HomeMy WebLinkAboutProduct Approval RFCEP-1 SEP 3 0 2015
Mi -DADE COUNTY
®SDE FILE COPY PRODUCT CONITROL 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 981"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 Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/
Window Lite Option(DP+48.0,-52.0 PSF)
APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,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#14-0814.08 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. 15-0302.01
MIAMi•nAOEcourrn Expiration Date:July 21,2020
..., , Approval Date:April 23,2015
W011(.1/v
Page l
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-0414.13"
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-07-4267,dated 06/29/2007,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-11-3206,dated 02/10/2011,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-T101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0217.02"
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.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door'prepared by
Hurricane Engineering&Testing Inc.,Test 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,Test 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#14-0814.08"
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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
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#09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted under NDA #09-0128.01"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/18/2008,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. 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-Cl 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#14-0814.08"
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.
04 5
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4"X 18 GA TOP FIXTURE 5-1/2'X 2-3/4"%0.1" V a
GALV, STEEL CENTER HINGE -- - PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER o
0 W/(4) #14 X 5/8'SNS 0 FASTENED TO END STILE WITH TO BE INSTALLED
WITHOUT DELRON SLEEVE(STD.) \`1, (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE 1
U 7-1/2"X 3"X.071" U&V.STEEL 1 SEE SHEET 4 FOR TOP BRACKET OPTIONS m
END ROLLER HINGE I O O I Z
W/(6) #14 X 5/8"SMS I OO I CENTER STILES A
WITHOUT DELRON SLEEVE (STD.) p SEE SCH. 'A' r w Q W
0 WITH DELRON SLEEVE(OPTIONAL) 1, - y
7-1/2"X 2-1/4•% .071" \ ,° --•— -- - -- I 0 a
oGALV. STEEL CENTER HINGE-- - �\` , — I N t7 T-
W/(4) #14 X 5/8"SMS LOCK
WITH DELRON SLEEVE(OPTIONAL) 2/DOOR O li
IL
CENTER HINGE ; ?�I"W X.15 THK.LATCII.
11
STANDARD LOCK �, r- I --- _. ... •... r 1% o N
SPRING LOADED SLIDE BOLT(80TH SIDES).,
�. FASTENED W 4 14% 1/2-S.M.S. i: _. _. ...._ ..... - —, U g Ula lu
5/8°MIN. LOCK ENGAGEMENT B ----- ---- I B z rc z J O N p1
CONFORMS TO SECTION 1008 REGARDING .� CI Q 7� F
GARAGE DOORS I g 0o u
v
.158 DIA.GALV. AIRCRAFT TYPE m
GABLE&NICO-PRESS SLEEVE
W/MIN. 5 TO 1 SAFETY FACTOR o0
7"X 3" X 0.1"
U _.—_ L •'T G WTI
STEEL PLATE
WITH (4) N14 %3/4" O 1 m —_ __ ___ _
SELF DRILLING SCREWS BRACKET BRACKET N Ij-
w
_
m N
STD. LIFT DOOR LOW HEADROOM 13 - w
TOTAL p OF DOOR OPTION �
a
17-
fn m o I
DOOR 'U'BARS AT 7-7/8"X 3-1/8"X .010' OPTIONAL VENTS I O 3 h
HEIGHT CONSISTS OF EACH DOOR OPTIONAL FLUSH FACE
STEEL PLATE (3) 5'WIDE AT 7'D.C. MAX. L q O Z
6'-6' 2 SECTIONS 18.2 SECTIONS 21' WOOD GRAIN DESIGN y
WITH (4) ®14 X 3/4"SDS OPNG.AREA NOT TO EXCEED 120 SO.IN. MAX. DOOR WIDTH a n
8'-9' 1 SECTION IB' J SECTIONS 21' ___ ut t�
7' 4 SECTIONS 21'- 16'-2" m C,J"
7'-3" - - 3 CENTER STILE DAD DOORS INC. Q N
r-6. 5 SECTIONS 18"- INSIDE ELEVATION _
7'-9' 4 SECTIONS 18'1 SECTION 21' OUTSIDE END STILE Hurricane Master®Model 0" High
1
B' J SECTIONS 18'2 SECTIONS 21' HANDLE RAISED PANEL EMBOSSED DOOR Max. Size T6'-2" X 16'-0" High ��
B'-3' 2 SECTIONS 18•J SECTIONS 21" With Window Lite Option
B'-6' 1 SECTION 18• 4 SECTIONS 21' X14 X 3/4�SELF DRILLING SCREWS MAY BE USED --. -
8'-9" 5 SECTIONS 21'1- IN ueu OF(f 14 x 5/8"sMs �,�DESIGN PRESSURE RATING = + 48.0 PSF m
S.
6 SECTIONS 18•- LOCK BAR GUIDES _ P ,.
9'-3 5 SECTIONS la'1 SECTION 21' 4 INSTALLED ON END S71LE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT '"
�� GENERAL NOTES e
W-15' 4 SEcnoBs 1e'2 SECTIONS 21' WITH(4) X14 %5/8"SMS
v-9" 3 SECTIONS 18'3 SECTIONS 21' 4 1. THIS PRODUCT RAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o w
10' 2 SECTIONS 18.4 SECTIONS 21• 18T X 6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014) ~
ENGAGES IN TRACK 3
10'-3' 1 SECTION 78' S SECTIONS 21' INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. m 3
ON EACH SIDE OF DOOR ( ) o " u
l '-6' 6 SECTIONS 21•- CENTER STILES SCHEDULE'A'
10'-9' 6 SECTIONS I9'1 SECTION 21' CENTER STILES CONFIGURATION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11• 5 SecnoNS 18'2 SECTIONS 21" OUTSIDE KEYED LOCK DOOR WIDTHS A OF CENTER STILES ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
1 P-3•4 SECTIONS 18'3 SECTIONS 21' OPTIONAL ® its li, ® i, l DRESSING OR STUCCO.
11'-6'3 SECTIONS 1B'4 SECTIONS 21' VIII -1111 IUll�+ulll 8'-0'70 9'-f0' 2 _ 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. a
LOCK BAR LOCKING SHOWN 10'-0-TO I1'-10' 2 0 m n=d q
11'-9'2 SECTIONS 18"5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN ,o-a o N
5 ALTERNATE TO t2'-o'TO iX-10-1 J v,
12' I SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT THESE DETAILS ARE NOT PART OF THIS APPROVAL
1Z'-J' 7 SECTIONS 21'- ��8'-0"TO 9•-10'� 14'-0'i0 15'-10' 4 —_ mor _
LOCKS SIIOWN ADOVE 5. A LOAD DURATION INCREASE.IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
12-8'6 SECTIONS 18'2 SECTIONS 21' DOOR WIDTHS 15'-11"70 18-2 S c
12'-9'5 SECTIONS 18-13 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
13' 1 SECTIONS IB'4 SECTIONS 21' BUILDING CODE, iA5-•202,7A5-201 &TAS-203 FOR HVHZ AND m
3--3'3 SECTIONS 18'5 SECTIONS 21' ASTM EI886-05/ASTIR E1996-09. n ,�
I3•-6" 2 SECTIONS 18'16 SECTIONS 21' —____...._- —__ _ Engr:JAVAD AHMAD a n
_13•-9' 1 SECTION 18' 7 SECTIONS 21' CML o
u' B SECTIONS 21'- �10'-0°TO 11'-10�-0°TO 11'-10" �14'-O'TO 15'-10" FIX PE I� 592 PR(1DUCF AF.HHWEp ., a
14'-3' a SECTIONS 15-13 SECTIONS 21' DOOR WIDTHS DDUN WIDTHS
CAN.3 J B�poB� � bB .
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14'-B'5 SEC TIONS 18'4 SECTIONS 21' A M tsm.I
11'-9' 4 SECTIONS ID'S SECTIONS 21, 6 II 8
I.
3 SECTIONS 18"6 SECTIONS 21' DOOM = 10 m I0 � �® ®� drawing no.
15'-3' 2 SECTIONS 18.7 SECTIONS 21' By�rn� L98-05-
15'-6' I SECTION 18' B SECTIONS 21' M( 1 T;n.pM f'aMM
is'-9'9 SECTIONS 21'- REFER TO SHEET 2 ��- 12'-0"TO 1J'-10_� 75'-1 f"TO 16'-2"
16' 6 SECTIONS 18'4 SECTIONS PI' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS sheet Of 6
SCEMN 4 SCEnON B SCETION 6
0
I
SCETION 3 SCETION 7 SCENON 7
IL
LCMN SCEBON 6
l9
---`—I- SCETION 5 -S-11 S I - I O Q
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4 SECTION a
DOOR I$ SL�flroN scEnGN 4
HEIGHT RANGE 6'-6'TO 7'-0' �• Ho. LL
(3)U-BARS SCETION.3 I I I I I SCETION 3 I II 0
........._ 1 I I SCETION 2 I --II I I SCENON 2 I I I I I I c m o
SCETION 5 SCETION 5 jpQQ�j��I I 01 0) m
s_._ N SCETION 1 I II I SCETION 1 O
11 --
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SCETION 4 I I I SCETION 4 8 SECTION DOOR 8 SECTION DOOR L6 z
_"'"" b -'-'----- -- -- --- HEIGHT RANGE 12'-6'TO 13'-3' HEIGHT RANGE 1J'-6'TO 14'-0' J O 1+1 J
SUCTION J I SCETION J IT - (5)U-BARS (6)U-BARS
Q�w�Ek'
SCETION 2 I SCERON 2 -11_—_ _... I�:= I SCE710N
1
SCETIO00
N f I I SCETION 1 SCETION B
5 SECTION DOD R 5 SECTION DOOR I SCETION 7
HEIGHT RANGE 7'-6'TO B'-0' HEIGHT RANGE 6'-3'TO B'-9' _
(3)U-BARS (4)U-BARS
o M
SCEPON 6
rzSCETION 6 -SCEZ TION 6 I o 00 W
SCERON 4 N on I
SCERON 5 - I I SCEnON 5 tl O Z N
SUET ON J
-
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SCETION 4 _._..- I SCERON 0
SCEnON 2 D] pI J v
SCETION J- -I_ I SCEnON 3
SCETON 2 I I I SCEMN 2
SCETION 1 SCETION 1 HEIGHT RANGE14'-3'TO 15'-9'
(6)U-BARS
6 SECTION 000R 6 SECTION DOOR - an
HEIGHT RANGE 9'-0'TO 10'-3' HEIGHT RANGE f0'-6• SCETION 10
(4)U-BARS (5)U-BANS
SCETION 9
SCEHON B
SCETION 7 _
SCIETION 6 SCETION 7 I a_
uT h
-'-' SCETION 8
SCEMN 5
—- SCEPON 5 -
SCETION 4 -
SCETION 3 SCETON 4
ER9r:JAVAD AHMAD :+ n R
emmmame
SCflION 2 - SCETION] FIA.PEME 70592 4ROpUCT RENEWED 1 Z
Fb1166 a §
SCEnON 1 SCETION 2 � 3 I 6 v` V
SCE710N 1 � C�
dra
7 SECTION DOOR _ wing no.
HEIGHT RANGE 10'-9'TO 12'-3' f0 SECTION DDDR 3 0 201 flyE+abnd l 98_0
(5)U-BAPS
HEIGHT RANGE 16'-0'
(6)U-BARS sheet Q of 6
24 GA. STEEL PANEL 4"u
0
Z fi
P u
® FLAPS BENT OVER PANEL g
,I r co
1/2'PUNCHED HOLES I O LL
�—.. ® 4°O.C.
USE REINFORCING 'U' BAR AT 0. 0 a Q Qp g l
;F01
P SECTION ONLY AT
16 GA.X 2-1/4"X 3/4"X 2- R SECTION DOORS I>i
CALV.STEEL U.OM REINFORCING TRUSS 16 GAT 2-U.BA X EINF %2° N
V- GALV, STEEL U.BAR REINFORCING TRUSS �
V BOTTOM TE PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES N_e
VERTICAL INTERMEDIATE STILES E D TWO _J I LL Z m
X14 X 5/8'•S.M.S.AND TO END STILE W/TWO k 14 X 5/B"S.M.S.AND TO END STILEW/FOUR X14%3/4'SELF ORILUNC 5. W/FOUR 8 14 X 3/4"SELF GRILLING SCR.1/2"X 1-3/4'X 16 GA.OPEN TUBE®TOPk BOTTOMS 3/16"POP RIVETSOF EACH PANEL AT 4"O.C. j ' oD
(6) FOR 21"STILES z p
® _ _ (5) FOR 18"STILES o
16 CA.X 2-1/4••X 3/4"X 2' w
GALV. STEEL UED REINFORCING TRUSS
1Ji
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/TWO 8 14 X 5/8••S.M.S.AND TO END STILE END STILE Z I=-•Z
11 A W/FOUR B 14 X 3/4"SELS DRILLING SCR. 0 00 W
.024"STL. PANEL (n mo I
IST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DOD 00 zc�
REINFORCING REINFORCING
rn�
OPTIONAL STOP MOULDING c6 Q N¢ J
BY DOOR INSTALLER n p-_
STEEL TRACK BRACKET FASTENED �
TO WOOD JAMB WITH 3/4-X 2-X 2-1/2°X.049'STEEL
5/16°X 1-5/8°LAG SCREW ..N14 X 5/8"SMS END STILE.CONNECT TO PANELS WITH
(FULLY THREADED) a PER HINGE
FLAPS AND (5) OR(6) 3PANE ALUM RIVETS
HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X .058"FORMED STEEL SEE DETAIL ABOVE .SOLID BRASS DOOR VIEWER
SOUTHERN PINE GLUED TO PANEL AND SECURED TO W
0,55 S.G. END STILE WITH(4)3/16"POP RIVETS BY 'SCHLAGE SECURITY HARDWARE' u�i in
1-7/8"x 2-5/8-x 049'STEEL EDGE ^j INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE y
.`a°. / / DISTANCE-
-CENTER
o W
.�� -CENTER STILE,GLUED AND RIVETED POSITIONED AT EYE LEVEL
TO PANEL W/(4) 3/16"RNiA
TS
2" MIN. H 14 X 5/8"S. o : _ � 3/16EO T. 4/HINGE •• �e • I.1I3/8"POWER-BOLT BY'POWERS'2'MIN. EMBED INTO CONC.MIN.EDGE DIST.ONE PER BRACKET1.9"X 2.19"X 3.3'X.090' SEE SHEET 3 FOR BRACKET SPACINGSTEEL TRACK BRACKETS- I ISEE SHEET 3 FOR SPACINGE,,,;JAVAD AHMAD
I CML pp�F RMV/ED CAE 3892saonifi yw�!dwFla"1/4-20 SS BOLT IBdIKI�CoAe7-1/2"x .Oso J INTERIOR SIDE .071" NDT Aae�T�em loo 6D� 34 ;e!GALVSTEEL INGEo-�t!fLSTEEL TRACK CENTER HINGE14 CA X 2-1/8'X 1'(STANDARD) .X .50"STEEL ROLLERS (STD.) By 12 GA %3-5/I6"% 1-1/2'(OPTIDNAL) 7/8"PUSHNUT .50" NYLON ROLLERS (OPTIONAL) qOC M ' ppOFASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2,75OAA. X 50" STEEL ROLLERS (OPTIONAL)- U O Z015 Pfp- 91 8-05
W/ 1/4-20 X 5/8"TRUSS HD.
SLOTTED M.S.k LOCK NUTSECTION B-B 2.75'DIA. X .50"NYLON ROLLERS (OPTIONAL) Sheel 3 0f 6
WITH 5"STEM
POP RIVETS 5/16"X 1-5/8'LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, 1-1/2"X 1/2°X 1/8'HORIZ.ANGLE
2' 2-3/4"X 5-1/2'X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS FOR DOOR HEIGHTS WI 7 FT.
/ WITHOUT INSULATION OR WINDOWS, o
e//{ GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY E%REEDING 8 FT. IN HEICHT- \ 2'X 12-SX 1/8"HORIZ.ANGLE � �1
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET 11 p-- FOR DOOR HEIGHTS ABOVE 7 FT.OR
FASTENED W/(6) # 14 X 5/8"S.M.S. - - / II 1 DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ,TRACK O FF
090 7HK.CATV,STEEL ADJUSTABLE 2_1/2•X 4-1/4-X 13 GA.STEEL PLATES WITH TWO YIELDS AT 1-1/2"APART Z N
SLIDE FASTENED TO BRACKET - - A f J FIRST AT 3°O.C., REST AT 9"O.C. f"W N
W/5/16-18 X 3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE -- CONNECTED TO FLAG BRACKET ANGLE Q 6
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X 3/4"BOLT&NUT 0 W 'a
_ _ WITH (4) 1/4-20 SS. BOLT& NUTS - HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH
TOP BRACKET (2) 1/4-20 X 5/8'BOLT&NUT IL
O 1
(STANDARD) TOP BRACKET
(OPTIONAL) 0 n
LOW HEADROOM DOOR
--� 14 GA. GALV.STEEL TRACK C
J<_ HORIZONTAL REINFORCEMENT VERTICAL TRACK 0 a Q S
1/2"X 1-3/4"X.058'FORMED STEEL 2-1/8'X 1"X.080" 0 dl tr-
GLUED TO PANEL AND FASTENED TO _ _ SECTION A-A
VERTICAL STILES WITH 2"X 5-1/2"X.104" �y 3
(2)3/16'POP RIVETS CATV.STEEL. LL Z 0):a
FASTENED W/ 4) 14 X 5/8'S.M.S.
T0�ROLLER BRACKET FOR to�j-
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q Z Ty
HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 B515.-
r
B7 88 41 ei ,`.
1/2"X 1-3/4'X,058'FORMED STEEL
GLUED TO PANEL AND FASTENED TO 6'-0" 16 18" 16" IB"N/A 1"TO 2"11-3/4" 23" 34" 45" 67" -
VERTICAL STILES WITH 6'-6" 21"1B" 18"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 67"
/(2)3/16"POP RWETS - -- _
7'-0" 21"21" 21"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 67"
X5/16" MEETING RIB 7'-6" 18"18" 18 18" 18 1"TU 2"11-3/4" 23" 34" 45" 7" 78-1/4 8'-0" 21"18" 18" 11-3/4" 23" 34" 45" 67" 78-1/4" eO
1.82' DIA X.50'STEEL ROLLERS
,,"W/.44 DIA X 5"STEM = —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM I o r1
.® x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
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OPTIONAL INSULATIONS: K 0o: I <LJi.
BY'DYP ST PROD ICT
Z8
EPS-EXPANDED POLYSTYRENE p o m __) 1.9'X 2.19'X 3.3"% .090" - Z
DENSITY- 1.05 PCF STEEL TRACK BRACKETS / — Z rc
N.OA 811-0926.07 n 2-3/16"HIGH EI (n Obi'z'
0 I
OR m CONNECTED TO TRACK WITH I a. �
- ISO-25 POLY-ISOCYANURATE ) 1/4"DOLTS&NUTS. / E! p 3 0 N
_ DENSITY-2.0 PCF I j O Z
�i N.OA#11-0926.06 m - / I q =
OR Ln
BY'CFI I OFO0.M NORTH AMERICA' j / ED
DENSITY- 1.03 PCF m
N.O.A.#10-1129.04
OR
BY'INSULFOAM LLC'
DENSITY-0.92 PCF m
N.OA #14-0311.08
'® 14 GA.GALV.STEEL t'$
ROLLER HINGES FASTENED
W/(6)y 14 X 5/B"SMS m 0 0
MIN. 024'ROLL FORMED STEEL PANEL ¢ €
DRAWING DUALITY 0-40
MIN.YIELD STRENGTH-39 X51
WITH PRIMER AND RAKED-ON TRACK CONFIGURATION
POLYSTER PAINTED TOP COAT v e v
.;I APPLIED TO BOTH SIDES OF STEEL
n
a _ _
c a a m
cam^
12 GA.GALV.STEEL y
BOTTOM BRACKET FASTENED VERTICAL LIFT HIGH LIFT STANDARD LIFE LOW HEADROOM
W/(4) N 14 X 5/8"SMS
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Engr:JAVAD AHMAO PRODUCTRENRWFD
CIVIL
FLl PE A 70592 as®P1P!6 ritl1theFb1Wa I
0 BOTTOM SEAL OPTIONS CA.N.3538 BUIIlilb Code e o o c
SEE SHEET 5 Ameplm�oo No� ' w 3
S u
t =7
fay drawing no.
SECTION A—A 2015 MAT- G-M,
SEE SHEET 2 FOR LOCATION 9$-05
OF REINFORCING TRUSSES sheet 4 of
\ ADGE REINFORCEMENT (� m
1/2'x 1-3/a'x.osg^
p8 X 1" FORMED STEEL o
SELF DRILLING SCREWS —1-1/2"MIN. ORV— �8 X 1'GE DIST. o m 3/16"'RNEx'STEEL RNE15 OORLF DRILLING SCREWS0
MULTIGRIP W/DOME HEAD 3/16''RNEX' STEEL Rims
AT 48'O.C.
MULTIGRIP W/DOME HEAD
3 AT 48'O.C.
REINFORCEMENT IL u
1/2'X 1-3/4"X.058" d rro
FORMED STEEL O O O
2BY \\� 1/4'DIA. LAG SCREWS 2BY 1/4"DIA M SCREWS G k
AT 6'FROM ENDS y `AT 6'FROM ENDS
WOOD BU 11'\ WOOD BU _
I \\ AND 11'O.C.MAX, i \� AND 11"O.C. MAX.
W'STRIP ADAPTER o
I I ALUMINUM
STEEL
STRIP ADAPTER O a Q g l
RUBBER W STRIPPING O
RUBBER W'STRIPPING 00 a��
.2245
LS2J 'L�rJ1�4 .700 .040—�B ��IO Q E+
Qbf
T4- 1.7sD—I� ��
- 1.790
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
m
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w Lal M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN yr Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
ZFOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ANCHOR SPACING " F uj
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED I SPACING JEDGE DIST. — W u
3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 _ 8' 2' 8 01 p 1
3/8n CONFLEX BY ELCO FILLED BLOCK 2" 8' _ 3-] 4" a 0_
5/16'X 1-5/8' 3 8"DYNABOLT BY'ITW _ CONC, 1-1 2 Q 3 a
LAG SCREWS STEEL STRUCTURE BY OTHERS 3 B POWER-BOLT BY`POWERS CONC. 2" 8' 2' O Z
AT 11"O.C. MUST SUPPORT THE LOADS IMPOSED 3 B"SLEEVE-ALL BY SIMPSONS' CONC. 1-1/2-1 8' 3" D o
BY DOOR SYSTEMLn
CONCRETE I'c-3000 PSI MIN. Q N 3
C-90 GROUT FILLED BLOCK I'm p x
5/16'DIA.BOLTS N
,•p•' - (-WITH WASHER&NUT
k" _ - AT 12"O.C. MAX. EDGE DIST.
WOOD BUCK CONNECTION TO MASONRY IIII
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH � $
1/4'ULTRACON BY'ELCO'WITH SPACING OF IZ
12'0.C.INTO GROUT FILLED BLOCK WALL.WITH 2-1 4"MIN. EMBED %2-1/2X 14 G9O.C.INiO J000 P51 CONCRETE.WRH 1-3/4'MIN/EMBED 1-1/2' 1-1/2" CONT.STEEL ANGLEI 1-1/2" p2-1/2'MIN.EDGE DISTANCE 1612 GA.GALV.STEEL1/4'TAPPER BY'POWERS'WITH SPACING OF FLAT BRACKETS f3'LONG 8"O.C.INTO GROUT FlLLED BLOCK WALL.WITH I-1 2'MIN. EMBED 1/16"%2-I/2 2-1/8-X 1'X 14 GAI AT 12"O.C.IN DOOR OPNG.9'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED FILLETWELDS AT 18"O.C.ABOVE DOOR OPNFASTENDE TO TRRAC K PLATES
3"MIN.EDGE DISTANCE AT 12'O.C. MAX. CONNECTED TO CONT.ANGLE �W/(2) 1/4-20X5/8"TRUSS HD.3/8'CONFLEX BY'ELCO'OR W/(3)SPOT WELDS AT EACHSLOTTED M.S.&LOCK NUT iri
3/8"LDT BY'UW'WITH SPACING OF CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
21"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED 0
TO WOOD SUCH TO STEEL TO CONOREJE AND FlLLED BLOCKo o_
3"MIN.EDGE DISTANCE •S S
3/8'HLG SLEEVE BY'HILTV WITH SPACING OF
8"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4'MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION
11"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2"MIN.EDGE DISTANCE m
En9r:JAVAD AHMAD
PREPARATION OF JAMBS BY OTHERS CrAL PRODUCT RENEWED �
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.0.N. 30592 as wilA dw Fkfids o I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED �� •• u 3
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY -_
BUILDING OFFICIAL UPON INSPECTION. O 2D15 BY Browing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB= (16.17' X 48 PSF)/2=388 Lbs per Fl.
MAXIMUM INTERIOR(-) LOAD PER JAMB - (16.17'X 70 PSF)/2 - 420.4 Lbs per Fl. 9heel
Sof 6
.500 F"-x-250 � mQ
*PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
2a Ga. (.aza)STEEL Mw. SEE EVIDENCE PAGE Z
O IFZw
1.765 1.725 2
O
7/16°DIA WASHER d
I.1-04
O
#8 X 3/4"SMS 21 3/4' [ O w M
1 .1 i II 0 3/8"FROM ENDS MAX. .176 800 d.0 Q Q 8
O 11 IIII I I AND 7"O.C.MAX. WOW. WIDTH 031-12
G
I r X * EXTERIOR FRAME * INTERIOR FRAME 00 n
11 I'Y'i w 18 1/e' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
(4) #B X 3/4"SMS a = O MAX. Q W 0{,o
VIII II
UNG-3/8"FROM ENDS m J u'Z N f L1
1 III I AND 6-1/2^O.C. MAX. o N d O.L.O. / J 02 t(MVy_Q
LI
IIII .175 X.062 DEEP N 1�Q �: .: Vii. / /•
IIII GROOVELj
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/4"POLYCARBONATE LEXAN �' �' 00]
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IIII GROOVE V N
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I;! (4)#8 X.3/4-SMS INSIDE ELEVATION
® 1-3/8'FROM ENOS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v6.
o
nn0 5-1/2^D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
�-� 1 I #8 X 3/4'SMS C'
0 1 I III I ®3/8"FROM ENDS 175 X.062 DEEP
`� j 1 AND 4-1/2"O.C. MAX. /—GROOVE
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\�� I QB X 3/4"SMS O
0 3/8^FROM ENDS
AND 7^O.C. MAX. T -
_ -______- Erig,._ En9rt JAVAO AIIMAD I G
CML
7/16"Olh WASHER �\ - -- - - - - - - - - - -- A.M.n6 Z.
� CfBH�1trPf , o
7Ctro�de
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DOOR PANEL EXTERIOR �p r --,
24 GA. (024) STEEL MIN,
DOOR PANEL 15/16"MIN. D.l.OPG. 22015 By drawing no.
24 GA.(.024)STEEL MIN. GLAZING BITE MIS EkMuctCglf0) 98-05
WINDOW WIDTH
shee��
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
1-1160 EXPOSURE B 16'x 7' Door =+25.6 -28.6
❑160 EXPOSURE C 9'x 7' Door = +32,.4 -36.6 (1 story and max 15'
F1160 EXPOSURE C 16'X 7'Door =+31.0 -34.5. mean roof height)
❑160 EXPOSURE C 9'x 7' Door =+37.4 -42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7'Door +35.9 -39.9 . mean roof'height)
❑160 EXPOSURE D 9'x 7' Door=+39.3 -44.4 .(l story and max 15'
F1160 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'
❑-t6G-EXPOSURE-D-16'7,x-7'-Do`or=- 42:5-47:4 mean roof height)
F-11 50 EXPOSURE B 9'x 7' Door =+22.8 -25.8
Ell 50 EXPOSURE B 16'x 7' Door =+21.8 -24.3
❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
Ell 5.0 EXPOSURE C 16'x 7' Door=+26.4 -29.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30'
❑150 EXPOSURE C 16'x 7' Door=+30.6 -34.1 mean roof height)
F-11 50 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# � ®