HomeMy WebLinkAboutProduct Approval f
MIAMI•DADE MIAMI-DADS 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.miamidadLgov/economy
DAB Door Company,Inc.
12195 NW 981h Avenue l
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. RBR 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 112,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0317.02
MIAMI-DADE COUNTY Expiration Date: August 9,2016
. •• , Approval Date:June 11,2015
zo1S Page 1
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 "Submitter)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 24113.2.1,TAS 202-94
i
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. Pont,P.E.
"Submitted under NOA# 01-05.16.03"
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�Z�ZS
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
f
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 NOA#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
01/1112017.
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#OS-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"edition(2014)FBC and of no f nancial interest
issued by Al-Farooq'Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
06 02 Zpts
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
7-1/2"K 3'X ,071"CALV. STEEL TOP FIXTURE 5-1/2"X X 0.1" "
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-I/16-1 B MS W/NUT oI
W/(6) 014 X 5/8'SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER Oj
WITHOUT DELRON SLEEVE (STD.) '�0 (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
WITH DELRON SLEEVE(OPTIONAL) .I� ``` CTER STILE Y w
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FASTENED W/ (4)N14 X 1/2" S.M.S. M
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CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS -- I _ — I� Q J
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DOOR HEIGHT CONSISTS OF ° 1 >_ ...__ _. —_. I Q (/1 mc)
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V-6' 2 SECTIONS 18-12 SECTIONS 21' .158 DIA.GALV.AIRCRAFT TYPE i \,`\ i'' ° ```\ e� L A O O 3 h
6'-9' 1 SECTION 18' 3 SECTIONS 21' CABLE -PRESS SLEEVE-/- \ \ OPTIONAL VEM I O Z
W/MIN. 5 10 1 SAFETY FACTOR I r 1 (J)5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE ``I p L] N
7' 4 SECTIONS 21'- i I p I OPENING AREA NOT TO E%GEED WOOD GRAIN DESIGN I w al
7'-J' - - I II 120 SO. IN. [COLONIAL DESIGN 03
5 SECTIONS 18'- 6"X 3"X 0.1" ` I \ 0 N= O
7'-9' 4 BECKONS IB'1 SECTION 21' F
8' 3 SECTIONS 18'2 SECTIONS 21" WITH (2) #14 XT5/8PSMS ``�) ° r \` ° _.__ MAX. DOOR WIDTH
B'-3' 2 SECTIONS 18'J SECTIONS 21'
9'-4' �—
8'-6' 1 SECTION 18' 4 SECTIONS 21'
W-9' 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS ie'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
_5 SECTIONS IB'1 SECTION 21' DOOR OPTION
9'-6' 4 SECTIONS IB'2 SECTIONS 21' •' o z'"
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9'-9'_J SECTIONS 18'J SECTIONS 21' 7 / o w w
10' 2 BECKONS 10'4 SECTIONS 21" STEEL PLATE '
10'-3' 1 SECTION 18' S 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 v
10'-9' 5 SECTIONS 18'1 SECTION 21' OUTSIDE #14 X-3/4"SELF DRILLING SCREWS MAY BE USED o
HANDLE END STILE IN LIEU OF 14 %5 8`SMS With Window Lite Option d w o
11' S BECKONS 18'2 SECTIONS 21' /
11'-3' 4 SECTIONS 18'.3 SECTIONS 21' - -
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'S SECTIONS 21' LOCK BAR GUIDES -- - - O.0 PSF a
12' 1 SECTIONS 18'6 SECTIONS 21' a moo
112' 1 SECTIONS I - INSTALLED ON END STILE
WITH (4) #14 x 5/8"SMS GENERAL NOTES $ 8
12'-6' 6 SECTIONS 18'2 SECTIONS 21' 0 4 0 -
12'-9' 5 SECTIONS 18"3 SECTIONS 21' 4 .1 BY X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
13' 4 SECTIONS 18"4 SECTIONS 21' ENGAGES IN TRACK - REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION (2014)
13'-3' 3 SECTIONS 18'5-SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
13'-6' 2 SECTIONS 18"6 SECTIONS 21" 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr:JAVAD AHMAD
13'-s•--1 SECTION 18" 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONALI CIVIL
13,
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL 4f�/y wI1D�}�prt� r
14' 8 SECTIONS 21".- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA PE 70592 Cay o i;
14'-3' 6 SECTIONS I8'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT C.A.N. JB n
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. A4oeyn111ee
14'-6' 5 SECTIONS 18'4 SECTIONS 21" LOCKS SHOWN ABOVE G
14'-9' 4 SECTIONS 18"5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN a v u
15' 3 SECTIONS 18'6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. b r —�
2 SECTIONS IB'7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 40YO15
Mau drawing no.
1 SECTION 18'_8 SECTIONS 21" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OFFLORIDA
9 SECTIONS 21"Z. BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
16' 6 SECTIONS IB"4 SECTIONS 21" ASTM E1886-05/ASTM E1998-09. sheet T Of rj
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1-7/8"MIN. EDGE DISTANCE � Lj� v
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6 PER HINGE B),3/8'OIA HLC SLEEVE BY'HILTI' Z Z ,a
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To 1 C-90 GROUT FILLED BLOCK I'm 2000 P51 MIN. Q N a
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SECTION B-B END ROLLER HINGE O
INSTALLED ON ROLLER SHAFT
Engr:JAVAD AH
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INTERIOR SIDE 1.82'DIA. X .50"STEEL ROLLERS STD. CIVIL
STEEL TRACK (STD.) FIA.PE p�1 70592 I is
14 G0.X 2-1/8'X 1'(STANDARD) 1.82"DIA.X .50"NYLON ROLLERS (OPTIONAL) cw.N,35 8 Amgft We 3� •07
12 C0.%3-5/16"% 1-1/2"(OPTIONAL) 2.75" DIA X .50"STEEL ROLLERS (OPTIONAL) Dee Tj
FASTENED TO TRACK PLATES 2.75" Oln. % .50"NYLON ROLLERS (OPTIONAL) 51 b
W/ 1/4-20 X 5/8'TRUSS HD. WITH 5"STEM o1.
SLOTTED M.S.&LOCK NUT drawing no.
M 0 2015 01 -09
N- 7-2 2 of 5
POP RIVETS2 X 2 X 1/8"HORIZ.ANGLE f' Q
2" - ` 5/16"X 1-5/8" LAG SCREWS INTO WOOD OR LIORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK V
2-3/4'X 5-1/2'X 3"X.104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REQO, ON DOORS WITH TWO WELDS AT 1-1/2"APART
CALV.STEEL WITH 1-1/4"EMBED INTO MASONRY E%�EEDING B FT. IN HEIGHT FIRST AT 3"O.C. 4Y of
- - TOP ROLLER BRACKET ON EACH SLOE ��..�
FASTENED W/(6) # 14 X 5/8"S.M.S. - _ 3 PER BRACKET II A+, REST AT 9"O.
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CONNECTED TO FLAG BRACKET ANGLE Z
090 THK.CALV.STEEL ADJUSTABLE W/3/8-16 X 3/4'BOLT&NUT Q
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH 11--
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
M, SCREWS&NUTS. FASTENED TO TRACH
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(STANDARD) IL �[
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(OPTIONAL) _ VERTICAL TRACK� Ta.
= LOW HEADROOM ODOR 14 GA. CALV.STEEL TRACK 2-I/8'% 1"X.080" a G W m
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w HORIZONTAL REINFORCEMENT G> g
C)W 1/2'X 1-3/4'X.059"FORMED STEEL 2"X 5-1/2"X.104' C a<O_ ~
GLUED TO PANEL AND FASTENED TO CALV.STEEL
io VERTICAL STILES WITH FASTENED W/(4) 14 X 5/8"S.M.S. R J N
a (2)3/16'POP RIVETS TO{' ROLLER BRACKET FOR m 3 a
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HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS f7 mg d
1/2'X 1-3/4"X .059"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH5TH BI B2 83 84 BS Be B7 BB Q ~
GLUEO TO PANEL AND FASTENED TO
VERTICAL STILES WITH 6'-0" 18" 1B" 18" 18"N/A 1"TO 2"11-3/4' 23" 34" 45" 56"
(2)3/16'POP RIVETS 6'-6" 21" 18" 18'21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
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18"118"118" 18" 18"1"TO 2"11-3/4' 23" 34" 45" 56"
1.82"DIA. X.50"ROLLERS / /
—1..._ 8'-0" 21°1B' 18 18" 21"1"TO 2"11-3 4" 23" 34 45 56"
.44 DIA.X 4-1/4"STEM w_o •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O O
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= FOR DOORS MORE THAN 8 FT, HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. OLd n
OPTIONAL INSULATIONS: ?m0 1 Q
BV'DYPI AST PRODUCTS LEG' zw O Q
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OPTION 'A' OPTION 'B'
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WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) I o n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W n
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN I Q�
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. _ _ ANCHOR SPACING a V <
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE - _ ANCHORS STRUCTURE FAIRED SPACING EDGE 01ST__. 6 z �rn
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ _ - Z
3 8 HLC SLEEVE BY HILT]'_ CONC. 1-1 4' 8" I-5 8 00 O I
3 8'HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4' 8'
3,N
8"DYNABOIT BY'ITW' CONC. 1-1 2" _ 8" 2" O O 3
STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT BY'ITW' FILLED BLOCK 1-1 2" 8"_ 2-1 4"
5/16'X 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3/8 POWER-BOLT BY'POWERS CONC. 2' 8" 1-7/8-- L 00 Z o
LAG SCREWS 3/B"SLEEVE-ALL BY SIMPSONS'I CONC_ 1-1/2" 8' 1-7 8- (/1 rn n
AT 12'O.C. BY DOOR SYSTEM
CONCRETE Pc - 3000 PSI MIN. Q N¢ J
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. 0 _
5/16"DIA BOLTS
WOOD BUCK CONNECTION TO MASONRY > WITH WASHER Nur
AT 12"O.C. MAA X.
1 �--�{
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO EDGE DIST.I' ' I S
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4'ULTRACON BY'ELCO'WITH SPACING OF I z
16'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED L• M o^$
16'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED r
1-1/4*X 2-1/2'X 14 GA 6
2-1/2"MIN. EDGE DISTANCE 1-1/2" `- CONT.STEEL ANGLE 1-1/2' a
1/4"TAPPER BY'POWERS'WITH SPACING OF
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. E
16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED I/16'%2_1/2 FIAT BRACKETS t3"LONG GZV STEEL TRACK
3"MIN.EDGE DISTANCE FILLET WELDS AT 17."O.C. IN DOOR OPNG. FASTENED TO TRACK PLATES m
3/8 CONFLEX 6r'ELCO'OR AT 12"O.C.MAX Ai 18"O.C.ABOVE DOOR OPNG. W/(2 1/4-20X5/8^TRUSS NO.
/ CONNECTED TO CONT.ANGLE SLOTTED M.S.k LOCK NUT
3/8"LOT BY'TrW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIOE ='
24"O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED o
2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK OFTTIN I AN TRACK •y c "'
TO CONCRETE AND FILLED BLOCK �$
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TIS WOOD BUCK TO STEEL
B"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE 01ST.
1B"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2"MIN.EDGE DISTANCE -
ALTERNATE TRACK INSTALLATION
En9r.JAVAD AHMAD y
PREPARATION OF JAMBS BY OTHERS CIVIL PNOLWf ZBVMD i
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE 70592 �cmrlfir�rllY ltrl WWW o I
C.A.N. 538 B
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED �I��di u '
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF ROM _
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY --
BUILDING OFFICIAL UPON INSPECTION. By drawing no.
MAXIMUM EXTERIOR(+)10A0 PER JAMB = (9.33'K 50 PSE)/2 233.3 lbs per Ft. M 'D15 11ro4F�t X0109]
MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. 5heel ¢ ofrj
.s0o 2so PLASTIC COMPLIES WITH Em-�ul
DOOR PANEL CHAPTER 26 OF FBC
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE o
o y
1.765 1.725 1 a
6
7/16"DIA.WASHER Q m
1.144 a
a
0b ti
(� I 08 X 3/4"SMS 21 3/4" V
O 1 11 0 3/8"FROM ENDS MAX.
i l l l 1 11 AND 7"O.C.MAK WDW.WIDTH 0 0.a c ~
_ * EXTERIOR FRAME * INTERIOR FRAME v�DDo I
III w z18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION W 3 2
(4)#8%3/4"SMS a x o o i
11 I ® 1-3/8"FROM ENDS \ io I N O
AND 6-1/2"O.C.MAX. 'o , o O.L.O.
I I I I I < 3 0 QWe1F �I
I LE
!III 175 X.062 DEEP EE
IIII GROOVE J .r�^'+r --l- - -]
�1I1 1 �
I I I ti y 171
'III ED ;- � O O 1/4"POLYCARBONATE LEVAN O Iii
11 BY�'SABIC INNOVATNE PLASTICS' w
NOA B 13-0717.01 I A i O Q IJi
O i. I i. .. J( co co, m
0 o W 0 O .0 ,
Ul
3 I Z O!
0
w O z¢
OJ J
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IIII
1111 /,
IIII .f.
I1 I I .175%.062 DEEP ED
i 1 l l GROOVE
tI b w u f0
Elm!
% (4)NO x 3/4"SMS INSIDE ELEVATION -
® 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2"O.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION a
C
BO I x 3/4' DS -
I III ) I 49 3/8/8'FROM ENDS 175%.082 DEEP
i AND 4-1/2"O.C. MAX. GROOVE a v
0 0-
_
NO X 3/4"SMS I 0
0 3/8"FROM ENDS _ - - -
0
AND 7"O.C.MAX, r- -----------
En9r.JAVAO AHMAO ) o
_ _ _ _ _ q 3
7/16"DIA _ CIVL PR0MMREVL9FD WASHER - - - - - - - - �sa.nply[gWlthftFkv
\ CAN.55J8 ppllAluR CID& n
---- waaptase w S- gob B �
DOOR PANEL EXTERIOR
24 CA. (.024) STEEI.MIN.
DOOR PANEL 15/16"MIN. D.L.OPG, M y P,�,d„� „1 drawing nO.
24 GA. (.024)STEEL MIN. GLAZING BITE
01-09
WINDOW WIDTH
sheet g of 5
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 [PSF]
❑160 EXPOSURE B 9'x 7'Door =+26.7 -30.2
❑160 EXPOSURE B 16'x 7'Door =+25.6 -28.5
❑160:EXPdSURE C;W.x T _ooD r�f�32:4= 6.6 story and max 15'
[:]l 60 EXPOSURE C 16'X 7 Door =+31.0`-34.5. mean roof height)
❑160 EXPOSURE C 9'x 7'Door =.+37.4 -42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7' 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 -412 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)
Ell 50 EXPOSURE B 9'x 7' Door =+22.8 -25.8
Ell 50 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'
17115.0 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)
0150 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'
Ell 50 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)
Miami Dade N.O.A or Florida Product Approval# 0-3.