HomeMy WebLinkAboutProduct Approval RECEP.-D FEB 10 2,316
M IAM I•DADE M L COP 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.mlamidade.gov/economy
DAB Door Company,Inc.
12195 NW 98th 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 AHS(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 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 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
QMIAM•C)ADEeouNTY Expiration Date: August 9,2016
Approval Date:June 11,2015
4 Ih
lZdts 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 2411 3.2.1,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 # 01-0516.03"
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.
oGlo2�ZeIS
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 AI-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and scaled 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 Are 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 financial interest
issued by Al-Farooq'Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
o� a2 zorS
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"X 3'X.071"GALV. STEEL TOP FIXTURE 5-1/2'X 2-3/4"X 0.1" U
END ROLLER HINGE __ STEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(6) Q14 X 5/8'SMS Il� FASTENED TO END STILE WITH
WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4"SELF DRILLING SCREWS OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
WITH DIELRON SLEEVE(OPTIONAL) ' \\\� CENTER STILE Z n w
O O 1 CENTER STILE Q
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00 ' GO G
11
OIL
111\ O GALV.STEEL CENTER W a X 5/8"
SMS I `���`` I ISI 1 ' m ~ W O g
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2/DOOR m o 0 0 o Q w.�f
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LOCK •- I� o- S
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11 STANDARD LOCK \ r _ - -— _ - T �— I R1
�\ SPRING LOADED SLIDE BOLT(BOTH SIDES) ----T � - — O
FASTENED W/ (4)Q 14 X 1/2"S.M.S. I O O
-- 5/8"MIN. LOCK ENGAGEMENT �' IyY�4 / �1 O ujM
CONFORMS TO SECTION 1008 REGARDING CARAGIf DOORS -— —- I -__ I CW7 <J
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ODOR HEIGHT CONSISTS OF O 1 -m ----- ------ I Q TA mo 1
6'-6' 2 SECTIONS IB'2 SECTIONS 21• .158 DIA.GALV.AIRCRAFT TYPE i \\� i, p ` 'r L A O Of? N
6--9' f SECTION 1B' J SECTIONS 21' CABLE& Z Of
NICO-PRESS SLEEVE-l- 111 \\111 OPTIONAL VENT I O Z
W/MIN. 5 TO 1 SAFETY FACTOR f f 1 (3)5'WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE L) n
7' 4 SECTIONS 21'- !
7'-3' OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN I w
COLONIAL DESIGN
I A 1 120 S0. IN. m 0f
7'-6" S SECTIONS 18'- 6'X 3'X 0.1' 1 11 I Q N
7'-9' 4 SECTIONS 18'1 SECTION 21' I
STEEL PLATE MAX. DOOR WIDTH
B' J SECTIONS 18'2 SECTIONS 21" WITH (2) N14 X 5/6"SMS \ O \ O ---- -
e'-J" 2 SECTIONS 18'J SECTIONS 21- -f �;�
8'-6• 1 SECTION 18' 4 SECTIONS 21• -_--
B'-9' 5 SECRONS 2T'- BRACKET BRACKET INSIDE ELEVATION
s' 6 SECTIONS 180- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
5 SECTIONS OPTION
IB'1 SECTION 21' �
9'-6' 4 SECTIONS 10"2 SECTIONS 21• c$
9'-9' 3 SECTIONS 18'3 SECTIONS 21" 7-7/B"% 3-1/8"X .010°
IV 2 SECTIONS 18'4 SECTIONS 21' STEEL PLATE DAB DOORS INC. 0 R u W W
IO'-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4'SOS Hurricane Master®Model 87.4811 _ 33 33
10'-6" 6 SECTIONS 21'- ----- u u
10'-9" 6 SECTIONS 18'1 SECTION 21' OUTSIDE a14 X 3/4"SELF ORILUNG SCREWS MAY BE USED Max. Sind w LiteX tion High m a
11' 5 SECTIONS 18'2 SECTIONS 21' HANDLE END STILE IN LIEU OF(�14 X 5/8"SMS With Window LilOption v w n
I1'-3• 4 SECTIONS 18'3 SECTIONS 21' ul z z
n'-60 3 SECTIONS 181 4 SECTIONS 21 DESIGN IFESSURE RATING = 50L0 PS
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
n 2 SECTIONS 18'6 SECTIONS 211 __ - 60.0 PSF
122'' 1 SECTIONS 18'6 SECTIONS 21' LOCK BAR GUIDES o o m
INSTALLED ON END STILE
12'-3" 7 SECTIONS 2I'- WITH (4) 814 X 5/8'SMS GENERAL NOTES .d o
12'-6' 6 SECTIONS 18'2 SECTIONS 21'
12'-9' S SECTIONS 18",3 SECTIONS 21' 4 .18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE t �
13' 4 SECTIONS 18"4 SECTIONS 21' ENGAGES IN]RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)F)FTH EDITION(2014)
13'-J• 3 5ECTION5 18'5 SECTIONS 21• ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). .o
13'-6' 2 SECTIONS 18"6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Ergr.JAVAO AHMAO
1S-s• 1 SECTION 18• 7 SECTIONS 211 OUTSIDE KEYED LOCK (OPTIONAII CML ��� � 1
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL �4fo>�i/iry Mil�t94}1fai1M n
PE
14' B SECTIONS 21-1- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA. 70592 b
C.A.N. JB WAMOS Co
14'-3' 6 SECfI0N5 1B'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. A4v—t'y)s-n3tT
14'-6' 5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE FgvZLw 6
14'-914 SECTIONS 18'5 SECTIONS 21" 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o m v u
15' 3 SECTIONS 18'6 SECTIONS 2ITHESE DETAILS ARE NOT PART OF THIS APPROVAL. Byr -�
15'-J' 2 SECTIONS IB'_7 SECTIONS 2I' S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A O 015 lLfloL Browing no.
15'-6' _1 SECTION 18• 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09
15'-9' 9 SECTIONS 21'- BUILOING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
ECTIONS 21"
16' 6 SECTIONS 18'4 SASTM E1886-05/ASTM E1996_09. sheet of 5
m
24 GA. STEEL PANEL
3/16"ALUM RIVETS _
0 m w
FLAPS BENT OVER PANEL Q 1 N Iu
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER /
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16°X 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) POSITIONED AT EYE LEVEL END STILE I o co
ONE PER BRACKET
ANCHORS AT TRACK BRACKET: 0 0
O M
OPTIONAL STOP MOULDING r7
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) "M DLA POWERTBOLT C 'POWERS' W Q
TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE
1-7/8" MIN. EDGE DISTANCE U 2 a
61PER HINGE SMS 3/4"X 2'X 2-1/2'X 18 GA.STEEL 8)3/8"OA-H SLEEVE 13Y'HILTI' Z~Z i°n
END STILE.CONNECT TO PANELS WITH rn W
1/2"X 1-3/4"X .059'FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK a V)m I
SOUTHERN PINE I GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/e"MIN. EDGE DISTANCE INTO CONCRETE Z K
0.55 S.C. EDC DIST'•- END STILE WITH 3/16"POP RIVETS 0 12'O.C. 4'MIN. EDGE DISTANCE INTO FILLED BLOCK O O .o
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A a CONCRETE Fc = 3000 PSI MIN. w N 2
1-7/8°X 2-5/8"X .045°STEEL EDGE (n m OI�
CENTER STILE.GLUED AND RIVETED C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
TO PANEL W/(4) 3/16'RNETS DISTANCE�I O N=
POP RIVETS -q —�
>Y 14 X 5/8"S.M.S. 1,3/16),+-
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ANCHOR TYPE A OR 8 g w
1.9"X 2.19"X 3.3" % 102" (1) PER BRACKET zS j 3Z3"i ww333
STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING u u 5 V u u
SEE SHEET 3 FOR SPACING
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1/4-20 SS BOLT k NUTc m -
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7-1/2"X .071"CALV. STEEL_ Rim� o
CENTER HINGE 7-1/2"X 3'X .071" v o x _
7/16"PUSHNUT
SECTION B—B END ROLLER HINGE r �
INSTALLED ON ROLLER SHAFT
Engr:JAVAD AHNAD YttOWCf{ZHVISFD o o
STEEL TRACK INTERIOR SIDE 1.82"DIA. % .50" STEEL ROLLERS (STD.) FLA.PEIwggL 70592C'O�
14 CA.X 2-1/8"X 1"(STANDARD) 1.82"DIA. X .50"NYLON ROLLERS (OPTIONAL) C.A.N.35 8 Aooe�dntl6 S 3l .07 -
12 GA.X 3-5/16"X 1-1/2°(OPTIONAL) 2.75" DIA. X .50"STEEL ROLLERS (OPTIONAL) Dwe Q V
FASTENED TO TRACK PLATES 2.75" DIA. X .50"NYLON ROLLERS(OPTIONAL) Y v m v
SL TED M.S.K 5/8'TRUSS IID.
WITH 5"STEM
SLOTTED M. &LOCK NUT drawing n0.
M4AR 2015 01 -09
L eet 2 of 5�
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE r' m
2' _ ` 5/16"X 1-5/8' LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK V p
2-3/4'X 5-1/2"X 3"X.104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITH TWO WELDS, 1-1/2"APART A�4 o
GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT LY
TOP ROLLER BRACKET ON EACH SIDE F FIRST AT 3'O.C. I
3 PER BRACKET 11 q REST AT 9'O.C.
FASTENED W/(6) d 14%5/B"S.M.S. _ _ II 1 0
y - CONNECTED TO FLAG BRACKET ANGLE Z
.090 THK.GALV.\ NUT
SLIDE FASTENED TO STEEL
BRACKETADJUSTABLE 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AND TOSPRINGHAFT GUI'LTDE WITH
W/5/16-18 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2" X 14 GA.ANGLE A -� (2) 1/4-20 X 5/8"BOLT& NUT
M. SCREWS& NUTS. FASTENED TO TRACK - - 0. 6
TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS - -- rHORIZ. ACK LENGTH OPENING HEIGHT PLUS 12"
(STANDARD) CL
TOP BRACKET FOF..
(OPTIONAL) - VERTICAL TRACK j n
i LOW HEADROOM DOOR 14 GA.CATV,STEEL TRACK 2-1/8'X 1"X.080" ❑ M
H _
OR120NTAL REINFORCEMENT SECTION A-A
O'OIL'tagl
H
mo W �f 1/2'X 1-3/4'X .059"FORMED STEEL \2-X 5-1/2"X.104' Q 3 Q K
V�
GLUED TO PANEL AND FASTENED TO GAIN.STEEL -— j m0
to VERTICAL STILES WITH
FASTENED W/ 4) 14 X 5/8'S.M.S.
_ (2)3/16'POP RVETST0� ROLLER BRACKET FOR U.
W 3°•
LOW HEADROOM DOOR OPTION U.
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HORIZONTAL REINFORCEMENT DOOR
• SECTION HEIGHTS BRACKET PLACEMENTS .J
J
1/2"X 1--3/4"X .059'FORMED STEEL HEIGHT 1ST 2ND 3R0 14TH 5TH 81 82 83 84 1 B5 B6 B7 I �7
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 6'-0" 18"118' 18' IB"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
(2)3/1G"POP RIVETS 6'-6" 21 18° 18-E 21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" ----------. -- - - --
5/16'MEETING RIB 7'-0" 21"21" 21"2N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67'
1" -
7'-6" 18" 18" 18" IB" 18"1"70 2"11-3/4" 23" 34 45" 56 67" 78-1/4"
_ 1.82"DIA 1" 18
%.50"ROLLERS _j. _. 8'-0" 2 ' 18" IB" 2I"1"70 2"11-3/4" 23" 34 45"' S6" 67" 78-1/4" Of a0
W/.44 DN.X 4-1/4" STEM w_v —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. o w'�
OPTIONAL INSULATIONS: to I uj Q
BY'DYPIlST PRODUCTS LLC' w S Q
EPS-E%PANOEO POLYSTYRENE a-o m U= a
DENSITY= 1.05 PCF o 1.9"X 2.19'X 3.3"X .090" / ¢ Z F-vi
STEEL TRACK BRACKETS C9 _
... N.O.A. ft I-0926.07 m - - 1� 2-3/16'HIGH % I< m o I
N w SO-25 POLY-ISOCYANURATE m llll CONNECTED TO TRACK WITH Z C
o= DENSITY- 2.0 PCF m I ) 1/4"BOLTS&NUTS. O O caa vi
0 ra - --NO.ROA. #11-0926.06 CJ 0
W OZQ= o
^a BY'CELLOFOAM NORTH AMERICA' % N N W
ITENSITY= 1.03 PCF m I Q N a w
" N.O.A.#10-1129.04
OR
BY_'1h511LOAMSLIL
...........
DENSITY=0.92 PCF m j
N.O.A. #14-0311.08
\14 GA.GALV.STEEL G �u
ROLLER HINGES FASTENED
m T
W/(4) X14 %5/8'SMS m a Sze
Q w q w
MIN. .024"ROLL FORMED STEEL PANEL 3
DRAWING QUALITY 0-40 3 a E
-- MI
WIN.YIELD STRENGTH=34 KSI
TH PRIMER AND BAKED-ON TRACK CONFIGURATION v z 3
POLYSTER PAINTED TOP COAT
APPLIED TO BOH SIDES OF STEEL
o g
m VERTICAL LIFT HIGH ItE STANDARD LIFT LOW HEADROOM o i
o '
DOUBLE TRACK
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED
W/(4) f/14 %5/8'SMS Engr:JAVAO 4HMAD o
CML YROTN1Ci'R6Yt 1 z
FN.PEA 12W 70592 rl�ylq�l�m0f1""Mks C3.40
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CAN.3 38
O, BOTTOM SAL OPTIONS
SEE SHEET 4 �`�•-'f� �----�
Bj drawing no.
RcdM 01-09
SECTION A-A lshee
34" REINFORCEMENT f 1 m
IN. 1/2"X 1-3/4"X.058"
DGE FORMED STEEL m o
_ DIST. NB X I" _ _ _ �Y 1
1.
w SELF DRILLING SCREWS �f
Z 1-1/2"MIN. '•4 OR ._V _ _— N8% 1' W o
II cs, SELF DRILLING SCREWS Z w
a 3/16"'RNEX'STEEL RIVETS OR c7
1
'EDGE DIST, o I m
MULTIGRIP W DOME HEAD / N
/ 3 16''RIVE%' STEEL RIVETS
A7 48"O.C. - MULTIGRIP W/DOME HEAD }•2 n acs
c13 nAT 4B'O.C.REINFORCEMENT1/2"X 1-3/4"X0FORMED STEEL Al� IL
281 1/4"DIA. LAG SCREWS T.BY 1/4"DIA.LAG SCREWS D u
WOOD BU K I �-AT 6'FROM ENDS WOOD BU I SAT 6'FROM ENDS - y
AND 19'O.C.MAX, i AND 19"O.C. MAX. 0 a
W'STRIP ADAPTER O w m 0
1 ALUMINUM W'TRIP ADAPTERSTSD a<a
0���
RUBBER W'STRIPPING RUBBER W'STRIPPING ix m o N
QW3lr 1' 6�
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.22U4 50 74 .700 040 Jag J LZ-7 In Q
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BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
ce w
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 M
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN CWJ Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. -FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ,_.,_ ANCHOR SPACING U =
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS _ STRUCTURE EMBED SPACING EDGE DIST_ (aj Z ~G
3 8 HLC SLEEVE BY HIL71'_ CONE. 1-1 4' 8" 1-5 8 00 wo
3/8' HLC SLEEVE BY'HILTI' FILLED BLOCK I-1 4' 8" ¢ Of
3 B"DYNABOLT BY'RW' CONE. 1-1 2" 8= 2' O O Lal ,r'0i
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. 8"- 1-7
2-
LAG SCREWS BY DOOR SYSTEM J/e"SLEEVE-ALL BY'SIMPSON5'I CONC_ _1_-1/2" _ 8" 1-7 8'' V1 W n
AT 12"7 DO J
CONCRETE 1'c = 3000 PSI MIN. Q N Q
5/16"DIA BOLTS C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
• - WITH WASHER k NUT --1
WOOD BUCK CONNECTION TO MASONRY AT 12"D.C. MAX.
\"�- Ir EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I' 9
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1 + 'z
I
1/4"ULTRACON BY'FLED'WITH SPACING OF
16"O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4"MIN. EMBED 1"
16"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED I _ I o u g
2-1/2"MIN. EDGE DISTANCE 1-14"%2-1/2'% 14 CA
T.I / I
" 1-1/2" CON STEEL ANGLE 17-1 2�I
1/4"TAPPER BY'POWERS' WITH SPACING OF
14'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED 12 CA.GALV.STEEL -- u u i k
16"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4-MIN.EMBED FLAT BRACKETS t3"LONG 2-1/8"X I.
X 14 GA.
/ 1/16"X 2-I/2 GALV.STEEL TRACK u za
3"MINCE DISTANCE FILLET WELDS AT 12"O.C. IN DOOR OPNC. FASTENED TO TRACK PLATES
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 HD.
/ CONNECTED TO CONT.ANGLE SLOTTED M.S.h LOCK NUT
3/8'
LOT BY'RW'WITH SPACING OF
24"O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT FACI1 SIDE o ^ + o
2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK rn 0.2
TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK •� " o
3/8"HLC SLEEVE BY'ITILTI'WITH SPACING OF 0
8"O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST.
1B'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND r
2-1/2' INTO EDGE DISTANCE ALTERNATE TRACK INSTALLATION
Engr.JAVAD AHMAD 1
PREPARATION OF JAMBS BY OTHERS CML PR0DWC tBVISF.D i a
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE Y 70592 r.p�lr{y Nj{y llal FLpiQ� I x a
L.A.N. 5J8
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Odldq��.0_ 7 o a a
BY DOOR SYSTEM. Acorptanoe No 3(
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. ,drow,ng D0.
MAXIMUM EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2 = 233.3 Lbs per Ft. M Bf nro4015 ic4Caad 01-09J
MAXIMUM INTERIOR(-) LOAD PER JAMB (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. sheet 4 0O
.500 F--x-.250U Q
* PLASTIC COMPLIES WITH I �� O
DOOR PANEL CHAPTER 26 OF FBC o
24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE o
Z w
0
1.765 1.725 Q 0 a
7/16'DIA.WASHER 0
1.144 a
OG a
I
` /L #8 X 3/4"SMS 21 3/4" I p m
\ I, ,11 ; 0 6®3/8"FROM ENDS MAX. .176-
A }�- +'--•80D� Q Q opw
IIII ' I AND 7'O.C.MAX. WDW.WIDTH ° d
_ * EXTERIOR FRAME * INTERIOR FRAME 0 N o 0
I I F 18 I/e" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q Lou:3- I�I
I �(4)R8 X 3/4SMS x o
1-3/8"FROM ENDS ro MAX. LL Zw uNi o
g
111 I AND 6-1/2'O.C. MAX. 30 o O.L.O.
:III 1 I Y y o Q W
'III Li D
IIII .175 X.062 DEEP
IIII GROOVE -- ' ..............
A
x 00
IIII 1/4"POLYCARBONATE LEXAN ni,7
-BY'SABIC INNOVATIVE PLASTICS' r
I I NOA#13-0717.01 W
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11tI u .«, Z I.-U)
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o x I I i I. s IEl 7 - J --rte.. It`s---Y Co w
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'III .175 X.062 DEEP ED
;III GROOVE ' s to
T1 III 16 1.-,
� � w w w ,
(4)N8 X 3/4"SMS INSIDE ELEVATION - I w
® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
III AND 6-1/2'O.C. MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
I I #8 X 3/4"SMS
III I I ®3/8'O II I I 2FROM ENDS .175 X.062 DEEP
4-1/ O.0MAX.AND GROOVE
mon
o
o^
/•'.1 v o
98 X 3/4'SMS _ 0_
®3/8"FROM ENDS _
AND 7'O.C. MAX.
__ _ Eng,:JAVAD AHMAO I a
CIVIL PRODUCTREVLW.D i l
�\
7/16"DIA.WASHER - - - - - - - - - - - - - - - - ILA.PE#______ 70 92 e�AQiyI�M'ItO Illt ilaf{d� I a
CAN.5538 , oaIlaws Ctiob� Nus
DOOR PANEL EXTERIOR
24 GA. (.024)STEEL MIN. 11 B —o.
DOOR PANEL 15/16" MIN. D.L.OPG. M r Pmd."c..WbW drawing no.
24 GA. (.024)STEEL MIN. OWING BITE 01-09
WINDOW WIDTH
sheetsof 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(2) of the 5th Edition FBG Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
❑160 EXPOSURE-B 9'x 7' Door=+24.3 -27.5
❑160 EXPOSURE 1B 16'x 7' Door=+23.3 -26.0
160 EXPQSIIEtE C�9'xTQoot=+29.5 33� (1 story and max 15'
M66-EXPOSURE C 16'X 7' Door=+28.2 -39.5 mean roof height)
17160 EXPOSURE,C 9'x 7'Door=+34.1 -38.5 (2 story and max 30'
❑160 EXPOSURE C 16'X 7'Door=+32.7 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
17160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30'
Ml 60 EXPOSURE D 16'x 7'Door=+38.7 -43.2 mean roof height)
1-1150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7' Door=+20.4 -22.7
171150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15'
❑150 EXPOSURE C 16'x 7' Door=+24.7 --27.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30'
0150 EXPOSURE C 16'x 7' Door=+28.6 .-31.8 mean roof height)
❑150 EXPOSURE D 9'x 7' Door=+31.4 -35.5 (1 story and max 1.5'
Ell 50 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof.height)
17150 EXPOSURE D 9'x 7' Door=+35.4 -.40.1 (2 story and max 30'
❑150 EXPOSURE D 16'x 7'Door=+33.9 -37.7 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#
I