Width 66 inches Side Lap 6 inches Net Width . VG lildhes
•
Membrane Red. Width 46 inches Side Lap 6 inches Net Width 40iiraches
:
Fasteners Approved High Load Fasteners and Plates
Fastener Spacing in Lap of Membrane 6 inches # Rows 1
Min. Characteristic Resistance Force -196.88 Ibf -434.1 Ibf (Low MCRF - TAS -105 Tests)
Fastener Spacing {(MCRF/Pt) x 144)/Row Spacing
Full Width Membrane Reduced Width Addl. Reduced Width
Field Fastener Spacing 6.97 10.46 15.68
Perimeter Fastener Spacing 4.15 6.23 9.35
Comer Fastener Spacing 2.76 4.14 6.21
RECOMMENDED MEMBRANE ATTACHMENT PATTERN
Field Rows @ 90" o.c. Full Width Sheet 6 inches on center
Perimeter Rows @ 60" o.c. Reduced Width Sheet 6 inches on center
Corner Rows @ 40" o.c. Reduced Width Sheet 6 inches on center
These calculations have been done in accordance with ASCE 7-10, based on the information provided by the
contractor. The roof system must be installed in accordance with the FSC & manufacturer's recommendations.
Sincerely
Forensic Engineering Consu1tents, Inc.
u ri,
s l=�
R. N. Sailappan, P.E.
Principal Engineer
Florida Registration No. 46696
Forensic Engineering Consultants, Inc. (CA # 8265), P.O. Box Q70034, Boca Raton, FL -33497 Ph (561) 9018490 Fax (561) 218 3830
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TESTING APPLICATION STANDARD (TAS) No. 105-11
APPENDIX TAS 105-A
FIELD WITHDRAWAL RESISTANCE TEST RESULTS
GENERAL INFORMATION:
Job Name:
Job Address:
Job Site Contact:
Tropical Chevrolet
8880 Biscayne Blvd.
Miami Shores, FL
Therma Seal Roof Systems, LLC
561-223-2096
TESTING AGENCY/EQUIPMENT INFORMATION:
Note: The undersigned acknowledges that all testing has been conducted and
results have been reported in compliance with TAS 105 Appendix T105 -A
Testing Agency:
Cleary Inspection Services, Inc.
Address:
1017 North "H" Street
•
Lake Worth, FL 33460
•.. • ;
0000..
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•
Telephone:
(561) 722 - 9881
• �;
.. 0000..
Fax:
(561) 582 - 8039
0000
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Email:
clearyinspections@kcwand.com
0000
0000 0000.
Representative Name:
Katherine I. Cleary
**:so:
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see*
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Title:
Inspector
:••:•:
•• •�
Test Apparatus: COMTEN MODEL # DFG2W2000, SERIAL # 20606019:.. •' •
0000.. 0000..
:see*:
0000
BUILDING/ROOF SYSTEM INFORMATION: Roof "A"
Approx.
Roof Area Height:
Height: =
26 ft.
Roof Area Dimensions:
Length: =
133 ft.
Second largest dim.: =
31 ft.
Total roof area: =
3475 ft.2
Perimeter width: =
3.5 ft.
Perimeter area: =
964.8 ft.2
Comer area: =
178 ft.2
Parapet Height: =
N/A ft.
BUILDING/ROOF SYSTEM INFORMATION: Roof "B"
Approx.
Roof Area Height:
Height: =
21 ft.
Roof Area Dimensions:
Length: =
180 ft.
Second largest dim.: =
70 ft.
Total roof area: =
10950 ft.2
Perimeter width: =
8.5 ft.
Perimeter area: =
3268.3 ft.2
Comer area: =
722.5 ft.2
Parapet Height: =
1 ft.
1
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Tropical Chevrolet
8880 Biscayne Blvd.
Miami Shores, FL
Cleary Inspection Services, Inc.
Tel. (561) 722-9881, Fax (561) 582-8039
Email: clearyinspections@kcwand.com
FASTENER INSTALLATION INFORMATION: Roofs "A" and "B"
Is the fastener a self driller?
Yes
Tool: Rigid 18v. Drill
0-1800 rpm's
Fastener type:
#15
Fastener Manufacturer:
OMG
TEST INFORMATION: Roof "A"
439.5lbf
Test Date:
11/24/2014
Number of Test Conducted
10
*Note the Location of all tests on 'Building Information',
attached.
� •
FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET • • •
Deck:
0 0
. St0e1
See TAS 105-11 to determine number of tests
. 0000 • a • • • • •
SSSS Soso
ROOF "A"
SAMPLE NO.
PLAN IDENTIFIER
INITIAL
FAILURE
LOAD
FIELD
•• ••
• • • • • •
PERIME• R •
•
SSSS
•
Cbl
1
T1
425
439.5lbf
'..'..
2
T2
450
X
SSSS
3
T3
525
X
4
T4
375
X
5
T5
515
X
6
T6
495
X
7
T7
475
X
8
T8
450
X
9
T9
500
X
10
T10
500
X
STATISTICAL ANALYSIS: ROOF "A"
No. of Tests
't' Estimator
Mean Failure Load:
Sample Standard Deviation:
Minimum -Characteristic Resistance Force:
K
n=
10
f =
2.262
F=
471 lbf
SF=
43.981bf
F'=
439.5lbf
SSSS••
SSSS•
•
SSSS•
•
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. .
......
•
••••
•.••
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•
•• •
.• •
•
Tropical Chevrolet Cleary Inspection Services, Inc.
8880 Biscayne Blvd. Tel. (561) 722-9881, Fax (561) 582-8039
Miami Shores, FL Email: clearyinspections@kcwand.com
TEST INFORMATION: Roof "B"
Test Date: 11/24/2014
Number of Test Conducted 13
*Note the Location of all tests on 'Building Information', attached.
FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET
Deck: Steel
* See TAS 105-11 to determine number of tests
ROOF "B"
SAMPLE NO.
FLAN IDENTIFIER
MTIAL
FAILURE
LOAD
FIELD PERIMETER
CORNU
1
T1
450
X....
•• •
2
T2
400
X 0.00••
••
3
T3
550
0000..
X
4
T4
450
X'....'
0000.0
5
T5
500
X 00.00•
0.00
6'
T6
420
X• o 0
sees
7.
T7
425
X:
8
T8
480
X 09600
9
T9
415
0•
X
6966
•
10
T10
420
X
11
T11
475
X
12
T12
500
X
13
T13
490
X
STATISTICAL ANALYSIS: ROOF "B"
No. of Tests
't' Estimator
Mean Failure Load:
Sample Standard Deviation:
Minimum -Characteristic Resistance Force:
Sincerely,
Cleary ' ns Service, Inc.
Katherine I. Cl
Miami -Dade Lab Certification No. 11.0211.01
3
n=
13
t' =
2.179
F=
459.6lbf
SF=
42.131bf
F'=
434.1lbf
0000..
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0000..
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I �Ilz
RN. Sailappan, P.E.
Florida Registration No. 46696
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Cleary Inspection Service, Inc.
Telephone (561) 722-9881
Fax (561) 582-8039
Email: clearyinspections@kcwand.com
Notes:
1. Use of the results herein to determine the required number of
fasteners for insulation attachment or an acceptable anchor or base
sheet fastener spacing, as outlined in TAS 117, shall utilize the
minimum characteristic resistance for (F') determined in compliance
with Section 9 of TAS 105. No margin of safety shall be applied to
field withdrawal resistance test results determined in compliance with
TAS 105.
2. A safety factor of 2 to 1 shall be applied to all results of laboratory
testing.
6 6
0000.
3. The following pages shall be completed for each roof area and' :
:00000
� ,•••••
•
00 6
included with all Field Withdrawal Resistance Test Recording"ts.
0
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Tropical Chevrolet .. 9 6 6 9
0•
9
8880 Biscayne Blvd. •
9 6 • • •• • •
9969
Miami Shores, FL ••�• ;
;6696
6�•�
Test Date: 11/24/2014
Soso
Roof Area Building and Parapet Heights.
(If no parapet exists, "N/K)
Roof "Afl
N/A
26'
Ground Level
Page 4
Roof "B"
and Level
'Building Information Sheet'
Tropical Chevrolet
8880 Biscayne Blvd.
Miami Shores, FL
Test Date: 11/24/2014
T
63'
T12
T1 T13
T2
31' T1
T2
T3 T3 Slope Roof
T4
T4
133' T5 T9
180' 1
Roof "B" 14'
T6
T7
T5 T8 36'
Roof "A" T9
T10 -A /
70'
Cleary Inspection Service, Inc.
Tel. (561) 722-9881
Fax (561) 582-8039
Email: clearyinspections@kcwand.com
58'
•so•s•
• 0 • 0000•0
0606 • 0606 • •
T11 ••06••00 0 e• see*:*
•0000• •
.... .... •••s•• • .
3...... .... .....
T�
osses goes 00.0.0
•
Roof 6i Bf1 • 00. 0 0 0 •
• •
• • • • 00.01•
•0000•
T10 ..
gee '
....
0 0000
18' 0 0 •
T8 I60'
M
NOT DRAWN TO SCALE
Drawings & measurements are approximate representation of field layout
Page 5
CERTIFICATE OF CALIBRATION .
TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
AND PERFORMED IN ACCORDANCE WITH IS010012-2003
THIS DEVICE IS CERTIFIED TO BE WITHIN +/- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT
THE TIME OF SHIPMENT
CERTIFICATE NUMBER: 21367 CALIBRATION DATE: 8/18/2014
PART AND CUSTOMER INFORMATION
,..:dam•
q.
MODEL #: DFG2W2000
SERIAL #: 20606019
CUSTOMER: CLEARY INSPECTION SERVICE
CUSTOMER#: CLE33460
?
r' •� ' + F s {R a i �S.
CALIBRATION DATA
Calibration not valid without CERTIFIED stamp and initials
APPLIED EXPECTED
FULL
VALUE VALUE
RUN
AVERAGE •
SCALE
(LB) (LB)
(LB)
ERR4V.•.
0.00 0.00
0.000
...... 0.0tr0 0..0
0.001 ...:
200.00
;�•
.
400.00 400.00
394.000
• • • • . 394.080' • • • .
-0.300%
600:00
0000 0•••
00.00
800.00 800.00
797.000
...... 797.0%%
-0.15Q°�•...
1000.00
000000 .
.•
1200.00 1200.00
1205.000
• 0 ;205.0n..:.
0.250%o •
1400.00
; ••. •
�.�.•
1600.00 1600.00
1605.000
0 0
0 0 *1 605.09q
0.250%
1800.00
.
2000.00 2000.00
2007.000
2007.000
0.350%
CALIBRATION EQUIPMENT USED
SERIAL #1: 21404075
SERIAL #2:
CAL EQUIP: COMTEN INDUSTRIES load cell PSB5000,
PS85000 S/N 20804027 and CQTM1000 S/N 20408026
were calibrated at Com -Ten Industries.
CAL DATE: according to Internal standard and conforming
4122!2014 to ISO/IEC 17025 and ANSI/NCSL Z540.1. The
uncertainty Is 1.33 Lbf. Report
No:21404075A0422
THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
CONDITIONS
TEMPERATURE 75°F
RELATIVE HUMIDITY: 28%
AS FOUND NOTES: ( * Indicates that the part was out of tolerance)
VALIDATION
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CALIBRATION
PERFORMED::'°
BY: CCtivjp
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Calibration not valid without CERTIFIED stamp and initials
640549th Street North, Pinellas Park, FL 33781-5724 * 727-520-1200 * FAX 727-520-0299
E -Mail: sales@com-ten.com * Web: www.com-ten.com
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MIAMI -RADE n, ,-
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MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Florida 33175-2474
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami,
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidadeggy/economi
Johns Manville Corporation
71717'" Street
Denver, CO 80202
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) • •
reserve the right to have this product or material tested for quality assurance purposes. V thio Produolt•or • • • • •
material fails to perform in the accepted manner, the manufacturer will incur the expengs of s$ch teoing • • •
and the AHJ may immediately revoke, modify, or suspend the use of such product or matwis&withi$ tpleir' ....:.
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by MDade County �.
Product Control Section that this product or material fails to meet the requirements of Wfticablq "". •
0000 0000 0000•
building code. •••••• •••• ••�••'
This product is approved as described herein, and has been designed to comply with thbTlhrida Buildeing Code • • • •
including the High Velocity Hurricane Zone of the Florida Building Code. •
.0000.
DESCRIPTION: JM TPO Single Ply Roofing System over Steel Decks.009 .6000.
•. 0 •00.
LABELING: Each unit shall bear a permanent label with the manufacturef's name or logo, city, sate land
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12-0605.02 and consists of pages 1 through 25.
The submitted documentation was reviewed by Jorge L. Acebo.
. LyJ
NOA No.: 13-0828.04
Expiration Date: 12/24/14
MIAMMADE CO tM Approval Date: 02/20/14
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Page 1 of 25
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ROOFING SYSTEM APPROVAL
Category
Roofing
Sub -Category:
Single Ply Roofing
Material:
TPO
Deck Type:
Steel
Maximum Design
Pressure: -105 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
JM TPO 45 45 mils thick ASTM D6878 Polyester reinforced Thermoplastic
TAS 131 Olefin single ply membrane.
JM TPO 60
60 mils thick
ASTM D6878
Polyester reinforced Thermoplastic
TAS 131
Olefin single ply membrane.
JM TPO 80
80 mils thick
ASTM D6878
Polyester reinforced Thermoplastic • •
TAS 131
Olefin single ply mimbrke.
• • • • • •
JM TPO FB 115
60 mils thick
ASTM D6878
TAS 131
Polyester reinforced,•fle®cae bacW,..'
Thermoplastic Olei %1*e ply -
membrane. 4,•,. •,
•,a..,
•
JM TPO FB 135
80 mils thick
ASTM D6878
Polyester reinforcedv Mew backed. . .
� � ; � � •
TAS 131
Thermoplastic Olefin single ply..:.
. , ....
membrane. • ° • • • •
•
JM Urethane Insulation
1 gal.
Proprietary
A one part, cold-aWlie4 adhesile • •
• ° • •
Adhesive
.. . ....
JM Two Part Urethane
Various
Proprietary
A two -component, cold -applied • • •
Insulation Adhesive
adhesive
JM TPO Membrane
5 gal.
Proprietary
A synthetic rubber -based adhesive used
Adhesive (Solvent -Based)
on single ply roofing membranes.
JM TPO Membrane
5 gal.
Proprietary
A synthetic rubber -based adhesive used
Adhesive (Low VOC)
with fully or partially adhered TPO
roofing membrane systems.
JM TPO Membrane
5 gal.
Proprietary
A polymeric, wet laying (single side
Adhesive (Water -Based)
application), low-VOC adhesive.
JM TPO Primer
3 gal.
Proprietary
A synthetic polymer -based. primer.
JM TPO Primer
3 gal.
Proprietary
A low VOC, synthetic polymer -based
(Low VOC)
primer.
JM TPO Walkpad
552" x 30" x 50'
Proprietary
Textured walkway protection membrane
JM TPO Detail Membrane
24" x 50'
TAS 131
Non -reinforced membrane for wrapping
pipe flashings and vertical stacks and for
waterproofing joints of JM TPO Coated
Metal.
NOA No.: 13-0828.04
Expiration Date: 12/24/14
Approval Date: 02/20/14
Page 2 of 25
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Membrane Type: TPO
Deck Type 2I: Steel, Insulated
Deck Description: Min 18-22 ga., 80 ksi steel decking attached to steel supports spaced 6ft. o.c.
using Traxx/5 fasteners spaced 6" o.c. (at the bottom flute) and with side laps
fastened with three Traxx/1 screws spaced evenly between supports.
System Type D(1): Membrane attached over preliminary fastened insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are
not approved and shall not be installed unless said accessories demonstrate compliance with
prescriptive Florida Building Code requirements and are field fabricated utilizing the approved
membranes listed in Table 1. The following assembly is approved to a maximum design pressure
listed with specific fastening patterns. No substitutions shall be made.
Base Insulation Layer Insulation Fasteners Fastener Density/ft2
(Table 3)
ENRGY 3, ENRGY 3 25 PSI, ValuTherm, ValuTherm 25 PSI, R Panel, R Pane125 PSI, ENRGY 3
AGF, ENRGY 3 AGF 25 PSI, ValuTherm AGF, ValuTherm AGF 25 PSI, ENRGY 3 CGF,
ENRGY 3 CGF 25 PSI, ValuTherm CGF, ValuTherm CGF 25 PSI, ENRGY 3 FR, ENRGY 3 FR
25 PSI • •
Minimum 1.5" thick
Top Insulation Layer (Optional) Insulation Fasteners Fas '•Aensiti7fi.' • •
(Table 3) • • • • • • •
*of ••••
DensDeck, JM SECUROCK Gypsum -Fiber Roof Board, Invinsa Roof Board *:6000 • 00000
Minimum 114" thick N/A • • • •Na • •
Note: All insulation shall have preliminary attachment, prior to the installation of the roofMit
membrane at a minimum application rate of two fasteners per board for insulgtion toard s having
no dimension greater than 4 ft., and four fasteners for any insulation board having jio dim Win
greater than 8 ft. " • seat
Membrane: JM TPO mechanically fastened to the deck through the insulation as destribed
below; side laps are sealed with a 1.5 -inch wide heat weld.
Fastening #1: Membrane is mechanically attached using High Load fasteners and plates spaced
6" o.c. within laps of an 8 ft. wide sheet.
Maximum Design Pressure -52.5 psf. (See General Limitations # ;9
Fastening # 2:
Membrane is mechanically attached using Extra High Load fasteners and plates
spaced 12" o.c. within laps of an 8 ft. wide sheet.
Maximum Design Pressure -45 psf. (See General Limitations # 7)
Fastening #3:
Membrane is mechanically attached using High Load fasteners and plates spaced
6" o.c. within laps of a 10 ft. wide sheet.
Maximum Design Pressure -45 psf. (See General Limitations # 7)
Fastening #4:
Membrane is mechanically attached using Extra High Load fasteners and plates
spaced 12" o.c. within laps of a 10 ft. wide sheet.
Maximum Design Pressure -45 psf. (See General Limitations # 7)
Fastening # 5:
Membrane is mechanically attached using Extra High Load fasteners and plates
spaced 6" o.c. within laps of a 10 ft. wide sheet.
Maximum Design Pressure -52.5 psf. (See General Limitations # 7)
Maximum Design
Pressures:
See Fastening Pattern. (See General Limitations # 7)
NOA No.: 13-0828.04
Expiration Date: 12/14/14
rGMI-naue COUNTYM
Approval Date: 02/20/14
Page 21 of 25
STEEL DECK SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field
withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and
density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and
Roofing Application Standard RAS 117 and/or RAS 137, calculations shall be signed and sealed by a Florida
Registered Engineer, Architect, or Registered Roof Consultant.
2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22
gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c.
GENERAL LEVIITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 2040 lbsJsq., or mechanically attached using the fastening pattern of the
top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel
size shall be 4' x 4' maximum. ......
4. An overlay and/or recovery board insulation panel is required on all applicatift evIr clokd c; ll foam •.
insulations when the base sheet is fully mopped. If no recovery board is used the bass.sleet slVd?Jv•applie•.d„..;•
using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip me4ad 8" ribbons in three • • •
rows, one at each sidelap and one down the center of the sheet allowing a contipms. area af•uentilatior.
Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in eWribbon to fIIUw crosq: • • •
ventilation. Asphalt application of either system shall be at a minimum rate of* f l �lt:Jsq. • •l 186. Spat . .. •
attached systems shall be limited to a maximum design pressure of -45 psE • • • • • • • •
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic 174ce tF'valug of 2.75 lbf.,... •: •
as tested in compliance with Testing Application Standard TAS 105. If the fastenerovalu e,•as fie=d tWd, are. • • • •
below 2751bf. insulation attachment shall not be acceptable. • • *see •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based6i a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official, a
revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas.
Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with
Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a
Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this
limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform
with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening
at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is
specifically referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance*audit in accordance with the Florida Building Code
and Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-0828.04
�aaE counmr Expiration Date: 12/24/14
rpArt►
E Approval Date: 02/20/14
Page 25 of 25
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