HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS 6/29/2021 Florida Building Code Online
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ff"! ieVIEYiY ED FOR
y sa FL# Revision R3 CODE COMPLIANCE
Application Type Revision
VersionCode 2020, ST. LUCIE COUNTY
Application Status. Approved
*Approved by DBPR.Approvals by DBPR sB0ied and ratified by
the POC,and/or the Commission if necessary.
Comments
Archived
Product Manufacturer DAB Doors Company,Inc.
Address/Phone/Email 12195 NW 98 Avenue
Ili Hialeah Gardens, FL 33018
(305)822-7870
RBerger518@hotmail.com
Authorized Signature ]aial Farooq He Copy
veronica@afceng.com
Technical Representative Allen Berger
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
rberger518@hotmaii.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark.or Listing
Certification Agency Miami-Dade BCCO-CER
Validated'By 7AVAD AHMAD PE,INC.
i Validation Checklist-Hardcopy Received
Referenced,Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS'202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/20/2016
Date Validated 02/16/2021
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572q,vdWlYeOJ8oi3UxesBpONNZaHM8DjjWUIH4Dsw%3d%3d 1/4
629/202.1: Florida.Building Code Online
Date Pending,FBC Approval
Date Approved 02/24/2021
Summary of Products
l FL# Model,Number.or Name 3 Description
15371.1 Hurricane Master Model 824/811 a Large,missile impact resistant 16'-2"x 16'steel sectional
Steele.Sectional Garage Door 16'-2" i garage.door.
Wide w/Window Lite Option t
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16-2X16 ?
c Approved for use outside HVHZ:Yes NOA 20-0901.24-pdf I
Impact Resistant:Yes Quality Assurance Contract Expiration Date
s Design Pressure:+48/-52 07/21/2025
Other:See attached:NOA#20-0901.24 and limitations of use 'InstallatiomInstructions
for installation.instructions.. FL15371 R3 IT Limitations Of Use_odf j
FL15371 R3 11 Steel Sectional Garage Door 16 2X16 NOA
20-0901.24.ndf
Verified By: Miami-Dade BCCO-CER
i Created by Independent.Third Party: 3
l Evaluation Reports S
j Created by Independent Third Party:
r 15371.2 Hurricane Master Model 824/,811 s Large missile impact resistant 16'-2."x 16'steel sectional i
fj Steel'Sectional Garage Door 16'-2" garage door.
i Wide w/Window Lite Option
i
Limits of Use ;Certification Agency Certificate
Approved for use in HVHZ Yes, FLIS371 R3 C CAC Steel Sectional Garage Door 16-
Approved'for use outside HVHZ::Yes 2X16(LMI)-NOA 20-0901.25.pgl
1 Impact Resistant:Yes Quality Assurance Contract Expiration Date f
Design Pressure:+36/-44 07/21/2025 i
I Other:See attached NOA#20-0901.25 and limitations of use i Installation Instructions
for installation instructions, s FL15371 R3 II Limitations Of Use_adf
? FL15371 R3 11 Steel Sectional Garage Door 16-2X16_(LMI)
j NOA 20-0901.25.odf
Verified By: Miami-Dade BCCO-CER t
{ Created.by Independent Third Party: !
Evaluation Reports t
Created by Independent Third Party:
s
115371.3 1 Hurricane Master Model 824/811 (Large missile impact resistant 16'-2"x 16'steel sectional
Steel Sectional Garage Door 16'-2" garage door,.
j Wide w/Window Lite Option 1
Limits of Use I Certification Agency Certificate
Approved'for use in HVHZ:Yes } FL15371 R3 C CAC Steel Sectional Garage Door 16-2X36 I
Approved for use outside.HVHZ:Yes j(Lhll)NOA 20-0901.17.n4f
j Impact Resistant:Yes Quality Assurance,Contract Expiration Date ; I
Design Pressure: +27/-30 3 08/14/2021
Other:See attached NOA.#20-0901.17 and Limitations of Use Installation.Instructions
for installation instructions. FL15371 R3 II Limitations Of Usa.odf
r FL15371 R3 11 Steel Sectional Garage Door 16-2X16(L MI) j
NOA 20-0901.17.odf
Verified By: Miami-Dade BCCO-CER. '
{ i Created by Independent Third Party:
jEvaluation Reports #
Created by Independent Third Party: j
a
15371.4 lHurricane Master Model 824/811 !Large missile.impact resistant 16'-2"x 16'steel.sectional 's
;'Steel Sectional Garage Door 16''-2" f garage door
Wide w/Window Lite Option
j Limits of Use j Certification Agency Certificate i
Approved for use in HVHZ:Yes FL15371 R3 C CAC 16x16 Garage Door NOA 20-0929.12.odf
Approved'for use outside HVHZ:Yes iQuality Assurance Contract Expiration Date
Impact Resistant:Yesj 02J22J2025
j Design.Pressure:+56/-64 Installation.Instructions
1 Other:See attached NOA 920-0929.12 and Limitations of Use ? FLIS371 R3 11 16x16 Garage Door NOA 20-0929.12.odf s
for installation instructions 3 FLIS371 R3 11 Limitations Of Use.odf
1 Verified'By:Miami-Dade BCCO-CER i
i Created'by Independent Third Party:
Evaluation Reports
i Created by Independent Third Party:
115371.5 Hurricane Master Model 824/811. ;Large missile impact resistant 18'-2"x 16"steel sectional
Steel Sectional Garage Door 18'-2" garage door, j
y I Wide w/Wind.,,Lite Option.
'Limits,of U'se. ;Certification.Agency Certificate
Approved for use in HVHZ:Yes j FL15371 R3 C CAC Hurricane Master 14odel 18-2 NOA 20-
Approved for use outside HVHZ:Yes 11013.17.
https://www:tloridabuilding.org/pr/pr app_dtl.aspx2param=wGEVXQwtDgtH8572gvdW1Ye0J8oi3UxesBpONNZaHM8DjiWU1H4Dsw%o3d%3d 2/4
MIAMI•MADE M1AMI DADECOUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street;Room 208
DEPARTr1IENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 331.75-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) www.mlamidade.Qoz/economs
DAB Door Company,Inc.
12195 NW 98"Avenue
Hialeah.Gardens,FL33018
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 Sectionto be
used in Miami-Dade County and otherareaswhere allowed by the Authority HavingJurisdiction(AHJ).
This NOA shall not be valid afterthe expiration.date stated below.The Miami-Dade County Product Control.Section (In
Miami-Dade County)and/or the AHJ(in areas other than Miami-Da d'e 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
manufacturerwill incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend theuse 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 withthe Florida Building Code,including
the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Masterg Model8241811 Steel Sectional GarageDoor 16ft-2in Wide with
Window Lite Option(DP+36.0,—44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional.Garage
Door",dated 09/1.0/2002,with revisionHdated 07/20/2020,sheets 1 through.5 of 5,preparedby Al-Farooq
Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami-Dade County Product Control
revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small l Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,modeliseries
number,the positive and negative design pressure rating,indicate impact rated if app licabl'e., installation
instruction drawing reference number, approval number (N'OA), 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 shallbe considered after a renewal.application has been filed and there has been no change
in the applicable building code negatively affectingthe 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,f or
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 precededi 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 availablefor inspection at the job site at the request of the Building Official.
This NOA revises NOA#20-0107.06 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,
as well as approval document mentioned above.
The submitted.documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 20-0901.25
M�AMi•�aDe courrn Expiration Date: July 21,2025
Approval Date: December 03,2020
Page 1.
DAD Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDERPREVIOUS NOA's
A. DRAWINGS "Submitted under NOA#17-1018.12"
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09110/2002,with last revision dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted underlVOA#11-0414.12"
1.. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FB C,
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI 07-4200,dated 05/02/2007,signed.and sealed
by Candido F.Font,P.E.
2., Test Report on Large Missile Impact Test per FBC,TAS,201-94 and Cycl ic Wind Pressure
Test per FBC,TAS203-94,of"DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering.&Testing Inc.,Report No.HETI I1-3,204,dated 01/20/2011, signed.
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTME8-08 of"Sectional Residential.Door(skin)",prepared
.
by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated 01/21/2011,
signed and sealed by Candid'o F.Font,P.E.
"Submitted underNOA#05-0228.02"
4. Test Report on Large.Missile Impact Test and Cyclic Wind.Pressure Test, of"Sectional.
Residential Door with Windows",prepared by HurricaneEngineering&Testing Inc.,Rep ort.
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniforin Static Air Pressure Test,of"Sectional.Residential Door"prepared b y
Hurricane Engineering&Testing Inc.,Report No.HETI03-1329,dated 07/15/2003, signed
and.sealed by Rafael.E.Droz-Seda,P.E.
6. Test Report on.Tensile Test perAST ME-8 of"Sectional Residential Door(skin)", prep ared
by Hurricane Engineering& Testing Inc, Report No. HETI 03-T078, dated 10/31/2003,
signed and sealedby RafaelE.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTMB 117 of apainted G40 steel panels,
preparedby Celotex Corporation,TestReport No.258592,dated 08/17/1998,signed byW.A.
Jackson,P.E.
C. CALCULATIONS "SubmittedunderNOA#14-0814.10"
1. Anchor verification.calculationsprepatedby Al-FaroogCoipoiation,dated 09/22/201.4 and.
07/24/2014,signedandsealed by Javad Ahrnad,P.E.
Carlos M.Utrera, P.E.
Product Control.Examiner
NOA-No. 20-0901.25
Expiration Date:July 21,2025
Approval Date: December 03,2020
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Cont.)
"Submitted underNOA#11-041412"
.2. Anchor verification calculations prepared by Al-Faroog Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by JavadAhmad,P.E.
3. Anchor verification calculations preparedbyAl-Faroog Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
"Submitted under NOA#09-0128.02"
D. QUALITY ASSURANCE.
1. Miami-Dade Depaitment of Regulatory and,Economic,Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of AcceptanceNo.13-071.7.01,issuedto SABICInnovative 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 AcceptanceNo.1.1-0926.07,issued to Dyplast Products,LLC;for their Expanded'
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiringon.01/11/2017.
4. Notice of Acceptance No.11-0926.06,issuedto Dyplast Products, LLC, for their Dyplast
ISO-C1.PolyisoryanurateInsulation,approved on 1.1/10/2011 and expiring on 0'1/11/2017.
5. Notice of AcceptanceNo.10-1129:04,issued to CellofoamNorth.AmericaIne;.for their
Expanded Polystyrene Block Insulation,approved on02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA#05-0228.02'
6. TestReport on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM
G155 of"PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc.,
ReportNo.HETI04-A002,dated 09/27/2004,signed and sealedby RafaelE.Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTMD638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,ReportNo.HETI 04-T251,dated 11/29/2004 signed
and sealed byI. Ghia,P.E.
8. Test Report on Self-Ignition Temp erature Test,Rate of Burn Test and Smoke Density Test o f
"REHAU non-foam-PVC extrusion-material!',prepared.by ETC Laboratories,ReportNo. 04-
761-15019.0,dated 05/06/2004,signed and sealed byJ.L.Doldan,P.E.
F. STATEMENTS "Submitted underNOA#14-0814.10"
1. Statement letter of code conformance to the 5"edition(2014)FBC and no financial interest.
issued by Al-Farooq Corporation,dated 05/13/2014,signed and.sealed byJavad.Ahmad,P.E.
Fr, a
Carlos M Utrera, P.E.
Product Control Examiner
NOA 1\'o. 20-0901.25
Expiration Date:July 21,2025
ApprovakDate:,December 03,2020
E-2
DAB Door Company;Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUB
2. EVIDENCE SUBMITTED IN PREVIOUS NOA#20-0107.06
A. DRAWINGS "Submitted under NOA#17-1018.12"
I. Drawing No. 02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002, with revision L dated 10/03/2017,sheets 1 through 5 of 5,prepared by
Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. C'ALCULATIONS
1. None.
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam,LLC,for thew:Insulfoam
Expanded Polystyrene Insulation, expiring on.11/29/2022.
2. Notice of Acceptance No.16-1108.04, issued to Dyplast.Products,LLC,for.their
Dyplast ISO-CI Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice ofAcceptance No.15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No.15-0915.08, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products,expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of code conformance to the 6th edition.(2017)FBC, prepared by Al
Farooq Corporation, dated 12/23/2019,signed and sealed by Javad Alunad,P.E.
i
F. OTHER
1. This NOA renews NOA#17-101.8.12.
i
Carlos M. Utrera, P.E..
Product.Control.Examiner.
NOA-No. 20-0901.25
Expiration Date: July 21,2025
Approval Date: December 03,2020
E 3
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
3. NEW EVIDENCE SUBMITTED.
A. DRAWINGS
1. Drawing No. 02-2.1, titled. "24 GA. Roll Formed Steel Sectional Garage Door.", dated
09/10/2002,with.revision M dated 07/20/2020,sheets 1 through.5 of 5, prepared by Al-
Farooq Corporation, dated 11/16/2020 signed and.sealed by Jalal Farooq, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
I., Miami.Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Iasulfoam
Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 18-0918.06, issued.to Plaskolite, LLC, for their.TUFFAK.
Polycarbonate Sheets,approved on 011/15/201.8 and expiring on 8'/27/2022.
F. STATEMENTS
1. Letter of conformance to FBC 2020 (7th Edition) and FBC 2017 (6th Edition), ;
prepared. by Al Farooq Corporation, dated 07/15/2020, signed and sealed: by Jalal.
Farooq, P.E.
Carlos M Utrera, P.E.
Product Control Examiner
NOA-No. 20-0901.25
Expiration Date July 21,2025
Approval Date: December 03,2020
E-4
- - - - _
p 7-1/2'X 2-1/4"X 18 GA. ^-- "`PUSH NUT TOP FIXTURE 5-)/2"X 2 3/4-X 0.1" j14 X 3/4"SELF ORILONO SCREW U o
GALV. STEEL CENTER HINGE �l0 STEEL PLATE WITH ONE 5/I6 I8 M OPTIONAL DOOR VIEWER S W/NUT MAY BE USED
p\\ t \ TO BE INSTALLED AT ro N
p\ W/ (4) #14 X 5/8-SMS t � f-"FASTENED TO END STILE WITH ANY CENTER STILE IN LIEU OF 014 X 5/8-SMS
WITHOUT DELRON SLEEVE (STD.) _ ` (6) #14 X 3/4 SELF DRILLING SCREWS - -
1 O� 7-1/2"X /( .071"GALV. STEEL I 00 t1 /i! SEE SEE SCN.. A'SHEET 3 R TOP BRACKET OPTIONS .._.:... ...,..._.wW:._.:..,_ -.- ..._..�:___,....- ...+.:..,, ,..,.. F y n W
END ROLLER HINGE 0 0 1 I CENTER STILES A n N
EVE
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GALV. 5 EEL CENTER;HINGEWITHHOELRONL SOEEVEE2 T DOOR \ , A=_
� O7.,il2 X /4 X 071 LOCK -'",.""W/(4)TN14 X 5/a SMS y WITH DELRON SLEEVE(OPTfO � --•y„ �„ O y n
-.y.-.�.... 7
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CENTER HINGE STANDARD LOCK I 0 E¢
-- \ SPRING LOADED SLIDE BOLT(BOTH SIOI}S� II(f�1,II1*1I11-- ��--I(11II�1I1II1I o o w j 09 N
FASTENED W/(4) y14% 1/2'S.M.S. R J n Q F
^.,,.. 5/9"MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING \ - •--•••••- �_ _ _ z j ZZ
GARAGE DOORS f - III I11}II ---I1lI1I III ''- I(I7I{I II1I IIIIIIIII��IIIII1I11II�II III1 I1IIT)I1-_ ----IfIIIIIrI'1IIII O ¢0 Q w J
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r:m.- �' tir• ''. !^ 111 _-`A n ,.B m
CABLE &NICO-PRESS SLEEVE ��\ t p \� B - - - �._ .:O� _ _ -r y .-- F i
W/MIN. 5 TO-t SAFETY FACTOR 1 1 _ -+2-3/4"W%$-5/B'HX 090 THK STEEL PLATE, 1 3/8 DEE00
W1TN (3) B14 X 3l4 O / \� o ,� [, T_,. ._-.V_:._. .. ..__. .. tJ '+- ! .. V�,_. V _ .-�__ f.._ c o
m n
SELF DRILLING SCREWS
N j l :31l (1 " M 4
BRACKET BRACKET- -
STD LIFT DOOR LOW HEADROOM ry
..�.�. DOOR OPTION rr +�.K --'- o TOTAL H OF __ .J_"' _ _ ._ _ +" a.,--s-- - W E C
DOOR U BARS AT " - _— _. i_- ^=i-..rrv.-...=F::i,w.....>._...=.•z; 1= 3z •.�-.". p�j N
HEIGHT CONSISTS OF EACH 000R 7-7/B X 3-118 X .010" OPTIONAL VENTS I
6 6GLf,noNs 19 2 s£c710Ns 21 - STEEL PLATE 3) 5"WIDE AT 7 O.C. MAX. '„OPTIONAL FLUSH FACE 3 o n
r
,_ ( - WOOD GRAIN DESIGN L A O U
6 9' -I-SECTON iN 3 SECitCNS 21° WITH (4) �14% 3/4`SOS , OPNC AREA NOT TO EXCEED 120 SO.IN. _ MAX, DOOR WIDTHy " __ -_ •, _._, •„�.,•„r,n,-,,,,",,,,,�,,,, o o'�t g.
i a SECTIONS 21
x O
7 3- -- - DOOR TESTED'IN ACCORDANCE WITH THE REQUIREMENTS OF F/ORIDA m W
[77 6- S SECTION$ 10 - CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE _ELEVATION BUILDING CODE.TAS-202,TAS-201 &TAS-203 FOp'WHZ AND 4 N p
+- AS E1806-OS ASfIA-E1996-09. '0' -2 1=
9e s£cnons 19 1 SECtION 21" OUTSIDE RAISED PANEL EMS0SSED DOOR 1HANDLEN�i��RA_ N2 SGNs 1B ] EC71GN521" '-ENO STILE DAB DOORS INC 1.THIS PRODUCT HAS BEEN OESIONED AND TESTED TO COMPLY WITH THE
I SFCTIDTA T8 4SECN �S 21" REQUIREMENTS OF THE 2017(6TH EDITION)/2020(71H EDITION)FLORIDAHurricane Masters Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).LOCK 8AR GUIDES Max, Size 16-2" X 16"-0* ¢li u
9h 2,ANCHORS SMALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAilS m3'5 BECKONS 1tl 1 SECTION 21°' _ INSTALLED ON END'STILE With Window Lite Optiop AND INSTALLED PER MANUF'S INSTRUCTIONS SPECIFIED EMBEDMENT TO BASE7J, WITH (4) �j14 X 9/e°SMS - --.-+�.- MATERVS SHALL BE BEYOHDL'JAIl DRESSING OR STUCCO, F9 3 SECTIONS 16 3 SECTIONS-21" Q 18T X .6W LOCK BAR 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4 o
DESIGN PRESSURE RATING = + 36.0 PSF q MAIERVLLS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT pg! 1 SECTION tU 5 SEC0ON5.27" - ENGAGES IN TRACT( - 44.0 PSF 0$ 3
10 f 0 SkCf10N5 21
o ON EACH SIDE OF DOOR COME INTO CONTACT WITH OTHER GtSSIM1IAR MATERIALS SMALL MEET THE a
10 9"•6 SEC110NSY 1B L SECSION RI"'• -{ CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2017/2020 FLORIDA SLOG,CODE&ADOPTED STAIIOPRDS
-� - .--..••• @ OO ._.ID _KEYED LOCK CENTER STILES CONFIGURATION 6,THIS PRCDUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
11' -5 SECTIONS 18 2 SECDONS 2P FOR A SITE SPECIFIC PROJECT,I.a..LIFE SAFETY OF THIS PRODUCT,ADEQOTCY
TONAL'. DOOR WIDTHS #OF CENTER STILES
11 3' 4 S£C.,I -, 1,B 3 SECTIONS 21" Q2.I ----� -- -_ _ OF STRUCTURE REN[ THIS PRODUCT PNO SEAUNC AROUND OPENING FOR
ll-S 3 SECTIONS I(3 4 SECTIONS 21' LOCK BAR LOCKING SHOWN L� NI �B'-0"TO W_IGO, _ 2 _ WATER INFlLTRATiON RESISTANCE ETC.
11-9" 2 SECTIONS 70 5 SECTIONS 27" ALTERNATE TO 10'-0"TO T I'-10` 2 .. M40 To BE NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IE
12 j SECNONS iD 6 SECTIONS 2`i" '" SPRING LOADED SLIDE BOLT 12'-O'To iV-.10" "x3 AND TO BE REN£NED BY BUILDRfG OFFICIAL....".F=LOCKS SHOWN ABOVE 14'r0"TO 18'-.10" _4 _ 6,MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION^'^'^ - IN"ACCORDANCE W11H SECt10N 1700A.3 OF F1.ORl0A 9UgOING CODE. c
DOOR 1YIDj{IS - 15"I I'TO 16'-2' S LABELING TO WITH SECTION 1709.9.2. MIT
l l
tAI 0"_5 SECTIONS11 18 ]SECTONS 21" - \1\\L 1 E7TAf
13 A SECTION 16 4 5LQId_"'21" ",fAwklw ,
1J J"_J SECTIONS 18 S SEGIION5�21'
COMPLY 1
1J 6 2 SECTIONS 19 6 SECTIONS 21 PRODUCT REVISED
>�^- as complying with tho Florida_
1J 9 1 SECtION 1fi 7 SECTIONS 21" 6u coing yang
14 a s£CrlQrus zt 20-0907.2$ I f0'-.0 TO 11=10" 1f I 14'-0'TO 15 10' s 31
14 1 l6 SEONONS iR 3 SECnONS 21' -
la 6 5 5£CTIONS 1B 4 SEC IONS 21" Expiration Date 07"/2025
14 s 4 SECTIONS l6 5 SECStONS 21" "`
(( _ 1L�i11! d �l rL 1�
1S 3 SECTION$ iB 9 BEC 16S,•21 8 Adfa'NwA�d [+ ��I)3 !1} Iuy lu® A--'+ LEI !`ii/y 1 D GO�U �U .O •• �dfoYJTng rto.
IS 3Y SECTIONS 1B 17 SECTIONS 2' Mleml-Oade Pro duct Control � .. c.,.•+,•+ -,•.t•ry,+a•:...r- -"-- "-� -=-� r1
15 B" 1 SECOoN 78 E 0 2 t OG�7 ! ,��
15-0" 9 SECTIONS 31 12 0 TO 13'-10" IS'-11"TO 162 7 ®��,- \ ghee oT 5h
- T " `-"'"'" DOOR WIDTHS A ffI111111.1\ 'I
16' 8 SECTION$ 16 4 SECTIONS 21' DOOR WIDTHS
24 GA,STEEL PANEL f>t m
�1I Q
_ o
FLAPS BENT OVER PANEL O h h m
2 h
N
I Y�Opp p
1 Q W N ci
1/2"PUNCHEOD4HOOLECS 1 Z 2 w
a1 P Q g
4 1 crZ�
cr M
1 0aam o
h Os5"x 2-1/4"X 3/4'X 2"
CAI. I Q a o p v dv
V. STEEL U,BAR REINFORCING TRUSS
yj 0 BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL1 a aN D N
INTERMEDIATE STILES W/TWO Q W N u o
#14 X 5/6"S.M.S.AND TO END STILE - - 1 o s w
q WJ FOUR# X 3/4"SELF DRILLING S,
r� I- PRODUCT REVISED Q m 2 r
as complying.wltA the Florida
V
�IyI Bulldin9 Code
tj l r NOA-No. 20-0901.25 o w
ExpirationOate OT12712025
3/16"POP RIVETS I. I
1+ o N
AT a"D.D. By
!X - 10)FOR 21"STILES` pAlamhDade Product Control V
(5)FOR W STILES z r0
S .024"STL.PANEL G c O v
ENO STILE w t!1 x
OUTSIDE OF 000 c L`
LA q
0
1ST_SECTION (BOT10M1 INTERMEDIATE S CTION TOP SECTION e N V .a a
L C N
oZ(2
OPTIONAL STOP MOULDING
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER q 0,o
STEEL.TRACK BRACKET FASTENED - - - - - < C] S 9
TO WOOD JAMB WITH O 14 X 5/8"SMS 3/4"X 2"X 2-1/2"X.01.STEEL BY 'SCHLAGE SECURITY HARDWARE
5/16"x 1-5/8' LAG SCREW, 6 PER HINGE END STILE,CONNECT TO PANELS-WITH INSTALLED IN 9/1V DIA. IJOLEs IN CENTER STILE s
(FULLY THREADED) "FLAPS AND(5)OR(6)3/16"ALUM RWETS POSITIO(JED AT EYE LEVEL
,HEX WASHER HEAD TYPE A 1/2"X 1-3/4'X,058-FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET CLUEO TO PANEL AND SECURED TO
END STILE WITH(4)3J18"POP RWETS ANCTIORS AT TRACE AC F-•
SOUTHERN 1-7
PINE 3/8'DIA_POWFR BOLT BY DEWALT' r
0,55 S. I` -p' /6"X 2-5/8"% 049"STEEL EDGE -y - -
</ ,CENTER STILE,GLUED AND RIVETED DISTANCE" 1 A) 2"MIN EMBED INTO CONCRETE (3000 PSI MIN.)
TO PANEL W/(4)3/I6'RIVETS 3 16• it 2"MIN EDGE DISTANCE y w w o 0
1- MIN, POP RIVETS` I pl,r' t c
DC DIST, I 14 X SJ8 S M,S• n I ,'n I .J { �8.01'�-..�„�L"�-BY'HliT- N `3
a/HINGE I �\ 1, I 1; B) 1-1/4"MIN.EMBED INTO CONCRETE OR FILLED BLOCK m a y
•---.-"�- - _I - --- - -ffi,,.� __,_.,_.__ _..I,_ .. •- MIN EDGE DISTANCE INTO CONCRETE -ro
j� 4"LUN EDGE DISTANCE INTO FILLED BLOCK
CONCRETE Ic=3000 P51 MIN. c
C-90 GROUT FILLED BLOCK I'm r 2000 PSI MIN.
1.9"%2.19"x 3,3"X 090" ANCHOR TYPE A OR B >O�o
STEEL TRACK BRACKETS `29
SEE SHEET 3 FOR.SPACING I I I-----1.1 -.--..I L 512E SHEET 3 FOPER BRACKET
R BRACKET SPACING Li1111L LI111/!! Fif..
ltnII 1 l L
7-1/2"x ,osa"1INTERIOR SIDE 7-1/2"X.071" \1/4-20 SS BOLT T ".GALV. STEEL END ROLL.ER HINGE ` &NUT - $
5TEfL TRACK CENTER HINGE" \\ �*,1�
14 GA.X 2-1J6"X 1"(STANDARD) 1.82"DIA,X.50"STEEL ROLLERS(STD.)'. IY�� d 111
12 GA, x 3-5y/' '2 X 1-1J2"(OPTIONAL) 17/8'. i '•' Sa
%. � drawing no,
FASTENED TO TRACK PLATES PUSHNUT 1.82'DW. x .50'NYLON ROLLERS(OPTIONAL) R
WJ 1/TENE X O TR TRUSS ND. INSTALLED ON ROLLER SHAFT 2.75"DIA.X ,50"STEEL ROLLERS (OPTIONAL)•\ % ..,LOR101' 1L91e��%� 02-21
SLOTTED M,S,$LOCK NUT 2r75'DIA.X ,50"NYLON ROLLERS(OPTIONAL)
SECTION B-B WITH 5"STEM
-POP RIVETS X ._ 1-1/2"% 1/2'X 1(8"HOR12.ANGLE ._ m 5/16' 1,-5/81 LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, oa
2� 5 16"SLEEVE ANCHORS CENTER SUPPORT REQD.ON DOORS FOR ODOR HEIGHTS WI 8 F<, (�
GALV S X 5-7/2"%3"X.I04' / RI WITH UT INSULATION OR WINDOWS,
GALV,STEEL " WITH I-1/4 EMBED INTO MASONRY EX REEDING 8 FT.IN HEIGHT-„Y 2"X 2"X 1/8"HORIZ.NNGLE t�9ll
OF ROLLER BRACKET 4 EACH SLOE 3 PER BRACKET 11 FOR DOOR HEIGHTS ABOVE 8 Fr.OR �- N
FASTENED W (6)® t4 X 5/8"S.M.S. \ II A o
I ( �-..rT_..--.-,.-_._n DOORS SPOT
WELDED
TO ORIZ I TRALC z mop W
- - •^^-^ SPOT 4ELDE0 T NOR i N.�..
14 GA.GALV,STEEL ADJUSTABLE ^ '•�_ 1_ G n tp
SLIDE FASTENED TO BRhCKE? 2-1/2"X 4-7/4"% 13 GA, STEEL PLATES si "•"""""" •-- .— - �=�I� - - - �.T------ WITH iYfO WELDS AT 1-7/2`APART
W/5/16 HE%HEAD - - WELDED TO 1-1/2"X 1-1/2'X 14 GA,ANGLE A _ ,� FlRST AT 3"O.C„REST AT 9"O.C. h N
M.SCREVIS&NUTS, FASTENED TO TRACK CONNECTED TO FLAG BRACKET ANGLE Q Z
' WITH (4) 1/4-20 SS BOLT& NUTS �` HORIZ,TRACK LENGTH OPENING HEIGHT PLUS 12' 1 AND T08SPRING S1WFT GUIDE WITH Q O q`�-.'n BOLT
NUT
TOPBRACKET - :..__.�........_,_..........."....._»".,.._._... ........��._'111 ty
(STANDARD) TOP BRACKET -_. •.�. --'-_ '". -•: (2) 1/4-20%5/8'BOLT A NUT 0.
(OPTIONAL) ("' - - (f.O G,
LOW HEADR OM DOOR _ ) � Q
HORIZONTAL REINFORCEMENT a •14 GA,GAL.STEEL TRACK O m
I/2-X 1-3/4"X.058'FORMED STEEL - - 4 K m o
VERT CAL ITCK V GLUED TO PANEL AND FASTENED TO - / ! O
VERTICAL STILES WITH 2"X 5-1/2"X.104" _ 2-1(8"X 7'%.080"
(2)3/16"POP RIVETS GALV.STEEL - ! a r SECTION. A-A ¢z c
FASTENED W/(4)ly 14%5/8"S,M.S, a pall o LL N
TOP ROLLER-BRACKET FOR .._.. _ _ 1L 2 U)_
LOW HEADROOM DOOR OPTION -.-.4 w •. SECTION HEIGHTS BRACKET PLACEMENTS
HORIZONTAL REINFORCEMENT •f DER _ - � J O�Z m
1/2'X 1-3/4"X•058"FORMED STEEL I HEIGHT 1ST 2ND 3R0 4TH 5TH 81 02 B3 84 E75 B6 B7 (38 Q W m S
GLUED TO PANEL AND FASTENED TO I 6'-0 1B 1B" 1B"1B'•N/A 1"TO 2"11 3(.4"
VERTICAL STILES WITH .`..._'9`t ' ,^ - _ 23" 34" 45'• 56" 67"
;. (2)3/16"-POP RIVETS 6'.-6' 21 18° 18"21"N/A I'TO Z"11-3I4" 23" -34" 45 66" 67" o
-5/16"MEETING RIB �— 7-0 21 21 21 21•N/A 1 TO 2"11 3/4 23" 34" 45 _56" 87
- 7!.-6' lfl lfl' 18 18" 18"1 TO 2-11 3/4 23' 34" 45" 56" 67 78-1(A" e
y PLASTIC/STEEL ROLLERS t
K.50' o= ,� -,I 23" 34" 45" 56 67" 713-1%4"
1.82"DIA. 'i` w B-O" 21"18 18 18" 21"1"TO 2"77-3/4 ^
( ® W/.44 DIA X 4-1/4'STEM s \- —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM - co o
= FOR DOORS MORE THAN 8 FT, HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. F
Li
_^C z o vUWi
OPTIONAL INSULATIONS: a s
RT• DYPLAST PRODUCTS ITS' o m 19 X 219 3.3"X.090" C Q
�. X p1 0
ISO 25 POLY ISOCYANURATE 1 STEEL TRACK BRACKETS
DENSITY o 20 PCF �^ Il 2 3/I6 HIGH £ ui'.°
N O A, 1 -1207A4 m CONNECTED TO TRACK WITH B 0 0)
0
OR N.7 4) 1/4'BOLTS Ea NUTS. U n
"' •--"-.,... BY GELLOFOAM NORTH AMERICA'
m 0.z LD
- DENSITT�. 1,03 PCF - - 1• 0 t m
NDA.#15-1203.04
OR m
' HY'INSULfOAM LLC' '^
DENSITY 0.92 PCF
N.O.A. #19-D129.06
14 G'L GALV,STEEL
`^ ROLLER HINGES FASTENED a ""•""4' Z „
() 14 X 5/13"SMS m m o L°
MIN. •024"ROLL FORMED STEEL PANEL ,�.„•,,,.,, c?T;g
DRAWING QUALITY G-40
MIN,YIELD STRENGTH m 39 KSI
"'_'..>_„"'.."'"•....'.`. WITH PRIMER AND BAKED-ON C A x B E
POLYSTER PAINTED TOP-COAT •TRACK CONFIGURATION
APPLI TO BOTH SIDES OF STEEL
cd
a J
c m • n
_ VERTICAL LIFT HIGH 1_IFT SJANDARD`LIFT LOW HEADROOM .2 °- o
a_o-o
DOUBLE TRACK
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS. x
�- BOTTOM BRACKET FASTENED
�••� W/(4)# 14 X 5/8'SMS `V�\.-��, ,p1 q., IIi�i\ ry
T
PRODUCT REVISED 1
O BOTTOM SEAL OPTIONS as complying with the Florida N0 0
Building Code - ••
-� - _,—SEE SHEET 5 NDA-No. 20-0901.25
, Expiration Date 0712112025
5-1 0 1 drawing no
SECTION A-A s T' ,.1 toRlol. ' ♦ 02 2�
SEE SHEET 2 FOR LOCATION rAlami-Dade Product Control i V� �`�
l ...'
OF REINFORCING TRUSSES ''�!se,���L1���` (sheet 3of��y_)
_- 3 . - - REINFORCEMENT'
dIN. �I
I'OGE -1/2 X 1-3 4"%.OSB" o
FORMED STEELE
DIST, �)6% 1P
R" Z 1-1/2"MIN. SELF DRILLING SCREWS
I - GE-DIST. o OR SELF DRILLING SCREWS q m w
I m 3/16"'RIVEX'STEEL RNETS n
o MULTIGRIP W/DOME HEAD 3R76"• HEX• O Z
3 w w 1- AT 48"O.C. / R STEEL RWETS ..
L r MULTIGRIP W/00ME HEAD Z L
REINFORCEMENTAT 98"O,C, Q y 1/2"X 1-3/4"X.058" Q pJj NFORMED STEEL)/4 DIA.LAG SCREW$ �� � 1/4 D1A.(AC SCREWS a WIC I' 6"FROM ENDS WOOD BU 1 •AT6"FROM ENDS p y,AND 15"O.C.MAX. i�. AND 15'O.c,MAX. O V N -
- 1Y'STRIP ADABTER V W
M o
ALUh11NUM . . T9 OE
-STEEL
ADAPTER O 6 no:G
RUBBER W'STRIPPING O
11 RUBBER W'STRIPPING Q¢11
20 q
O50
,-�Z _..r,1s27 Gqo
Sq4 o N
a
I q 346 a�i m
�1.750--,-I I c �
--�1.7D0--I
o n
OPTION 'A' BOTTOM SEAL OPTIONS a
OPTION 'B'
n
'WOO,
OOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0,55 MIN.) n
o (j
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT C p
TO WOOD STRUCTURES,IF THESE METHODS ARE FOLLOWED NO ADDITIONAL.CALCULRONS/DESIGN -
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. y I?4
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE } �Q
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION, ��- �^ ANCHOR SPACING G
_- ANCHORS STRUCTURE 'EMBED SPACING(OGE`DILT. e E�c o
3 0 HLC SLEEVE BY-HILTh - C6( 1 1 4 6 2 O. y ly
3[8 CONFLE%BY ELCO FILLED BLOCK 26 q 3 3 4 Vp L
STEEL STRUCTURE BY OTHERS 7 8-DYNABOLT flY'1T1V'`- -COHC.� 191 2 B T 2 1/2. W G 3 N
3 B�POWER=BOLT BY DEWALT n ""'
5/16"X 1-6/8" MUST SUPPORT THE LOADS IMPOSED 3 8"SLEEVE.ALL BY SIMPSONS' - CONE. - 1 1 2 8 2 `� O'0
UlC SCREWS- BY DOOR SYSTE14 !r „8�_3 ,_ ,roc O N L�'
AT 12=0./ - - - - Om
CONCRETE Yc A 7000 P51 MIN, � mm m u1
5f16" BOLTS
WITH WASHER
GROUT FILLED BLOCK 1'.- 2000 PSI h9N, Q tV o
ASH ER&NUT N p =r,
WOOD BUCK CONNECTION TO M650NRY 1• AT 12'O.C.MAX, p�EDGE DIST, �- T
PRESSURE TREATED 2X6 SYP Yf000 JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONE. COLUMN WITH
1/4 ULTRACON+ BY IDEWALT'WITH SPACING OF
12 0.C,INTO GROUT FILLED BLOCK WALL,WITH 2il/4 MIN. EMBED - - - -- o o
IS O.C,. INTO 300D PSV CONCRETE,WITH 1-3/4"MIN, EMBED" .� ,_--1-1/9`X 2-.1/2"X 14 GA I o r
1-1/2` CONT.STEEL ANGLE 2 1/2' MIN,EDGE DISTANCE
1/h"TAPPER BY'DEWALJ`WITH SPACING OF -- 12 GA CALV.STEEL
11 D.C. INTO GROUT FILLED BLOCK WALL,YJIT 1-1/2'MIN, EMBED �'-FIAT BRACKETS3 LONG --- u
,II 1/16"X 2-1/2' 2-1/8"X 1"X 1A GA.
13"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN, EMBED y FILLET WELDS AT 12"OC.1N DOOR OPNG, - GALV STEEL TRACK v$P
J MIN,EDGE DISTANCE " J AT 12"b C MAX AT 1B"O,C.ABOVE DOOR OPNO, r FASTENED TO TRACK PLATES r -
J/8`CONFLEX B1''ElCO'OR CONNECTED TO CONT.ANGLE W//(2'1/4-20X5/8"TRUSS HO.
3/8"LDT LE'ITY WITH SPACING OF ._ W/(3)SPOT WELDS AT.EACH SIDE SLOTT�D M.S,&LOCK NUT ci
23 OC INTO 3000 PSI CONCRETE WITH 2-1/2"MIN. EMBED CONTINlI0U5 F�, TRAOK REVERSE TRACK COh.N000S ANGLE TRACK s a( a
3 h IN,EDGE DISTANCE TO WOOD BUCK - TOT�ST EL - TO CONCRETE AND FI1IFQ BLOCK
3/B HLC SLEEVE BY'HILTI WITH SPACING OF
to 00 INTO GROUT FILLED BLOCK WALL,WITH 1-1J4"MIN.EMBED, 4`MIN.EDGE DIST,2 ALTERNATE TRACK INSTALLATION 11NIIIIIIN
15"O.C, INTO 300D PSI CONCRETE,WIT11 1-�1/4"MIN, EMBED AND
MIN,EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
V F a
FOR NEV!CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY PRODUCT REVISED
as complying with the Florida ^'n}' gT1q 0 1
ADEOUACY OF SUPPORTING STRUCTUR Building Code f3`7Y 1 6 2020
E TO SUPPORT LOADS IMPOSED - N0.
BY DOOR SYSTEM. NA-No. ZD-�90'1.25 U S
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH.NO ENGINEER OF -" - - 5
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Expiration Date 0712112025
BUILDING OFFICIAL UPON INSPECTION, By VITA 5T Q •'�w drawing n0
Mlaml-Dade Product Control � AlOA1Ot" �`S��
MAXIMUM EXTERIOR(+)LOAD PER JAMB =(16.16' X 02 PSF7/2 =291 Lb.pal Ft. - i`��i"' �/ 02 21
IAAXIIAUM INTERIOR(-) LOAD PER JAMB= (16.16' X 44 PSF)/2 355.5 Lbs per FL
*PLASTIC COMPLIES WITH .250I I IL o
DOOR PANEL CHAPTER 26 OF FBC
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE
m o
0 I °~
z �N
1.765 1:725 fmv
�.
7/16'DIA,WASHER 0 W C4 >r'
0 V N
#8 X 3/4'SMS 21 3/4' -� IIL 0 G j m
1 I .0 3/6"FROM ENDS MAX. .176 F^-._.800�, Cy.0 p) o
CA) I I 1 t AND 7"0 C MAX WOW,WIDTH 0 Cabe
0
' fi XT RIOR FRAM * INTERIOR FRAME 0 Iq N
18 1 8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION rc z
i III! (4) '8)1 3/4 SMS y x C MAX _•. = Q W a FL n
-® 1=3/8"FROM ENDS 3 1O J Da,O. . IL 2 to o
j 111� i �I AND 6�-1/2"0,0.MAX, y,3 ui p .y,,.=� ..t,». Q Z 0 �l
)(.062 DEEP .qGGq�11 ppy7 s' +' IQI N,
GROOVE
n.
li _1/OA''TUFFOAK'POLYCARBONATE SHE
o
1 I N,. f/18 918.06
O O i I a�...m.._ - ' �r:�� j f^ 9 -..-.._...f•..:,,J W O v
W n
o J
� p W
- 1i a � •C c
k A El
1 1
I
I11 .175 X.062 DEEP J p•4.
k7/16-
GROOVE �. . o
y8 X 3/4"SIAS INSIDE ELEVATION PRODUCT REVISED d 3/B'FRDu ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS as oomplyingwlththe FloHda AND 6-1/2.O.C.MAX. Bullding Code u p PWINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION NOA-No. 20-0901.25/8 X 3/A"SMS C®3/8"FROM ENDS• 175 X.062 DEEP Explratlon Date 07/2'U2025AND 4-1/2-O.C,MAX. GROOVEBy �1trol A8X3/4-SMSJ/6"FROM ENDS \\�11 ///AND 7"•O.C.MAX, F{l>J AND WASHER •-,^,. _ _ _ _ _ :�\��••\}GENSE°-.: �� o
p;OV 9 6 7a2Q NO '` I
DOOR,PANEL
24 CA.(.024)STEEL MIN. EXTERIOR C'
�ODOR.PANEL 15/16"MIN. y D.L.CPG S (� drawingV po.
24 GA (.024)STEEL MIN. '•`-�"�
cLAzwc 61Te'� <. .'��, �toaioP.••`C9��� 02 21
._....._.�.-.,._ Inn WI .�."......._ /A yO�Ogg�� �\\\a _
- - ulilt� sheet 5`of 5