HomeMy WebLinkAboutNotice of Acceptance MIAM[•DADE File copy
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 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,manufactuting address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference numbef, 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 ofNOA.
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•DADECOUNTY Expiration Date:July 21,2020
po Approval Date:April 23,2015
` is Page 1
DAB Door Company,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 Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #11-04.14.12"
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 NDA #OS-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 Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
0641a/V)s
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.)
"Submitter!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. 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 CeIlofoam North America Inc,for their
Expanded Polystyrene Block Insulation,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 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#14-0814.10"
1. Statement letter of code conformance to the 5'h 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 18 GA. - , 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 �� o
O W/(4) q14 X 5/8"SMS / `�` -FASTENED TO END STILE WITH TO BE INSTALLED AT r1
WITHOUT DELRON SLEEVE(STD.) (6) q14 %3/4•SELF GRILLING SCREWS ANY CENTER SDIE 1
g 7-1/2"X 3°% .071"GALV.STEEL 1 O O 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS O
SEE SCH. 'A' rZ o
END ROLLER HINGE Q O 1 CENTER STILES c7
W/(6)014 X 5/8"SMS- 'A aq
WITHOUT DELRON SLEEVE (STD.) / \��.
0 WITH DELRON SLEEVE(OPTIONAL)
7-1/2"X 2-1/4"X.071" LOCK
O GALV. STEEL CENTER HINGE
w/(a)q14 x s/e 2/DOOR
sMS _
WITH DELRON SLEEVE(OPTfONALf
m ,
, 1
0 1 ,-,•w x .,s T11K. LATG11. _ _ -- a R�
CENTER HINGE STANDARD LOCK VIII III JRII��JII�III'f'1 y
I1� SPRING LOADED SLIDE BOLT(BOTH SI0�5k ..-. I�I. rc O O
`. ``---FASTENED W/(4) #14 X 1/2"S.M.S. --- __ /1 ---""-_ - _. F= 8 0 w 3•I
5/B'MIN.LUCK ENGAGEMENT
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CONFORMS TO SECTION 1608 REGARDING V - - �' -- _ [3 a =o Z N E
GARAGE DOORS M-1
Q r �. az az °z----- ----.158 DUI.GALV.AIRCRAFT TYPE O 1 _ _ owwCABLE&NICO-PRESS SLEEVE �� `�` i �`� B --- r, _ __-__. J, -_ n I _- B
W/MIN.5 TO 1 SAFETY FACTOR i `t i -------- -- - _ ^-- - - •—__ 7— �j �I �I o
iO Vim^-"----.
2-3/4-W X 5-5/8"H% .090"THK.11 1 111 I _—_-- -.- _ _ _ m ,-� -_ .
STEEL PLATE, 1-3/8"DEEP -- 00
WITH (3) q14 X 3/4" U p
SELF DRILLING SCREWS V V J V I >p
`BRACKET' `BRACKET --'-- IIrI�I�.IIt'� I1_�(� a
STD. LIFT DOOR LOW HEADROOM ,L" ._�J L_�J I w
TOTAL I OF DOOR OPTION ----- - _ I Z I=-Z e
DOOR 'U'BARS AT _ =.__-- -_ co W
HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X.010" OPTIONAL VENTS
V-6' 2 SECTIONS 18'2 SEcnDNS 31' STEEL PLATE (3)15'WIDE AT 7"O.C. MAX. _OPTIONAL FLUSH FACE I p 3< ,�
8'-9" 1 SECTION IB' 3 SECTIONS 21' WITH (4) q14 X 3/4"SUS OPNG, AREA NOT TO EXCEED 120 SO. IN. MAX.DOOR WIDTH WOOD GRAIN DESIGN L- A C3 Z
7' 4 SECTIONS 21"_._- _ __..____ __ 16'-2" ._..-. p N=¢ o
7'-6" 5 SECTIONS 18'- CENTER STILE- DAD DOORS INC. m 01 J v
INSIDE ELEVATION a N_
7'-9' 4 SECTIONS 18'1 SECTION 21' HUff,COne Masterw Model 824/811 "r O�x
8' 3 SECTIONS 18.2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR r+
B'-3- 2 SECTIONS 1B'3 SECTIONS 21' HANDLEr\ 1LNSTAL(LE
END STILE With Size 16Lite X ion High O
B'-6' 1 SECTION 18' 4 SECTIONS 2I" With Window Lite Option
W-9' 5 SECTIONS 21'- q14 X 3/4"SELF DRILLING SCREWS MAY BE USED
IN UEU OF 014 % 5/8"SMS
s' 6 slcnoNs 16"- Rcu1DEs ------- DESIGN PRESSURE RATING = + 38.0 PS9'-J' S SECTIONS IB'I BECTON21" DON END STILE -- - 4. P-SF GW-6" 4 SECTIONS 16'2 SECTIONS 21' #14 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACTGENERAL NOTES S m Ia n9'-9' 3 SECTIONS 18'3 SEC110NS 21•10' 2 SECTIONS 18'4 SECTIONS 21' �1 OCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o ,.. ,uf0'-3' 1 SECTION 18" 5 SECTIONS 21' R RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) p 3 3 3
10'-6' 6 SECTIONS 21'- aS ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HWIZ). u C u u u
10'-9'6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A'
OUTSIDE KEYED LOCK 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11' 5 SECTIONS 1B'2 SECTIONS 21' CENTER STILES CONFlGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 1B'3 SECTIONS 21' OPTIONAL DOOR WIDTHS d OF CENTER STILES DRESSING OR STUCCO. n
11'-8. 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® ® 8'-0"TO 9'-10" 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
IV-9'2 SECTIONS 18'5 SECTIONS 21' - ALTERNATE TO 10'-0'TO 11'-10' 2 c m
12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10' - -a '-- 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE THESE DETAILS ARE NOT PART OF iH15 APPROVAL.
6'-0'TO 9'-10" 14'-0'TO 15'-10' 4 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .v o
12'-6' 6 SECTIONS 18'2 SECTIONS 21' ""'' 15'-11'TO 16'-2" 5 OC
DOOR WIDTHS
12'-9-15 SECTIONS 16-13 SECTIONS ZI" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0
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' ASTM EI686-OS/ASTM E1996-09.
13'-6' 2 SECTIONS IB"6 SECTIONS 21' 10® ® ®� ® '�' Enq:JAVAD AHMAO d 'p
13'-9" 1 SECTION 18' 7 SECTIONS 21' - CML pA� ,CTREWIryV®
14' 8 SECTIONS 21'- 111-10rl I FLA.PE 0 70592
14'-3' 6 SECTIONS 18'3 SECTIONS 21" �„ 10'-0'TO 14'-0"TO 15'-10" DA.N. B �ld� 0
14'-6'S SECTIONS 18.4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS Aox0-_mW A( v e
14'-B" 4 SECTIONS 18'5 SECTIONS 21' _ II� ��� �ry1�I�� ��� �ry��I� �y`tl� b
IAV ® USI 'Y�{--'I® ® ®® ®.®lam r- no.
IS' 3 SECTIONS 18.6 SECTIONS 21" 2U15 By dfowing n0.
IS'-3' 2 SECTIONS IB'7 SECTIONS
IS'-6' 1 SECTION 18' B SECTIONS Z1' �1 02-21
SECTIONS 21'- �12'-0°TO 13'-10" 15'-11°TO 16'-2" .�
16' 8 SECTIONS 21 4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet 1 of 5
24 GA.STEEL PANEL- U
FLAPS BENT OVER PANEL u
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-- GALV.STEEL U.BAR REINFORCING TRUSS
®BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL IMERMEDIATE STILES W/TWO I Z N .on.
814 X S/8"S.M.S.AND TO END STILE I Q z In
W/FOUR 814 X 3/4"SELF DRILLING S. 1� IY ie31
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(6)FOR 21"STILES
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.024"STL:PANEL n
END STILE W
OUTSIDE OF DOOR
e ?00 W
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Inrn0 1
IST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION O 3
Oz=R
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OPTIONAL STOP MOULDING
BY DOOR INSTALLER SOLID BRASS DOOR VIEu?ER N-
STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE'
N �r
TO WOOD JAMB WITH 8 14 X S/a"SMS 3/4"X 2"X 2-1/2"X .049'STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
5/16"% 1-5/B"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH
(FULLY THREADED) FLAPS AND(5)OR(6)3/16'ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HFA.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 BRACKCTI Ef W
END STILE WITH (4) 3/16'POP RIVETS 3/8'0 POWER-90
SOUTHERN PINE •`• EDGE
a� 1-7/B"X 2-5/8"X 049'STEEL DISTANCE A) 2"MIN. EMBED INTO CONCRETE(3000 PSI MIN.) o
0.55 S. • -CE-ER STILE,CLUED AND RIVETED
'.j2"MIN. EDGE DISTANCE
TO PANEL W/(4)3/16"RIVETS
3/16-
PO
1- MIN. POP RIVETS °:". bjl-3/16 ,�/8"DLA.HLG SLEEVE BY 'HILTI' N u u u
8 14 X 5/8"S.M.S.
1 DIST. I 4/HINGE I ° \.°", B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK °'P
2-1/4"MIN. EDGE DISTANCE INTO CONCRETE
I I I I '4" MIN. EDGE DISTANCE INTO FILLED BLOCK
IF /—moi
1-3 I6' CONCRETE f'c 3000 PSI MIN. c
C-90 GROUT FILLED BLOCK Ism = 2000 PSI MIN. 2 o d S
1.9"X 2.19"X 3.3"X .090" ANCHOR TYPE A OR B oc
STEEL TRACK BRACKETS I I I 1 I 1)PER BRACKET O
SEE SHEET 3 FOR SPACING EE SHEET J FOR BRACKET SPACING
Ener.JAV D AHMAD PvtoDucrRIENEWKID i
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M.PE 70582 �< O'IV11�M f1wma $ I
7-1 2"X .050" 7-1/2' % .071 1/4-20 S5 BOLT CA.N. 38 AocWiinvii(bhp meg,
/ INTERIOR SIDE NUT ,, L4o� S a 5
GALV.STEEL END ROLLER HINGE
STEEL TRACK CENTER HINGE O
14 GA.X 2-1/8'X 1"(STANDARD) 1.82"CIA.X .50"STEEL ROLLERS(STD.) N1 0 015 DY R drawing no.
12 CA X 3-5/1G'% I-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA. X.50"NYLON ROLLERS (OPTIONAL) rT
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X .50"STEEL ROLLERS (OPTIONAL)— C-21
W/1/4-20 X 5/8'TRUSS HD. 2.75"CIA X .50"NYLON ROLLERS (OPTIONAL)
SLOTTED M.S.h LOCK NUT SECTION B-B WITH 5'STEM sheet Zof $
I-1/2"X 1/2"X 1/8"HORIZ.ANGLE f m
POP RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. l� V p
2" 2-3/4"X 5-1/2"%3"%.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, r
GALV.STEEL - WITH 1-1/4"EMBED INTO MASONRY EXgEED1NG 8 FT. IN HEIGHT—_ 2"X 2"X 1/B"fiORIZ.ANGLE I
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B FT.OR oo
FASTENED W/(6) Q 14%5/8"S.M.S. II DOORS WITH INSULATION OR WINDOWS Z n w
SPOT WELDED TO HGRIZ.TRACK 0 q� o
14 GA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT I-I/2"APART k 4'
SLIDE FASTENED TO BRACKET 2-1/2"% 4-1/4^X 13 GA.STEEL PLATESIf F:
W/5/16-18%3/4"HEx HEAD WELDED TO 1-1 2"X 1-1/2"X 14 GA ANGLE -- p J FIRST AT 3"O.C.,REST AT 9"O.C. f N o
/ CONNECTED TO FLAG BRACKET ANGLE
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X J/4"BOLT&NUT O o
WITH (4) 1/4-20 SS. DOLT& NUTS - -- HORR.TRACK LENGTH = OPENING HEIGHT PLUS 12 AND TO SPRING SHAFT GUIDE WITH J
TOP BRACKET - - (2) 1/4-20 X 5/8"BOLT&NUT FFFSuuu
(STANDARD) TOP BRACKET j O;0
• (OPTIONAL)-/ 0 6 r 4
LOW HEADROOM DOOR _) o e7
- l 14 GA GALV.STEEL TRACK 0 !h
HORIZONTAL REINFORCEMENT dF IL W o
1/2"X 1-3/4"% .058"FORMED STEEL VERTICAL TRACK 0 6 Q G '
GLUED TO PANEL AND FASTENED TO 2-1/B"X 1"X .080' 0 as h-
VERTICAL STILES WITH 2"x 5-1/2"x .104" - I SECTION A-A 0 �D
(2)3/16"POP RIVETS GALV.STEEL
FASTENED W/(4)B 14 X 5/8"S.M.S. LL Z N-
TOP ROLLER BRACKET FOR .J l7 M 3
IIORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS Q Z Ty
1/2"% 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 B2 B3 B4 135 D6 97 08 IY H
CLUED TO PANEL AND FASTENED TO 6'-'0" 18"18 18" 18 N/A 1"TO 2"11-3/4" 23" 34 45" 56" 67"
,,GLUED
VERTICAL STILES WDH - - o
(2)3/16"POP RIVETS 6'-6" 21" 1B" 1B"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
—5/16"MEETING RIB 7'-0" 21"21" 21 21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" - 6
j 7'-6" 18" 1B" 18" 1B" IB"1"TO 2"11-3/4" 23" 34"_ 45" 56 67" 76-1/4" cwgi'
PLASTIC/STEEL ROLLERS
---f 8'-0" 21" 18" iB" 18" 21"1"70 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
1.82" UTA. X.50" o
�W/.44 DIA.X 4-I/4"STEM z w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M
®. x FOR COORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w >n
OPTIONAL INSULATIONS:
BY'OYPIAST PRObUCTS LLC' O
EPS-EXPANDED POLYSTYRENE a o m U 2
DENSITY a 1.05 PCF o m 1.9"X 2.19"x 3.3"x .090" / Z I-to No
N.OA (♦11-0926.07 STEEL TRACK BRACKETS / W W iO
OR m 2-3/16"HIGH j e N m 0 J
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH a" 0_ m
DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. / Q 3 n
O Z
OR m o 0 =¢¢ o
DY'CELlOFOAM NORTH AMERICA'
DENSITY- 1.03 PCF
NO.ROA #10-1129.04 m % .d 0 N=
BY SITS FO.9
®' \ DENSITY 0,92 PCF m IT�_'-IryI(TTI`11I1 1'111111 /
N.O.A. 914-0311.08 /
14 G4.GALV.STEEL m
ROLLER HINGES FASTENED m
W/(6) 14 X 5/8"SMS o
- m
c
MIN. .024"ROLL FORMED STEEL PANEL o
DRAWING QUALITY G-40 $ a 3
MIN.YIELD STRENGTH= 39 HSI u 3 0
- --- WITH PRIMER AND BAKEO-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION d g
APPLIED TO BOTH SIDES OF STEEL
ZdZ
a N Y Y ♦_
N
N VERTICAL LIFE HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK -- ,
12 GA.GALV.STEEL
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
J W/(4) A 14 X 5/8"SMS _
Engr:JAVAD AHMAD o 0
CIAL PRODUCTRENEWPD
FLA,PE 70592 To comoybq with dW Plodh
C.A.N. 38
BOTTOM SEAL OPTIONS AoftrAm0 No
SEE SHEET 5
c
R BY drawing
drawing no.
SECTION A—A 02-21
SEE SHEET 2 FOR.LOCATION
OF REINFORCING TRUSSES sheet 3 of 5
REINFORCEMENT m
TI
1/2"X 1-3/4'X.058'
FORMED STEEL
aB X 1"
z 1- Al
1/2'MIN. DISI. SELF DRILLING SCREWS — (♦8% 1' L
_ _ OR SELF DRILLING SCREWS Z
1 GE DIST. o m 3/16"'RIVEX'STEEL RIVETS OR 0
MULTIGRIP W/DOME HEAD 3/16"'RIVEX' STEEL RIVETS
�o Z
o� I A7 48"O.C. MULTIGRIP W/DOME HEAD Q
3 W \ NID REINFORCEMENT AT 48"O.C. 12 O
1/2 X 1-3/4'X.058" 0
\ \ FORMED STEEL O O CL
2BY \ 1/4"DIA. IAC SCREWS 2BY `7/4'010.LAG SCREWS
WOOD BUCK I �'AT 6"FROM ENDS WOOD BU 1 AT 6"FROM ENDS 0
\ AND 15"D.C.MAX. AND 15"O.C. MAX. V
D O Iu T~o
W'STRIP ADAPTER_ W'STRIP ADAPTER Ity To,
y Q Q
1 l ALUMINUM STEEL O
RUBBER W'STRIPPING RUBBER W'STRIPPING
W;� N
W
j 3 nNN7
•700 348 Q w.i S
1 Fes-1.750--I —p
I.790---- �
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
WOOD RUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. (j .t
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE -- -- Z N m
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING W
ANCHORS 1 STRUCTURE__EMBED SPACING EDGE DIST. e p�p I
3 B HLC SLEEVE 91' HILTI CONC. 1-1 4 8° 2" 0 ,o
3 B"CONFLEX BY'ELCO FILLED BLOCK 2" 8' 3-3 4" p 3
STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT BY ITW' CONC. 1-1 2 8' 2-1 2" O Z
5/16"X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 8"POWER-BOLT BY POWERS CONC_ 2" 8" 2" o� O
LAG SCR�WS BY DOOR SYSTEM 3 8 SLEEVE-ALL BY'SIMPSONS' CONC._. 1-1 2" 8" 3=, D3 rn ..
AT 12' CONCRETE I'c= 3000 PSI MIN. Q C-4:1
C-90 GROUT FILLED BLOCK I'm=2000 PSI MIN. N O S r
5/16"DIA.BOLTS
WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY ,e.A�•' •, rAT 12"O.C.MAX. EDGE DIST. N g
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO �� 3
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH i
1/4 ULTRACON BY ELCO WITH SPACING OF \. •� n
1 2"O.C. NTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN. EMBED
13"O.C.INTO 3000 P51 CONCRETE,WITH 1-3/d"MIN.EMBED I 1-1/4'%2-1/7."% 14 GA
2-1/2"MIN. EDGE DISTANCE 11-1/2" 1-1/2'1I —CONT STEEL ANGLE
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL
1I'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS 13'LONG 2-1 8"% I"X 14 CA.
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED 1/16"X 2-1/2' AT 12"O.C. IN DOOR OPNG. GALV. STEEL TRACK
3'MIN. EOGE DISTANCE FILLETWELDS- AT 18"O.C.ABOVE DOOR OPNC. FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8"TRUSS HD. -
3/B"LOT L 'I BY WDH SPACING OF W/(3)SPOT WELDS AT EACH 510E SLOTTED M.S.&LOCK NUT iii n
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBEDCONTINUOUS ANGLE TReGK H o n$
3"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK RR RS_EYA - S
TO CONCRETE AND FILLED BLOCK
3/8"HLC SLEEVE BY'HILA'WITH SPACING OF TO WOOD BUCK TO STEEL c i Ii m
10"O.C.INTO GROUT FLLED 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 ALTERNATE TRACK INSTALLATION g
2-1/2"MIN.EDGE DISTANCE o
Engr:JAVAD I�fIDDU
CTRENEWED
j
PREPARATION OF JAMBS BY OTHERS FLA.PE N 70592 81 -mIIk FYm 1 s
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.3538
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED plwla No 4/ 3 i
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF �T��T���__ �
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By r777—i�
BUILDING OFFICIAL UPON INSPECTION. C.-WIl
MAXIMUM EXTERIOR(+)LOAD PER JAMB =(16.16' X 62 PSF)/2 291 Lbs per FL. C J
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16' X 44 PSF)/2 =355.5 Lb,per FL. sheet 4of �j
rr-.500 fes--#.250
* PLASTIC COMPLIES WITH I N
DOOR PANEL CHAPTER 26 OF FBC I
xa ca.(.Oza)STEEL MIN. SEE EVIDENCE PAGE z o
W,
L765 1.725 Q
IL
N
7/16'DIA WASHER Q d R
1.144 a
O LL I
0b v
� h
( 21 3/4' I I C®8 J/8°/FROM ENDS MAX. la F�800 Ora
O 11 'III I 1
AND 7"D.C.MAX. WDW.WIDTH .176 0-.2.
QoQ
EXTERIOR FRAME * INTERIOR FRAME N p
I G, 1B 1/e" RIGID PVC ONE PIECE INJECTION IRIGIC, PVC ONE PIECE INJECTIONw 3 u In
(4)88%3/4'SMS 'µ s o MAX. IL Q W
0 1-3/8"FROM ENDS 3 _jD.L.O. j j u1 Q m
j I I I I 1 AND 6-1/2"O.C.MAX.
w �II
IIII E A ' I C'
S
IIII .175% .062 DEP I w
i'
ti
IIII GROOVE •. •. •.•.
POLYCARBONATE LEVANIIII 1/4
-TY'BABIC JNNOVATNE PLASTICS'NOA 813-0717.0 .... tI' L�������JLL .. ` ,1 •� i• 1 I. W>
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11
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175 X.062 DEEP a
1
(4) 88%3/4"SMS INSIDE ELEVATION
111 I , ® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS d z $
AND 6-1/2'B.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
I
O I 88 X 3/4"SMS C n
8 TI III I A J/8'FROM ENDS .175 X.062 DEEP _ n
' i I AND 4-1/2"O.C.MAX. GROOVE o w
88 X 3/4'SMS
®3/8'FROM ENDS
AND 7'O.C.MAX. F-' ---- ----- ^
E.Sr:JAVAD AHMAD pxomcT PENIEWEID a
7 16-DIA,WASHER 8 CIVIL rawyljl!i With dW{twiai i 3
/ FLA.PE 70592 IBuildin�Cbib $ I 3
CAN.3538 AoOePIWIM N 'tD
24
O
e
a b 5
DOOR PANEL EXTERIOR O
GA. (.024)STEEL MIN. dfowln no.
DOOR PANEL 16/16'MIN. D.L. OPG. �5 R�KiC4
efd 5
24 GA. (.024)STEEL MIN. GLAZING BITE 02-21
WINDOW WIDTH
sheet 5 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]
F-11 60 EXPOSURE B 9'x 7' Door =+26.7 -30.2
1-1160 EXPOSURE B 16'x r Door =+25.6 -28.5
❑160 EXPOSURE-C---9'xTDoor-+-32-4-36.6. (1 story and max 15'
❑160 EXPOSURE G 16�XZZ Door _+_0A.0 -34.5 . mean roof height)
1771160 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'
Ell 60 EXPOSURE D 16'x 7' Door=+37.7 -41.2 mean roof height)
0160 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
0150 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'
Ell 5.0 EXPOSURE C 16'x 7' Door=+.26.4 -'29.5 mean roof height
0150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30'
F-11 50 EXPOSURE C 16'x 7' Door=+30.6 -34.1 mean roof height)
[]l 50 EXPOSURE D '9'x 7' Door =+33.6 .-38.0 (1 story and max 15'
Ell 50 EXPOSURE D 16'x'7' Door = +32.1 -35.8 mean roof height)
]l 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# O