HomeMy WebLinkAboutProduct Approval VL
EIVED
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F6 2020
MIAMI•®ADE CODE COMPLIA • . artmant MIAMI-DADE COUNTY
o ST. L U C I E C O Ts�fl
Co ty PRODUCT CONTROL SECTION
('�((°° L 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND E491Q A SOURC9 Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadt.gov/economy
DAB Door Company,Inc.
12195 NW 981 Avenue
Hialeah Gardens,F`L 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)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,including
the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master®Model 8241811 Steel Sectional Garage Door 16'-2"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 09/10/2002,with revision L dated 10/03/2017,sheets I through 5 of 5,prepared by AI-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
LABELING:A permanent Iabel 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#17-1018.12 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.20-0107.06
MIAMI•DADE COUNTY Expiration Date:July 21,2025
•••, All _W Approval Date:March 5,2020
07i�� Page i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous 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
09/10/2002,with last revision K 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 under NOA#11-0414.12"
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-07-4200,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 Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.BETI-11-3204,dated 01/20/2011, 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-11-T100,dated 01/21/2011,
signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0228.02"
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.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/1512003, signed
and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared
by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"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.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
e zi27�2aZa -
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 -
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq 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 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
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl 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 Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.19ET104-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.B ETI 04-T251,dated 11/29/2004 signed _
and sealed by I.Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Bum 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#14-0814.10"
1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
D2
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-2
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New evidence submitted.
A. DRAWINGS "Submitted under NOA#17-1018.12"
1. 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 I through 5 of 5,prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
B. CALCULATIONS
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 Insulfbam,LLC,for their Insulfbam
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 0 1/11/2022.
3. Notice of Acceptance 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 6h edition(2017)FBC,prepared by Al
Farooq Corporation,dated 12/23/2019, signed and sealed by Javad Ahmad,P.E.
F. OTHER
1. This NOA renews NOA#17-1018.12.
2- -2 r17/V
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-3
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THIS PRODUCT IS RATED FOR LARGE MI5SILE IMPACT INSIDE ELEVATION BUILDING CODE,TAS-202,TAS-201 h TAS-203 FOR HVHZ AND7'-9' 4 SECTIONS 16'1 SECTION 21' ASTM E1BBS- ASTM E1996-09. N
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9' 6 SECTIONS 18 - LOCK I34R GUIDES Max. Size 16'-2" X 16`-0" High
9'-3' 5 SECTIONS 18'1 SECTION 21' INSTALLED'ON END STILE 2 ANCHORS SHALL BE CORROSION RESISTANT,SPACED:SPECIFIED
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9'-6' 4 SECTIONS 18'2 BECKONS 21' With VrndOW li{e Option AND INSTALLED PER MANUFS INSTRUCTIONS.:SPECIFlED EMBEDMENT TO BASE
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9'-9" 3 SECTIONS 18'S SECTIONS 21' o10' 2 SECTIONS 18'4 SECTIONS 21" XX.6WL LOCK
DESIGN PRESSURE RATING = + 36.0 PSF 3,A LOAD DURATION INCREASE 6 USED IN,DESIGN OF ANCHORS INTO WOOD ONLY. R
10'-3' 1 SWnON 18' 5 SECTIONS 21' 4.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT
10'-6' s SECTIONS 21'- o ON EACH SIDE OF DOOR - 44.0 PSF COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE u
10'-9" a BECKONS 18'1 SEC110N 21' CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE k ADOPTED STANDARDS.
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TOP ROLLER.B CKET FOR
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR "SECTION HEIGHTS BRACKET PLACEMENTS 0001
1/2'X 1-3/4'X.058'FORMED STEEL HEIGHT 1ST 2ND 3R0 TH 5IH B1 B2 53 84 BE' B6 B7 B8 lu -
- 87"
- O
,GLUED 70 PANEL AND FASTENED TO 6-0 18 18 18 18'N/A 1"TO 2'11 3/4' 23' 34' 45' S6' I
VERTICAL STILES WITH - _
6'-e 21"18' 16'21°N/A 1'TO 2°i t-3/4.' 23' 34' 45°" 56' 67° c N
(2)3/16* POP RIVETS -
1'_ " '2"21"2"N A 1"TO 2"11-3 4° 23° 34" 45 56" 67"
0 21 1 1 / /
5/16'MEETING RIB g� ,
7'-6" 18'18" 18"18"16'1"TO 2"11-3/.4' 23° 34" 45" 56' 67' 78-1 4°
PLASTIC/STEEL ROLLERS _� 8'-0' 21'15' 18"18' 21"1'TO 2'11-3/4' 23" 34" 45" 56° 671 78-1/4"Ifl N
®. 1.82' DV,X ZO' .� '-SECTIONS ARE NUMBERED STARTING AT THE.BOTTOM co n
4- 4'
Lf
W .44�DIA X 1 STEM.
/ / "O.C.
x ADDITIONAL TRACK BRACKETS�AT 10
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDTIT C K)x _ � x
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in M
o m PWDUC f REVI" c a>i
OPTIONAL WSULATIONS; on m 1.9'X 2.19'X 3.3"X.090' nq 10.19Wtthda F7aeiAe a
BY'tYYPLAST PRODUCTS LLG' STEE4 TRACK BRACKETS tpddinY Code o .•G., ui tE
ISO-25 POLY-ISOCYANURATE n 2-3/16'-HIGH Accrplojc.No /O/ •�Z �m e
DENSITY 2.0 PCF m CONNECTED TO TRACK WITH 6ylrsne.Ode U
OR A.#16-1108,04 m ) 1/4'BOLTS k NUTS. Ts4� 0 3 N
By`. IOFOAM'NOR'RI AM RI 4! m 1 o Z
DENSITY-1.03 PCF niQbtl Caa6'� u,o 0
N.D.A.#15-1203.04 � m Ot 0 s
OR
BY'iNSULFONd LLC m N C] =1=
DENSITY-0.92 PCF N.D.A.$17-0221.06 m �
m
14 GA-GALV.STEEL Cy z
ROLLER HINGES FASTENED//8'' MS m .
- - m s
Ilary-,024'ROLL FORMED STEEL PANEL o Q
DfiAWING QUALITY G-40 _S
MIN.YIELD STRENGTH-39 NET
WITH,PRIMER AND BAKED-ON
POLYSTER PAINTED TOP CHAT TRACK CONFIGURATION °' z
APPLIED 10 BOTH SIDES OF STEEL
w
VERTICAL LIFT HIGH STANDARD LIFT LOW HEADROOM H
DOUBLE TRACK --
AVAILABLE TRACK OPTIONS tptl Uiull
orrou BBRACKETm.TFFASTENETI Y7�Q ArYri� a
W/(4)#14 X 5/8'SMS PRODUCT RENEWED o °
as complying with the Florida �,•'LtOEM '•.• % i
Building Code ,.
30TroM SEAL OPTIONSwoa wo. 20-0107.06 _ 2 ' 1 A,
�sEe SHEET 5 Fxplration D e0 7/2112 0 2 5
BY ' drawing no.
'
Miaml-Dad Product Control
SECTION A-A +%•,'G��e `2o P �C9®�`•` 02-21
SEE REINFORCING TRUSSES i�rrS�� ��t �`� sheaf 3of 5
3"" REINFORCEMENT
IN. 1/2"%1-3/4"X.058' �� o
CE 4FbRED STEEL N
DST. �8.X 1' I
z 1-1/2`MIN. SELF GRILLING SCREWS X 1" 1 0
I. E DIST. L m 3/16"'RNEX'STEEL RIVETS OR
LF DRILLING SCREWS Z n�
c MU471GRIP W/COME HEAD OR 0 n id
g ° w AT 48'O.C. 78°'FUVE%'STEEL RNEfS
m.# ULRGRIP W/POME HEAD 2 n cv
48`O.C:
REINFORCEMENT O O o
1/2"X I Fg4;X.058' 0 td2BY' 1/4`bLA.LAG SCREVIS 2BY1/4'DIA LAG SCREWS FORh1E0STEEL OIr GWOOD BU AT 6'FFiON ENDS Wp00 BU AT 6''FROM ENDS AND 15'O.C.MAX• I AND iS"O.C.MAX.. W'Sfi11P�MADMINUM ADAPTER RUBBER WSTRIPPING R W'STRIPPING a Q m
y�J {L2�
040 .348
PRODUCE REVISED
BOTTOM SEAL OPTION nli4LhnFUorlAs m
OPTION 'A' OPTION 'S'
Aacpj nce No1 12
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o fj
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES..IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS DESIGN '.
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. / c>
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF.RECORD,INSTALLATION MAY BE _ o a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING Q'L m
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. a OE m N
3 8 HLC SLFfVE BY HILT CONC.
3 8"CONFl.EX BY'ELCO FILLED LOCK
3 8"DYNABOLT fiY'RW' CO... 1-1.2" e` 1 2-1 2 O Z L0 c+
STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS' CONC. 2" 8' 2" o O ^
5 18°X 1-5/8° 'MUST SUPPORT THE.LOADS IMPOSED o=. N o 0
/ LAG SCREWS BY DOOR SYSTEM' 3 8 SLEEVE-ALL BY SIMF50N5' CONC. 7-1 2 B" 3° d m
AT 12`O.C. CONCRETE VC-3000 PSI MIN. '� m a v
5/16"DIA.BOLTS C-90 GROUT FILLED BLOCK-Vrn 2006 PSI MIN. N p i
WOOD BUCK CONNECTION TO MASONRY AT 12"oc�MAxN� EDGE DUST. O
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL.BE'ANCHORED TO. o
GROUTED RBNFORCED'MASONRY BLOCK WALL OR CONC.COLUMN-WITH j. d°
z E
1/4°ULTRACON BY'ELCO'WITH SPACING OF dh
12`O.C.INTO GROUr FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED - o
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-i A"X 2-1/2"X 14'GA o fR5
2-1/2'MIN.EDGE DISTANCE 11-1/2' 1-1/2" CONT.STEEL ANGLE 1-1/2" a P
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL
11"O.C,INTO'GROUT FILLED BLOCK WALL,WITH)-1/2"MIN:EMBED FIAT BRACKETS 43"LONG 8`X 1"X 14 GA
13`OE*INTO 3000'PSI CONCRETE,WITH 1-3/4-MINN.EMBED 1/16"X 2-1/2 AT 12"D.C.IN DOOR OPNG. GALV:STEEL TRACK '
3°'MIN.EDGE DISTANCE FILLET WELDS m,
AT 12°O.C,MAX. AT 18"D.C.ABOVE DOOR OPNG. .FASTENED TO TRACK PLATES
3/8'CONFLEX BY'ELCO'OR CONNECTED TO CONi.ANGLE W/.(21 1/4-2pX5/8"TRUS
S HD.
3/8"LOT BY'ITW WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE S O D .S.& K NUT
23'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2°MR EMBED o
3`MIN.EDGE DISTANCE GNDN IO a AN- a.K REVERSE TRACK CONTINUOUS ANGLE TRACK S B d
TO WOOD BUCK TO STEEL TO ON RETF AND Fl LFD'RLOCK, •�o
3/B'HUD SLEEVE BY'HILTI'WITH SPACING OF
10'O.C.INTO GROUT FILLED,BLOCK WALL,WITH 1-1/4'MIN.EMBED;4"MIN.EDGE DIST. U1Ihl1
2-1�2C.MN.O 3000 EDGE DISTANCE CONCRETE,WITH 1-1/a'MIN.EMBED AND ALTERNATE TRACK INSTALLATION.
PREPARATION OF JAMBS BY OTHERS PRODUCT RENEWED
i
FOR NEW CONSTRUCTION ENGINEER Of,RECORD OR ARCHITECT TO VERIFY as complying with the Florida o. S o I a 1
ADEQUACY OF SUPPORTING STRUCTURE'.TO SUPPORT LOADS IMPOSED Building Code =
BY DOOR SYSTEM: NOA-No. 20-0107.06
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Expiratio n D to 07I2112D25
RECORD,DOOR INSTALLATION.MAY BE REVIEWED AND APPROVED BY L,',L L (U L:,•af ST OFF dlvwing no,
BUILDING OFFICIAL UPON INSPECTION, `
miaml Ba a Product control '•; .RIIDI" ��� 02-21
MAXIMUM INTERIOR( )LOAD PER JAMB (1616' X 62 P a 291 Lb.355.5 Lb.per Fl. ,VV/I�
MAXIMUM INTERIOR(-)LOAD PER JAMB a{76.16'X•44 P
.500 F--r.250 V
*.PLASTIC COMPLIES WITH II II N
DOOR PANEL CHAPTER 26 OF FBC
N
24 GA(.024)STEEL MIN. SEE EVIDENCE PAGE Z
2
1.725 f R
t.765 e }
7/16'DW.WASHER O Ei
1.144 Gj
°p�p'
(� �6 X 3/4'SMs 21 3/4r
\ 1 ®3/8"FROM MAX.
AND T O.C.MAX. WDW.WIDTH 0.3 E y
* EXTERIOR FRAME * INTERIOR FRAME �. r
p 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION P ,�
(a)9e x a/a sus ,= d MAX. a Z°_r o i
® 1-J/8'FROM ENDS m
I \ AND 6-1/2'O:C,MAX, n
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L i!i
A A,O C% ED
IJj 175 X.062 DEEP w
IIjJ GROOVE
u
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t-3/8'FROM ENOs RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS � DOCfR6Vfli� m ,3
I PI}'�t•it6.16e.F1NY4 -� -
„I AND s-1/2'D.C.MAX O WINDOW LITES CAN BE 1N ANY LOCATION IN 'DOOR SECTION Iw+J aw Obde
I
O I 08 X 3/4`SMS C ro
Aatrpl.aa No 17 IO/K/2..
B ' I I I I ®3 8 FROM ENDS 175 X,.082 DEEP pr ®�`� bi
i �` ' ( 'AND 4 /2'D.C.MAX. GROOVE PRODUCT RENEWED ii m;4
I os complying with the Florida 4.....�.-- . o$6 o
- Dulldfng Codo f4dncl_CplteM '>
/ NOA-No. 20-0107.06 _ x
�\ #8 X 3/4'SMS I O
6 3/8'FROM ENDS _ Expiration D e0712112025 11111111///
AND 7'O.C.MAX E- By
__........_______ Miaml-D a Product Control ,�-•'VOEN YJ d
7/16'DIA WASHER .\\ - _ __
DOOR PANEL u •*_' n u ` '
24 GA.(.024)STEEL MIN. .EXTERIOR _
DOOR PANEL 15/76'MIN. D.L.OPG. " TATEOF •q{7C dtawiny ho.
24 GA.(.024)STEEL MIN. GLAZING BITE '�
� ° c��,` 02-21
WINDOW WIDTH
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30'or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSlF]
❑160 EXPOSURE B 9'x 7' Door =+26.7 -30.2
❑160 EXPOSURE B 16'x T Door =+25.6 -28.5
❑160 EXPOSURE C 9'x T Door = +32.4 -36.6 (1 story and max 15'
❑160 EXPOSURE C 16'X 7' Door =+ 31.0 -34.5 mean roof height)
❑160 EXPOSURE C 9'x T Door =+37.4 -42.3 (2 story and max 30'
❑160 EXPOSURE C 16'X T Door =+35.9 -39.9 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+39.3 -44.4 (1 story and max 15'
❑160 EXPOSURE D 16'x 7' Door=+37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+44.3 -50.2 (2 story and max 30'
❑160 EXPOSURE D 16'x 7' Door= +42.5 -47.4 mean roof height)
❑150 EXPOSURE B 9'x 7' Door =+22.8 -25.8
G W150 EXPOSURE B 16'x 7' Door =+21.8 -24.3
❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
❑150 EXPOSURE C 16' x 7' Door= +26.4 -29.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30'
❑150 EXPOSURE C 16' x 7' Door= +30.6 -34.1 mean roof height)
❑150 EXPOSURE D 9'x 7' Door =+33.6 -38.0 (1 story and max 15'
❑150 EXPOSURE D 16' x 7' Door =+32.1 -35.8 mean roof height)
❑150 EXPOSURE D 9'x 7' Door =+37.9 -42.9 (2 story and max 30'
❑150 EXPOSURE D 16'x 7' Door =+36.2 -40.4 mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
■ Glazing in Garage doors must comply with R301.2.1.2(Glazing must
be impact resistant or shuttered)