HomeMy WebLinkAboutNotice of Acceptance MIAM[•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
1 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 perfdIInn in the accepted manner, the
manufacturer Nvill 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'l 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.
MISS1.1LE 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 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.Ut era,P.E.
NOA No. 15-0304.01
MIAMi•nAoacounrrY Expiration Date:July 21,2020
is Approval Date:April 23,2015
Lei 4.11 12� Page 1
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DAB Door Company,Inc.
i
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 #11-0414.12"
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 Ra gel 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.
b. 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.
64 K
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
0
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
C. CALCULATIONS (Cont.)
"Submitted tinder 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 I1/10/2011 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 NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G 15 5 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 5'11 edition(20 14)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" 12"GALV. STEEL CENTER HINGE- ��() STEEL PLATE WITH ONE S/16-18 MS W/NUT OPTIONAL DOOR VIEWER W/ (4) 014 X 5/8"SMS ' ` � -FASTENED TO END STILE WITH TO BE INSTALLED ATWITHOUT DELRON SLEEVE(STD.) O 0 \ (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE7-1/2"X 3'X .071"GALV• STEEL + 1SEE SHEET 3 FOR TOP BRACKET OPTIONS
END ROLLER HINGE II OU 1 CENTER STILES r Iv
W/(6)A14 X 5/8"SMS 7 SEE SCH. 'A' F- A Iaq
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WITH DELRON SLEEVE(OPTIONAL) \\ p - --- --- -- Q
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\ SPRING LOADED SLIDE BOLT BOTH SIDI'S I 0
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FASTNI EO /(4) #14 X 1/2"S.M.S. r� O s o w a w
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____5/8 MIN. LOCK ENGAGEMENT `� f: ---�- ----" 1—
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CONFORMS TO SECTION 1008 REGARDING \ ' -- _M GARAGE DOORS -- m09
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CADLE&NICO-PRESS SLEEVE _ -"'- _ __-_ B In In.)CA
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2-3/$'W X 5-5/8"H X .090"THK.11
STEEL PLATE, 1-3/8"DEEP\ I , \ I _— —
WITH (3)(3) #14 X 3/4` .U o ' ` o f -- ---- ' ------ -•---- ----- -- - 1— I n
SELF DRILLING SCREWS �� / N - _ _ _ U V UX3
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BRACKET/, `BRACKET- I a_j
STD. LIFT DOOR LOW HEADROOM _ 0F,_
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TOTAL B OF DOOR OPTION ----
DOOR 'U'BARS AT ,_ —— ____ e
HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X.010" ` 1
OPTIONAL VENTS I Q_ e
6'-6" 2 SECTIONS 18'2 SECTIONS 2i' STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. _OPTIONAL FLUSH FACE O 3 cal
S;-9, I SECTION 18' 3 SECTIONS 21' WITH (4) #14 X 3/4"SDS OPNC.AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L A O Z
7' 4 SECTIONS 21'-- MAX. DDDR WIDTH o C3 =
7.-3" _ _ 16'-2" n
7'-6" 5 SECTIONS 18'- CENTER STILE- DAB DOORS INC. in�11 in N Q w
INSIDE ELEVATION
7'-9" 4 SECTIONS 18'I SECTION 21" Hurricane Master®Model 824/811 .t -= r
B' 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR
HANDLE END STILE Max. Size 16'- X 16'-0" High O
8'-3" 2 SECTIONS 8' 3 SECTIONS 21' _ In Lite
8'-6' 1 SECTION 18' 4 SECTIONS 21' 14 X J/4"SELF DRILLING SCREWS MAY BE USED �� -
8'9' S SECTIONS 21'- 0 N LIEU OF 14 x 5/8"SMS ;DESIGN-PRESSURE+I RATING = + 36.0 �PSF
9' 6 SECTIONS 18'- 1 LOCK BAR GUIDES '/ `•yP,q, W W W
9'-3' 5 SECTIONS 18'1 SECTION 21' " INSTALLED ON END STILE ---- - - '4.4iDaP-SES T
-9_-6' 4 SECTIONS 18'2 SECTIONS 21' - - - WITH (4) X114 X-5/8"BMS -- THIS PRODUCT IS RATED_FOR LARGE MISSILE IMPACT G NERAL NOT S Q O.�
9'-9' 3 SECTIONS 18'3 SECTIONS 21' O o p r€
so
10' 2 SECTIONS 18'4 SECTIONS 21' ((1 4 18T X .6W LOCK BAR 1, THIS PRODUCT HAS BEE ED AND T TED TO COMPLY WITH THE r • •�
10'-3" 1 SECTION 18" 5 SECTIONS 21' $ ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 33 33
10'-6' 6 SECTIONS 21'- ❑ ON EACH SIDE OF DOOR INCLUDING RICH VELOCITY HURRICANE ZONE(HVHZ). v U U
10'-9' 6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A' mak'm 9u i i z
OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
_ --.11-5_SECTIONS_18_2_SECTIONS-21E_._._ _ _ -- _ _ _ _ _ CENTER STILES CONFIGURATION_ _ __ ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
_ _ _
11'-3" 4 SECTIONS 18'3 SECTIONS 21 - P - - DRESSING--OR-STUCCO-.. -- - ---- -
O TIONAL DOOR-W DTHS A OF CENTER STILES - ._
11'-6' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN 8'-0"TO 9'-10' 2 3. ALL BOLTS, NUTS ANO WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11-9-9' 2 SECTIONS 18'S SECTIONS 21' ALTERNATE TO - 10'-0'TO 11'-10' 2 N m n
12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SLIDE BOLT - - - — 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
12'-0'TO 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. rn a ^e
12'-3" 7 SECTIONS 21'- LOCKS SHOWN ABOVE I W-0"TO 9'-10" - - 14'-0'TO 15'-1a' 4 •� o -o
12'-6' 6 SECTIONS 18'2 SECTIONS 21" F� �I -- -- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
_ 5 SECTIONS ONS 21DOOR WIDTHS 15'-11'TO 16'-2' S c
12'-9"
131 4 SECTIONS 18.4 SECTIONS 21' BFROU1OINGSTED COD£NTAACSC002,1NCE TAS 21011 h TASTHE -2013EMENTS OF FOR HVHZ AND TOA 0
13'-3' 3 SECTIONS 18'S SECTIONS 21' ® 1® it II�YII1� I� I ASTM EI886E 95/ASi AOEAHo09. 0 0
13'-6" 2 SECTIONS 18'6 SECTIONS 21' _' IJ o jI
13'-9' 1 SECTION 18" 7 SECTIONS 21' T CML PRIDEKWTRBNEtA'FD j
14' 8 SECTIONS 21'- �_ ,I FLA.PEA 70592 r �
10'-0"TO 11'-10" 14'-0"TO 15'-10" C.A.N. 38 >'.
14'-3' 8 SECTIONS 18'3 SECTIONS 21_ DOOR WIDTHS ODOR WIDTHS � o
14'-6' 5 SECTIONS 18'4 SECTIONS 21' A."mm lbo Ls Of
14'-9' 4 SECTIONS 18'S SECTIONS 21'
15' 3 SECTIONS 1 '6 SECTIONS 21" ® "113131 �__.�� I� I?�W 110011 2015 drawn no.
15'-3" 2 SECTIONS 186'7 SECTIONS 21" By
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I5'-6' 1 SECTION!Be a SECTIONS 21' In—III Q2-L�
9 SECTIONS 21"- I- 12'-0"TO 13'-10" �� L- 15'-11"TO 16'-2" __.�
16' 6 SECTIONS 19'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS sheet 1 of 5
24 GA.STEEL PANEL-
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1/2"PUNCHED HOLES,i L a 0
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-- GALV.STEEL U.BAR REINFORCING TRUSS �r - - I a 2N2 0 Iv I
0 BOTTOM OF PANEL TRUSS FASTENED TOI Q w Ul 2 0
VERTICAL INTERMEDIATE.STILES W/TWO I {�Z:N
#14 X 5/8"S.M.S.AND TO ENO STILE Q
W/FOUR#14 %3/4"SELF DRILLING S.
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(5) FOR 18"STILES o M
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END STILE W Q-j
OUTSIDE OF DOOR µ�µ tl
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BY DOOR INSTALLER SOLID BRASS DOOR VIEWER
STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE'
TO WOOD JAMB WITH ® 14 X 5/8"SMS 3/4"X 2-X 2-1/2"% .049`STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE O
5/16"X 1-5/8"LAC SCREW 6 PER HINGE - END STILE,CONNECT TO PANELS WITfI
(FULLY THREADED) FLAPS AND (5) OR(6) 3/16-ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2'% 1-3/4"% ,058"FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET CLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET:
ENO STILE WITH (4) 3/16"POP RIVETS _ 3/B'DLA POWER-ROLT BY'POWERS' h=
SOUTHERN PINE - `•a� 1-7/8"%2-5/8"%.049"STEEL - - EDGE - - - - -
/ / DISTANCE A) 2"MIN. EMBED INTO CONCRETE (3000 PSI MIN.) o
0.55 S. CENTER STILE,GLUED AND RIVETED
' 2"MIN. EDCE DISTANCE
TO PANEL W/(4)3/16"RIVETS 3/16" 3 §
3
1- MIN. POP RIVETS
A 14%58 S. S. -3/16 ,3/8'DIA HLC SLEEVE BY 'HILTI'
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/ M. F\ .. b
01ST. _ 4 HINGE �. � 8) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK z
2
n: " 1 .
--_ _ _ -.- -- I--- -�-1-_ •_ - --- - - - - - �- 1` I'- _ -1/4"MIN. EDGE DISTANCE-IMOCONCRETE.
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2 2 2
4" MIN:EDGE DISTANCE-INTO-FILLED BLOCK _ - -
L1_3/16.1 II(' a
CONCRETE t'c = 3000 P51 MIN. �at
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. N
1.9"% 2.19"% 3.3"X 090" ANCHOR TYPE A OR B
STEEL TRACK BRACKETS , i , , , �(I) PER BRACKET O
SEE SHEET 3 FOR SPACING SEE SHEEP J FOR BRACKET SPACING
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Engr:JAVM AHMAD !w0[NX.TItENEWFD i
1 I FLA.PE 70592 aCO*
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7-1/2-X .050" 7-1/2'% .071 1/4-20 SS BOLT CA.N. 38 ma�
G/ALV. STEEL INTERIOR SIDE END ROLLER HINGE & NUT ( ' v
STEEL TRACK CENTER HINGE —�
14 GA.X 2-1/8'X 1"(STANDARD) 1.62"DIA.X .50" STEEL ROLLERS(STO.) M , 0 015 BY wadu�cl draw,ng no.
12 CA X 3-5/16"X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1,82"DIA. X.50"NYLON ROLLERS (OPTIONAL) _�1
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75" DIA. X .50"STEEL ROLLERS (OPTIONAL)— �L0LLc
W/ 1/4-20 X 5/8`TRUSS HD. 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL)
SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5"STEM sheet 2 of 5�
1-1/2"X 1/2"X 1/8"HORIZ.ANGLE f o
POP RIVETS 5/16"X 1-5/6"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,
p �{ G2-3 ALV.S X S-1/2"X 3'%.104" WITH 1-1/4"EMBED INTO MASONRY EXREEDING B FT. IN HEIGHT 2"X 2"% 1/8"HORIZ.ANGLE I
I CALV.STEEL
I OP BOLI F.R BRACKET ON EACH SIDE 3 PER BRACKET II p --- FOR DOOR HEIGHTS ABOVE 8 FT.OR o
FASTENED W/(6)N 14 X 5/8"S.M.S. II 1 _i DOORS WITH INSULATION OR WINDOWS z m /�
SPOT WELDED TO HORIZ.TRACK
_ 14 CA.CALV.STEEL ADJUSTABLE 2-1 2"X 4-1 4"X 13 GA.STEEL PLATES WITH TWO WELDS AT I-I/2'APART W
SLIDE FASTENED TO BRACKET _ / / q FIRST AT 3"D.C.. REST AT 9'O.C. f
Lm
J / M"/SS/1.6-18%3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA. ANGLE CONNECTED TO FLAG BRACKET ANGLE
CRWS&NUTS. FASTENED TO TRACK - - W/3/8-16 X 3/4"BOLT&NUT O o
WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDE WITR 0 I�u
TOP BRACKET - - (2) 1/4-20 X 5/8"BOLT&NUT IL
(STANDARD) TOP BRACKET f IFpu 4
(OPTIONAL)'/ C`j v
LOW HEADROOM DOOR _) 0 G H
l 14 GA CALV.STEEL TRACK 0
HORIZONTAL REINFORCEMENT ,�IµI'7I�'-II1I�IIIBIII a 0: Q o
1/2"% 1-3/4"%.058'FORMED STEEL L.LJI VERTICAL TRACK 0 6 Q O .
GLUED TO PANEL AND FASTENED TO I 2-1/8"X 1"% .080" qT K
VERTICAL STILES WITH - SECTION A-A O N'
2"X 5-1/2"X .104" i
(2)3/16'POP RIVETS GALV.STEEL
FASTENED W/(4) # 14 X 5/8"S.M.S.
TOP ROLLER BRACKET FOR
I IORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS Q Z ry
1/2"X 1-3/4'X.058'FORMED STEEL HEIGHT 1ST 12ND 3RD 4TH 5TH B1 1 B2 I 133 B4 I B5 66 B7 BB
GLUED TO PANEL AND FASTENED TO — —�
VERTICAL STILES WITH - 6'-0" 18"18" 18" 18"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" o
(2)3/16"POP RIVETS 6'-6" 21 18 18"21"N/A 1_TO 2"11-3/4" 23" 34" 45" 56" 67 - -
5/16"MEETING RIB 7'-0" _21"2.1" 21"21"N/A 1"TO 2"11-3/4" 23' 34"
PLASTIC/STEEL ROLLERS I- 7'-6" IB" 18 78" 18" IB'�1"TO 2"11-3/4" 23' 34" 45" 56 67 78-1/4" cg-'
__
8'-0" 21" 18" 18"18" 21"1"TO 2"11-3/4 23" 34" 45" 56" 67" 78-1/4"
�. 1.82' DIA. X.50"
,-W/.44 DIA. X 4-1/4"STEM In w "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M
x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. U3 n
OPTIONAL INSULATIONS:
BY'DYPLAST PRODUCTS LLC' Z 0
EPS-EXPANDED POLYSTYRENE a a
- - DENSITY 1.05 PCF a m 1.9"K 2.19"K 3,3'X.090' j N Z I-Z
N.OA. H11-0926.07 STEEL TRACK BRACKETS
OR m 2-3/16"HIGH / w N rn o I
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH
DENSITY- 2.0 PCF ) 1/4"BOLTS&NUTS. / - Q3 n
----NLA. #11-0926.06 _ _)
OR
BY'CELLOFOAM NORTH AMERICA' / m rn
_ DENSITY= 1.03 PCF N Q
ORA #10-1129.04
N
BY'INSULFOAM LLC' % O
DENARY=0.92 PCF
N.OA X14-0}11.08
m
14 GA. GALV.STEEL
ROLLER HINGES FASTENED 6 -
W/(6) b 14 X-5/8--SMS
� a�
- MIN..024'ROLL FORMED STEEL PANEL U
DRAWING QUALITY C-40 JJ
MIN.YIELD STRENGTH= 39 KSI u W s
-- -------------
—WITH PRIMER AND BAKED-ON y z b o z o
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
ARPUED_.SO%BDTH-;SIDES-OE_STEEL__.__ _
Ed
ry 5
VERTICAL LIFE HIGH L1EI STANDARD LIFT LOW HEADROOM w 0
DOUBLE TRACK
12 GA.CALV.STEEL
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS n
W/(4) # 14 X 5/8'SMS o
f En9r:JgVIA AHMAD
CINL f?ROOUCF RENEWED I
FLA.PE 70592 OJfry with the liber $' I
C.A.N. 38 grplQ�Qpdp .. u e sy'
RP
8 0 BOTTOM SEAL OPTIONS A.MpImeNn -� '�� v a
SEE SHEET 5 20 5
BY R M No�k1C�� drawing no.
SECTION A-A I 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES lsheet Sof 5
3�4" REINFORCEMENT f■ ml
y. IN. 1/2"X 1-3/4'X.058' I� o
LEDGE FORMED STEEL J�l
_ D1sr. 8e x 1^ N
W 1-1/2'MIN. SELF DRILLING SCREWS SEX 1' of
z _ OR
SELF at,
SCREWS Z
I GE DIST. o I Ado 3/16"'RIVI:X'STEEL RIVETS OR 0 m
om m 'ry MULTIGRIP W/DOME HEAD 3/16"'RIVE%'STEEL RIVETS
AT 48"O.C. MULTIGRIP W/DOME HEAD AT 48"O.C. Q�O o
REINFORCEMENT
1/2'X 1-3/4"X.058" 0 w
IL
2BY 1/4"DIA.IAC SCREWS 28Y 1/4`DIA LAG SCREWS FORMED STEEL O O C
WOOD BUSK I \-Ai 6"FROM ENDS WOOD BU���yyyTTT I `AT 6'FROM ENDS i
AND 15'O.C.MAX. / i
AND 15"O.C. MAX. (1 3
W'STRIP ADAPTER 00
• I 1 ALUMINUM STEEL P ADAPTER 0 mQ m so A
IL
< .1
caNrr
RUBBER W'STRIPPING: N i� RUBBER W'STRIPPING K m C
L W 3 LL N
W U) p
�s0�.��—� '� .O4o I J Z-0, N f
•700 348 Q w r�lj f Ll
f
F-1.750—d � I
BOTTOM SEAL OPTIONS
OPTION 'AOPTION 'B' cog
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAWTY SG-0.55 MIN,) o M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N Q J
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN tl
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ._ _- -- " y H f/1 e
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING —'o w
_ ANCHORS STRUCTURE_ EMDED SPACING EDGE DIST. 01 w I
3 8 HLC SLEEVE BY HILTI CONIC. 1-1 4 8° 2"
3/8"CONFLEX BY 'ELCO' FILLED BLOCK 8' 3-3 4" � p 3 N
STEEL STRUCTURE BY OTHERS
.311'DYNABOLT BY'ITW' CONIC. 1-1.2" 8' _2-1 2" O Z=
3 8"POWER-BOLT BY POWERS' CONC.— 2" 8'
5/16"% 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY'SIMPSONS' CONIC._ 1-1 2 _ 8" 3". m '�
LAG SCREWS t1'Y DOOR SYSTEM m J
AT 12'O.C. CONCRETE f'c=3000 PSI MIN.
N= r
5/16"DIA BOLTS C-90 GROUT FILLED BLOCK Mm =2000 PSI MIN. r
WITH WASHER$NUT -�
WOOD BUCK CONNECTION TO MASONRY AT 12"D.C.MAX. EDGE DIST. 9
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH
zo0
1/4 ULTRACON BY'ELCO WITH SPACING OF \, 1, Y1 g O u n
- -I2"O.C.INTO GROUT FILLED BLOCK-WALL,WITH-2-1/4'MIN. EMBED - -- - - - _ - - _ _ _ _ _ a
13"O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN.EMBED 1-1/4' E 2-1 2"% 14 CA o
2-1/2"MIN. EDGE DISTANCE 1_1/2' 1-1/2' � CON7.STEEL ANGLE
g3 2 g o
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 CA GALV.STEEL N O s K
1I"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED —FLAT BRACKETS t3'LONG 2_1/8•X 1'X 14 GA a, u�a e p
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
- - _ FlLLET_WELDS- - --- - AT- C.-ABOVE_DOOR_OENC. _FASTENED TO TRACK PLATES_-_ ---
-- -_ - - AT-12"O.C. MAX." - - -CONNECTED TO CONT.-ANGLE` - ----=-W/°(2) 1]4-20X5/8'-TRUSS -
3/8"CONFLEX BY'ELCO'OR
3/8"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S. h LOCK NUT m a
23"O.C•INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED p
CONTINUOUS ANGLE TRACK
3'MIN. EDGE DISTANCE CONTINUOUS •AN TRACK REVERSE _. ;S g g
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FII I ED BLOCK ` c1 p i Li m
10"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN. EDGE DIST.
—�
I5'O.C.INTO 3000 PSI CONCRETE.WITH 1-1/4"MIN. EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2'MIN. EDGE DISTANCE
Engr:JAVAD AHMAD
PREPARATION OF JAMBS BY OTHERS CIVIL PRUDUCFRENEWLD S
FLA.PE/(70592 r�N With L%6 FlafiE� o I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.3538 BrJWbe 4006
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED ALmp4le�NO�SYJ�(fQ.O�
BY DOOR SYSTEM,
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BY drawing AO.
BUILDING OFFICIAL UPON INSPECTION. 205 Froom Caafd i __ 2 1
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X fit PSF)/2= 291 Lbs per FL. J t U1--
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16' X 44 PSF)/2 355.5 Lbs per FL. sheet 4of $_
♦°--�F.250
* PLASTIC COMPLIES WITH .500 I I 4ftU b
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024) STEEL MIN. SEE EVIDENCE PAGE Z
IHy�
1.765 1.725 Q a
IIS O O
7/16'DIA.WASHER Q
r 1.144 d
pL ()
�, a
r
�� V1 #8 X 3/4"SMS 21 3/4" O W Q Q
4 ' + 0 3/8'FROM ENDS MAX. .176 I=---.800 a 0:� ey
AND 7"O.C.MAX. WOW.WIDTH 00•Q p
I, * EXTERIOR FRAME * INTERIOR FRAME w o
3 _ 18 1/B" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION m 3 a
1 (4) 8 X I4-sMs 0 MAX.
0 1-3/8"FROM ENDS 3 -J D.L.O. LL Z u1 f
VIII 1 AND 6-1/2"O.C. MAX.
A ��
.III 175 X .062 DEEP
IIII GROOVE
V
IIII JI 47-
1/4"
II,I 1/4"ABIC INNOVATIVE
LEXAN I U w M
IIII -BY'SABIC 717.01TNE PUVSTICS ,! 1n'
NOA#1J-0717.01 r! - --_ -_ _- _- +='^.w-'•-e'fa'. ¢U_
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'III A •/, .' -I
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I,I I 175 X.062 DEEP � � � ���''
„I GROOVE o
-' - - III €W€
T III - _- - - - - - o - --- -- - CO
I i (4) gB x 3/4"SMS INSIDE ELEVATION a
® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS d o z
III I AND 6-1/2"O.C.MAX.
- LITES CAN BE _ _
101
- -- — - - -_
o ---16 X.3,4".SMS
o-- _ - -- — --,-
B +II 0 3/8' FOM ENDS .175 X .062 DEEP
R _
I r 1 1 AND 4-1/2"O.C.MAX. GROOVE S'
R8 X 3/4'SMS _ --�
0 3/8"FROM ENDS -
AND 7'O.C.MAX. ------- -
E.9,:JAVAD AHMAD PRODUCT AFl1EWF.0 oY
_ _ CML U..V tUft*AfkfMi i
7/16"DIA.WASHER _\`� _ _---- - - - - - - - - - - - FLA.PE p 70512 BuBdiy mb
CAN.3538 $
DOOR PANEL $ °
24 GA. (.024)STEEL MIN. EXTERIOR M drawinOno.
DOOR PANEL 15/16"MIN. D.L.OPG. u ( 15 e
24 GA. (.024)STEEL MIN. GLAZING BITE 02-21
WINDOW WIDTH
sheet Sof 5
l • . Ili
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 5t' Edition FBC Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSFJ
.i
{
❑160 EXPOSURE;B9'x 7' Door=+24.3 -27.5 I
❑160 EXPOSUREiB 16'x 7' Door=+23.3 -26.0
60 EXPOSURE C 9'x T Door=+29.5 -.33.3 (1 story and max 15','
60 EXPOSURE C 16''XTDoor=+ 8 2 31;5 mean roof height)
171160 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 1 Vi
❑160 EXPOSURE D 16'x 7'Door=+34.3 -38.3 mean roof height)
0160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30';
F11 60 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof heighQ)
; .
❑150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7'Door=+20.4 22.7 j
❑150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 stbry 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'
❑150 EXPOSURE C 16'x 7'Door=+28.6 .-31.8 mean roof height)';,
i
❑150 EXPOSURE D 9'x 7' Door=+31.4 =35.5 (1 story and max 15'
0150 EXPOSURE D 16'x 7'Door=+30.0 -33.4 mean roof.Height)"
❑150 EXPOSURE D 9'x 7'Door=+35.4 -40.1 (2 story and max 30'
[]l 50 EXPOSURE D 16'x 7''Door=+33.9 -37.7 mean roof height),
Notes:-
Secure
otes: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) j
Miami Dade N.O.A.or Florida Product Approval#