HomeMy WebLinkAboutProduct Approval (4) MIAMI-DADE COUNTY
MIAMI
� 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)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
4 Interwrap,Inc.
32923 Mission Way
Mission,BC,Canada V2V-6E4
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
j 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: Titanium®UDL-30/Titanium®PSU-30,Titanium®UDL-25 PLUS/Titanium®PSU-30,
and UDL-MD(2 ply)/Titanium®PSU-30 Underlayment System
7 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 donsidered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as'an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA# 13-0730.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
�r MIAMI• E COUNTY NOA No.: 14-0603.19
DAD
Expiration Date:01/26/22
Approval Date:02/02/17
Page 1 of 7
RA-MDALL Gal STOFFY ARCHITECTS9 PA
TP379 AR#0011105
PROVED ®REVISE&RESUBMIT
®APPROVED AC:%CORRECTED ® REJECTED
Thls revive-;A only for garlaral conformanCe Wiih the design concept of the
prCjaU and general ar�+n�pfiGilC^4 vilim tilt;tnforraalicn gPecn in the Contract
cn:nmants n!;:de cn tlt0 shop drawings during
{j.i,' n may. . ♦_-tip;A.,<•
Cs7 p
nt,aCl:^i from compliance with the regtare-
C"�"si 3 t:i'1%e,.Iluo,,�W`:i;,;;�C;tlCEi;nnS.Apprav;ri of a specific(tern shall not
inCi.i."i apr"RT» of en a;:sernbly of which ft item is a component.Con-
e"
tractor is responsible for:Dimensions to be confi:med and Correlstod at the
job sits;ImonTiiatan that partains solely to the fabrication processes or to
the means,merhads,to0niques, sequences and procedures of construc-
tion:ocordination of the work of all other trades:and for performing all work
in a safe
�jand
jsatisfactory manner.
DAM
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i
1
" MIAMI-DADE COUNTY
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)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Interwrap,'Inc.
32923 Mission Way
Mission,BC,Canada V2V-6E4
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.
I
l 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: Titanium®UDL-30/Titanium®PSU-30,Titanium®UDL-25 PLUS/Titanium®PSU-30,
and UDL-MD(2 ply)/Titanium®PSU-30 Underlayment System
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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,'advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
' This NOA renews and revises NOA# 13-0730.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
FSok NOA No.:14-0603.19
MIAMFDADE COUNTY x
• '<., 'b .. : Expiration Date:01/26/22
Approval Date:02/02/17
Pagel of 7
File Copy
ROOFINGCOMPONENT APPROVAL
Category:
Roofing
Sub-Cateaory: Underlayment
Material: Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product Dimensions Test Product
Specification Descrintion
Titanium®UDL-25 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one
PLUS Type I&H side coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Manufacturing
Location#1
UDL-MD(2Ply system) , 48"x 250'rolls ASTM D226 Woven synthetic polymer underlayment with a
Type I&II chemical slip resistant and UV protected coating on
Manufacturing both sides.
Location#2
Titanium®UD1-30 48"x 250'rolls ASTM D226 Woven synthetic polymer underlayment with two
I Type I&H sides coated with UV protected and slip resistant
Manufacturing polymer stabilized polypropylene on both sides.
Location#1
Titanium®PSU-30 36"x 72'rolls TAS 103 Unreinforced polymer modified bitumen material
adhered to the underside of a polymer-coated,
Manufacturing synthetic woven sheet. The underside is backed
Location #3 with a release film.
MANUFACTURING LOCATIONS:
1. NIL
2: ML3
. 3. ML4
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NOA No.:14-0603.19
CMAMI-DADECOUMY Expiration Date:01/26/22
Approval Date:02/02/17
Page 2 of 7
EVIDENCE SUBMITTED:
Test Men cy Test Identifier Test Name/Report Date
Intertek Testing Services #3031783 TAS 104 , 02/19/03
1 3124826-01 ASTM E108 02/19/08
3119607COQ-003B ICC-ES AC48 02/20/08
3130639COQ-002A ASTM D226 02/20/08
3124826MID-007 ASTM E108 02/25/08
3146738COQ-003B ASTM D-1876/TAS 117 03/28/08
3146738COQ-603A ASTM D226 04/22/08
Trinity ERD I35520.06.11 TAS 103/TAS 104 06/15/11
I35520.06.11 TAS 103/TAS 104 06/15/11
I38010.08.11 ASTM D226 08/11/11
I35520.08.11-1 TAS 114 08/12/11
I35520.08.11 ASTM D2523/D1781 08/17/11
144970.07.13-R1 ASTM D226,ASTM D1876 . 09/09/13
and TAS 114(C)
I
I •
- i QML4DADEC=NT
NOA No.:14-0603.19
• Expiration Date:01/26/22
Approval Date:02/02/17
Page 3 of 7
r •
APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES:
Deck Type 1: Wood
Deck Description: 19/32." or greater plywood or wood plank ,
System E(1): Base sheet mechanically fastened to,deck,subsequent cap membrane self-adhered.
All General and System Limitations shall apply.
i
Base sheet: One or more plies of Titanium®UDL-25 PLUS or Titanium®UDL-30 applied with
minimum 4"horizontal laps and minimum 6"vertical laps and mechanically fastened as
noted below.
Note: Titanium®UDL-30 shall be inverted to provide a smooth bonding surface. Primer is
not required when Titanium®UDL-30 is installed inverted(printed side facing down)
Fastening: Miami-Dade approved nails&metal/tin caps spaced 6"o.c.at the 4"horizontal laps and 8"
o.c.in a grid pattern having three,equally spaced, staggered rows in the field of the sheet.
I
Primer: Metal/Tin caps shall be primed with ASTM D41 primer
i
Ply Sheet: (Optional)Titanium®PSU-30,self-adhered with minimum 3"horizontal laps and minimum
' 6"vertical laps.
Membrane: Titanium®PSU-30,self-adhered,with minimum 3"horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium®PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle,mechanically fastened roof tile,foam-on roof tile,metal
roofing,wood shakes&shingles or slate roof assemblies.
Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam-on tile roof assemblies,approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive.
MIAMbDADE COUNTY
NOA No.:14-0603.19
Expiration Date:01/26/22
Approval Date:02/02/17
Page 4 of 7
Deck Type l: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Base sheet mechanically fastened to deck,subsequent cap membrane self-adhered.
r 'All General and System Limitations shall apply.
Base sheet: One or more plies Titanium®UDL-30 applied with minimum 4"horizontal laps and
minimum 6"vertical laps and mechanically fastened as noted below.
Fastening: Miami-Dade approved nails&metal/tin caps spaced 6"o.c.at the 4"horizontal laps and 8"
o.c.in a grid pattern having three,equally spaced,staggered rows in the field of the sheet.
Primer: Titanium®UDL-30 shall be primed on the printed side with ASTM D41 primer prior to
placement of cap sheet.
Ply Sheet: (Optional)Titanium®PSU-30,self-adhered,with minimum 3"horizontal laps and minimum
6"vertical laps.
Membrane: Titanium®PSU-30,self-adhered,with minimum 3"horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium®PSU-30 parallel to the eave,using a heavy
pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle,mechanically fastened roof tile,foam-on roof tile,metal
roofing,wood shakes&shingles or slate roof assemblies.
Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam-on tile roof assemblies,approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive.
i
MIAMI•DADE COl1NTY
NOA No.:14-0603.19.
Expiration Date:01/26/22
Approval Date:02/02/17
Page 5 of 7
1
Deck Type 1: Wood
! Deck Description: 19/32'; or greater plywood or wood plank
System E(3): Base sheet mechanically fastened to deck,subsequent cap membrane self-adhered. .
All General and System Limitations shall apply.
Base sheet-' 'One or more plies of UDL-MD(2Ply system)applied with minimum 4"horizontal laps and
minimum 6"vertical laps and mechanically fastened as noted below.
Fastening:': Miami-Dade approved nails&metal/tin caps spaced 6"o.c.at the 4"horizontal laps and 8"
o.c.in a grid pattern having three,equally spaced,staggered rows in the field of the sheet.
Ply Sheet: (Optional)Titanium®PSU-30,self-adhered with minimum 3"horizontal laps and minimum
6"vertical laps.
Membrane: Titanium®PSU-30,self-adhered,with minimum 3"horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium®PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle,mechanically fastened roof tile,foam-on roof tile,metal
roofing,wood shakes&shingles or slate roof assemblies.
Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam-on tile roof assemblies,approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive.
F
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CMIAMI-DADECOUNTY
NOA No.:14-0603.19
• •. Expiration Date:Ol/26/22
Approval Date:02/02/17
Page 6 of 7
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance. -
2.. Any other documents.required by the Building Official or applicable building code in order to properly
evaluate the installation of this material.
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: Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities.All nails in.the deck shall be carefully checked for protruding heads. Re-fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
4. Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium® PSU-30, UDL-MD (2Ply
system) / Titanium® PSU-30 two-ply underlayment system, may be used in asphalt shingle, mechanically
fastened roof tile,foam-on roof tile,metal roofing,wood shakes&shingles or slate roof assemblies.
5. The standard maximum roof pitch for the Titanium®UDL-25 PLUS/Titanium®PSU-30,Titanium®UDL-30
/Titanium&PSU-30,UDL-MD(2Ply system)/Titanium&PSU-30 two-ply underlayment system shall be 5:12
for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat tiles
shall be staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with
maximum 7 tiles high on the slope atop base tiles(Total of stack not to exceed 9 tiles). At roof slopes greater
than the above limitations,the use of loading battens or toe boards are required to load the roof tile.
6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system.
7. Titanium®UDL-30/Titanium®PSU-30,Titanium®UDL-25 PLUS/Titanium@ PSU-30,UDL-MD(2Ply
system)/Titanium®PSU-30 two-ply underlayment system shall not be left exposed as a temporary roof for
longer than 90 days of application.
8. Titanium Synthetic Underlayments are components used in roof system assemblies.Roof system assemblies are
approved under a specific Notice of Acceptance.Refer to Prepared Roofing System Product Control Notice of
Acceptance for listed approval of this product with specific prepared roofing products.
9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing
Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If
Titanium Synthetic Underlayments are 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.
10. 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.
MUM-DADECOUNTY
•
f
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
NOA No.:14-0603.19
• • Expiration Date:01/26/22
Approval Date:02/02/17
Page 7 of 7
4/2/2018 Florida Building Code Online
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Product Approval Menu>Product or Application Search>A_pylication List>Application Detail
— —F1-17022-117
RANDALL Ea 57OFFT ARCHITECTS, PJL
3379 AI*311105
APPROVED ®REVISE 8 RESUBMIT
®APPROVED A?0ORRECTED ® REJECTED
This revi'Ya ifi crly for general conformance vain:the design concept of the
pmiadl vind gsrerat eo;, 4p--rice with the infom. a"ron given in the contract
Cc::e;ons Cr 07- nents made on ts5 shop drawings during
$ f'€k'' s;, �'3 imt:r'.:-!a E a.co'�Udctor from compliance with the require-
::, cf a; ''r:S.n td s;� eE?ia`io^s,Approval of a specific Item shall not
g;:i, APP P
cYr'ir 0;M GwMN'ly of Which the Item IS a Component.Con-
_ ._r is reaponsible for.Dimensions to be confirmed and correlated at the
jots site;Nd.,;-=nQ ion that pertains solely to the fabrication processes or to
bia means,methods,techniques, sequences and procedures of construc-
tion:coordination of the work of all other trades:and for performing all work
in a safe and satisfactory manner. f
. Florida Building Code Online. Page 1 of 3
lll�tWtsc.Wi� BCIS Home t Log In f User Registration(Hot Topic (Submit Surcharge E Stabs&Facts (Publications f FBC Staff (BCIS Site Map (Links (Search
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(�!lf9M�iA�!l11�R4l�ilR�ll product Aooroval Menu>Product or Aoolication Search>Application List>Applicatlari Detall
FL# FL17022-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Extreme Metal Fabricators,Wt.
Address/Phone/Email 2160 SW Poma Drive
_ Palm City,FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Tara Faulkner
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who James L.Buckner,P.E.@ CBUCK,Inc.
i
developed the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R2 COI CertOfIndeo odf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
1 Equivalence of Product Standards
File-COPY
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?para'm=wGEVXQwtDgv2aBQpHpQQ... 11/5/2015
' Florida Building Code�Online Page 2 of 3
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 07/02/2015
Date Validated 07/02/2015
Date Pending FBC Approval 07/09/2015
Date Approved 08/18/2015
Summary of Products
FL# Model,Number or Name IDescription
17022.1 (1)5-V Crimp 26 Gauge Steel,Lapped Roof Panel,Mechanically Attached to Wood
Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R2 II 1 5VCrimo 26ga WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-101 Evaluation Reports
Other:Refer to evaluation report for FL17022 R2 AE 1 5VCrimo 26oa WoodDeck EVALREPORT.odf
conditions and limitations of use.Refer to Created by Independent Third Party:Yes
manufacturer's Installation instructions as a
supplemental guide for attachment.
17022.2 (2)5-V Crimp 0.032"Aluminum,Lapped Roof Panel,Mechanically Attached to Wood
Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R2 II 2 5VCrimo 032A1um WoodDeck EVALREPORT odf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-168.5 Evaluation Reports
Other:Refer to evaluation report for FL17022 R2 AE 2 5VCrimo 032A1um WoodDeck EVALREPORT odf
conditions and limitations of use.Refer to Created by Independent Third Party:Yes
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.3 (3) 1.5"Mechanical Seam 2"Rib Height,16"Wide,24 Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R2 II 3 1.5
Approved for use outside HVHZ:Yes MechSeam 24cia WoodDeck EVALREPORT. df
Impact Resistant:No Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Design Pressure:+N/A/-191 Created by Independent Third Party:Yes
Other:Refer to evaluation report for lEvaluation Reports
conditions and limitations of use.Refer to FL17022 R2 AE 3 1.5
manufacturer's Installation instructions as a IMechSeam 24 a WoodDeck EVALREPORT. df
supplemental guide for attachment. Created by Independent Third Party:Yes
17022.4 (4) 1.5"Mechanical Seam 2"Rib Height,16"Wide,0.032"Aluminum Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R2 II 4 1.5
Approved for use outside HVHZ:Yes MechSeam 032A1um WoodDeck EVALREPORT. df
Impact Resistant:No Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Design Pressure:+N/A/-191 Created by Independent Third Party:Yes
Other:Refer to evaluation report for lEvaluation Reports
conditions and limitations of use.Refer to FL17022 R2 AE 4 1.5
manufacturer's installation instructions as a MechSeam 032AIum WoodDeck EVALREPORT odf
supplemental guide for attachment. Created by Independent Third Party:Yes
17022.5 (5)1"Nail Strip 1"Rib Height,16"Wide,26 Gauge Steel Roof Panel Mechanically
Attached to Woad Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R2 II 5 1NailStrio 26ga WoodDeck EVALREPORT odf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-97.25 Evaluation Reports
Other:Refer to evaluation report for FL17022 R2 AE 5 INailStrio 26ga WoodDeck EVALREPORT odf
conditions and limitations of use.Refer to ICreated by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 11/5/2015
Y
{ Florida Building Code Online Page 3 of 3
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.6 (6)1"Nail Strip 1"Rib Height,16"Wide,0.032"Aluminum Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R2 II 6 1NailStriD 032Alum WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-78.5 Evaluation Reports
Other:Refer to evaluation report for FL17022 R2 AE 6 1NailStri 032Alum WoodDeck EVALREPORT. d
conditions and limitations of use.Refer to I Created by Independent Third Party:Yes
i manufacturer's installation instructions as a
supplemental guide for attachment.
17022.7 (7)1.5"Nail Strip 1.5"Rib Height,19"Wide,26 Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R2 II 7 1.5NailStriD 26ga WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-63.5 Evaluation Reports
Other:Refer to evaluation report for FL17022 R2 AE 7 1.5NailStriD 26ga WoodDeck EVALREPORT.Ddf
conditions and limitations of use.Refer to Created by Independent Third Party:Yes
manufacturer's installation instructions as a
supplemental guide for attachment.
Baek NeM
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
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Product Approval Accepts:
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MIAMI-DADS MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
- 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMICAESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NON www.miamidade.gov/economy
DAB Door Company,Inc.
12195 NW 981 Avenue
Hialeah Gardens,FL 33018
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)xeserve 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.
DESCRIPTION:Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/
Window Lite Option.(DP+48.0,-52.0 PSF)
APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by At-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade.County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
L;ABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards,and the
statement reading'Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,•or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the,performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as'an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade.County,Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 15-0302.01
MlANI•DADECOUNTY Expiration Date:July 21,2020
Approval Date:April 23,2015
flfO(�l� Page 1
NDALL E.STOFF 'ARCHITECTS,, P.A. /
3379 APADI1105 '
APPROVED ®REVISE&RESUBMIT
®APPROVED A'eCORREcTED ®REJECTED
This revisw Is only for general conformance with tie design concept of the
project and general co;nplianca with the infontation given in the contract
documeni.s.Corrections or comments made on tna shop ftwings during
this r0'!lW?1's'0 Inc.,,rallova th3 mmIr3c"Orkm'mmjitic^,nc^wiih the rgUro-
fr ':s cif ti.plans and Spectf dons"A.ppmval of a spo fe!ism Shall hot
include V;.pry z(of an`G -emaiy of Viliich'the�i'ts;n ja 3 compcnSnt Corr
r Sctor is rosponsib!3 for:Dimensions to be con,riapii up-,d corfelated at th°
job 0,0; afionthat pertains solely to the fabricstiuif processes or to
the means,methods,techniques, sequences and procedures of construc-
ton:coordination of the tivork of all other trades'and for performing at work
in a safe
�and
'satfsfacloty manner.
11AIf= V BY:
J
t
,, l r
I '
M A DARE MIAMI-DADE COUNTY
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)315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidad&gov/economy
DAB Door Company,Inc.
12195 NW 981 Avenue
Hialeah Gardens,FL 33018
j 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)preserve 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.
DESCRIPTION:Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/
Window Lite Option(DP+48.0,-52.0 PSF)
APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door',dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product
i Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
i
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number, approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
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 f this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#14-0814.08 and consists of this page 1 and,evidence pages'E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0302.01
MMMI•DADEcoutarr Expiration Date:July 21,2020
Approval Date:April 23,2015
1161 l'� Page 1
File Cory
DAB Door Comnanv;Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -
A.'. DRAWINGS
I 1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
62/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-0414.13"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4267,dated 06/29/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3206,dated 02/10/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-114101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0217.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows"prepared by Hurricane Engineering&Testing Inc.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Test Report No.HETI 03-1329,dated 07/15/2003
signed'and sealed by Rafael E.Droz-Seda,P.E.
i 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)"prepared.
by Hurricane Engineering&Testing Inc,Test Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
I -
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A.
I Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814 08"
1. Anchor verification calculations prepared by AI-Farooq Corporation,dated
.09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.-
Product Control Examiner
f NOA No.15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-1
DAB Door Combany,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C.; CALCULATIONS(Cont.) "Submitted under NOA#09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E..
"Submitted under NOA #09-0128.01"
1 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B,C
- 2007,dated 12/18/2008,signed and sealed by Humayoun Farooq,P.E.
D: QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E.' MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,'approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No.14-0311.08,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No.11-0926.07,issued to Dyplast Products,LLC,for their Expanded
i Polystyrene Block Type Insulation,approved on 1 1/1 0120 1 1 and expiring on 01/11/2017.
4. Notice of Acceptance No.11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No.10-1129.04,issued to Cellofoam North America Inc,for
their Expanded Polystyrene B1ock'Insulation,approved on 02/24/2011 and
i
expiring on 02/24/2016.
i !'Submitted under NOA#05-0228.0211
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
j Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D63 8 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
j and sealed by I.Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test
of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.
04-761-15019.0.dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814 08"
1. Statement letter of code conformance to the 5flI edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
0¢ 1VV s
Carlos M.Utrere,P.E.
Product Control Examiner
NOA No.15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
X 2-1/4'XleGATOP FIXTURE 5-1/2-X 2-3/4•X 0.1•STEEL CENTER iBNCE W/(4)EEL X s 8•SYS -- Pusx Nur STEELPLATE WITH ORE 5/16-18 US W/NUT OPTIONAL DOOR VIEWER07-1/2"
/ fA51QNm TO E1A STILE WITH ro BE INSTAl1E0 ATWITHOUT DEIRON SLEEVE(STD.) (til f14X 3/4'SELF DRILLING SCREWS .ANYCENiEIiS11LE7-1/2-X 3•X.071'GILV.STFf1 OO 1 TEE SNFEr 4 FOR 70P BRACKET OPTIONS
HINGE
W/111114%END 6%a SLLS 1 CENTER SHES 0
WRXOIR DEIRON SLEEVE(SIO.)J 00 SEE SCH.'A' (--A
0 WITH DOMN SLEEVE(OP7gfN1)
7-1/2•X 2-1 1'X HINGE
.071• IIII IIfII��(jII1II� {��(�j�I��(�� I 18 C'
o WIT(4j5.M X 51WLa
(OPTIONAL) L�OOR . �WITH DDAON SLIRS CEAITER HINGE W x+15 TIEL LATCH.CK . r0SLIDE BOLT(BOTH SIDES,(4)/14 X 1/2'S.MS. I I - -- -- -- - -..
5/8•ADM: AECARONG
LOCK ENGAGEMENT
CONFORMS ro SECTION 1008
GARAGE DOORS g
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'1pBlE"&WCO-PRE SLERCRAFT EEW%YIN.5ToI SAFETY FACTS1EELPLATEWITH(4)pl{%J 4• O SEIF pRIWNGSCREWS I BRACKETIIII IIDII—--IIUI IIIIII(IIDII I'(III III/ LOW HEADROOM �—=.—I L=--� - I G ZFDOOR OPTION•x 3-1/B•xD1o• r oPrwNu vEHrsKxOCMf:SOCiIOxS Im S 22 S�ernrs 11 rETY Pu/E `I ' (31 s•MOE Ar 7'O.C.MAX. WpoUNGRAUI�DESFN� L�A —•,Ell � o z
B-9' 1 SFYIION Ir ]SIXMNS.11• WITH(4)/14%3/4•SOS O NC.AREA NOT TO EXCEED 120 SO.IN. MAN DODR WIDTH o O
4 SECTIONS 21•- 18•-2• --•'� rc m '�.
] CENTER STILE INSIDE ELEVATION o.•x
7-s•a SEc1ImNS le•- - DAB DOORS INC. a
r-e•4 E-OHS 1e•1 SECTION 21• OUTMEt&FI.K
END STUE RAISED PANEL EMBOSSED.DOOR HMoioene MEele10 Model 824/011
W ]I—.11Y 2 SECDpxs 21• HANDLE Max.Size 16'-2'X I6'-0•High
1Fa•2 I=IIGIIS IW 3—21 With WIndIOW Ule Optlon
eb SECTION 1e OTv511 - (14 x J/{'SELF DRILLING"N'"S MAY BE USED __...
9•-1.5 SECTIONS 21'- IN UEU OF 114 x 5/B•sus DESIGN PRESSURE RATING= +48,0 PSF LY+
e' a SECTIOSS 1e"- DAR OUIOES +48.0 PSF
{ LLEDONENDLE THIS PRODUCT IS RATED FOR IARCE MISSILE IMPACT(4))14 X 5/e'SMS GENERAL NOTe'-2•]SECTIONS 1e']10 2 5[CnIi15 1C 4 SEC11Rb 21' LOCH fWi L 71�PR�UCfGALS BEENDF g=ANO 71�7 COMPLLY�H THE
N TRACK REOU"EMMDI OF TARE fIDRnM BU]OOIO CODE
tp-s•6 SECIIDNS L'- ON EACH SIDE OF DOOR CENTER STILES SOWWIE'A' INCLUDING HIGH VE oGRY K=DG HE Zp (HwD).
t'4 s SFDIIONS 1e•t S12TIOx 21' O TrS10 KEY O .K CENTER STIES COMCVMTION 014)
2. ARCHOflS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS. Q Q
It' 6 sECn0I5 1 a SECI1or6]1' F 1 ANCHOR
EIABEOMCRT TO BASE YATEEO4L SEIALL EIE BEYOND WALL
IV-S 4IRCIIONS le']SECTIONS 21• aPno) ®®®� �WOMS OF SErRR SIXES DRESSING OR STUCCO.
11-e•3 5EC110NS IS 4 SECTORS 21• 6'-e'TO e•-10' 2 3 ALL BOLTS.NUTS AND WASHERS SW1L BE 2WC PLATED CARBON STEEL o LOON BAR LOCI®VC SHOWN
U•-5•z sEcnars le•a SExTIONs a• lo-0 ro u-1o' z -
a SPRING
7D 4.ANCNOMIIC OR LOADING CONDITIONS OTHER THAN THOSE SHOWN M o tY 1 SECIIDIS IT a SECTIONS 21 1Y-0'ro IS-f0' ] "
1 y 7 SECMNS 11'- SPWNC LOADED SLIDE BOLT L e'-0'ro 9'-10' I 14•-0'TO Iw-IT 4 THESE OETAAS ARE N01 PART OF THIS APPROVAL o?6 SI 13
1]-S a SECTIOr6 iC 1 SLCIIOXS]I llK:Its SHOWN ABOVE 1X70R pNOf{I$ IS-I t'10 1-z' - tl M A LOM DLRV 41 WCRFASE IS L5ro W DESIGN OF ANCHORS OOO WOOD OEy. c I
11'-6'S SECMxS fa']S[CPA'15 a1' DOOR TESTED IN ACCORGAMCE WTH THE REONREMENIS OF MR1OA
1S 4—I.--lb I,��� St"LLI.O CODE TAS-202,TAS-201 h I—M FOR NN AND .e
1]-S 1 IU71 5 IW 5 5[CIIONS 21 Imo( ® ®® ®® ASTM EIIM ASTM clm9 02 m
1]'-fi']SELTOvS NF a SLCIIONS 21' JW.ARWO TILE Q
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11'-3 a SELTIOIS NS]SECKgxS 21' I DOOM Wo)INS OOOfl WDTNS CAM . WOIL gNAqule4 E`
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0.55 S.G END SOLE WITH(4)3/16•POP RNETS B'/'$CHUGE SECURITY HARINIARE'
1-7/e'%2-5/B•X.049•STEEL O EDGE INSTALLED IN 9/I6•DIAL HOLES IN CENTER STILE
CENTER STILE GEED ANO `
•� TO PANEL W/N)]/16'RRIVETEDNE15 POP RIVETS POSITIONED AT EYE LEVEL
2'ulw. /14 x s/e•sxs.
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2'MIN.EDGE DIST. a °G
ONE PER BRACKET
1.9'X 2.19•X S]•X.090' SEE SHEET]FOR BAAG ET SPACING ¢ _
STEEL TRACK BRACKETS
SEE SHEET]FOR SPACING
Uqr.4AVAD AHED
4
T� 2 i-1/2'%.0.50 1/1-20 SS B0.ic42* STEEINTERIOR SIOE 7-1/2•X.071• k NUT �� $ TiSTEEL.14 GA.X 2-1/8•X V(SIAAND RO) CENTERMD/GEEND ROLLER WNCEAewT4�WaIle -091 0!12 CA%]-S/16•x 1-,n LOPP ) 7/8'PUSHNUf 1.82•DIA%.50 STEEL ROl1STD. no.AroT2;A PIAIFSINSTALLED ON ROUFA SHAFT 1.82'OIA%.50'MERS(OPTIONAL W/1/4-20 X 5/8'TRUSS HO. 2.75'of X.W STEEL ROLLERS((OPTIXUI 15 98-t15
SLDTN)Y i a LDIX NUT 2.J5'OIA.%.50'HYLDN ROLLERS(01+T I
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/ GALV.STm WITH 1-1/4-EMBED INTO MASONRY EYgETDINO a FT.IN HEIGHT 2'X 2'X I/a'HIM ANGLE i
TOP ROLLER BMCKET ON EACH SIDE 3 PER BRACKET II A FOR
DOON HEIGHTS ABOIE 7 R.OR
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I M.SCREWS 4,NUTS FASTENED TO 7flACN iz
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(2)3 AL STILES WON TO 2.11-3/4' 23' 34' 45' 56' 67' -
(2)3/16'POP RIVETS _
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M MOOD STRUCTURES.IF THESE LIETHOOS ARE FOLLOWED NO ADDITIONAL CNGULATI(INS/OESIGN S
WILL BE REOUWED MR DESIGN OF GARAGE DOOR ANCHORAGE Q
FOR DOOR REPIACMEW APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION VAT HE — ANCHORSPACDIC-- Z
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PRESSURE TREATED 2Xa SYP WOW AfiYBS WHICH SHALL BE ANCHORED TO
GROUND REINFORCED MASONRY BLOC%WALL OR CONC.COWMN WITH
1/4•ULTRACKN BY'ELCO'WIN!SPACING OF 1• °
12'O.C.INTO GROUT iLLD BLOCK WALL WT4 2-1/4'LION.ENDED I 1-1,'Y 2-1 A2 Y 14 GA
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FOR DOOR OR INSTALLATION
W RETROFIT MEWEDS WITH NO ENDINEEN OF
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0 2015 �,�„� Am•inB
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4!2%2018 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>AppBeatlon Detail
. FL# FL5891-R6
INDA L Ea Q)TOFFT ARCHN EC a , P
3379 AM011105
APPROVED ®REVISE&RESUBMIT
®APPROVED A'clCORRECTED Fj REJECTED
This revin!is.only for general conformance with the design concept of the
pro ect and general compliance with the information given in the contract
dacu.m Cc-n-ec?ions or comments made on the shop dravAngs during
this ree_ ,,uo rct rdtlrve the contractor from compliance vrth the reguilre-
rn&uG of i ip.r ar;s and specifications.Approval of a specific item shall not
ine',de ap i wet cf an assembly of which the item is a component.Con-
tractor iS eEcMni ible for.Dimensions to be confirmed and correlated at the
job 09;tnf that pertains solely to the fabrication processes or to
j the nirans,methods,techniques, sequences and procedures of construc-
fien:cool t nauJn of the work of all other trades:and for performing all work
in a We and satisfactory manner.
DATE:�.�)IL By::
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BCIS Home Log In [User Registration Hot Topics i Submit Surcharge Stats&Facts t Publications t FBC Staff ? BCIS site Map I Links i Search
1 '
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' Product Approval Menu>Product or ARpliWtlon Search>A_gplication List>Application Detail
I
FL# FL5891-R6
Application Type Revision
Code Version 2017
I
Application Status Approved
i
Comments
Archived =i
I
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
I �
rickw@rwbldgconsultants.com
Authorized Signature Rick Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
s Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon Schmidt,P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan 3.King,P.E.
W' Validation Checklist-Hardcopy Received
Certificate of Independence FL5891 R6 COI (a)Certificate of Indgpendence.pd
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
ilehttps://www.floridabLilding.org/pr/pr app dti-aspx?param=wGEVXQwtDquw6mPlZhp°/a2fndRcOWkL6oisulUpEoKUpgM°/a3d � �0��
LW— 1/3
4/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/17/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
5891.1 a."FlberClassic" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.I pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 5891.1 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.1.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For FiberClassic doors,this product
approval requires the use of"I"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.2 b."SmoothStar" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
- Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.2 for Design Pressure Ratings by FL5891 R6 AE a)-Eva
L5891.2.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For SmoothStar doors,this product
approval requires the use of"I"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.3 c."ClassicCraft" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
e Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 5891.3 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.3a f
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.
5891.4 d."FiberClassic" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL5891 R6 II (a)Inst 5891.4.p_df
Approved for use outside HVHZ:Yes Verified By:Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 5891.4 for Design Pressure Ratings by FL5891 R6 AE (a)Eval 5891.4.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For FiberClassic doors,this product
approval requires the use of"J"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.5 e."SmoothStar" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.5.Rdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 5891.5 for Design Pressure Ratings by FL5891 R6_AE (a)Eval 5891.5.01
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
Installation instructions.(For SmoothStar doors,this product
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquwGmPlZhp%2fndRcOWkL6oisulUpEoKUpgM%3d 213
4/2/2018 Florida Building Code Online
approval requires the use of"Y'part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.6 f."ClasslcCraft" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (A)Inst 5891.6.Of
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.6 for Design Pressure Ratings by FL5891 R6 AE (p)Eval 5891.6.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
Installation Instructions.
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Contact Us::2401 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Campo_yright 2007-2013 State of Florida.:: Wacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,
please click re.
Product Approval Accepts:
Y�
}�� �Cred�t Card
tPo Safe !
I,
https://www.floridabuilding.org/pr/pr app_ U.aspx?param=wGEVXQvitDquw6mPlZhp%2fndRcOWkL6oisulUpEoKUpgM%3d 3/3
4/2/2018 Florida Building Code Online
?,Business & Professional'Regulation
BCIS Home I Log In }-User Registration •I. Hot Topics I Submit Surcharge I Stats&.Facts Publications FBc Staff BCIS Site Map I Links ` Search �.
Product Approval
;USER:Public User
Product ARnroval Menu>Product or ARolication Search>Agoiication List>Application Detail
+ FL# FL5891-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived WF
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@ rwbldgconsu Ita nts.com
Authorized Signature Rick Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance.Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon Schmidt,P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan 1.King,P.E.
K: Validation Checklist-Hardcopy Received
Certificate of Independence FL5891 R6 COI (a)Certificate of Indeoendence•pd
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
hftps:/Awiw.tioridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquw6mPlZhp%2fndRcOWkL6oisu[UpEoKUpgM%3d 1/3
4/2/2018 ' Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/17/2017
_ Date Validated 10/17/2017
Date Pending FBC Approval 10/22/2017
c
Date Approved 12/12/2017
r Summary of Products
FL# Model,Number or Name Description
5891.1 a."FiberClassic" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.1.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.1 for Design Pressure Ratings by FL5891 R6 AE (a)Eval 5891.1.g_df
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For FiberClassic doors,this product
approval requires the use of"J"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.2 b."SmoothStar" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891 2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 5891.2 for Design Pressure Ratings by FL5891 R6 AE (a)Eval 5W1.2.p_df
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For SmoothStar doors,this product
approval requires the use of"J"part numbers for these doors,
which have been stained or painted within six months of
installation.)
a
5891.3 c."ClassicCraft" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 5891.3 for Design Pressure Ratings by FL5891 R6 AE (a)Eval 5891.3.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.
5891.4 d."FiberClassic" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.4.12df
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.4 for Design Pressure Ratings by FL5891 R6 AE (a)Eval 5891.4.1df
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
Installation instructions.(For FiberClassic doors,this product
approval requires the use of"J"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.5 e."SmoothStar" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.5.p_df
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.5 for Design Pressure Ratings by FL5891 R6 AE (a)Eva[5891.5.pff
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For SmoothStar doors,this product
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEV)(QwtDquw6mPlZhp%2fndRcOWkL6oisulUpEoKUpgM%3d 2/3
4/2/2018 Florida Building Code Online
approval requires the use of"]"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.6 f."Class!cCraft" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.6.Q
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.6 for Design Pressure Ratings by FL5891 R6 AE (p) Eva[5891.6.p_df
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
Installation instructions.
¢ack Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.go ydght 2007-2013 State of Florida.::Privagy Statement::Accessibility ajgLqM enj::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emalls provided may be used for ofFlclal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
EN
- Credit Cafd ,a
�� 5afe
Q
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPlZhp%2fndRcOWkL6oisulUpEoKUpgM%3d 3/3
Planning& Development Services Department
Building&Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553
Certification for Design Load Compliance
r Project Name: TARPON FLATS LOT 11 - Custom Model
Project Address: 3932 Shoreside Drive Ft. Pierce, FL.
Y= Permit#: Occupancy Type: R-3 Construction Type:V-B
INSTRUCTIONS FOR USE:
• This certification must be completed,signed,and sealed by the design professional of record.
• Submit(2)copies for residential, (3)copies for commercial with all permit applications involving the following:
o New Residences(single or multi-family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official.Contact the#above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida X Code Fifth Edition with 20 17 Supplements using ASCE 7-10
2. Structure Designed as(check one): X Enclosed Partially Enclosed Open
3. Risk Category: _I X II III IV Exposure Category: B C X D
4. Design Wind Velocity 170 mph ASD LRFD End Zone Width: ft
5. Mean Roof Height 13.70' ft Roof Pitch: 6 :12 Parapet: ft
i
6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings):
Zone 1:-41.15 Zone 2: -68.94 Zone 3: -103.10 Zone 4:-45.81 Zone 5:-53.52 Garage: +38.271-42.16
i.
7. Design Loads: Floor: PSF Roof/Dead: 25 PSF Roof/Live: 30 Balcony: PSF
y Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Vl
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: kP GEIVSF: 9tS'
No
10. Design Soil Bearing Pressure: 2,500 PSF Soil Test Reports Submitted? X Yes = —
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certifythat, to the best of m knowledge and belief, the attached plans &specifications h2 S
Y g. p P �� FCbRf
S
comply with the applicable structural portions of the building codes currently adopted and '�� S'
County. I also certify that structural elements depicted on these plans provide adequate res
forces specified: 08/20/201E
Farid Abugattas PE 72471
Print Name Cert#&Co.Cert Auth.
Pr '. iglu
Signature,Date,and Seal 7318 Texas Trail, Boca Raton, FL.33487
Company Name&Address
Revised 07/25/2014
TARPON FLATS-LOT 11-CUSTOM MODEL-3932 SHORE SIDE DRIVE
i
Planning & Development Services Department
Building & Regulations Division
Oki iab-
Product Review Affidavit
Building Permit# Owners Name Applicant:
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows +37.80/-45.15 PSF +80/-80 PSF LAWSON INDUSTRIES,INC. SH-7700 NOA NO.16-1003.01 4 1/4" ELCO SS4 CRETE-FLEX TO CONCRETE
Mullions +37.80/-45.15 PSF +64 PSF LAWSON INDUSTRIES.INC. CLIPPED NOA NO.18-0529.03 N/A 1/4" ELCO SS4 AGGREGATOR TO CONCRETE
Fixed Glass +33.22/-41.15 PSF +68/-68 PSF LAWSON INDUSTRIES.INC. 4200/6200 NOA NO.17-1212.13 5 1/4" ELCO SS4 CRETE-FLEX TO CONCRETE
Block Glass N/A
Skylights N/A
Sliding Glass Doors +32.24/-35.44 PSF +56.7/=60 PSF LAWSON INDUSTRIES,INC. SGD-9200 NOA NO.17-1212.05 A 1/4" ELCO SS4 CRETE-FLEX TO CONCRETE
Swing Type Doors +35.931-46.88 PSF +50/-50 PSF 8+67/-67PSF THERMA-TRU SMOOTH STAR FL12334.7&FL5891.5 N/A 1/4" ITW SCREWS TO CONCRETE
French Doors +35.93/-39.14 PSF +76/-76 PSF LAWSON INDUSTRIES,INC LA PORTE NOA NO. 17-1212.09 A 5/16"TAPCONS TO CONCRETE
Garage Doors +31.53/-38.08 PSF +48/-52 PSF DAB 824/811 NOA NO. 15-0302.01 N/A 3/811x2-1/4"HILTI SLEEVE ANCHOR TO CONCRETE
Hurricane Protection N/A
Roof Ventilation N/A
Roofing Material -168.5 PSF 5V CRIMP FL17022-R7
-33.97,-56.60,&-84.65 PSF EXTREME METAL FABRICATOR 08.1•7?HEX WASHER HEAD WOOD SCREW FASTENER SPACING(ALONG ROWS)®tO.S O.C.,ROW SPACING(ry 76'O.
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their in is s tur . The p c s rovide adequate resistance to the
wind loads and forces specified by current code provisions. ,
RANDALL E. STOFFT
Name: Signature: seal
® ARCHITECT FL-0011105 08.17.18 I�
pz Design Prof: Cert.No. Date: