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RF-14-1500 cc ) q_,SZy
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-224929 Permit Number: RF-7-14-1500
Scheduled Inspection Date: January 30, 2015 Permit Type: Roof
Inspector: Rodriguez,Jorge
Inspection Type: Final Roof
Owner: PROPERTIES LLC, SHORE SQUARE Work Classification: Flat
Job Address: 9099 BISCAYNE Boulevard BURGER
WIWI-
Miami Shores, FL 33138- Phone Number (305)779-8040
Parcel Number 1132060110040
Project: <NONE>
Contractor: R& K CONTRACTING INC Phone: (954)484-9339
Building Department Comments
RE-ROOF EXISTING FLAT ROOF W/DURO-LAST Infractio Passed Comments
SINGLE PLY WHITE PVC RE-ROOF SLOPED ROOF INSPECTOR COMMENTS False
OVER DRIVE-THRU W. STANDING SEAM METAL PANEL
ROOF
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-224837. CREATED AS
REINSPECTION FOR INSP-218963. CREATED AS REINSPECTION FOR
INSP-215806. Print photos.
Need permi/inspection for gas stack.
Failed ❑ Overflow scupper not per code
Roof OK. Missing gas stack inspection
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
January 29, 2015 For Inspections please call: (305)762-4949 Page 14 of 34
` • Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-217371 Permit Number: RF-7-14-1500
Scheduled Inspection Date: August 12, 2014 Permit Type: Roof
Inspector: Rodriguez,Jorge
Inspection Type: Roof in Progress
Owner: PROPERTIES LLC, SHORE SQUARE Work Classification: Flat
Job Address:9099 BISCAYNE Boulevard BURGER
w1kitl
Miami Shores, FL 33138- Phone Number (305)779-8040
Parcel Number 1132060110040
Project: <NONE>
Contractor: R& K CONTRACTING INC Phone: (954)484-9339
Building Department Comments
RE-ROOF EXISTING FLAT ROOF W/ DURO-LAST Infractio Passed Comments
SINGLE PLY WHITE PVC RE-ROOF SLOPED ROOF INSPECTOR COMMENTS False
OVER DRIVE-THRU W. STANDING SEAM METAL PANEL
ROOF
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-215805. 3/4 DONE WILL PRINT
PHOTOS
cs Q V A-IZ7-9:-_
Failed
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 11, 2014 For Inspections please call: (305)762-4949 Page 24 of 39
I N G E L M O Civil,
structural
Engineering
ASSOCIATES • PA Design
Consulting
C.A.No.26864
July 31, 2014 pingelmoC@inoelmo.biz
www.ingelmo.biz
Mr. Ismael Naranjo, Building Official
Miami Shores Village Building Department
Miami Shores, Florida 33138-0000
RE: Burger King Restaurant
9099 Biscayne Blvd, Miami Shores, Florida
Permit No. CC-3-14-388
Dear Mr. Naranjo:
Pursuant to a request by management, the undersigned visited the above referenced site
on July 25, 2014 to review a structural condition located at the prefabricated wood trusses
support at the south end of the building. The support was altered in order to allow the
prefabricated wood trusses to fit the condition that existed in the field.
We requested to have additional wood members be added at this location in order to
compensate for this alteration. As a result and after the remedial action noted was
completed we find the existing condition to be structural acceptable.
We hereby state that to the best of our knowledge, belief and professional judgment those
portions of the structure outlined above meet the intent of the Florida Building Code and
are in substantial accordance with the approved plans.
Please feel free to contact me should you have any questions or require any additional
information.
Sincerely,
galngelmo, P.E.
O ASSOCIATES PA
Principal
PI/mn
cc:file
250 Catalonia Avenue,Suite 301 o Coral Gables,FL 33134 o Tel:305-461-6009 Fax:305-461-6010
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RECEIVED
19
►�� Miami Shores Village
�S19 Building Department JUL 14 2111114
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel: (305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 1C7
BUILDING Master Permit No.C�Cj-3-14i-388
PERMIT APPLICATION 'sub Permit No. I"�� I� —100
❑BUILDING ❑ ELECTRIC -_� ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-Ir
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 9099 BISCAYNE BLVD. (BURGER KING #3711)
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 1132060110040 Is the Building Historically Designated:Yes NO
I
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE:
OWNER: Name(Fee Simple Titleholder):SHORE SQUARE PROPERTIES, LLC. Phone#: (305) 779-8040
Address:696 125TH STREET r
City: MIAMI State: FL Zip; 33161
Tenant/Lessee Name: BURGERikING Phone#:
Email:
CONTRACTOR:Company Name: R&K CONTRACTING, INC. Phone#: (954)484-9339
Address: 11700 NW 25TH STREET
City: PLANTATION State: FL Zip: 33323
Qualifier Name: K. STEPHEN SMITH II Phone#: (954) 214-3682
State Certification or Registration#: CCC-1326291 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$37,500 Square/Linear Footage of Work: 2,750 SF
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace El Demolition
Description of Work: RE-ROOF EXISITING FLAT ROOF W/ DURO-LAST SINGLE PLY WHITE PVC r
RE-ROOF SLOPED ROOF OVER DRIVE-THRU W/ STANDING SEAM METAL PANEL ROOF
Specify color of color thru tile:
Submittal Fee$�V . Permit Fee$ /`w CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ rl
TOTAL FEE NOW DUE$ �� ( �J V
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State 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 posted notice, the
inspection will not be approved and a rection fee will be charged.
. Stephen Smith 11
President
Signature Signature R&K Contracting, Inc.
WOWNERorAGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument s acknowledged before me this
/ day of /'.,-�/U�C/ 20 /Z/ ,by ��day of 2 by
V4rW /7.rl who is personally known to who is ersonally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
:4
NOTARY PUBLIC: NOTARY PUBLIC:
E x,o�, 1.
Sign: Sign: 'yO 1/��/ '••�9
Print: i170 ez_ Print:
C
Seal: ;; �:'r KATYA GONZALEZ Seal: %��'.• s160° \`���
f: Commission#FF 032722 ����F�0 R I D P\� •�`���
o Expires July 2,2017
Bonded Ttvu Troy Fain Inswance 800-785.7019 y�llllll ll\\1\
APPROVED BY � Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
P
We are using InsulFoam SP Insulation,when combined with any PVC membrane,in
this case DURO-LAST Single Ply PVC over Wood Decks,it is considered a class A
fire rated system. (See page 1)
• NOA No. 12-0529.09 (NOA for Duro-Last)
• InsulFoam Spec sheet is in permit packet already on file with your building
department.
• InsulFoam data sheet is attached to this packet
RECEIVED
JUL 4
I
A
x
UNDERWRITERS LABORATORIES ROOF SYSTEM APPROVALS
For a complete listing of roofing codes go to www.insulfoam.com.
Click on Roofing Applications and select Technical Information.
Single Ply Systems
Single Ply-Mechanically Attached Single Ply-Ballasted_Systems
*Class A *Class A
Deck: Combustible or Non-Combustible Deck: Combustible or Non-Combustible
System: Single Ply-Mechanically Attached System: Single Ply-Ballasted
Barrier Board: 1/2"(min.)gypsum board or 1/4"(min.) Insulation: InsulFoam EPS,Tapered InsulFoam, InsulFoam
DensDeck. HD Composite, R-Tech, Insull-am, InsulVent,
Insulation: InsulFoam EPS,Tapered InsulFoam, InsulFoam SP; any thickness, any density.
R-Tech; any thickness, any density. Membrane: Any UL-Classified membrane system.
Membrane: Any UL-Classified EPDM,TPO, PVC, CPE, Surfacing: River bottom stone—1000 Ib/sq. min.
CSPE, CR, NBP, EIP, EP, PIB or TPA.
Surfacing: See membrane listing. Single Ply-Adhered Systems
*Class A *Class A
Deck: Non-Combustible Deck: Combustible or Non-Combustible
System: Single Ply-Mechanically Attached System: Single Ply-Adhered
Insulation: InsulFoam EPS,Tapered InsulFoam, Barrier Board: 1/2"(min.)gypsum board or 1/4"(min.)
R-Tech, InsulLam, InsulVent; any thickness,any DensDeck.
density. InsulFoam/wood fiber or Insulation: InsulFoam EPS,Tapered InsulFoam,
InsulFoam/perlite; factory-laminated R-Tech; any thickness, any density.
or field-applied. Membrane: Any UL-Classified EPDM,TPO, PVC, CPE,
Membrane: Any UL-Classified EPDM,TPO, PVC, CPE, CSPE, CR, NBP, EIP, EP, PIB or TPA.
CSPE, CR, NBP, EIP, EP, PIB or TPA. Surfacing: See membrane listing.
Surfacing: See membrane listing.
*Class A
*Class A Deck: Non-Combustible
Deck: — Non-Combustible System: Single Ply-Adhered
System: ' Single Ply-Mechanically Attached Insulation: InsulFoam EPS,Tapered InsulFoam,
Insulation: InsulFoam SP; any thickness, any density, R-Tech, Insull-am, InsulVent; any thickness,
mechanically attached. any density.
- -Membrane: Any UL-Classified PVC,TPO, CSPE or InsulFoam/wood fiber or InsulFoam/perlite;
reinforced Carlisle Sure Seal; max. 60 mil. factory-laminated or field-applied.
Surfacing: See membrane listing. Membrane: Any UL-Classified EPDM,TPO, PVC, CPE,
CSPE, CR, NBP, EIP, EP, PIB or TPA.
*ClassA Surfacing: See membrane listing.
Deck: Non-Combustible
System: Single Ply-Mechanically Attached *Class A
Insulation: InsulFoam EPS,Tapered InsulFoam, Deck: Non-Combustible
R-Tech; any thickness, any density. System: Single Ply-Adhered
Slip Sheet: SecurePly Insulation: InsulFoam SP; any thickness, any density,
Membrane: Any UL-Classified EPDM,TPO, PVC, CPE, mechanically attached.
CSPE, CR, NBP, EIP, EP, PIB or TPA. Membrane: GAF Material Corp. EverGuard Freedom
Surfacing: See membrane listing. TPO or Genflex Roofing System's GenFlex
Peel&Stick TPO, max.60 mil, self-adhered.
*Class A Surfacing: See membrane listing.
Deck: Non-Combustible
System: Single Ply-Mechanically Attached *Class A
Insulation: InsulFoam HD Composite, any thickness, any Deck: Non-Combustible
density. System: Single Ply-Mechanically Attached
Membrane: Any UL-Classified EPDM, CPE, CSPE, PVC, Insulation: InsulFoam HD Composite, any thickness, any
NBP,TPA, EIP, or TPO. density.
Surfacing: See membrane listing. Membrane: Any UL-Classified EPDM, CPE, CSPE, PVC,
Note: Classification (A, B or C)will be the same as the NBP,TPA, EIP, or TPO.
classification for the membrane when applied Surfacing: See membrane listing.
directly over polyisocynaurate insulation.The Note: Classification (A, B or C)will be the same as the
maximum incline can not exceed 1/2:12 classification for the membrane when applied
directly over polyisocynau rate insulation.The
maximum incline can not exceed 1/2:12
Insulfoam Roofing Manual,November 2012
020 0- a OR InsulFoam° SP
A
Description
InsulFoam SP is an advanced roof insulation consisting of a
superior closed-cell, lightweight and resilient expanded poly-
styrene (EPS) with a durable and stable, factory-laminated
fiber glass facer. InsulFoam SP has a nominal density of
1.25 Ib/ft' (pcf), and meets or exceeds the requirements of
ASTM C578,Type VIII, Standard Specification for Rigid, Cel-
lular Polystyrene Thermal Insulation. In addition, InsulFoam
SP offers a long-term, stable R-Value and has excellent di-
mensional stability, compressive strength and water resistant
properties.
Uses
InsulFoam SP is specifically designed for low-sloped roof
applications that employ mechanically fastened or ballasted
TPO, PVC, EPDM and CSPE, as well as low-sloped built-
up, modified bitumen and fully adhered single ply roofs that
incorporate cover boards or slip sheets. Please consult lo-
cal building codes and membrane manufacturers for system InsulFoam SP standard sizes are as follows:
requirements. Thickness Widthn
Le ath Pieces/Bundle
Advantages Re-cover 1.0" 4' 8' 36
R-19 4.5" 4' 8' 8
4w Labor Savings. With a factory-laminated facer, Insul- R-20 4.75" 4' 8' 8
Foam SP saves labor time and reduces overall project R-25 5.9" 4' 8' 5
costs,when incorporated into a roofing system that would R-30 7.0" 4' 8' 5
otherwise require a slip sheet. Typical Tested Physical Properties*
.v Code Approvals: InsulFoam SP is recognized in the
International Code Council Evaluation Service(ICC-ES),
and has numerous Underwriters Laboratory and Factory Density(nom.pcf) ASTM C303 1.25
Mutual Approvals. Please contact your local Insulfoam C-Value(Conductance)-per inch
representative for details. BTUI(hrft4°F) ASTM C518
w Environmentally Friendly: It contains no formaldehyde @ 25°F or 0.220
or ozone-depleting HCFCs, contains up to 25% recycled @ 40°F ASTM C177 0.235
material, and is 100% recyclable if ever removed or re- @ 75°F 0.255
placed. R-Value(Resistance)-per inch
(hr•ft2•°F)/BTU ASTM C518
4w Stable R-Value. Designers are well served knowing the @ 25°F or 4.55
product's thermal properties will remain stable over its @ 40°F ASTM C177 4.25
entire service life.There is no thermal drift,so the product @ 75"F 3.92
is eligible for an Insulfoam 20-year thermal performance Compressive Strength
warranty. (psi,10%deformation) ASTM D1621 13-18
v Water-Resistant. InsulFoam SP does not readily absorb Flexural Strength(min.psi) ASTM C203 30
moisture from the environment. Dimensional Stability
maximum%)
ASTM D2126 2.0
� Proven Performance. The same fundamental EPS chem- (
istry has been in use since the mid-1950s, so the actual Water Vapor Permeance ASTM E96 3.5
performance of the product is well known. (max.perm.,1 inch)
Sizes Water Absorption(max.%vol.) ASTM C272 3.0
InsulFoam SP is available in several standard thicknesses,and Capillarity — none
is made with Type VIII expanded polystyrene with a nominal Flame Spread ASTM E84 <20
density of 1.25 pcf. Non-standard sizes may be ordered; how- Smoke Developed ASTM E84 150-300
ever, they are subject to availability and special pricing, and
may have longer lead times than standard InsulFoam SP. *Properties are based on data provided by resin manufacturers,independent test
agencies and Insulfoam.
Insulfoam • 19127 57th Avenue East, Puyal.up,WA 98375 • Toll Free (800) 248-5995 • www.insulfoam.com
3104-11/12
UNDERWRITERS LABORATORIES INC.
1 rpt
,p, --- -
ao , Q CODES AND APPROVALS
BEST R©Q�
INTRODUCTION
Duro-Last roofing membrane and roofing systems have been classified and listed by Underwriters Laboratories (UL)
and Underwriters Laboratories of Canada (ULC). These listings include systems rated for protection from external fire
exposure, uplift resistance and impact resistance. Duro-Last membrane is also listed in ceiling-roof designs evaluated
for performance during internal fire exposures shown below as"Roofing Membranes (CHCI /United States)". Duro-
Last, Inc. is authorized to use the appropriate UL Mark and is subject to UL's Follow-Up Service to ensure that the
roofing materials and production procedures continue to comply with UL's requirements.
The roofing material and system listings can be found in the"Roofing Materials& Systems Directory" published by UL
and can also be found on UL's website (www.ul.com)within the Online Certifications Directory. For Canada, the
listings can be found on ULC's website (www.ulc.ca)within the ULC Online Directories. The directories include
extensive information on important topics such as testing standards, acceptable roof deck construction and guidance
to building department officials. Brief descriptions of the categories under which Duro-Last roofing systems are listed
by UL are included below. Please note, the category listings that have been included in this section were taken
directly from the UL and ULC Online Certification Directories and are subject to change. Refer to the online directories
for the most current listings. Contact the Duro-Last Engineering Services Department for assistance.
ROOFING SYSTEMS (TGFU &TGFUC)
This category covers materials intended for roofing systems which provide Class A, B or C coverings on combustible
and noncombustible decks. These coverings are intended to provide protection from external fire exposure and the
level of protection is indicated by the classification (A, B or C) shown for each system. Roofing systems investigated
for impact resistance are so indicated in the individual classifications by the appearance of the word"Impact" and the
applicable Class Number(3 or 4). The basic standards used to investigate products in this category are ANSI/UL790
"Test for Fire Resistance of Roof Covering Materials" and UL2218"The Standard for Impact Resistance of Prepared
Roof Covering Materials." For Canada, the standard is CAN/ULC-S107"Method of Fire Tests for Roof Coverings."
TGFU and TGFUC listings are included in this section for the United States and Canada, respectively.
ROOFING SYSTEMS, UPLIFT RESISTANCE (TGIK)
This category covers roofing materials that have been investigated for damageability from uplift pressures associated
with high velocity winds. The classification for uplift resistance, expressed in lbs. per sq. ft. (psf) is derived from tests
conducted in accordance with UL1897"Uplift Tests for Roof Covering Systems." The TGIK listings are included in this
section.
ROOFING MEMBRANES (CHCI/UNITED STATES)
This category covers single-ply roofing membranes which are intended for use as roof coverings in ceiling-roof
designs. Listings can be found in the"Fire Resistance Directory" published by UL and can also be found on UL's
website (www.ul.com)within the"Online Certifications Directory." The membranes have been evaluated for use in
specified designs when installed in accordance with the details described for each classified company. The CHCI
listings are included in this section.
DESIGN NUMBERS (BXUV/CANADA)
As a result of meeting the applicable requirements of CAN/ULC-S101 ULC has determined that the Duro-Last PVC
membrane can be used in the following Design Numbers as published in the Fire Resistance Ratings (BXUV)
category of the ULC Directory. These design numbers can be accessed via the ULC Online Directories(www.ulc.ca).
R210 R212 R214 R220 R221 R222 R223 R600
R700 R701 R703 R801 R802 R803 R805 R806
www.duro-last.com 1 of 1 800-248-0280
"Duro-Last"and"The World's Best Roof'are registered marks owned by Duro-Last,Inc. Revised 9/22/2012
3
' AND APPROVALS: UNDERWRITERS LABORATORIES: CHCI.R10128: ROOFING MEMBRANES
ONLINE CERTIFICATIONS DIRECTORY
CHCI.R10128
.Roofing Membranes
Pie Bottom
Roofing Membranes
See General Information for Roofing Membranes
DURO-LAST INC R10128
525 W MORLEY DR
SAGINAW,MI48601 USA
1. Ballasted Single-Ply System- Roofing membrane laid loosely over insulation(also laid loosely)and ballasted
with 10 psf min of river bottom stone.
2.Adhered Single-Ply System -Roofing membrane adhered to insulation(mechanically attached+)with
manufacturer's Classified contact adhesive applied to insulation and to membrane at a rate of 1 gal per 75 sq ft.
3. Mechanically Attached Single-Ply System- Roofing membrane placed over insulation(mechanically
attached+)and anchored to deck with 2-1/2 in.diam plastic discs or 3 in.sq metal plates 12 in.O.C.secured to deck
with No. 14 phillips head self tapping screws at various lengths.All field seams are welded using hot air per
manufacturer's instructions.
+Insulation secured to deck using a)same as mechanically attached single ply systems or b) insulation secured over concrete using
concrete drive fasteners 1/4 in or 3/16 in diameter at various lengths.
All membrane splices and laps shall be treated per manufacturer's specifications.
Ballasted,adhered or mechanically attached systems for use in Design Nos.2211,P215,221St, P225,222Z, P230,2231, P237,
2241,2242,P21k,P251,2255,P252,2251,240 .,2446, P407,2AJQ,PAII,25Q3,E5DJ,EKE,plu,2_SLQ,P511,2_513,2_5.L4,
8515,PM,RM,P709,P714,2711,2712,P715,P717, P718,2222,P723,222.5,P22Si,2222,272$,2222,2730,P731,2232,
P734,PM,PM,PM,MU,P=,MU,P215,P212,21 22,2.$22,P827,220.2,P903,2204,2205,2906,2202,Pau,2202,
P910,E9 U,24.12,P9 13, P914,2215,221L,2212,P912,29ZQ,E921,P922,2221,P225,P326, P927,P928,P22-2.
Ballasted System for use in Design Nos.: 2222,2235,P505,2507,RUj.
Last Uodated on 2010-02-22
Ouestions? Print this page Terms of Use Pae To
U 2012 UL LLC
When the UL Leaf Mark is on the product,or when the word"Environment" is included in the UL Mark,please search the JUL
Environment database for additional information regarding this product's certification.
The appearance of a company's name or product in this database does not in itself assure that products so identified have been
manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered
under UL's Follow-Up Service.Always look for the Mark on the product.
UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The
Guide Information,Designs and/or Listings(files) must be presented in their entirety and in a non-misleading manner,without any
manipulation of the data(or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from UL"
must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following
format: "©2012 UL LLC".
www,duro-last.com _ _ _ 1 of 1, 800-248-0280
"Duro-Last"and"The World's Best Roofare registered marks owned by Duro-Last,Inc. Revised:02-22-2010
r
MORES
SNC.1932 G�` -
l... ...,, -Miami Shores Village
Building Department
Te
TE
ORtD 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CONTRACTORS' REGISTRATION FORM
ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS
SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR.
`IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. -COPY OF QUALIFIER'S STATE LIC CARD
B. l r'.�OPY OF LOCAL BUSINESS TAX RECEIPT
C. 'J/.COP,Y OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT)
D. [_Of COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION)
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER
B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT
C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT)
D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION)
YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES,FL 33138
COMPLETE CONTRACTOR'S INFORMATION
BUSINESS NAME: R&K CONTRACTING, INC.
BUSINESS ADDRESS: 11700 NW 25TH STREET CITY PLANTATION
STATE FL ZIP CODE 33323
BUSINESS PHONE: (954 ) 484-9339 FAX NUMBER(954 ) 535-9554
CELL PHONE (954 ) 214-3682 QUALIFIER'S NAME: K. STEPHEN SMITH II
QUALIFIER'S LIC NUMBER: CGC-1504059 (GENERAL), CCC-1326291 (ROOFING)
E-MAIL ADDRESS (IF APPLICABLE): ADM I N@FL-CONTRACTOR.COM
Created on 3119109 BY MLDV I RV 3126109 MLDV
Issue Date: 7/7/2014
�H
FLORIDA ROOFING,SI IE'ET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION,INC.
��.. .. RSA .
- ---- -------- ... . ..................................... ...................................
1-800-767-3772 • FAX (4017)671-2520
CERTIFICATE OF INSURANCE
ISSUED TO: COPY PROVIDED TO:
Miami Shores Village Building Department R& K Contracting, Inc.
10050 NE 2nd Avenue 11700 NW 25th Street
Miami Shores, FL 33138 Plantation, FL 33323
Attention:
CR'&-K-Contracting, Inc.
I
This is to Certify that: 11700 NW 25th Street
Plantation, FL 33323
being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation
by insuring their risk with the FLORIDA ROOFING, SHEET METAL &AIR CONDITIONING CONTRACTORS
ASSOCIATION SELF INSURERS FUND, P.O. Box 4907, Winter Park, FL 32793.
COVERAGE NUMBER: 870-033698 LIMITS
EFFECTIVE DATE: 1/1/2014 Workers' Compensation: Statutory-State of Florida
Employers' Liability: $1,000,000.00 Each Accident
EXPIRATION DATE: x12/31/0 4 $1,000,000.00 Disease, Each Employee
$1,000,000.00 Disease, Policy Limit
REMARKS Non-cancelable, without 30 days prior written notice, except for non-payment of premium which will be
a 10 day written notice.
This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance.
Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies)shown
above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders
and Florida domiciled employees only.
By: By: )6LAA loICIA
Brett StiegeOAdministrator Debra Guidry, CPCU, Un erwriting Manager
FRSA-SIF FRSA-SIF
BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT
115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 - 954-8314000
VALID OCTOBER 1,2013 THROUGH SEPTEMBER-30-, 16,14
DBA: Receipt#:
-—- - 1840 `7
t-R &"KrCONTRACTING INC ROOFING/SHEET METAL CONTRACTOR
Business Name, — Business Type:'(ROOFING-CONTRACTOR)
Owner Name: KARL S SMITH II Business Opened:02/01/1996 I
Business Location: 3625 NW 31 AVE State/County/Cert/Reg:CCC 1326291
I FT LAUDERDALE Exemption Code:
Business Phone: 954-484-9339
Rooms Seats Employees Machines Professionals '
15 '<
For Vending Business Only I
Number of Machines: Vending Type:
Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid
I 54.00 0.00 0.00 0.00 0.00 0.00 54.00 !�
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
I
THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is
non-regulatory in nature. You must meet all County and/or Municipality planning
WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when
the business is sold, business name has changed or you have moved the
business location. This receipt does not indicate that the business is legal or that
{M it is in compliance with State or local laws and regulations i
l Mailing Address:
f
i R & K CONTRACTING INC Receipt 415B-12-00004063
11700 NW 25 ST Paid 07/12/2013 54.00
PLANTATION, FL 33323
2013 - 2014
AC# 6 2 92 2 4 5 STATE OF FLORIDA
,1
d DEPARTMENT'"OF' BUSINESS AND PROFESSIONpiL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
.. • _, .. -• ...fY •:.�,,:..,. ,. :_. ._ .. .. :: E 2,12082202690
. , LICENSE NBFis° yak,
0 84,2i .20'12 x:28047385 j' CGC1'50405'
The'g GENEML ''CONTRAC- 0
Namedd' below :lib CEATIF`IED.° ,?
Under the=:pr'0 3.o ni; of" Chapt� .y..
Expiration date: AUG 31, 2014V,, y yy�(a131 �'"' gat
:SMITH; KARL, STEPftZN II'
R&K CONTRACTING 'INC,
11700
0 NW 25
5ACRESETP.LFL, 3.33.2 3" �l�
RICK,SCOTT'`-r KEN LAWSON
GOVERNOR SECRETARY-
_ DISPLAY AS REQUIRED BY LAW
THIS DOCUMENT HAS A COLORED-BACKGROUND
A0#,62.9,18-77 STATE OF FLORIDA:
" yDEPARTMENT 'OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
r: SEQ#L12082202322
DATE BATCH NUMBER ICEN NBF �
`68-/22. 20`12< 12504' 385 .1'::CbC13"2629;A! '' - ,i
v 'The ROOFING (jONTRACTOR;" qs
Named below I'S CERTIFIED � ;t
Under the' 'provisione�o'f `Chapt � t T: �
Expiration date r)UG 31, .2.0,141 j r,
C �
rSMITH, KARL STEPHN II:'
R&K CONTRACTING INCL
'11700'"NW •25 STREET:
PLANTATION ACRES FL,..3 33
£',RICK 'SCOTT + a " KEN. LAWSON
GOVERNOR �' _ SECRETARY
DISPLAY AS REQUIRED BY LAW
115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000
VALID OCTOBER 1,2013 THROUGH SEPTEMBER 30,2014
DBA: 180'-7573"
R & K CONTRACTING INC Receipt#:GENERAL CONTRACTOR (GEN L
Business Name: Business Type:CONTRACTOR)
Owner Name: KARL S SMITH II Business Opened:02/01/1996
Business Location: 3625 NW 31 AVE State/County/Cert/Reg:CGC 1504059
FT LAUDERDALE Exemption Code:
Business Phone: 954-484-9339
i
Rooms Seats Employees Machines Professionals
8
For Vending Business Only
Number of Machines: Vending Type:
Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid
27.00 0.00 0.000.00 0.00 0.00 27.00
i
' I
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is
non-regulatory in nature. You must meet all County and/or Municipality planning
WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when
the business is sold, business name has changed or you have moved the
business location. This receipt does not indicate that the business is legal or that
it is in compliance with State or local laws and regulations.
Mailing Address:
R & K CONTRACTING INC Receipt #01A-12-00011179
I 11700 NW 25 ST Paid 08/06/2013 27.00
PLANTATION, FL 33323
f
2013 - 2014
From: 07/14/2014 09:34 #985 P.001 /001
CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY)
7/14/2014
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONT CT ROY PETREE
ME
lIA
ROY R.PETREE,CIC,LUTCF PHONE (964)755-6411 F N (954)755-6412
PETREE INSURANCE SERVICES,INC. o AtL ROY(�PETREEINSURANCE.COM
1500 UNIVERSITY DRIVE,STE 201 G wsuRE S AFFORDING COVERAGE Nac s
CORAL SPRINGS,FL.33079 INSURER A: HERMITAGE INSURANCE COMPANY
INSURED
INSURERS:
R&K CONTRACTING, INC. INSURER C:
11700 N.W.26 STREET INSURER D:
PLANTATION, FLORIDA 33323 INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
'NSR
R TYPE OF INSURANCE R POLICY NUMBER P DICDY EFF PO t1 EXP LIMITS
X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000
CLAMS-MADE X❑OCCUR EM rr n S 100,000
A Y HGL67121313 /28/2013 MED EXP(Any one arse, $ 60000
/28/2014 PERSONAL&ADV INJURY $ 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000
tAUTOS
X�JERCOT LOC
PRODUCTS-COMP/OPAGG $ 1,000,000
IABILITY
I $
D SCHEDULED
BODILY INJURY(Per person) S
AUTOS BODILY INJURY(Per accident) $
TOS NON-0WNED
AUTOS PROPERTY DAMAGE $
UMBRELUILIABOCCUR
EXCESS LIAR EACH OCCURRENCE $
CLAIMS-MADE AGGREGATE $
DED RETENTION
WORKERS COMPENSATION $
AND EMPLOYERffi LIABILITY PER TH-
STATUM
ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N
OFFICER/MEMBER EXCLUDED? ED MIA EL.EACH ACCIDENT $
(Mandatory In NH)
Ir yes describe under E.L.DISEASE-EA EMPLOYE $
DESCRIPTION OF OPERATIONS below
E.LDISEASE-POLICY LIMIT 1$
DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if mon space Is required)
GENERAL CONTRACTOR CGC-1604059 K.STEPHEN SMITH 11
ROOFING CONTRACTOR CGC 1328291
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
10050 N E 2ND AVENUE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
MIAMI SHORES VILLAGE,FL 33138
AUT WED REPRESENTATIVE
FAX:305-756-8972
®1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD
• r Miami Shores Village
APPROVED BY DATE /
�v Florida Building Code Editio UG,REPT 7
r~ i High Velocity Hurricane Zone Uniform PermiGF
Section A General Inform DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
Mas, ermit No. CC-3-14-388 Process A TIONS
Contractor's Name R&K CONTRACTING, INC. '� 1
Job Address 448 NW 48TH STREET, OAKLAND PAR+K, FL 33309
ROOF CATEGORY
AfA a �i
® Low Slope 1:1 Mechanically Fastened Tile ElMortar/Ad tv a fiil
❑ Asphaltic X Metal Panel/Shingles ❑ Wood Shi es h s
Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
Cap
❑ New Roof ® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
250 2,500SF 2,750SF
SECTION B (Roof Plan)
. . .... ......
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuwrs, over+fFgw •,
scuppers and overflow drains. Include dimensions of sections and'teIets, clearlv'
identifydimensions of elevated pressure zones and location of ara'efs. �••••
p p .p
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Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used, identify as"NA")
System Manufacturer:DURO-LAST ROOFING 12" O.C. IN 3" WIDE TABS Q 60" O.C.
Field: oc @ Lap,# Rows @ oc
NOA No.: 12-0529.09, PAGE #10 12" O.C. IN 3" WIDE TABS @ 40" O.C.
Perimeter: oc @ Lap,#Rows @ oc
Design Wind Pressures, From RAS 128 or Calculations: 12" O.C. IN 3" WIDE TA S @ 26" O.C.
Corner: oc Lap,# mows oc
Pmax1:-40.1 Pmax2: -67.3 Pmax3-101.3 Number of Fasteners Per Insulation
Max. Design Pressure, From the Specific NOA Board PER DURO-LAST DETAIL #1020
System: -45 SPOT FASTENED, (4) AT CORNERS, (1) CENTER
Field: 5 Perimeter 5 Corner 5
Deck:
Type: PLYWOOD
Illustrate Components Noted and
Gauge/Thickness: 5/8" CDX Details as Applicable:
Slope: Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Anchor/Base Sheet&No.of Ply(s): Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Insulation Base Layer: Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Base Insulation Size and Thickness:7" INSULFOAM EPS INSULATION ERSICO LAMINATE
Base Insulation Fastener/Bonding Material: •••••
SPOT FASTENED W/ #15 EHD SCREWS & DURO-LAST IN LA ION PRATES••
SEE DURO-LAST DETAIL #1020 •T:T.•19"". : ••
Top Insulation Layer: 000 . •• ••••••
so: .Parapet • • •
To Insulation Size and Thickness: •• • •
Top ... Height. . . •
��•
Top Insulation Fastener/Bonding Material: DURO-LAST 40MIL PVC---
... . .... .....
711 INSULFOAM
EPS SP VERSICO----- •
. . 15, .... ......
Base Sheet(s)&No.of Ply(s): . •
WOOD DECK Tnean :. .:. "�'••
Base Sheet Fastener/Bonding Material: ,Roof :••••:
�-leight ••• � �
Ply Sheet(s)&No.of Ply(s): •
Ply Sheet Fastener/Bonding Material:
Top Ply: DURO-LAST 40-MIL PVC MEMBRANE (WHITE)
Top Ply Fastener/Bonding Material:
#15 EHD SCREWS & DURO-LAST CLEAT PLATES
Surfacing: N/A
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: BERRIDGE MANUFACTURING CORP.
Product Approval Number: 12-1113.01
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations):
P1: -40.1 P2: -67.3 P3: -101.3
Maximum Design Pressure
Product Approval Specific System: -74.75 (FIELD), -108.5 (PERIMETER & CORNERS)
Method of Tile Attachment: #10-13 PANCAKE HEAD C.R. SCREWS
Steep Sloped System Description
Deck Type:
5/8" CDX PLYWOOD
Roof Slope: TYPe Underlayment:
REX SYNTHETIC FELT UNDERLAYMENT
8 : 12 .999
Insulation: 0900 0000..
N/A •
0000.. •009.0
Fire Barrier: 0000.. •
VERSICO VERSASHIELD 9999 .
0000..
0000.
0 0
Fastener Type & Spacing: •••••• ••• '"'•'
Ridge Ventilation? *SEE BELO�IW� ••%• ••••••
9
Adhesive Type: N/A 0000.. 0000..
. 0 0..099
0000
Type Cap Sheet:
N/A
Mean Roof Height: 15' Roof Covering:
CEE LOCK METAL P NELS
Type & Size Drips
Edge:
*SEE BELOW
UNDERLAYMENT FASTENER TYPE: 1 4" GALV. ING SHANK NAILS & TIN CAPS
UNDERLAYMENT FASTENER SPACI G: PER NOA / FBC
METAL PANEL FASTENER TYPE: #10-13 PANCAKE HEAD C.R. SCREWS
METAL PANEL FASTENER SPACING: PER NOA / FBC
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the
owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of
Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner and the
contr .The owner's initial in the adjacent box indicates that the item has been explained.
1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of
ding that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics
(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color
or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement
be he owner and the contractor.
2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be
ailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
re ov' g the existing roof system.)
3. Common Roofs: Common roofs are those which have no visible delineation between
hboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing
ntra to nd/or owner should notify the occupants of adjacent units of roofing work to be performed.
4.Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking
e viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing
n penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining
this a p rance.
5. Ponding Water:The current roof system and/or deck of the building may not drain well and
fuctucause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of
ral distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the ginal roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off sgthJ%e roof "Rct
v loaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this disWroe; '.
if vertlow scuppers (wall outlets) are not provided. It may be necessary to install o.f2rTltVscuppers fi' "'•'•
accordanc ith the requirements of Sections 84402,R4403 and R4413. '•"" •
4ruce7. Ventilation: Most roof structures should have some ability to vent natural girlo:through the �����•
d.
r of the structural assembly (the building itself). The existing amount of attic venliTatiorishall no; e
It may be beneficial to consider additional venting which can result in extendir:9.,ie service Irfe of •
the roof. •
• . . . .•
....
Exception:Attic spaces,de,-,signed by a Florida licensed engineer or registered architect;.glRnipate the;;IW. ;••••;
venting,ve ing shall n required. ,•;.
14' �g_
Own r' / nt's Signature Date Contractor's Signa ur
90 ISCAYNE BLVD.
MIAMI SHORES VILLAGE, FL 33138
Property Address Permit Number
o i
FLO A ENGINEERING & TESTING, INC.
Phone: (866) 781-6889*Fax: (866) 784-8550
«-ii-ii-.floridaenginecringandtesting.com
250 S.W. 13`h Avenue
Pompano Beach,FL 33009
DATE: 7/10/14 JOB ORDER#: 14-2170
CLIENT: R& K Contracting
ADDRESS: 11700 N.W. 25th Street Plantation, Florida 33323
PROJECT: Burger King#3711 Flat Insulated Wood Deck
ADDRESS: 9099 Biscayne Blvd. Miami Shores,FL 33138
FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Project Information:
Height= 15' Exposure: C Basic/Ultimate Wind Speed: VuIt=175 mph
Length= 80' Category: II Nominal Wind Speed: Vasa=Vu1t*0.6
Width= 40' Slope: < 7° (asd=allowable strength design)
Parapet Wall: <3' Commercial KZ=0.85, Kzt= 1.0, Kd=0.85
Design Calculations:
Velocity Pressure: q=0.00256*KZK�tKdV2
Velocity Pressure (utj): q=0.00256(0.85)(1.0)(0.85)(175)2] =56.64 psf
Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(175*yb.6)2] = 33.99 psf 000.0.
. • 0000 0000.0
. . •
Width of Pressure Coefficient: 0.1(40') = 4.0' •••••• 0.:
••...•
0000..
0000..
0.4(15') = 6.0' } use: 4'0" ;0 0 0;0 •
0000 . 0000.
0000.. 0000 0000.
Effective Wind Area: <10ft2
0000..
For parapet height three feet(3') or larger, zone three (3) shall be treated as zone•two •)�• ...••.
.. 0000
External Pressure Coefficient: Internal Pressure Coefficient:
1) GCP1 = -1.0 1) GCP; = 0.18
2) GCP2 = -1.8
3) GCP3 = -2.8
Q v
Quality�\31���/✓Insurance
t Page 2,7/10/14,Job Order#14-2170
R& K Contracting IF1,01UPA
Burger King#3711 -Flat Insulated Wood Deck
9099 Biscayne Blvd.; Miami Shores,FL:
Design Pressures Based on Vasd:
1) Field P1 = 33.99*[(-1.0)—(0.18)] = -40.1 psf
2) Perimeter P2 = 33.99*[(-1.8)—(0.18)] =-67.3 psf
3) Corners P3 = 33.99*[(-2.8)—(0.18)] = -101.3 psf
Attachment Requirements Per RAS-117:
Based on the requirements of N.O.A. #12-0529.09, System Type D(1), pg 10 of 15, with
a maximum design pressure of -45psf, the following are our recommended fastening
patterns to attach the proposed 60" tab Duro-Last membrane sheet through the
preliminarily fastened insulation (per NOA fastener density) into the wood deck utilizing
Duro-Last fasteners and Duro-Last Poly-plates:
Field: 12" o.c. in 3" wide membrane tabs spaced @ a maximum of 60" o.c.
Perimeter: 12" o.c. in 3" wide membrane tabs spaced @ a maximum of 40" o.c.
Corners: 12" o.c. in 3" wide membrane tabs spaced @ a maximum of 26" o.c..
Notes: Corners and perimeter area dimension shall not be less than a=4'0"
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty(as applicable).
0000
All work shall be in compliance with the local buildinf code produot•• ••••••
control notice of acceptance and manufacturer specifications•aiid Flmela ;
Building Code 2010 Edition. *00
••••••
.00000
0000..
Wind load calculations based on ASCE 7-10, FBC 2010 acid 1h1brmAi@is:• •
0000 ..�..•
provided by client. •••••• .•.. 0000.
0000 0000..
All work shall be inspected by our field engineer .*jQr. .•.�ithorized
representative) or a building department inspector to ver fy complia.!q eq;• ••••••
with specifications.
.. 0000
Sincerely,
Reza Javidan, E. _.
Florida Engineering'&Testing, Inc.
Florida Reg. No. 60223
Certificate of Authorization No. 6923
MIAMI. MIAMI-DADE COUNTY
e PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) ii%�'w.miamidade.pov/econoinv
DURO-LAST Roofing, Inc.
525 Morley Drive
Saginaw, MI 48601
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. If
this product or material fails to perform in the accepted manner, the manufacturer will incur the
expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such
product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it
is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: DURO-LAST Single Ply PVC Roof Systems over Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and 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 filyd "there 11MOO •'••;'
been no chang ......e in the applicable building code negatively affecting the performance of Phis' roduct'.'.
.. ......
TERMINATION of this NOA will occur after the expiration date or if there has bee"M;&Asion or • ;• •„
change in the materials, use,and/or manufacture of the product or process. Misuse of1111 'NOA as:".: '
endorsement of any product, for sales, advertising or any other purposes shall automatican'y terminate
this NOA. Failure to comply with any section of this NOA shall be cause for terminatio!a e d remo oaf0*0
of •
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cbunty,'Floric"ow"
followed by the expiration date may be displayed in advertising literature. If any po;tiop•of the I�OA is96 0 �••••�
displayed, then it shall be done in its entirety. •0:0
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. 12-0516.17 and consists of pages 1 through 15.
The submitted documentation was reviewed by Jorge L. Acebo.
r
NOA No.: 12-0529.09
CMIAMI•DADECOUNTY Expiration Date: 08/22/17
i� Approval Date: 03/07/13
Page 1 of 15
ROOFING SYSTEM APPROVAL
Categor: Roofing
Sub-Category: Single Ply
Material: PVC
Deck Type: Wood
Maximum Design Pressure -97.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Duro-Last Membrane .037" thick, ASTM D 4434 PVC polymer blend polyester reinforced
fabricated in sheets roofing membrane: white,tan or gray.
up to 3000 sq. ft.
Duro-Last Membrane .045" thick, ASTM D 4434 PVC polymer blend polyester reinforced
fabricated in sheets roofing membrane: white, tan or gray.
up to 2000 sq. ft.
Duro-Last Membrane .057" thick, ASTM D 4434 PVC polymer blend polyester reinforced
fabricated in sheets roofing membrane: white, tan or gray.
up to 1800 sq. ft.
Duro-Last Duro-Fleece .047" thick, ASTM D 4434 PVC polymer blend polyester reinforced
Membrane fabricated in sheets fleece backed roofing membrane.
up to 2000 sq. ft.
Duro-Last Duro-Fleece .056" thick, ASTM D 4434 PVC polymer blend polyester reinforced
Membrane fabricated in sheets fleece backed roofing membrane.
up to 1800 sq. ft. ••0•
. 0000 0000..
Duro-Last Fascia Bar 1 3/a" x 10'; Extruded vinyl drip edgo
00.:h holes.. . ••
4" x 10' punched 8" o.c.. 0000.. • 0000•
.
000000 0 0• •
000..
Duro-Last Fascia Bar 1 3/4" x 10'; Extruded decorative cower-for Dure %, • • •
Cover 4" x 10' Fascia Bar: white, tan tfttay. 06;000
000•00 0000 0000.
Duro-Last Fascia 2"&4" TAS 1 11 Kynar finish Galvalume, 14 ga., cc?,"o 0.0.0
000000 0 0
Duro-Last Snap Coping 12" TAS l 11 Kynar finish Galvalurne, 24 ga.,ag)jQg:• :00,90:•••••
Duro-Last 2-Piece Metal TAS 111 Kynar finish Galvalume!24 ga. ,with:••• ••0•••
"T-Edge" vinyl skirt ••••
Duro-Last 2-Piece TAS 1 1 1 Kynar finish Galvalume, 24 ga.
Compression Edge
Duro-Last Vinyl Coated 4'x 10' G-90 G-90 galvanized steel, laminated with
Metal .043" thick Duro-Last Vinyl Film.
NOA No.: 12-0529.09
MIAMI•DADE COUNTY Expiration Date: 08/22/17
�Fjjm#141, Approval Date: 03/07/13
Page 2 of 15
Test Product
Product Dimensions Specification Description
Duro-Last Drip Edge 2" face x 10'; Extruded vinyl drip edge with holes
4" face x 10'; punched 8" o.c.
Duro-Last Two-Way Injection molded two-way roof vents
Roof Vents with a Duro-Last membrane skirt.
Duro-Last Gravel Stop 2" face x 10'; Extruded vinyl gravel stop with holes
4" face x 10; punched 8" o.c.
Roof-Trak III Walk Pads 30" x 60" Extruded vinyl walk way pads
.125" thick manufactured from Duro-Last membrane.
Duro-Last Tab Sealer Solvent-based contact-bonding agent.
4725
Duro-Last Accessories Various ASTM D 4434 Custom fabricated accessories for
parapets and penetrations: Curb flashing,
Inside & Outside Corner, Scuppers,
Drain Boot, Parapet Flashing, Stack
Flashing; all for use in the Duro-Last
roofing systems.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
ACFoam II, ACFoam 111 Polyisocyanurate foam insulation Atlas Roofing Corp.
EPS Type IX Expanded polystyrene with a Generic sees
minimum density of 1.8 pcf • • ••••• *sees*
XPS Type TV Extruded polystyrene with a •• GCneric ••' '
s . s
minimum density of 1.6 pcf 0.0.0•
s
Type X Gypsum Gypsum board s'a rieneric e %•••
ssse s s
• e •ecce"
DensDeck Silicon treated gypsum Georgia-'Pacific Oypsum
":"Ie'LC :ees sees.
H-Shield Polyisocyanurate foam insulation Hunter*'anels,�Lel'� see*:*
eseee• • •
ENRGY-3 Polyisocyanurate foam insulation lohns�Aanv&--:- s"e"es
s . "
Duro-Fold Underlayment Board Extruded polystyrene with polypropylene Duro1.'ast1Roofir j,s1�ce s
s
facer
Duro-Guard Iso II-A, Polyisocyanurate foam insulation Duro-Last Roofing, Inc.
Duro-Guard Iso IIT-A
Duro-Guard Iso II-H Polyisocyanurate foam insulation Duro-Last Roofing, Inc.
NOA No.: 12-0529.09
MIAMI•DAD=COUNTY Expiration Date: 08/22/17
Approval Date: 03/07/13
Page 3 of 15
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. Duro-Last Duro-Coated Roofing and insulation Various Duro-Last Roofing, Inc.
Hex Head Screws fasteners, Duro-Coated with Lengths
#3 Phillips head.
2. Duro-Last 3"Metal Galvalume steel stress plates. 3" square Duro-Last Roofing, Inc.
Plates
3. Duro-Last Insulation Round plastic stress plates. 3" round Duro-Last Roofing, Inc.
Plates
4. Duro-Last Poly-plates Round plastic stress plates. 2" round Duro-Last Roofing, Inc.
5. Duro-Last 415 Extra Corrosion resistant, drill Various Duro-Last Roofing, Inc.
Heavy Duty Drill Point point with a#3 Phillips truss Lengths
Fastener head
6. Duro-Last Cleat Plates 0.038"thick galvalume stress 2.4" Duro-Last Roofing, Inc.
plates.
7. 2-3/8"Eyehook Seam Stress Plate 2-3/8" OMG, Inc.
Plates
8. Duro-Last#14 HD Roofing and insulation Various Duro-Last Roofing, Inc.
Fastener fasteners Lengths
9. Duro-Bond Plate 1302 Round, coated galvalume 3" round Duro-Last Roofing, Inc.
plate (Gold and Black)
EVIDENCE SUBMITTED:
Test Agency/Identifier Name Report Date
Factory Mutual J.I. 2M4A8 .AM Class 4470 03-Q5'V.
Research Corporation J.1. 3Y5A6.AM Class 4470 03-16"5' •
4D6A4.AM Class 4470 08-16-99 % ••
3005604 Class 4470 03-13-0
3026508 Class 4470 05-Q3-07.
IRT-ARCON, Inc. 02-025 TAS 114 ••••• 07-24-02 •
...... .... .....
PRI Construction Materials DLRI-013-02-01 TAS 114-J ..•..' 08-3,8.12 .•••••
Technologies LLC DLRI-014-02-01 TAS 114-J 08-28-1? •,
. . . ......
Exterior Research&Design, LLC 02733.01.05-1 FM 4470/TAS 114. 01-iltM" •
02744.05.06 FM 4470/TAS 1 It.,* 05-17-A6.. •
02732.09.04 ASTM D4434 09-2-844
TrinityjERD 02750.02.08-R2 ASTM D4434 08-03-12
D42370.07.12 ASTM D 1084/TA S 117 07-11-12
D35210.08.1 I-R1 ASTM D4434 09-17-12
D42320.08.12 TAS 117/TAS 114 01-08-13
Intertek Testing Services,NA Inc. 3119586-001 TAS 1 11 07-10-07
NOA No.: 12-0529.09
MIAMI•DADE COUNTY Expiration Date: 08/22/17
"'• Approval Date: 03/07/13
Page 4 of 15
Membrane Type: Single Ply, PVC
Deck Type 1I: Wood, Insulated
Deck Description: "/32" or greater plywood or wood plank
System Type D(1): All layer of insulation are mechanically attached to roof deck.
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.
One or more layers of the following insulations:
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
Approved Type X Gypsum
Minimum 1/2"thick 1 1:5.33 ft2
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft'
ACFoam I1,Duro-Guard Iso II-A, ENRGY-3,H-Shield,Duro-Guard Iso II-H
Minimum '/2"thick 1 1:4 ft2
1 1:6.4 ft2
Approved XPS and/or EPS
Minimum 3/S"thick 1 1:4 ft2
Approved XPS and/or EPS
Minimum '/Z"thick 1 1:6.4 ft2
Note: Insulation layers above shall be mechanically attached with preliminary fastening as
specified above.All Insulation panels shall also be mechanically fastened along with the roof
membrane as specified below. See Roofing Application Standard RAS 117 for fastening details.
Vapor Barrier: (Optional) Any UL or FM approved vapor barrier.
Fire Barrier: Atlas Roofing Corporation FR-10'�', FR-50', '/4" DensDeck, '/z"thick Vl!•••.
Classification Type X Gypsum with a moisture resistant tcel;%d core,* •
second sheet of barrier board may be used over the insulatio*n. ' •'•• : •
Membrane with 60"tabs: Duro-Last membrane shall be mechanically attached at its 3+'tabs, spaced• ;•...;
every 60" with Duro-Last fasteners and Duro-Last Poly-pilt9%paced 22;.:. •
o.c. maximum,through the insulation and into the deck.
... .... .....
(Maximum Design Pressure-45 psf,See Genera!Limitati.on. ) •
. .. .... ......
Membrane with 28" tabs: Duro-Last membrane shall be mechanically attached at itj3*:9Ms,spaced' •.
every 28" with Duro-Last fasteners and Duro-Last Poly-pates spaced :9'40:0 •• ••
o.c. maximum,through the insulation and into the deck. •••••
(Maximum Design Pressure-45 psf,See Genera!Limitation
Membrane with 28" tabs: Duro-Last membrane shall be mechanically attached at its 3" tabs,spaced
every 28" o.c. with Duro-Last#15 Extra Heavy Duty Drill Point fasteners
and Duro-Last Poly-plates fastened at a maximum spacing of 6" o.c.
(Maximum Design Pressure-60 psf,See Genera!Limitation #7)
Maximum Design
Pressure: See Fastening Options Above
NOA No.: 12-0529.09
MIAMI•DADECOUNTY Expiration Date: 08/22/17
Approval Date: 03/07/13
Page 10 of 15
GENERAL LIMITATIONS:
.,.�-. 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 20-40 lbs./sq., 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 T maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F')value of
275 Ibf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 Ibf insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on 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 1 17.
7. Perimeter and corner 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 pr�pllrek,
signed and sealed by a Florida registered Professional Engineer, Registered Arcbitej?,pr Regitfdl•isd "'• •
Roof Consultant (When this limitation is specifically referred within this'N6A, Ce oral
. .... •
. .. ......
Limitation#9 will not be applicable.) 0 •:0•
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termlr�j*tign designs • :"
shall conform with Roofing Application Standard RAS 1 1 1 and applicable wind Ib,;lJ rCtluirenVV*.'* .....
9. The maximum designed pressure limitation listed shall be applicable to all roof pw64ur.&zones(i•er.•• ••�••�
field, perimeters,and corners).Neither rational analysis, nor extrapolation shall be•peirpnitted fo4• ••••;•
enhanced fastening at enhanced pressure zones(i.e. perimeters, extended corners p6mners). '
(When this limitation is specifically referred within this NOA, General Limitation 47 wilt net% �•••••
be applicable.) : 000 :••••'
10. All products listed herein shall have a quality assurance audit in accordance with the Florida •
Building Code and Rule 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 12-0529.09
MIAMI•DADECOUNTY Expiration Date: 08/22/17
...• � Approval Date: 03/07/13
Page 15 of 15
w °
VERSICO'S
INSULFOAM SP
• Numerous Underwriters Laboratory and Factory
Mutual Approvals
• Contains no formaldehyde or ozone-depleting
HCFCs
• Features up to 25% recycled material
"^ - • 100%recyclable foam core
• Stable R-value qualifies for 20-year thermal
•._� performance warranty
• Does not readily absorb moisture
Product Characteristics
InsulFoam SP is available in several standard thicknesses
Overview and is made with Type VIII expanded polystyrene with
- - m -- a nominal density of 1.25 pcf.Custom thicknesses are
InsulFoam SP is an advanced roof insulation consisting of available with little to no impact on lead time.
a superior closed-cell, lightweight and resilient expanded
polystyrene(EPS)with a durable and stable, factory- _
laminated fiberglass facer. InsulFoam SP has a nominal INSULFOAM SP STANDARD SIZES '
density of 1.25 Ibs/ft3(pcf), and meets or exceeds
the requirements of ASTM C578,Type VIII, Standard Thickness Width Length Pieces/Bundle
Specification for Rigid, Cellular Polystyrene Thermal Re-cover 1.0" 4' 8' 38
Insulation. In addition, InsulFoam SP offers a long-term, R-ts 4.8" 4' 8' 8
stable R-value and has excellent dimensional stability, R-20 4.75' 4' 8' 8
compressive strength and water-resistant properties. R-25 s.s" 4' 8' 00500
•
R-30 7.0" 4' • • 8' ••6•• ••••••
InsulFoam SP is manufactured by Insulfoam, a division •• • ••• • •
of Carlisle Construction Materials Incorporated with •••••• •• ••••••
nine manufacturing facilities in North America. ...:.. • • •
Applications0900 0 60:96
......
Features and Benefits InsulFoam SID isspecifically desigrjQd4orlow-sloped.roof ••:••'
applications that employ fully ca%rQn, mechanically ..•..-
fastened or ballasted TPO, PVC,F•Pj3V and CSPE•as well as •
• Premium facer improves fire resistance,moisture low-sloped built-up and modifi4l bfru:len rgpf sylems that.•:.
resistance and dimensional stability incorporate cover boards or slip she4s. InsuIP• c1rT)*P is not •
compatible with solvent-based styes.Please Cpnsult;"";
• Fire-rated slip sheet and thermal barrier not required Versico and local building codes for system regQijements.
for many applications
• Recognized in the International Code Council
Evaluation Service (ICC-ES)
c — V EI`S'CO A SINGLE SOURCE FOR SINGLE-PLY ROO11 NG
•1J - vw�ry Versico, PO Box 1289, Carlisle, PA FIm
-" 17013
Tel: 800.992.7663 Fax: 717.960.4036 Web: www.versico.com
Installation Mechanically Attached
Install InsulFoam SP with continuous side joints and end
Installation Considerations joints, staggered so that they are offset by a minimum of
12"from the end joints in adjacent rows. Insulation should
• Install only as much insulation as can be covered by abut tightly against adjacent boards.Joints greater than 1/2"
a roof membrane system,and/or made watertight by should be filled with the same insulation that is being used
the end of each day. in the field of the roof. If insulation is being installed over
• InsulFoam SP should not be exposed directly to a thermal barrier, an existing layer of insulation, or under
solvent-or petroleum-based adhesives and sealants. a cover board, all joints must be offset a minimum of 6"
between layers. Use an approved mechanical fastener of
• Allow approximately a '/4"space between insulation sufficient length to penetrate into or through the deck by
and vertical surfaces or roof projections.Do not force the amount prescribed for the specific fastener. Fasteners
or jam product into place. should never be closer than 6"from the edges of the
• Review the layout of all tapered EPS systems before insulation board, and should be placed in a pattern that
loading and installing panels. achieves the desired approval. Use appropriate insulation
plates with the fasteners. Care must be taken to avoid over-
• For re-cover applications,be sure no moisture is driving or under-driving the fastener and plate assembly.
trapped in the existing or new roof system. When installing InsulFoam SP directly to a metal deck, the
edges of the insulation parallel to the deck ribs must be
Loose-Laid Installation solidly supported and centered on the ribs.Additionally,
for metal decks, ensure that the insulation has a thickness
Install InsulFoam SP with continuous side joints and end that is adequate to span the rib openings.
joints, staggered so they are offset by a minimum of 12"
from the end joints in adjacent rows. Insulation should abut
tightly against adjacent boards.Joints greater than 1/2"
should be filled with the same insulation that is being used INSULFOAM SP
in the field of the roof. If insulation is being installed over I TYPICAL PROPERTIES AND CHARACTERISTIC
a thermal barrier,an existinglayer of insulation, or under
Y Property Test Method Value
a cover board, all joints must be offset a minimum of 6" Density(nom.pcf) ASTM C303 1.25
between layers.When installing InsulFoam SP directly to a C-Value(Conductance)
metal deck,the edges of the insulation parallel to the deck BTU/(hr•ft'•°F)
ribs must be solidly supported and centered on the ribs.
Additionally,for metal decks, ensure that the insulation (per inch) Sao F OSTMc518 •••Q220
has a thickness that is adequate to span the rib openings. @75°F ASTIYC177 • •e004.255 ••••••
• •. _ _ •
R-Value(Thermal Resistance) •• • ••• • – •
* When conditions dictate, in order to prevent wind blow- (hr•ft=•°F)/BTU ••0:*0 •• 0009%
off or damage during installation, loose-laid insulation (per inch) @25oF ASTIR&ML?•• •4.55 ;....:
should be weighed down or tacked into place with a 040°F or 0000 • 4.25 • •
minimal quantity of mechanical fasteners, X75°F ASTM:0 0•• •••3,92 •••••
Compressive Strength AST111l1 J2,J•• ••434-18 •. •••
(psi,10%deformation) • • •
Flexural Strength(min.psi) ASTM 2g3••• •30 ••
Dimensional Stability ASTOD2126 • •••30 ••••••
(maximum%) • • • • •
• • • _ 0000••
Water Vapor Permeance ASTM 506 • ••�y • •
(max.perm.,1 inch) •
0000
Water Absorption(max.%vol.) ASTM C272 3.0
Capillarity — None
Flame Spread ASTM E84 <20
Smoke Developed ASTM E84 150-300
hMIA91•
MIAMI-DADE COUNTY
om PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadr.go�'/economy
Berridge Manufacturing Co.
1720 Maury
Houston,TX 77026-7199
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. If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Berridge Manufacturing Company Cee-Lock Panel
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and 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.
*bee
TERMINATION of this NOA will occur after the expiration date or if there has been a re.'siojt'gr chand2•itl'the •"•:�
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endotSQmeht of at�product, for •
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cbhilitj*with any s�ction of••.•
this NOA shall be cause for termination and removal of NOA. ••••••
0000
. 6 .0069.
6669 • 66666
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florl�j*,•and follgVvJ by t4e.:..6
expiration date may be displayed in advertising literature. If any portion of the NOA is diQ;7e, l', then i#.tall be doaa..96
in its entirety. •
.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturL.or i#s distri�iutors0000and 6••
shall be available for inspection at the job site at the request of the Building Official. 6
This renews NOA#07-0813.09 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-1113.01
MIAMI-DADE COUNTY Expiration Date: 11/15/17
Approval Date: 12/27/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub-Category: Non-Structural Metal Roofing
Material: Steel
Deck Tyne: Wood
Maximum Design Pressure -108.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions Test Product
Specifications Description
Berridge Cee-Lock Width= 16 %" TAS 125 G-90 galvanized panels coated with
Panel Thickness=24-ga various approved coatings Fluropon, or
Min Yield Strength: 63 ksi Kynar
Berridge Continuous Length= 5 '/2" TAS 125 Corrosion resistant, formed, steel clips for
Cee-Clip Rib Width= 1 %" metal panel installation.
Thickness=24-ga
MANUFACTURING LOCATION:
1. Houston,TX.
2. San Antonio,TX.
3. Sequin,TX.
EVIDENCE SUBMITTED:
Test A e� ncy Test Identifier Test Name/Report Date
Force Engineering&Testing Inc. 49-0194T-06A TAS 125 9/21/06
49-0194T-06B
49-0194T-06C
0000
PRI Asphalt Technologies,Inc. BMC-005-02-01 TAS 100 �•�•�; �.$/7/Q7
600606 00 0006.0
The Valspar Corporation Lab Test Certification ASTM G 23 600060 3/46/05 6 •
0000..
ASTM B 117 .666 -, 3/16/05
•
00000 6 666666 0666.
0000.. 0000 .6...
6 •
.. .. 0000 ....0.
66666. • 0
6 . 0100•
0000..
•
000 0000..
60 0 6666 0 6
NOA No.: 12-1113.01
MIAMMADE COUNTY Expiration Date: 11/15/17
Approval Date: 12/27/12
Page 2 of 6
APPROVED ASSEMBLIES:
System: Cee-Lock Steel Roof Panel
Deck Type: Wood,Non-Insulated
Deck Description: New Construction or Re-roof 15/32" or greater plywood or wood plank.
Slope Range: 2": 12" or greater
Maximum Uplift See Table A below
Pressure:
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d annular
ring shank nails spaced 6"o.c. In reroofing, where the deck is less than 19/32"thick
(Minimum 15/32"). The above attachment method must be in addition to existing
attachment.
Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4"side-
laps and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and
1'/4"armular ring-shank nails,spaced 6"o.c. at all laps and two staggered rows 12"o.c. in
the field of the roll. Or, any Miami-Dade County Product Control Approved underlayment
having a current NOA.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation# 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with Berridge Manufacturing company's current published installation instructions.
Metal Panels and Install the "Cee-Lock Steel Roof Panel" and accessories in compliance with Berridge
Accessories: Manufacturing Company's current published installation instructions and details. Flashing,
penetrations, valley construction and other details shall be constructed in compliance with
the minimum requirements provided in Roofing Application Standards RAS 133.
....
"Cee-Lock"Roof Panels shall be attached to the plywood substrate along its nm1 'a Pit using**• •
the approved clips (continuous,24-ga). Each clip shall be attach d•to tete substrate with ••
corrosion resistant#10-13 pancake head screws of sufficient lengSlp rpenetrate through thlbe0
sheathing a minimum of 3/16" at a spacing as listed in Table A b�l�W.• :....:
••e* . •
TABLE ••••• • •• ••
MAXIMUM DESIGN PRESSURES ••"" ""
.. .. .... .. ...
Roof Areas Field Perim ter Corner
Maximum Design Pressures —74.75 psf =108.5' sf •••
Maximum Clip Spacing 20" O.C. i 101 QC. ••Roo:
•
1. Extra olation shall not be allowed •
NOA No.: 12-1113.01
MIAMI-DADECOUNTY Expiration Date: 11/15/17
Approval Date: 12/27/12
Page 3 of 6
SYSTEM LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e. field, perimeters,
and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones(i.e. perimeters,extended corners and corners).
3. Panels may be rolls formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in
Roofing Application Standard RAS 133
4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement:
"Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen
below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model.
MIAMI-DADE COUNTY
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
GENERAL LIMITATION
1. An original signed and sealed company letter from Berridge Manufacturing Co. is required,proving that the Zee-
Lock Roof Panel System was purchased from Berridge Manufacturing Co. in order for this NOA to be valid on
any j ob.
PROFILE DRAWING
1/2" •....• ......
3/4" •
...... .. ......
.... . .....
...... ... .....
. . •
. . . . ......
16-1/2" :....:
CEE-LOCK PANEL PROFILE
NOA No.: 12-1113.01
MIAMI•DADECOUNTY Expiration Date: 11/15/17
Approval Date: 12/27/12
Page 4 of 6
16-1/2"
TYPICAL FASTENER PATTERN ACROSS WIDTH
1-7/16"
. . .... ......
...... .. ......
.... . .....
...... .... .....
1-3/8"
.. .. .... ......
. . . . ......
CONTINUOUS CEE-RIB CLIP
. . ......
000*
NOA No.: 12-1113.01
MIAMI•DADECOUNTY Expiration Date: 11/15/17
V,Mom Approval Date: 12/27/12
Page 5 of 6
Continuous Cee-Rib Clip
Cee-Lock Panel
Cee-Lock Panel
Wood Deck
#10-13 Pancake Head Screw 3/16"Min Penetration Through Deck
CLIP ASSEMBLY DETAIL VIEW
#10-13 Pancake Head
Screws Spaced 10"or 20"o.c.
Per Table A
24 Gauge Minimum
�(a p, io s. •i-
' moi" • • ••••••
•••••• •••• •••••
•• •• •••• ••••••
•
Deck-
16-1/2 • • • •
Minimum 15/32"Ply%ood • • •••
• •" ••••••
• * so:
Continuous Cee-Rib Clip •
ASSEMBLY ISOMETRIC VIEW
END OF THIS ACCEPTANCE
NOA No.: 12-1113.01
MIAMI•DADECOUNTY Expiration Date: 11/15/17
Approval Date: 12/27/12
Page 6 of 6
M I A M I-DADE MIARI I-DAD E COUNTY,FLORIDA
_ METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE ORRICE(BCCO) 140 WEST FLAGLER STREET,SUITE.1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
Alpha ProTech Engineered Products,Inc.
301 South Blanchard Street
Valdosta,GA 31601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the USC of construction
materials.The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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. Tile Miami-Dade County Product
Control Division (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. If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of Such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: REX SYNFELT
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state
and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted ....
herein. '
. . .... ......
RENEWAL of this NOA shall be considered after n renewal application has been filco• here has ....:.
been no change in the applicable building code negatively affecting the performance oC":product. •
TERMINATION of this NOA will occur after the expiration date or if there has beenra*"sion or:••• •
.www w .....
change in the materials use and/or manufacture of the product or process. Misuse of tlbys 1�Q,1 as an '
, , • wwww •www•
endorsement of any product, for sales, advertising or any other purposes shall automatipgMyx8rmina":. ......
this NOA. Failure to comply with any section of this NOA shall be cause for terminatiOq tad removal of. ••
NOA. : . ......
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cov*tnt arloridaand • �••••
followed by the expiration date may be displayed in advertising literature. If any portion of the NQA;4
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 renews NOA No.07-0316.04 and consists of pages 1 through 3.
The submitted documentation was reviewed by Jorge L. Acebo
NOA No.: 10-0629.01
Expiration Date: 10/04/15
Approval Date:
Page I of 3
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: Polypropylene
SCOPE:
This acceptance is for REx SYNFELT Roof Underlayment as manufactured by Alpha ProTech Engineered
Products, as described in this Notice of Acceptance,for use with approved prepared roof assemblies.
PRODUCT DESCRIPTION:
Product Dimensions Test Product
Specification Description
REX SYNFELT 48"x 250' rolls ASTM D 226 Woven polypropylene coated with a layer of
Type II UV stabilized polypropylene on both sides.
MANUFACTURING LOCATIONS:
I. Valdosta,GA
EVIDENCE SUBMITTED:
Test Agency Test Identifier 'fest Name/Report Date
PRI Asphalt Technologies AF.P-001-02-01 ASTM D 226 Type 11 01/25/05
Underwriters Laboratories Inc. R21906 UL 790 01/25/05
0000
LIMITATIONS: •
0000.. .. 0000..
1. Fire classification is not part of this acceptance,refer to a current Approved Reaft Materials :0990:
Directory for fire ratings of this product •••• 0 •
• • •Osseo
2. This acceptance is for prepared roofing applications. Minimum deck reyuiremggVosh#ll be in 090900:..0
compliance with applicable building code. • • •
0. .. 0000 0000.0
3. REX SYNFELT shall be applied to a smooth,clean and dry surface with deck fr(rat legularitie?
All nails in the deck shall be carefully checked for protruding heads. Refasten any 4s4o 000000
decking panels. Sweep the deck thoroughly to remove any dust and debris prig toilpplication. �••••%
.. 0000 O
4. REX SYNFELT shall not be hot mopped,refer to manufacturer's published literature for produaK
compatibility.
S. REX SYNFEL"I'shall not be left exposed as a temporary roof for longer than 30 days of
application.
6. REX SYNFELT shall not be applied over an existing roof membrane as a recover system.
NOA No.: 10-0629.01
Expiration Date: 10/04/15
Approval Date:
Page 2 of 3
INSTALLATION:
1. REX SYNFnT shall be installed in strict compliance with applicable Building Code.
2. Rm SYNFELT shall be installed with a minimum 4-inch head lap in a shingle layer fashion and
be fastened as specified in Florida Building Code,Building volume 1518.2
3. REX SYNFELT is a component used in roof assemblies. Roof assemblies are approved under
specific assembly Notice of Acceptance.
4. REX SYNFELT may be used with Asphalt shingles, Wood shakes and shingles, Non-structural
metal roofing, and quarry slate.REX SYNFELT shall not be used as roof tile underlayment.
5. REX SYNFELT may be used with any approved roof covering Notice of Acceptance listing REX
SYNFGLT as a component part of an assembly in the Notice of Acceptance. If REX SYNFELT is
not listed,a request may be made to the Authority Having Jurisdiction (AHJ)or the Miami-Dade
County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products, wind.uplift resistance,and fire testing results.
6. For fire classification of specific roof assemblies using REX SYNFELT refer to a current
Approved Roofing Materials Directory for fire ratings of this product.
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or
logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade
County Product Control Seal as shown below.
Miami aapECOUNTY
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. ''his Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in or�eleto•
properly evaluate the installation of this material. ••• •••• •"•;•
END OF THIS ACCEPTANCE
.... . .....
...... .... .....
.. .. .... ......
. . . . ......
NOA No.: 10-0629.01
Expiration Date: 10/04/15
Approval Date:
Page 3 of 3
•
REX
SynFelt
p
Proh.1h14_: N/www.rex-synfelt.com
REX' SynFelt is a high strength woven synthetic roof underlayment that can save you 50% in
labor and time expense, compared to 30#felt. Here's why:
• The most slip resistant underlayment : • • - '" • w - • .
in the industry. Roll Width 48 in.
• 20 times stronger than felt-won't Roll Length 250 ft.
tear-off or buckle when wet. Weight Per Square 2.8 lbs
• 10X lighter per square and 20X Nail Seal Ability Pass ASTM D-1970
stronger than 30#felt Water Transmission Pass ASTM D-4869
• 10 squares per roll weighing only 28 lbs Tensile Strength ASTM D-828
• UV resistant and can be exposed for up MD 96 lbs
to 6 months
CD 116 lbs
• Light gray color reduces heat and
Tear Strength ASTM D-4533
provides cooler working surface
MD 58 lbs
• Pre-printed nailing pattern speeds
installation CD 77 lbs
Pliability Pass ASTM D-226
The smartest builders and roofers in Water Ponding Pass ASTM D-779
America use REX 'SynFelt.
0000
. . 0000 0000..
.. 0000..
Composite Material 100%Polypropylene Asphalt 000;0.
0000..
Weight Per Roll 28 lbs 60 lbs ......
Soso
s0 ; • •
*00
UV-Resistant YES - Up to 6 months No 0 0
VIMO 0000 0000.
Anti-Slip Surface YES - Using advanced technology No 00 .. 90:0 0 0 0.0 0
Tear-Resistant YES- 20x that of 30#Felt No
0000..
Warranty YES - 25 Years ( No ••'•••
0.0.00
Class A Fire Rated YES -Offering better roof protection No •• :069
•
Pre-Printed Nailing Pattern IYES No
Roll Length 1250 lineal feet 72 lineal feet
Roll Width 48 in. 36 in.
Alpha ProTech Engineered Products Inc.
301 South Blanchard St:,
Valdnsta.GA 31601
81116-1.312-1 837
REX'
q SynFelt
4/www.rex-synfelt.com
1. Please insure the roof deck is clean, smooth, and dry prior to beginning installation.
2. REX 'SynFelt is laid out horizontally(parallel)to the eave with the printed side up,with 3"(76
mm)horizontal laps and 6" (152 mm)vertical laps. On roof slopes less than 3:12, REX'" Syn-
Felt should be lapped at 24" (61 cm) or to center line as printed, over the underlying course.
3. REX-SynFelt should be attached to the roof using plastic cap roofing nails having a 1" (25mm)
diameter plastic cap. Spacing shall be ate,, (20 cm)on center at both horizontal and verti-
cal caps for normal wind zones. In high wind zones and coastal areas, REX 'SynFelt shall be
fastened at 4" (101 mm)at both horizontal and vericle laps. In all cases fasten at 24"(61 cm)
on center along the center of the roll in the field of the roof. The pre-printed nail pattern is to
the spacing as described above for both normal as well as high wind conditions.
4. The use of staples to attach REX-SynFelt is permitted only when the final roof covering is to
be installed immediately afterward. Pneumatic staple guns are not recommended.
5. Where seams and joints require the use of sealant or adhesives, use a high quality, low
solvent, asbestos free, plastic roofing cement meeting ASTM D-4586 Type 1, Federal Speo-
SS-153 Type 1 and consult manufacturer's installation instructions. '••' ••"••
.:: 0
- .. ......
6. Depending on roof pitch and surface conditions, it is recommended that ro@949461
toe-boards or a storage platform be secured to support roofing materials pfdtlenon rcLf..;. •
.... . .....
...... .... .....
7. REX-SynFelt is not designed for indefinite outdoor exposure, and it is recor�ul'i awned that:. :::::o
installation of the final roof covering take place within 6 months. ••••°• •
. - . . ......
8. As with any roofing product, always be careful to observe safe roofing code%Qn4ractice-%..
as by OSHA Regulation Standard - 29CFR and Fall Protection Systems Criteria and •• •
Practices - 1926.502.
Alpha ProTech Engineered Products Inc.
301 South Blanchard St,
Valdosta,GA 31601
866.31 R-18.37
r
REX'
SynFelt
Alpha Ensr E� �,/www.rex-synfelt.com
ProTech r•��,r�t�
REX-SynFelt 30# Conventional Felt
100%Polypropylene Asphalt
Most slip resistant in the industry due to a Hard to walk on without slipping
proprietary formulation and unique walking pattern
28 lbs per roll- 1 Ox lighter per sq than 30#roofing felt 60 lbs per roll
10 squares per roll-48"wide x 250 lineal feet 2 squares per roll - 36"wide x 72 lineal feet
20x stronger than felt. Highest cross directional Easy to tear
tear resistance in the industry.
Can be left exposed for up to 6 months with no Begins to degrade immediately
degrading
25 year warranty No warranty
9999
9999 990.•0
Lays flat and is water resistant. Superior drapability in Puckers&wrinkles when wet •• • ••• 0 •0
valleys,on ridges and hips Cracks in valleys,on ridges at"I MCs'• •• 690900
9999•• • • •
9999.•
9999 • • • •
Pre-printed nailing pattern and overlap lines to No nailing pattern *•0.9 0 : 00000
• •
speed installation 999900 9999 9999.
.•. 9999••
9999•• • •
Class A fire rating No fire rating • •
9999.•
• • • 9999•.
•• . 9999 • •
Saves up to 5D%time in labor installation No comparison
Alpha ProTech Engineered Products Inc. Nationwide Distributions Centers
301 South Blanchard St. Valdosta,Georgia
Valdosta,GA 31601 Janesville,Wisconsin
866312.1837 Nogales,Arizona
Salt Lake City,Utah
MIAMI-DADE COUNTY
pM�IIADADE
MIAMI-KE ) CONTROL SECTION
1�m 11805 SW 26 Street.Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.►niamidade.2ov/economy
GAF
1361 Alps Road
Wayne,NJ 07470
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. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: VersaShiel&' Fire-Resistant Roof Deck Protection and VersaShield':" SOIOT" Fire-Resistant
Slip Sheet
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
66
RENEWAL of this NOA shall be considered after a renewal application has been filed ani thele has be:r 66*•changp6 •
in the applicable building code negatively affecting the performance of this product. ... .•
696.66 .6 6666..
TERMINATION of this NOA will occur after the expiration date or if there has been a-reviSron or change in tl..•
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an er0d 1&61ent ojoW.product, '
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure 0o:o ply with..y sectio*no:0
of this NOA shall be cause for termination and removal of NOA. •
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, FlbrA,and foJlowQd by t".6:.
66
expiration date may be displayed in advertising literature. if any portion of the NOA is display�d,.hen i;sh6a6l e done��•�j
in its entirety. •• 0000
•
6.:6
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. 1 I-1 1 10.09 consists of pages 1 through 3.
The submitted documentation was reviewed by Juan E. Collao, R.A.
1a NOA No.: 13-1104.06
MIAMI-DAD'COUNTY= Expiration Date: 02/07/17
Approval Date: 02/20/14
Page 1 of 3
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: Fiberglass
SCOPE:
This acceptance is for VersaShieldo Fire-Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and
VersaShield®Solo'" Fire-Resistant Slip Sheet(a.k.a"VersaShield SoloTM"), as described in this Notice of Acceptance,
for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High
Velocity Hurricane Zone of the Florida Building Code.
PRODUCT DESCRIPTION:
Manufactured by Test Product
Applicant Dimensions Specifications Description
VersaShield®Fire- 42"x 100' rolls ASTM D 226 Non-Asphaltic fiberglass-based Underlayment
Resistant Roof Deck Type II and/or fire barrier.
Protection
VersaShield®SoloTM 72" x 166.7' rolls UL790 Non-Asphaltic fiberglass-based slip sheet and/or
Fire-Resistant Slip Sheet fire barrier.
MANUFACTURING LOCATION:
1. Conover,NC
EVIDENCE SUBMITTED:
Test A2ency Test Identifier Test Name/Report Date
PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10
ELK-063-02-01 TAS 100 ••••% /01
Underwriters Laboratories Inc. 99NK45831 UL790 •.•' ..Q3/2.1/00
1 ONK 11990 UL790 ...... 01141111 ....%
R19254 ASTM D 226 ••• 09/13/01 •
08CA37926 UL790 ••••. ,OW:3/09 •
08CA49140
PRI Asphalt Technologies, Inc. ELK-069-02-01 TAS 100 ••: 43/V4/02 •• •
BRY-003-02-01 TAS 117(B) •*41/19/02
BRY-003-02-01 TAS 114 (H) ....;.
INSTALLATION:
1. VersaShield®Fire-Resistant Roof Deck Protection or VersaShield®Solo"Fire-Resistant Slip Sheet Mtl•be
installed in strict compliance with applicable Building Code.
2. VersaShield®Fire-Resistant Roof Deck Protection or VersaShield®Solo TM Fire-Resistant Slip Sheet shall be
installed with a minimum 4-inch head lap in a shingle layer fashion.
3. VersaShield®Fire-Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in
compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II
underlayment.
NOA No.: 13-1104.06
MIAMI•DADE COUNTY Expiration Date: 02/07/17
Approval Date: 02/20/14
Page 2 of 3
LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire
ratings of this product
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.
3. VersaShield®Fire-Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30
days of application. VersaShield®Solo?"' Fire-Resistant Slip Sheet shall not be left exposed to the weather.
4. VersaShield® Fire-Resistant Roof Deck Protection and VersaShield' SoloT"' Fire-Resistant Slip Sheet are a
component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance.
5. VersaShield® Fire-Resistant Roof Deck Protection or VersaShield® SoloT"' Fire-Resistant Slip Sheet may be used
with any approved roof covering Notice of Acceptance listing. VersaShield® Fire-Resistant Roof Deck Protection
or VersaShield® SoloT"°Fire-Resistant Slip Sheet may be used as a component part of an assembly in the Notice of
Acceptance. If VersaShield®Fire-Resistant Roof Deck Protection or VersaShield°SoloT"' Fire-Resistant Slip Sheet
is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product
Control Department for approval provided that appropriate documentation is provided to detail compatibility of the
products,wind uplift resistance, and fire testing results.
6. VersaShield® Fire-Resistant Roof Deck Protection and VersaShield® Solo" Fire-Resistant Slip Sheet are a non-
asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of
specific roof assemblies using VersaShield® Fire-Resistant Roof Deck Protection or VersaShield® SoloT' Fire-
Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product.
7. 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.
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and
state of manufacturing facility,yellow line to identify the ASTM Standard designation or logo, and the following
statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as
shown below.
QMIAMI.DMADE COUNTY ."".
, . ..� � 0000 0000..
BUILDING PERMIT REQUIREMENTS: 000:0.
0000..
Application for building permit shall be accompanied by copies of the following: .••••. :000:0 •
0000 . 0000.
1. This Notice of Acceptance. •
0000.. 0000 0000.
2. Any other documents required by Building Official or Applicable building code in or:l ;:a;ropel�yVyaluate tbe....
installation of this material.
0000..
. . . . ..
0000
.0....
END OF THIS ACCEPTANCE 0006 ;••••0
0000
� NOA No.: 13-1104.06
MIAMI•DADEC... OUNTY Expiration Date: 02/07/17
O -
Approval Date: 02/20/14
Page 3 of 3
WOq<
DURO—LAST, INC. DETAIL 1010
525 Morley Drive
Saginaw, MI 48601
FS T 9
Field weld
minimum
Duro—Last _
membrane
Silicone rolling
tool
Hot air • ••�•0• ••• s0
welder ••. •
...... .. ... ..
%Oae
ease . 009 4 e
90:00: eels ... .
.. .. .... ... ..
......
9 0004
00 %
. . e0a 4 9s
Note: After any field seam is completed, it n'iLst be :*"* '
probed to ensure that a secure weld has been
made.
DATE: JANUARY 2009 GENERAL DETAILS
'0 COPMGW 2009 DRAWN BY: ENG. DEPT. FIELD SEAMING
SCALE: NONE NEW CONSTRUCTION.OR RE-ROOF
W0&
�-�
DETAIL 1020 ,�'Z' �, DURO—LAST,
(' INC.
, o
525 Morley Drive
off® Saginaw, MI 48601
FST RD
4' x 8' Insulation 4' x 4' Insulation
0
0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0 o a
O 6 „ 6
4' X 8' Type X Gypsum,
2' x 4' Insulation DensDeck®, or SECUROCKTM
0 0 0 0 0 0
0 0 0 0 0 0
....
O 0 •V •• • • f
••••••
12 , • • •• ..•. •••••
' 6 •
. . .•.. •...•.
. . . . ......
Note 1 : Stagger sheets 50% from row to row for effective
fastening.
Note 2: These fastening patterns are to be used with
mechanically fastened systems only.
DATE: JANUARY 2009 GENERAL DETAILS
............. . .
tooatt+"sone DRAWN BY: ENG. DEPT. INSULATION & RECOVER FASTENING. .._...............-._
SCALE
NONE NEW CONSTRUCTION OR RE—ROOF
VVo'9 4
DETAIL 1060 DURO—LAST, INC.
525 Morley Drive
Saginaw, MI 48601
FS o�c®0
T fto
Edge of previously
installed deck sheet. 3 or 6—inch fastening tab.
Cut fastening
tab back 6—inches.
Fabricate a 1 1 /2—inch
field weld after cutting
out tabs. ';a
Fasten 5 plates between
120—inch laps, 2 plates
in between 60—inch
laps and 1 plate
between 28—inch laps.
Note:
Overlapping 6—inches and cutting back fastening tabs :::VDwS..:.
adequate space for fastening and field seaming. Wh&R--Gwtting
back the fastening tab, be careful not to cut the top* laytr cf.,,:, *ago*@
membrane.
DATE: JANUARY 2009 GENERAL DETAILS
........... ............................. I......................._____ ____ ..............................
0 C"I%ff 2009 DRAWN BY: ENG. DEPT. DECK SHEET SEAMING
SCALE: NONE NEW CONSTRUCTION OR RE-ROOF
wo
DURO—LAST, INC. DETAIL 1180
525 Morley Drive
e o�® Saginaw, MI 48601
Fsr ao
-... arapet wQll
6X6 butterfly corner 6X6
(special order only)
corner
- � 6X6 outside _
corner (typ•)
• • 6'60• ••• ••
� 0000•• •• ••• ••
0000•• •
0000 • • • •
0000 • ••• •
0000•• 0000 ••• •
• • •
•• •• 0000 ••• ••
•90.60 • •
•0006•
•• • 0000 • •
•
0000
Note:
Different uses for the 6X6 inside and outside corners. Remember
to keep the embossed side out on tan and the smooth side out
on white and gray. Butterfly corners are special order only.
DATE: JANUARY 2009 GENERAL DETAILS
©COPPYRIGW 2009 DRAWN BY: ENG. DEPT. INSIDE AND OUTSIDE CORNERS
SCALE: NONE NEW CONSTRUCTION OR RE-ROOF
WOq<
DETAIL 1190 DURO—LAST, INC.
525 Morley Drive
Saginaw, MI 48601
FST aoo
Figure "A" — All tabs with
spacings of 60—inch or less
(3—inch Fastening Tab) -- •
Figure "B" — All tabs with \ 1
spacings greater than 60—inch �_ I
(6—inch Fastening Tab) --- 1
1 1 •
40
40
_ •••.•. •
O .. . •••••• • •
NOTE 1: On mechanically attached systems, the fastening plates must be installed
with the edge of the plate on the outside edge of the fastening tab, as
illustrated above.
NOTE 2: This does not apply to the "Duro—Roof" method of tab attachment
where the tab will be adhered. See the Duro—Roof specifications for
additional information.
DATE: JANUARY 2009 GENERAL DETAILS
000PYR W 2002 DRAWN BY: ENG. DEPT. POLY-PLATE POSITIONING
SCALE: NONE NEW CONSTRUCTION OR RE-ROOF
t' woq<
DETAIL 4010 DURO—LAST, INC.
!► t ° 525 Morley Drive
ST ao 0<0 Saginaw, MI 48601
F
Rectangular penetration
Fasten
6—inches
on center
+ + Duro—Last
8—inches prefabricated
min. + + custom curb
+ + flashing
+ +
+ +
+ + + + +
0000
•• 0000••
•
• • •
• • •
22 T��
00.0• 0• 0000••Deck .a� 0000• • 0000..
0000
:000:-
• • •
• 00.•.0•.
.00• . 0000.
.•••.
0000 0000 0000.0
.6
•... . 6 •
. •
. . . . 0
00.000
000..
. 0 .
.. 0000 •0066•
•6•.
Note 1 : Perimeter fastening of the deck membrane will be the
some fastening pattern as the field membrane, max.
18—inches on center, and no less than one fastener per
side.
Note 2: All termination bar to have a fastener 1 —inch max. from
each corner.
DATE: JANUARY 2009 ROOF PENETRATION DETAIL
0c0PM>ff 2009 DRAWN BY: ENG. DEPT. RECTANGULAR PENETRATION
SCALE: NONE NEW CONSTRUCTION OR RE-ROOF
WO&
„ (P DURO—LAST, INC. DETAIL 4070
° 525 Morley Drive
IP, �c• Saginaw, MI 48601
FSt ROO
Typical vent pipe
Stainless steel band
Duro—Last caulk positioned 1 /4—inch
from the top of the
stack flashing
Duro—Last
prefabricated vent
+ ° stack flashing
8—inches +
min. +
+
+
+ + +
. . .... ... ..
Deck •• •
...... .. ... ..
...... .... ... .
.. .. .... ... ..
Note 1 : If a lead flashing is present on the pipe, it; mut b'e :• ••�
removed before a Duro—Last stack flashing is install�Kee •
Note 2: Membrane attachment around the penetration will be the
same as the deck membrane, max. 18—inches on center,
and a minimum of one plate/fastener per flashing.
DATE: JANUARY 2009 ROOF PENETRATION DETAIL
'OcOPMcW 2009 DRAWN BY: ENG. DEPT. ROUND PENETRATION
SCALE: NONE NEW CONSTRUCTION OR RE—ROOF
DETAIL 5020 DURO—LAST, INC.
� o
Aob,Ata 525 Morley Drive
�4```w �c• Saginaw, MI 48601
Fsr Roo
Duro—Last Two—Way Vent
with prefabricated skirt
Factory welded
Existing roof vent skirt
system
New
insulation
Existing
insulation
Deck •
. . .... ......
...... .. ......
.... . .....
Note 1 : Install one vent for every 1 ,000 square feet or•gorjion c:�•• ••'••�
1 ,000 square feet of roof area. Vents shall b(�' evenly '•';�•
spaced between rows of fastening tabs across 1i;; Yoof. A. .•••••
minimum of 1 vent per roof area is required. "•'•�
Note 2: Cut a 7—inch hole through the Duro—Last membrane for
00
vent installation and install the feet of the vent under the
membrane. Do not fasten the vent to the deck.
Note 3: Duro—Last 2—way air vents are not required on coolers or
freezers, or open structures such as carports.
DATE: JANUARY 2009 TWO-WAY VENT DETAIL
0 COPYRICK 2009 DRAWN BY: ENG. DEPT. TWO-WAY BREATHER VENT
SCALE: NONE NEW CONSTRUCTION OR RE-ROOF
WoR<
DURO—LAST, INC. DETAIL 6030
525 Morley Drive
{ o�c• Saginaw, MI 48601
FST R�
Duro—Last caulk
+ + +
I
1
Refer to detail 6010 for tab spacing i
Duro—Last prefabricated parapet
wall flashing
. • .... •.• ••
.. ... ..
to
......
...... .... ... .
Deck '
.. .. .... ... ..
.. voo
.•..
Note 1 : Fascia bar and cover may be used in place of
termination bar.
Note 2: When attaching the parapet flashing to the substrate, the
appropriate fastener must be used. The fastener for the
wall flashing may be different than the fastener used on
the horizantal roof decking.
DATE: JANUARY 2009 PARAPET WALL DETAIL
000P GW 2002 DRAWN BY: ENG. DEPT. OUTSIDE WALL TERMINATION
SCALE: NONE NEW CONSTRUCTION OR RE—ROOF
� Wo R<
N DURO—LAST, INC. DETAIL 3110
c� 525 Morley Drive
04k• Saginaw, MI 48601
Z'ST R0
THE USE OF THIS DETAIL IS NOT
ALLOWED ON FULLY ADHERED
INSTALLATIONS — SEE DETAILS FA31 10 - �
IN THE FULLY ADHERED SECTIO _
..f�
2—Piece Compression� 24 Gt
tal Cover /�rW�rL1J �
Snap—On Base
Min. Y2"
1
3/!!
4
Penetration
Min. 1' E.
*Fasten 6—inches on center with Membrane should extend
1Y4—inch long roofing nails. Increase beyond wood nailer by
a min. of 1--inch.
fastener spacing to 3—inches on �--
center at the corners of the roof
(10'-0" min).
See Note 5:
Note 1 : The use of this detail is not to exceed a 2—inch per 12—inch
slope.
0406 .. ...
. . •
.. 0 .00 . •
Note 2: A wood nailer is required if one or more inches .of.irasulation•ms •�•
used. Top of wood nailer is to be flush with top•";•i-nsulatioPh. : ...:
Be sure that the wood nailer extends at least Y2,1i1*T-'• bey,md*•the
horizontal edge of the snap—on base. • •
0000.• 6... • •.•
• •
•• •• 46.. • 0000
Note 3: The fasteners used to attach the base to wood p"Lars, and •the •,
membrane to the face of the noilers, must be spaced no;,jgr.jgter 1190'
than 6—inches on—center. The fastener spacing n,ust••be increased : ..•:
to 3—inches on—center when attaching the base vJithi� 10—VAT
(min.) of the outside corners of the building. 0000
Note 4: Allow for A—inch expansion gap between 10—foot lengths of
snap—on base. Overlap the snap—on covers by 2—inches between
10—foot lengths.
Note 5: When installing this detail with a 6—inch or greater vertical
surface, additional mechanical attachment is required on the snap
on base.
DATE: JANUARY 2009 EDGE._. .--DETAIL-
_ . . _ _0000 _
___........ ._..
....._.._..___.. _....... .
©COPMGHT 2009 DRAWN BY: ENG. DEPT. 2-PIECE COMPRESSION EDGE
SCALE: NONE NEW CONSTRUCTION OR RE-ROOF
^
Duro-Guard TIM Metal Compression System
lit
DA TA SHEET!
W.
Description:
Duro-Guard°'Metal Compression System may be used Note:
as o perimeter flashing for the Dun-Laut@>roofing ° The metal base and metal cover are ordered
system. The system consists ofaGowa|umo00steel base separately in1Dfoot lengths. They will bopackaged
and asnap-on metal cover. The system iolisted by incardboard tubes orwooden crates.
FMApprovals aoaClass 1 perimeter flashing with the ° The cover iashipped with uprotective plastic film
4inch (1O2mm)wide system achieving aClass 1'3OO which should boremoved prior toinstallation.
and the Oinch (152mm)wide system achieving aClass ° Tnclean the metal cover use soap and water(i.e.
1'135. 1/3cup laundry detergent per gallon ofwator).
°
The base iofabricated from 24'gaugoGa|va|uma
steel and comes in 1Ofoot lengths. The base is
available inwidths ranging from 30n8inches
(76-203 mm).
°
The metal cover io1Ufeet long and available in
24'gougegalva|umosteel with 2Ostocked finishes
auwell aointhese specialized metals:
° O4Oaluminum with Kynarfinish.
~ O4Ualuminum with mill finish.
` 16-oz. copper.
~ 24-gaugastainless steel.
` 24-gougobondohzod (painteb|o) steel.
Contact Duro-Last, Inc. to request a color chart, | =
samples and information regarding custom metals and
finishes.
°°°°°° °
°°°°
Installation: °
i. Awood nailer iorequired if1 inch orgreater uf ==�°
insulation isused. The top ofthe nailer must beflush * *
with the top ofthe insulation.
2. Fasten the flange ofthe metal base with fasteners
spaced Oinches un center. When installing the base
within 1Ofeet ufanoutside corner the fastening
pattern io3inches oncenter. ° °~
3. Bring the roof membrane over the base and fasten it
Oinches nn center into the vertical face ufthe metal °
°°°
b000 VVhoninotuUingvvithin1Ofeet ofonoutside °°°/ ° ° �
corner the fastening pattern is3inches oncenter, *
4. Install the metal cover over the base and membrane. Duro-Guard Metal
5. The metal cover should boinstalled oothat the joints Compression System
between sections are offset eminimum uf12inch
(see details 31OO& FA311O)
(25mm)from the joints between sections nfthe
metal base.
U. Adjacent sections ofcover are designed Vooverlap.
Nojoint clips are required.
7. Refer hodetail drawing 311Ufor installation
information when roof system iumechanically
attached orFA311Owhen the roof system isfully
adhered. Duro-Last: The Proven P��o��e�&
- __-_-_____.....
_--_
