HomeMy WebLinkAboutProduct Approval RECEIVED JUN 1..91015
MIAMIDDADE MIAMI-DADE COUNTY
EM FILE () PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC ESOURCES(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 98"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 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 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.,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 label 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#14-0814.10 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.15-0304.01
MIAMI•DADEC0UNTY Expiration Date:July 21,2020
Approval Date:April 23,2015
0¢1 r`po
l s Page 1
DAB Door Comnany,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by AI-
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.HETI-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 07/15/2003,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 AI-Farooq Corporation, dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
a4 i6��,15
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date: April 23,2015
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-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam North America Inc,for their
Expanded Polystyrene Block Lisulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NDA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 155 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#14-0814.10"
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 by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4"X 16 GA. O PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" m
GALV. STEEL CENTER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
° W/ (4) X14 X 5/8"SMS / `�`1 -FASTENED TO END STILE WITH TO BE INSTALLED AT N
WITHOUT DELRON SLEEVE(STD.) 'D 1 (6) X14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE I
p rr 7-1/2"X 3"X .071"GALV.STEEL 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS Z
END ROLLER HINGE 00 1 CENTER STILES
W/(6) X14 X 5/8"SMS- i SEE SCH, 'A' ��\ r A Q
WITHOUT DELRON SLEEVE (STD.) J
WITH OELRON SLEEVE(OPTIONAL) 0 - - --- --
° 7-1/2'X 2-1/4"X .071 LOCK ���`--` IIIIIIIII}TII�IIIIIII ILII -- VIII IIIIJII��II(IIIIIIIIII -u-I IIIII���--�IIfIII VIII 4�
° GALV. STEEL CENTER HINGE 2/DOOR ISI IG_=_J - I ISI LL Zi
W/(4) X14 X 5/8"SMs
WITH DELRON SLEEVE(OPTJONALT
It1"WPSTANDI
X .15 TIK. LATCIi. _ --- _- `J - OjCENTER HINGE 1RD LOCK 1` ! I I��I I `7 m LOADED SLIDE BOLT(BOTH SID�Sl - ISI OyI aNED W/(4) X14 X 1/Z"S.M.S. 1 _n n I rs o i o a�
5/B'MIN. LOCK ENGAGEMENT [: ------- -_ `-- —- —- __ --- _ _ 1— .0 00 w _'^
CONFORMS TO SECTION 1008 REGARDING `\�� 'J --- V __ __ =0 0 I
GARAGE DOORS ---- - �( Zw
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CABLE&NICO-PRESS SLEEVE ' 1 ° `\ B __ %, _— _. �, I In "o ul -
W/MIN. 5 TO 1 SAFETY FACTOR -- __•—__ = 1._ I
11 ° 1i 1 i __ -'�J
2-3/4-W X 5-5/8"H X .090"THK.11 --
STEEL PLATE, 1-3/8"DEEP J
WITH (3) X14 X 3/4' .U
SELF DRILLING SCREWS � Lj'M[
`BRACKET' `BRACKET ------ IIf II�,IL�� III��IIIQIX3 L a LLSTD. LIEF DOOR LOW HEADROOM ,L` �_ I N
DOOR OPTION ----- — _ I , Z V)
TOTAL I OF —_ Z e
DOOR U'BARS AT .� --_ _._ co Ld
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HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X.010" OPTIONAL VENTS I K
6'-6' 2 SECTIONS 18-12 SECTIONS z1' STEEL PLATE L(3) 5"WIDE AT 7"O.C. MAX. _OPTIONAL FLUSH FACE g 0 3 u N
8'-9" I SECTION 1R' 3 SECTIONS 21' WITH (4) X14 X 3/4"SOS OPNG.AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L A � O Z x N
7' ♦SECTIONS 21'- ____-_ _ 16'-2" .-..—. 0 N o
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7'-6' 5 SECTIONS 18'- CENTER STILE DAD DOORS INC. rn Q
INSIDE ELEVATION a NJ
V-9' 4 SECTIONS 18"1 SECTION z1' Hurricone MosterW Madel 824/811 v •-x r
OUTSIDE RAISED PANEL EMBOSSED DOOR
8' 3 SECTIONS 18'2 SECTIONS 21' Max. Size 18'-2" X i6'-0" High
8'-J" 2 SECTIONS 18"3 SECTIONS 21' HANDLEr� l.rK
END STILE O
8'-6' 1 SECTION 18" 4 SECTIONS 21' Lite Option8'-9" 5 SECTIONS 21'- X14 X 3/4"SELF DRILLING SCREWS MAY BE USED
IN DEU OF X14 X 5/8"SMS
s' a sEcnorls 1e'- R GUIDES - --- DESIGN PRESSURE RATING = + 38.0 PSw
9'-3' 5 SECTIONS 18'1 SECTION 21" D ON END STILE - P_Sf9 6' 4 SECTIONS 16'2 SECTIONS 21' X14 X 5/8"SMs THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES e�X9'-9" 3 SECTIONS 18'3 SECTIONS 21' c o €r€10' 2 SECTIONS 18'4 SECTIONS 21' OCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °10'-3" 1 SECTION 18' 5 SECTIONS 21' R RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) r r3r 3W
10'-6' 6 SECTIONS 21'- 2S ON EACH SIDE OF DOORINCLUDING HIGH VELOCITY HURRICANE ZONE 01WIZ). u U u
TER STILES SCHEDULE'A' N
f0'-9' 6 SECTIONS 18'1 SECTION 21' OUTSIDE KEYED LOCK CEN2. ANCHORS SHALL DE AS LISTED. SPACED AS SHOWN ON DETAILS.
I1' 5 SECTIONS 18'2 SECTIONS 21' CENTER STILES CONITCURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL V
11'-3' 4 SECTIONS 18'3 SECTIONS 21' OPTIONAL DOOR WIDTHS /OF CENTER STILES DRESSING OR STUCCO. n
f 1'-8' ]SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN III III ®® III III W-0'To W-10" 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL v e
I V-9" 2 SECTIONS 18'5 SECTIONS 21' - ALTERNATE TO 1�-I .IOW 10'-0'TO 11'-10" _ _2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN ° m ,-,,m
12' 1 SECTIONS 18'6 SECTIONS 21" - SPRING LOADED SLIDE BOLT -�- 12'-0'TO 13'-10" 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. o d S
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE 8'-0"TO 9'-10' 14'-O'TO 15'-la'__ 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .0 o
12'-6' 6 SECTIONS 18'2 SECTIONS 21' I 15'-11'TO 16'-2' -5 c u - "
DOOR WIDTHS
.12'-9' S SECTIONS 18'J SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA O
13' 4 SECTIONS 18.4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
13'-3" 3 SECTIONS 18'S SECTIONS 21' ® �I I��jI ® � ® ASTM EI R86En r:JAVA E1996-09.
l3'-B' 2 SECTIONS 18'6 SECTIONS 21" •'~-�-I �--I 9r:JAVAD AHMAO a II
I}'-9" 1 SECTION 18" 7 SECTIONS 21" � CML pRIDDIU;Tpg� j
14' 8 SECTIONS 21'- FIA.PE A38
14'-J" 8 SECTIONS 18'}SECTIONS 21' 10'-0"TO 11-10" I 14'-0"TO 15'-10" _I C.A.N. 8 EtdC7o� a
I4'-6' S SECTIONS 18'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS Amp�o Nod .O� u o
14'-B" 4 SECTIONS 18.5 SECTIONS 21' ® ® I�® ® ® ® M6•„� a % 8
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15' 3 SECTIONS 18'6 SECTIONS 21' By drawing no.
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15'-3. 2 SECTIONS 18'7 SECTIONS 21' 2015
15'-6' 1 SECTION IB' B SECTIONS 21' �I TI t �1�' 02-21
I5'-9. 9 SECTIONS 21'- I 12'-0”TO 13'-10"-_� 15'-11"TO 16'-2" _
te' 6 SECTIONS le'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS sheet of rJ
24 GA.STEEL PANEL- U
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VERTICAL INTERMEDIATE STILES W/TWO - I (L Z.
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�DOOR INSTALLER
STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE'
TO WOOD JAMB WITH A 14 X 5/8"SMS 3/4"X z"X 2-1/2"X.049'STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
5/16"X 1-5/8"LAC SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH(FULLY THREADED) FLAPS AND (5) OR(6)3/16"ALUM RIVETS POSITIONED AT LYE LEVEL
HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X ,058'FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET -GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET:
END STILE WITH (4)3/16"POP RIVETS ,T/8'OL4 POWER-BOLT BY'POWERS' '"
SOUTHERN PINE - 1-7/8"X 2-5/8"% 049"STEEL Iii
EDGE
0.55 S. - °•` CENTER STILE,GLUED AND RIVETED DISTANCE A) 2'MIN. EMBED INTO CONCRETE (3000 PSI MIN.) o
'./ 2"MIN. EDGE DISTANCE
TO PANEL W/(4)3/16"RIVETS 3/16" -
s1- MIN. POP RIVETS `. "bjt-3/16 {/B'DA. H SLEEVE BY 'HILTI' N°w
A 14 X 5/8"S.M.S.
GIST. 4/HINGE °�' •°"' �. B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4"MIN. EDGE DISTANCE INTO CONCRETE
V� I 1 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK e m
/ I
CONCRETE f'c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. c°-,
1.9"X 2.19"X 3.3"X .090" ANCHOR TYPE A OR B
STEEL TRACK BRACKETS I I 1 I 7��, 1 (1) PER BRACKET O
SEE SHEET 3 FOR SPACING $EE SHEET 3 FOR BRACKET SPACING
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FLA.PE 70582 r1YRAFTB/{d� $ I n
7-1 2"X .050" 7-1/2'X .071' 1/4-20 55 BOLT CA.N. 38 �� e $
/ INTERIOR SIDE & NUT g
GALV.STEEL END ROLLER HINGE
STEEL TRACK CENTER HINGE
14 GA.X 2-1/8'X 1"(STANDARD) 1. Dpk
82'CIA.X .50" STEEL ROLLERS(STD.) 4`o15 or drawing no.
12 CA X 3-5/10"% I-1/2"(OPTIONAL) 7/8'PUSHNUT 1.82"DIA. X .50"NYLON ROLLERS (OPTIONAL) - �_r11
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL)— ��G G 1
W/1/4-20 X 5/8"TRUSS HD. 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL)
SLOTTED M.S. &LOCK NUT SECTION 8-B WITH 5"STEM sheet 2 of 5
1-1/2"X 1/2"X 1/8"HORIZ.ANGLE f 1 m
POP RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. � o
2' - 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, N
I_ 2-J/4'%5-I/2'%3'%.104" WITH 1-1 4 EMBED INTO MASONRY EXPEEDING 8 FT. IN HEIGHT\ 2"%2•X 1/8'HORIZ.ANGLE I
GALV.STEEL /"
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II q FOR DOOR HEIGHTS ABOVE 8 FL OR No
FASTENED W/(6) Y 14 X 5/8"S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS 0 w
SPOT WELDED TO HORIZ TRACK m
14 CA. GALV.STEEL ADJUSTABLE WITH TWO WELDS AT I-1/2•APART
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA.STEEL PLATES _ FIRST AT 3"O.C. REST AT
WELDED TO 1-1/2"X 1-1/2" X 14 GA ANGLE -- A J CONNECTED TO FLAG BRACKET ANGLE 8
W/5/16-IB X 3/4"HEX HEAD FASTENED TO TRACK - -- 4 G
M.SCREWS&NUTS. W/3/8-16 X 3/4"BOLT&NUT
WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH Q r0,+,
TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT&NUT ESu
(STANDARD) TOP BRACKET Q:G
(OPTIONAL)
LOW HEADROOM DOOR —1 14 GA GALV. STEEL TRACK V M
HORIZONTAL REINFORCEMENT d¢v ro ao
1/2"X 1-3/4"X .058"FORMED STEEL VERTICAL TRACK C a.Q G
GLUED TO PANEL AND FASTENED TO I 2-1/8"X 1"X .080" p.4 t•-
VERTICAL STILES WITH 2•X 5-1/2"%.104' - SECTION A—A N p
(2)3/16'POP RIVETS GALV.STEEL ` Q W 3 T'i 6
FASTENED W/(4) ® 14 X 5/8'S.M.S. (L m N-a
TOP ROLLER BRACKET FOR j V
LOW HEADROOM DOOR OPTION DOOR " SECTION HEIGHTS BRACKET PLACEMENTS ZZ lLVy
IIORIZONTAL REINFORCEMENT Q W H f
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 B2 B3 B4 B5 86 87 BB _
GLUED TO PANEL AND FASTENED TO 6'-D" 19"1B" 18' 18"N/A 1'TO 2"11-3/4" 2J" 34 45" 56" 67"
/VERTICAL STILES WITH - — -
_/ (2)3/16"POP RIVETS 6'-6"-21 1B" 18"21"N/A 1_TO 2"11-3/4" 23" 3.4 45" -
5/16" MEETING RIB T-0" 21°7-1" 21"21"N/A 1" TO 2"11-3/4" 23" 34" 45" 56" 67"- �Q
_ PLASTIC/STEEL ROLLERS �_ T-6• I8" 18" IB' IB" 18"1"TO 2"11-3/4'_ 23" 34"_ 45° 56" 67" 78-1/4" cgi'
x F. ___f _ 8'-0" 21' 18" 1B"IB" 21"1"TO 2"11-3/4" 23° 34" 45 56" 67" 78-1/4" m
1.82' DIA X.50" v x
.44 DIA. 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. Uj n
OPTIONAL INSULATIONS: z¢ Q J
BY'DYPLASi PRODUCTS LLC' z o LL-
EPS-EXPANDED POLYSTYRENE o o m 1.9'X 2.19'%3.3"X.090' ' Z H Uj
DENSITY a 1.05 PCF _
N.OA #11-0926.07 STEEL TRACK BRACKETS / W W iD
OR 2-3/16"HIGH / �i a�
ISO-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH / Of 4 N
DENSITY- 2.0 PCF ) 1/4"BOLTS&NUTS. / _ O 3 CD y
-----N.OA.(111-0926.06 m _ ._J - O Z
OR Lr)
5 o
BY'CELLOFOAM NORTH AMERICA' / m 01 J
_ DENSITY= 1.03 PCF --i / Q N Q
N.O.A.ORX10-112.9.04 m I N
BY SITS FO.9
DENSITY= 0.92 PCF
m /
N.O.A. #14-0311.08
id CA.GALV.STEEL
ROLLER HINGES FASTENED m
W/(6) p 14 X 5/8"sus m ^$ o
MIN. .024'ROLL FORMED STEEL PANEL
DRAWING OUALRY G-40
MIN.YIELD STRENGTH= 39 KSI
----`------WITH PRIMER AND BAKED-ON "
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
GI
VERTICAL LIFE HIGH Lam[ STANDARD UFT LOW HEADROOM z
DOUBLE TRACK
12 GA.GALV.STEEL
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
W1(4) y 14 X 5/8'SMS
J/ Engr:JAVPD AHMAD D
CIVIL PRO[)UCT RENEWED I
FLA.PE 70592 r Ommpiy4y with die Plod& g' I
C.A.N. 38 Bldldifill; a .. u �'
BOTTOM SEAL SEE SHEET 5 OPTIONS Aeleptrwe No S-0 0 •� 9 v
S
drawing no.
SECTION A-A R NoatelC��r 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet Sof 5
REINFORCEMENT m
31�1N" 1/2"X 1-3/4'X.058' r o
_GEN.
FO
a6% I" RMED STEEL
lAY _ rl
i I-1/2" MIN. DISI. SELF DRILLING SCR OR —' #8% 1' o
G I CE DIST. n m 3/16 'RIVEX'STEEL RIVETS OR
LF DRILLING SCREWS O
om m N o
MULTI
GRIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS
AT 48"O.C. MULTIGRIP W/DOME HEAD
AT 48"O.C. Q a F
REINFORCEMENT
1/2'X 1-3/4'X.058" 0
\ FORMED STEEL O4RUBBER
O IL
20Y 1/4"DIA, LAC SCREWS 20Y \ 1/4"DIA LAG SCREWS p
WOOD BUCK 1 \-AT 6"FROM ENDS WOOD BUG1T 1 SAT 6'FROM ENDS
\ AND 15"O.C. MAX. j \\ AND 15'O.C. MAX. :c"
W'STRIP ADAPTER-/ STEELIP ADAPTER O 50:Q Q S
ALUMINUM p 14
RUBBER W'STRIPPINC W'STRIPPING C n
Q WN
Win N�G
In 9G a
.700 —� J Z g �!.
.224 I I,� I 746 f r
2f___ 41
Q W L.79D---- (
1 0
$0TTOM SEAL OPTIONS
OPTION 'A' OPTION '8' m
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) Ld
o n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT h Q J
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN v.
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. w
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ._ -- -- Z F In A
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING W w
ANCHORS STRUCTURE_ EMBED I SPACING JEDGE DIST. 8 to rn o I
38 HLC SLEEVE BY HILTI CONC. 1-1 4 B" 2" 0 Q m
3/B"CONFLEX BY'ELCO' FILLED BLOCK 2' 8' 3-3 4" p 3
Z5/8-DYNABOLT BY'ITV!' CONC. 1-1 2 8' _2-1 2' O Z
STEEL STRUCTURE BY OTHERS 3 e"POWER-BOLT BY POWERS' CONC_ 2" 8" 2" o O a=a
5/16'X 1-5/8' MUST SUPPORT THE LOADS IMPOSED J 8 SLEEVE-ALL BY'SIMPSONS' CONIC._ 1-1 2' _ 8" 3". rn W n
LAG SCREIVS BY DOOR SYSTEM 0]
AT 12'O.C. CONCRETE Fc=3000 PSI MIN. Q N< w
C-90 GROUT FILLED BLOCK r'm-2000 PSI MIN. N Z r
5/16"DIA BOLTS
WITH WASHER $NUT
WOOD BUCK CONNECTION TO MASONRY [AT 12"O.C.MAX. EDGE DIST. 8
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO ; 4
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC. COLUMN WITH
1/4"ULTRACON BY'ELCO'WITH SPACING OF b �' _ '^ a
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED w-
13' INTO 3000 IST CONCRETE,WITH 1-3/4'MIN.EMBED 1-1//4"X 2-1//2'% 14 CA o€
23 D.C.D. MIN. EDGE DISTANCE 1_I/2, 1-1/2' ` CONT.STEEL 1/2- 1-1/2" w
33 f2B�
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 CA_GALV.STEEL _ V u
11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKFlS t3'LONG 2-1/8'X I"X 14 GA. °' Raz�
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED 1/16'X 2-1/2' AT 1Y'O.C. IN DOOR OPNO. DALY.STEEL TRACK
3"MIN. EDGE DISTANCE FILLET WELDS-
AT 12"O.C. MAX. AT 18'O.C.ABOVE DOOR OPNG. -FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8'TRUSS HD.
3/B"LOT BY'I1W'WRH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S. k LOCK NUT c v n o.
2J"O.C.INTO 3000 PSI CONCRETE,WITH 2.-1/2"MIN. EMBED w o c
3'MIN. EDGE DISTANCE CONTINUOUS ANC_LE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK _ ?a
TO WOOD B TO STEEL TO CONCRETE AND FI ED BLOCK ` U
3/B'HLC SLEEVE BY'HILTI'WITH SPACING OF
10"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST.
15"O.C.INTO 3000 PSI CONCRETE.WITH 1-1/4"MIN.EMBED AND
2-1/2"MIN. EDGE DDISTANCE ALTERNATE TRACK INSTALLATION
Mo
Engr.JAVAD AHIVAD PpODUCi RENEWTiD
PREPARATION OF JAMBS BY OTHERS CIVIL i
FLA.PE H 70592 r 0®CII%-m Btl FYOIiC� $' 1
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.,3538 BJld6e CD*
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED A-epL.NO ��" 3
BY DOOR SYSTEM. y7/7�7aZp d ^
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF T �
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED RY BYdrowing no.
BUILDING OFFICIAL UPON INSPECTION. aX 2U15 P1oAt4Cagol
MAXIMUM EXTERIOR(+) LOAD PER JAMB= (16.16' X 62 PSF)/2 = 291 Lbs per Fl. 02-21
MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16' X 44 PSF)/2 355.5 Lbs per Fl. Sheet 4of rj
�.zso
* PLASTIC COMPLIES WITH .500 U
DOOR PANEL CHAPTER 26 OF FBC
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGEZ o
O
1.765 1.725 Q
X oI
7/16'DIA.WASHER O
1.144 d
OFCF LLI
/ `fit7,t�'p1 O U h
(� 1 a6 % 3/4'SMS 21 3/4' I Q M
�� 1 I I ®3/8'FROM ENDS MAX. .176--1Fes- 1�—B00 0>M
1 H 1 I, .III 11 11 AND 7"O.C.MAX. WDW.WIDTH OO a
�/ (4) ye X 3/4"SMS `a z 0
18 A%B. RIGID PVC T ONE PIECEAININJECTION RIGID PVC ONE PIECE ANEECTION Q¢ - 6
VIII II \ 0 1-3/8"FROM ENDS 3 J D.L.O. 4'Z tyn E
j IIII I AND 6-1/2'O.C.MAX.
IIII A), �B) -'"-;a. •' Y ''� :/
;III 175% .062 DEEP I /
IIII GROOVE .. .• .•. ___
I I
r
I I
1/4'POLY IN OONATE LEXAN J /
I I
BY'SABIC INNOVATNE PLASTICS'
III NOA y13-0717.01 [I
d' IIII -
EM ..
ZJo A o O Z L7 Uri
IIII [
ED .......
lir ED I u � Q
IIII J / A ED H N 2
_ l ..__
IIII }
11 11 •/
[1EAVEDIV,
IIII 175%,062 DEEP "GROOVEr o
T III C C 5q
1 I 1
(4) 18 X 3/4"SMS � INSIDE ELEVATION
0 1-3/6'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m"
III AND 6-1/2'0.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I #8%3/4"SMS O p
B � III I 1 ®3/e'FROM ENDS .175% .062 DEEP •• '
r i ANO 4-1/2"O.C.MAX. GROOVE O v d
#6%3/4SMS
0 3/8"FROM ENDS _ .--- _
AND 7'O.C. MAX. r
_ -_____ Engr:JAVAO AHMAD PRODUCT RENfWF.p o
CIVIL
7/16"01A _WASHER _ _ _ _ _ _ _ FLA.PER 705 2 Daft" tlleEloeim� g 1 i2`��
DOOR PANEL EXTERIOR B
y
o
DOOR PANEL 24 GA. (.024)STEEL MIN. 15/16"MIN. D.L.OPG. �5 drawing no.
24 CA. (.024)STEEL MIN. GLAZING BITE02-21
WINDOW WIDTH
sheet Sof 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 r Door =+25.6 -28.5
Ell 60 EXPOSURE C 9'x 7' Door = +32A
1.Z6.6 (1 story and max 15'
60 EXR Door ;+31.0 4:5°" . 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 -41.2 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+44.3 -50.2 (2 story and max 30'
Ell 60 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
❑150 EXPOSURE B 16'x 7' Door =+21.8 -24.3
0150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and.max 15'
01 5O 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'
0150 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)
Ell 50 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)
Miami Dade N.O.A or Florida Product Approval# 1�j- � ��. C)