HomeMy WebLinkAboutProduct Approval RECEIVED JUN 17 2,316
MIAMI•D1ADE 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
DAB Door Company,Inc.
12195 NW 981h 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)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 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision J dated 03/09/2015,prepared by Al-Farooq Corporation,signed and
sealed by Javad Ahmad,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 Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model
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 hack,
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 revises NOA#14-0814.04 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.15-0317.02
MIAMI•DADECOUNTY Expiration Date: August 9,2016
Approval Date:June 11,2015
I,; Page 1
o��Dzl
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing, Inc,Test Reports No. HETI-08-2149A/B, dated 06/27/2008,signed and
sealed by Candido F.Font,P.E.
"Submitted under NOA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font,P.E.
"Submitted under NOA # 01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No. HETI 01-974A,dated 01/29/2001, signed and sealed by
Hector M. Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering &Testing,Inc.,Report No. HETI 01-969,dated 01/18/2001, signed and
sealed by Hector M. Medina,P.E.
5. 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.
oG/b2'ZdTS
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
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.
"Submitted under NDA#09-0128.04"
2. 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.
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. I1-0926.07,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-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 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.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 D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
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#14-0814.04"
1. Statement letter of code conformance to the 5'h edition(2014)FBC and of no financial interest
issued by Al-Farooq'Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
o� 02 its
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
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WITHOUT DELRON SLEEVE (STD.) (6) X14 X J/4"SELF DRILLING SCREWS TO BE IN AT
WITH DELRON SLEEVE(OPTIONAL) CENTER STILE _•
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7'-6' 15 SECTIONS 18'- 6"X 3"X 0.1" 1 N
7'-9" 4 SECTIONS 18'1 SECTION 21' STEEL PLATE �� 1, MAX. DOOR WIDTH
8' 3 SECTIONS 18'2 SECTIONS 21" WITH (2) #14 X 5/8'SMS ` O ` -'--- -
B'-3' 2 SECTIONS 18'3 SECTIONS 21"
8'-6" 1 SECTION 18' 4 SECTIONS 21'
e'-9' 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION
9— 6 SECTIONS 18,- STO. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
__5 SECTIONS 18"1 SECTION 21' DOOR OPTION
9'-6' 4 SECTIONS IB'2 SECTIONS 21' •' o
3 SECTIONS 18.3 SECTIONS 21° 7-7/8"X 3-1/8•X .010" a 9
10' 2 SECTIONS 18'4 SECTIONS 21" STEEL PLATE DAB DOORS INC. o '
10'-3' 1 SECTION IB' 5 SECTIONS 21' CENTER STILE WITH (4)#14 X 3/4°SDS Hurricane Master®Model 824/811
10'-6" 6 SECTIONS 21"- '--' Max. Size 9'-4" X 16'-0" High u U u
10'-9' 6 SECTIONS 18'1 SECTION 21' OUTSIDE N74 X 3/4"SELF GRILLING SCREWS MAY BE USEOI
11' 5 SECTIONS 10'12 SECTIONS 21' HANDLE END STILE IN LIEU OF#14 X 5/8"SMS J With Window Lite Option d W
I1'-J' 4 SECTIONS 1B'3 SECTIONS 21' 4 1
11'-6' 3 SECTIONS 18'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = + 50.0 PSF •,
11'-9' 2 SECTIONS 18"5 SECTIONS 21' __ - 60.0 PSF v
TV 1 SECTIONS 16"6 SECTIONS 21" " LOCK BAR GUIDES N a o ry u
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3" 7SECTIONS 21'- WITH (4) a14 X 5/8"SMS GENERAL NOTES `
12'-6' 6 SECTIONS 18'2 SECTIONS 21'
12'-9' 5 SECTIONS 18'3 SECTIONS 21' 4 .18T X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1
13' 4 SECTIONS 18"4 SECTIONS 21" ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(F8C)FIFTH EDITION(2014)
13'-3' 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). _ o •i
13'-6' 12 SECTIONS IB'16 SECTIONS 21' A 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Eng^3AVAD AHMAD FRODWEREVOW 1 o
13'-9' 1 SECTION 18' 7 SECTIONS 2I' OUTSIDE KEYED LOCK {OPTIONALI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CIVIL ��14rit@�f7uri18 •!,
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I4'-6' S SECTIONS IB'4 SECTIONS 21' LOCKS SHOWN ABOVE G c
I4'-9' -4 SECTIONS 18'5 SECTIONS 21' 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN H o u
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15'-6' 1 SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA O1—O9
15'-9' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND _
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TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASONRY EXREEDING 8 Fr. IN HEIGHT FIRST AT 3'O.C. 01
FASTENED W/(6) /� fb%5/6"S.M.S. _ _ 3 PER BRACKET iI A , REST AT 9'D.C.
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W/5/16-18 X 3/4'HEX HEAD WELDED TO,1-1/2"X 1-1/2"X 14 GA.ANGLE -- A J (2) 1/4-20 X 5/8"BOLT&NUT' f I�
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VERTICAL STILES WITH 6'-0" 18° 18" 18" 18"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
(2)3/IO'POP RIVETS V-6" 21 18 18"121']N/All"TO 2'11-3/4"1 23" 34 45 56" 67" -_ ---
5/16" MEETING RIB 7'-0" 21;:121"121'1 21"N/A 1"TO 2"11-3/4" 23" 34 45 56" 67"
7'-6" 18 18" 18" 18" 18"1"TO 2"11-3/4" 23" 34 45 5667" 78-1/4"
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EPS-E%PANOEO POLYSTYRENE p m 1.9"X 2.19'%3.3'X .090" j Q Z F=-f01
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MIN. .024*ROLL FORMED STEEL PANEL dd 33
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_ DIST. �8 X I" __ _
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WOOD BUCKS I
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THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT Ld
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN I C7 Q_j
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ---- U =
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ,--.,_ ANCHOR SPACING < Z F Ul e
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS __ STRUCTURE EMBED SPACING EDGE DIST_ 0 L �
3 B HLC SLEEVE BY HILTI'_ CONC. 1-1/4.. 8" 1-5 8 _ 00 TO
3 8' HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4' 8" Q to
3 B"DYNABOLT BY'ITW' CONC. 1-1 2" _ 8= 2" O O 3< �n
3 8"DYNABOLT BY'ITW' FILLED BLOCK 1-1 2" e" 2-1 4"
5/16-X 1-5/8' STEEL STRUCTURE BY OTHERS 3�POWER-BOLT BY'POWERS' CONC. 2' 8 ---1-7 8" U C) Z= N
LAG SCREWS MUST SUPPORT THE LOADS IMPOSED 3/8"SLEEVE-ALL BY 51MPSONS'I CONC_ 1-1/2" 8" 1-7 8' LO n
AT 12"O.C. BY DOOR SYSTEM --- - m J
CONCRETE f'c =3000 PSI MIN. Q N Q
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
' 5/16"DIA.BOLTS
WITH WASHER& NUT t--- �
WOOD BUCK CONNECTION TO MASONRY AT 12"O.C. MAX.
\.n EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED o
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4'ULTRACON BY'ELCO'WITH SPACING OF �• �O i q
16'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN,EMBED
tfi'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1 4'X 2-1/2"X 14 GA o
2-1/2"MIN. EDGE DISTANCE I I-1/2" 1-1/2" `—'-CONT.STEEL ANGLE 1-1/2' W55 ,
1/4"TAPPER BY'POWERS'WITH SPACING OF 3 a S
14"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 GA.GALV. STEEL -- 2-1/B"X 1"X 14 GA. y i x x k
16"O.C. INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN.EMBED 1/16-% 2_1/2 FLAT BRACKETS f3"LONG GALV.STEEL TRACK u
3'MIN. EDGE DISTANCE AT 12"O.C. IN DOOR OPTIC.
FILLET WELDS FASTENED TO TRACK PLATES m
3 8"CONFLEX BY'ELCO'OR AT 12'O.C.MAX. AT 18'O.C.ABOVE DOOR OPNG. W/(2) 1/4-20X5/8"TRUSS H0.
/ CONNECTED TO CONT.ANGLE SLOTTED M.S.&LOCK NUT
3/8"LOT BY'ITW'WITH SPACING OF W/ (3) SPOT WELDS AT EACH SIDE y= a = w,
24'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED o o m o S
2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRAQL( REVERSE TRACK CONTINUOUS ANGLE TRACK N o
TO WOOD SUCH TO STEEL TO CONCRETE AND FILLED BLOCK '>
3/8"HLC SLEEVE 8Y'HILTI'WITH SPACING OF m �
4
B"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED, 4"MIN. EDGE DIST. �---�
18"0.
INTO 3000 PSI CONCRETE,WITH 1-1/4-MIN.EMBED AND
2- r�
1/2" INTO EDGE DISTANCE AI TFRNATE TRACK INSTALLATION
En9r.JAVADAHMAO
PREPARATION OF JAMBS BY OTHERS CIVIL PROAIR'f unSF.0 o a
FORNEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PEA 70592 �eo�LTly Nkh tlee Plofkl� I '�
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N.3578 Lz BY DOOR SYSTEM. Aaagoe NO nl3( .OZFOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF "
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY �--- -
BUILDING OFFICIAL UPON INSPECTION. B� hc4�f COffrd ging no.'
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33' X 50 PSF)/2= 233.3 Lbs per Ft. M O�5 01-09
- 9
MAXIMUM INTERIOR(-) LOAD PER JAMB m (9.33'X 60 PSF)/2 279.9 Lbs per Ft. sheet ¢ of 5
.500 250
* PLASTIC COMPLIES WITH �v
DOOR PANEL CHAPTER 26 OF FBC O
I
24 GA.(.024) STEEL MIN. SEE EVIDENCE PAGE o
00
0 F m cia
w ry K
1.765 1.725 Q 2
CL
I aO o
7/16"DIA.WASHER I 0. ..
1.144
i � 1
ao
d8 X 3/4"SMS 21 3/4" I -.800
�\ 1 + O 3/8"FROM ENDS 3/4-
MAX.. .176 M-
I�/q ' '1 IIII +I '1 AND 7"O.C.MAX. WDW. WIDTH 01M .
y
OR
RIGID VO ONE PIECE RN INJECTION RIGID PVC ONIEE PIECE INJECTION a w 3 N
I I (4)#8 X 3/4"SMS a x o MAX. - Q W Vl.o
0 1-3/8"FROM ENDS \ oo V.Z'N$ m
I;III I AND 6-1/2"O.C. MAX. 30 o ZU
C.L.O.O.L.O.
Z(M(yy 11Duu
'III CA� 9 'i
175% .062 DEEP 1 .1. .•`Yl_ 1I
!III Biu G
,III GROOVE00
--
I I f \ f
O
i l I
O
I4 ] ...r n Q
fI p
III+ 1/4"' POLYCARBONATE LEAN
-BY BARIC INNOVATIVE PLASTICS' _I
Y + W �
I I NOA#13-0717.01 Ln I,
day
Q U = m
_ .,.. pco
oI o r 4`•-••T� o OILE cc
f
3c
Ll
,3
❑ I,II Lei V I U 0 Z 2 .n
IIII J. ./ , dl
(. ' , •� N 0 N= W
1 0
;iC7
I rr rr
•/ i. G G
.175 X.062 DEEP ,
i I I GROOVE
oC
(4)(f8 X 3/h"SMS INSIDE ELEVATION` a
® 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v1= w o po
III r AND 6-I/Z"O.C. MAX.
\J I WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O /8%3/4"SMS a
r III 1 + ®3/8•FROM ENDS O 175 X.062 DEEP
i j AND 4-1/2"O.C. MA%. GROOVE 0
A8 X 3/4"SMS
®3/8"FROM ENDS _ -AND 7"O.C. MAX. _ --
___ __ _________ _ _ Eng,:JAVAO AHMAO I o
CNIL PRODUCT AEVLNPD o �
7/16"DIA.WASHER - - - - - - - - - - - - - - - - FIA,PE�/70 92 d mM1Yb6 wim I
ilollpic�Cod n
Accro Ott Nos l7 b 8 ,t
DOOR PANEL v v u
24 cA. (.oza) STEEL MIN. EXTERIOR drawi� o
DOOR PANEL 15/16"MIN. D.L.OPG. M .Prtdu"CMWO 5
24 GA. (.024)STEEL MIN. GLAZING BITE 01-09
WINDOW WIDTH Sheet 5 of 5
GARAGE DOOR DESIGN PRESSURES
TABLE 1609.3.1
WIND SPEED CONVERSIO
V, 100 110 120 130 140 150 1 160 170 180 190 200
V„. 78 85 93 101 108 11 124 132 1 139 147 155
Por SL• I mile per hour=0.44 m/s.
a.Linear interpolation is permitted.
b. V.,=nominal design wind speed applicable to methods specified in Exceptions 1 through 5 of Section 1609.1.1.
c. V.&=ultimate design wind speeds determined from Figures 1609A,1609B,or 16090.
TABLE 1609.7(1)
NOMINAL(ASD)GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B(PSF)'�a's
ULTIMATE DESIGN WIND SPEED(V j DETERMINED IN ACCORDANCE WITH SECTION 1609.3(MPH-3 SECOND GUST)
Wldtlt Height 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 160 UPH 160 MPH 170 MPH 180 MPH 190 NPH 200 MPH
Roof Angle 0-10 degrees
B 8 8.7-9.8 105-11.9 125-14.2 I4.7-16.6 17.1-19.3 19.6-22.2 22.3-25.2 25.1-285 28.2-31.9 31.4-355 34.8-39.4
10 10 8.4-9.4 102-11.4 12.1-13.6 14.2-16.0 16.5-18.5 IBS-2I2 21.5-24.2 74.3-27.3 27.3-30.6 30.4-34.1 33.7-37.8
14 14 8.0-8.9 9.7-10.8 115-12.8 13.5-15.0 15.7-17.4 18.0-20.0 20.5-22.8 23.1-23.7 25.9-28.8 28.9-32.1 32.0-35.6
Roof Angle >10 degrees
9 7 9.6-10.9 11.4-12.9 13.7-155 16.1-18.2 18.5-20.9 213- .1 24.3-275 .6-31.2 30.6-34.6 34.2-38.6 38.0-43.0
I6 7 9.2-10.3 10.9-12.2 13.1-14.6 155-17.2 17.7-19.7 20.4-22.7 23.3-26.0 26.4-29.4 29.3-32.6 32.7-365 36.4-40.6
78 MPH 85 MPH 93 MPH 101 MPH 108 MPH 1 I6 MPH 124 MPH 132 MPIi 139 MPH 147 MPH 10)&H
For SI:1 foot=304.8 mm,1 mile per hour=1.609 km/h,l psf=47.88 N/m'
Nominal Design Wind Speed(Vasd)converted from Ultimate Design Wind Speed per Section 16093.1
1.For effective areas or wind speeds between those given above the load may be interpolated,otherwise use the load associated with the lower effective area.
2.Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2) 'r
3.Plus and minus signs signify pressures acting toward and away from the building surfaces.
4.Negative pressures assume door has 2 feet of width in building's end zone.
5.Table values include the 0.6 load reduction factor. -1 t
TABLE 1609:7(2)ADJUSTMENT FACTOR FOR BUILDING R612.4.1 Garage door labeling. Garage doors shall be
HEIGHT AND EXPOSURE,(A) ermanent label EXPOSURE labeled with a P provided by the gavage
MEAN ROOF HEIGHT(Feet) 0 Ddoor manufacturer. The label shall identify the garage
door manufacturer,the garage door model/series number,
l5 1.00 1.21 1.47 the positive and negative design pressure rating,indicate
20 1.00 1.29 ::$5 impact.rated if applicable, the installation instruction
25 1.00 1.35 + 1.61 drawing reference number, the Florida Product Approval
or Miami-Dade Product Approval number if applicable,
30 1.00 1.40 1.66 and the applicable test standards.The required garage door
35 .1.05 1.45 1.70 components for an approved garage door assembly may be
40 1,09 1.49 ,°1.74 indicated using a checklist form on the label.N a checklist
format is used on the label,the door installer or the garage
45 1.12 1.53 . , 1.78 door manufacturer shall mark the selected components on
50 1.16 1.56 1.81 the checklist that are required to assemble an approved
55 1.19 1.59 1.84 garage door system.The installation instructions shall be
60 1.22 1.62 1.87 provided and available on the job site.
FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014)