HomeMy WebLinkAboutProduct Approval FILE Copy
MIAM1•DADE 1V11Ahli DADE COUNTY
d PRODUCT CONTROL SECTION
11805 SSV 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOWIIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599.
NOTICE OF ACCEPTANCE (NOA) %vtvw.miamidade.Eov/cconomy
DAB Door Company,Inc.
12195 NW 98`h Avenue
Hialeah Gardens,FL 33018
SCOPE: X
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 up to 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No.05-03,titled"Sectional Garage Door", sheets 1 through 5 of 5,
dated 05/16/2005,with revision F dated 11/03/2014,prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number, approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of-any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami,-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA##I1-1219.12 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.14-0814.03.
09
Expiration Date:March 29,2017
MIAMI DAbE COUN IY -'
."• l WMW Approval Date: February 5,.2015
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through.5 of 5,dated
05/16/2005,with revision F dated 11/03/2014,prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA # 09-0128.06"
1. Test reports on 1)Uniform Static Air Pressure-Test Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional
Gar
ge Door with Fixed Windows, prepared by Hurricane Engineering&Testing,Inc,Test
Reports No.RE TI-08-2149A/B,dated 06/27%2008,signed and sealed by Candido F.Font,
P.E.
2. Test report of Tensile Test per ASTM E 8,.Report No.HETI 084182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font,PE.
"Submitted under NOA#06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E.
Droz-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors", prepared by
Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 05/11/2005,signed
and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA #03-0210.04"
5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998_, signed by W.A.
Jackson,P.E.
C. CALCULATIONS
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.
"Submitted under NOA*#09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq;P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 14-0814.03
Expiration Date:March 29,2017
Approval Date:Febtuary 5,2015
E_-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 expiating 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-CI 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 02124/2016.
"Submitted under NOA #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
1. Statement letter of code conforniance to the 5`'edition(2014)FBC and of no financial
interest issued by Al-Farooq Corporation, dated 05/13/2014,signed and sealed by
Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 14-0814.03
Expiration Date:March 29,2017
Approval Date: February 5,2015
E-2
' 7-1/2^X 2-1/4"X 18 GA. TOP FIXTURE 5-1/2"X 2-3/4"X 0.1"
CALV.STEEL CENTER HINGE � PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
W/(4) #14 X 5/8'SMS � 'gyp ��` FASTENED TO END STILE WITH T ANY CENTERBE ED AT
p WITHOUT DELRON SLEEVE (STD.) i (6)A14 X 3/4'SELF DRILLING SCREWS
p 7-1/2"X 3"X-071'CALV.STEEL r O O 1 CENTER STILES Z
END ROLLER HINGE i c�
I 'A' 2
iF.
W/(6)X14 X 5/8"SMS- SEE SCH.1 O O r-�A f W aq
WITHOUT OELRON SLEEVE(STD.) r
WITH DELRON SLEEVE(OPTIONAL) 1� / Oo
p 7-1/2"X 2-1/4"X.071^ \ ° — - --- 0
GALV.STEEL CENTER HINGE �� rU
p W/(4) #14 X 5/8`SMS � � � �
O WITH DELRON SLEEVE(OPTIONAL) --__-2/DOOR C 0 ��T3
CENTER HINGE / I 00 0°T 8
I I 1'W X.15 THK. LATCH
11 STANDARD LOCK \ + C --_Q_-_ A 1 -- I o cat a Q N LL
SPRING LOADED SLIDE BOLT(BOTH SIDES) �\B V _ V y V -- __- B w o i a LL 2 12
FASTENED W/(4) }f 74% 1/2"S.M.S. I =rn rn .1 i7
5/8"MIN.LOCK ENGAGEMENT ` �" W 0 0 0 0 o f
CONFORMS TO SECTION 1008 REGARDING GARAGE D00)T 0�j
0 I
.158 OW.GA
AIRCRAFT TYq
p I s— -'- -�s _-_V-_ 'J m _Y�� •�I, m
CABLE k NICO-PRESS SLEEp r �9
Yf/MIN.5 TOCI SAFETY FACT
0
STEEL PLATE p V V V 0 I,j M
WITH (6) #14 X 5/8'SMS p QW Q
K
BRACKET BRACKET �'+ (U= a
STD. LIFT DOOR LOU HEADROOM v' - -- ILA 6 Z Z W"
DOOR OPTION -m w
TOTAL j OF I -- - -r (J7 ma I
DOOR U.
BRAS AT OPTIONAL VENT OPTIONAL FLUSH FACE
HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8'X.010" (3)5'WIDE AT 7^O.C.MAX. (___A I- O Z 0
6'-6' 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE OPENING AREA NOT TO EXCEED COLONIAL DESIGN Yf000 GRAIN DESIGN
WITH (4) #14 X 3/4^SDS 120 50. IN. _ Q
6'-9' 1 SECTION IB' 3 SECTIONS 21` 5 MAX. DOOR WIDTH N Q r0 W
I. 4 SECTIONS 21'- 18'-2" M 0)J "
7'-6' 5 SECTIONS I8"- ¢O
7'-9' 4 SECTIONS 18'1 SECTION 21' CENTER STILE DAB DOORS INC.
INSIDE ELEVATION Hurricane Master®Model 824/811
B' 3 SECTIONS 18'2 SECTIONS z1' 6 OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 18'-2" X 16'-0" High O
B'-3" 2 SECTIONS 18'3 SECTIONS 21' HANp� END STILE
8'-6" 1 SECTION 18' 4 SECTIONS 21' With Window Lite Option
8'-9' S SECTIONS 21'- I4 X 3/4"SELF DRILLING SCREWS MAY BE USED
IN LIEU OF Ala x 5/e'stns DESIGN PRESSURE RATING = + 40.0 PSF w
9' 5 SECTIONS 18"- U
9'-3' 5 SECTIONS 18'1 SECTION 21' LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT — 44.0 PSF
9'-6' 4 SECTIONS 18'2 SECTIONS 21' INSTALLED ON END STILE GENERAL NOTES
9'-9' 3 SECTIONS 113'3 SECTIONS 21' 7 WITH (4) #14 X 5/8'SMS a R
f0' 2 SECTIONS I8"4 SECTIONS 21' 4 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -P
10'-3' 1 SECTION 18" 5 SECTIONS 21' 1BT X 6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FIFTH EDITION(2014) qq 33
f0'-6'6 SECTIONS 21'- ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). v C U
ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' v W
10' 9'6 SECTIONS 18'1 SECTION 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11' 5 SECTIONS 18'2 SECTIONS 21' OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 22
1 V-3'4 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS #OF CENTER STILES DRESSING OR STUCCO.
11'-6'3 SECTIONS 18'4 SECTIONS 21' 8 OPTIONAL Iloilo® 8'-0'TO 9'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL B£ZINC PLATED CARBON STEEL.
11'-9'2 SECTIONS Ie'5 5ECTIONS 21' LOCK BAR LOCKING SHOWN 0, 10'-0'TO I1'-10' 2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o 2" '�o
12' 1 SECTIONS 18'6 SECTIONS 21' ALTERNATE TO 12'-0'TO 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
12'-3' 7 SECTIONS 21'- SPRING LOADED SLIDE BOLT I� I 14'-0'TO 15'-10' 4 ' - ^-
8'-0"TO W-10" 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m O u o
12'--6" 6 SECTIONS IB'2 SECTIONS 21' LOCKS SHOWN ABOVE DOOR WIDTHS IS'-11'To 18'-2' S w`
12'-9'S SECTIONS 18'3 SECTIONS 2I' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA —�
13' 4 SECTIONS 18"4 SECTIONS 21' � ISI BUILDING CODE,TAS-202,TAS-201 k TPS-203 FOR HVHZ AND ,o
IS-3'3 SECTIONS 18'5 SECTIONS 21' 9 III III® ® Ip II1 ASTM E1886-05/ASTMEng JAVA0IAI9Ap09 j
13'-6'2 SECTIONS 18'6 SECTIONS 21' 11.. 11 --3V ,
13'-9' 1 SECTION IB' 7 SECTIONS 21' CML w
FLA.PE/70592 HtOpllCLiEYISFD
14' 8 SECTIONS 21"- I n
14'-3'6 SECTIONS 18'3 SECTIONS 21' I 10'-0"TO WIDTHS
' _I I 14'-0"TO 15'-10` _I CAN.35J8 •,
14'-6' 5 SECTIONS 18'4 SECTIONS 21' AcceptDOOR WIDTHS DOOR YIIDTHS gyRdiny Cade 15 V
14'-9'4 SECTIONS 18'5 SECTIONS 21' Expiteeoce tJo D ' X
15' 3 SECTIONS 18"6 SECTIONS 21' 10 m 00111 D 0 0 �0® Q g"10- 13 B'�'~ion2 ' O
drawing no.
15'-J'2 SECTIONS 18"7 SECTIONS 21' _ 2 14 By
15'-6' 1-SECTION 18' 8 SECTIONS 21' 1 Cosim 05-03
15'-9' 9 SECTIONS 21'- 12'-0'TO 13'-10` _I I 15'-11`TO 18'-2" -I sheet I of 5
16' 6 SECTIONS 18'4 SECTIONS 21' 11 DOOR WIDTHS DOOR WIDTHS
24 GA. STEEL PANEL �
' N
O
- 1/7."% 1-3/4"X 16 GA Z F. tip
FORlJ OF EACH PANEL TUBE 0 ®, FLAPS BENT OVER PANEL-\
� Q tau mN c�
16 GA X 2-1/4"%3/4"X 2" a '
CALV.STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES - - -
V!/TWO# 14 X 5/8'S.M.S.AND TO END STILE 1/2° PUNCHED 4"D.C. I I O
1'!/FOUR d 14 X 3/4'SELF DRILLING SCR.
CD 0:
3/16"POP RIVETS I Q N 4J E`j
16 GA X 2-1/4"X 3/4'%2- AT 4"O.C. I �{,Z
16 GAT 2-U.BA X EINF %2" - I L -1D
GALV.STEEL U.BAR REINFORCING TRUSS _�L_._ _ CALV.STEEL U.BAR REINFORCING TRUSS (6) FOR 21"STILE S J CI 41
®BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE SBLES (5) FOR 18'STILES Q w{�
VERTICAL INTERMEDIATE STILES W/TWO V!/TWO 111 14 X 5/8"S.M.S.AND TO END STILE
914 X 5/8'S.M.S.AND TO END STILE W/FOUR b 14 X 3/4'SELF DRILUNG SCR.
W/FOUR#14 X 3/4'SELF DRILLING S. - _ _ I6 GA X 2-1/4'X 3/4"X 2"
GALV.STEEL U.BAR REINFORCING TRUSS
1/2'X 1-3/4'X 16 GA. - - _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
OPEN TUBE 0 BOTTOM V!/TWO# 14 X 5/8"S.M.S.AND TO END STILE
OF EACH PANEL V!/FOUR� 14 X 3/4"SELF DRILLING SCR. I ��
O �
O
Q M
M
O ® w Q J
BOTTOM SEAL
___.058 ALUM PLATE U 2 <
WITH 1/8"X 1"S.M.S.0 27'O.C. - - END STILE ;s Z
AND RUBBER VIEATHERSTRIPPING _ .024'STL.PANEL Q rn o `I
0
1ST SECTION (BOTTOM= INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DOOR o O
REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS v Up Z x
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL MEN
'n .o"1..rnOPTIONAL STOP MOULDING m NQBY DOOR INSTALLE 14 X 5/8'SMS O -x k'
STEEL TRACK BRACKET FASTENED 6 PER HINGE
TO WOOD JAMB WITH 3/4"X 2"X 2-1/2'X.049'STEEL �-
5/I6"X 1-5/8"LAG SCREW 1 2'% 1-3 4'X.058'FORMED STEEL END STILE, CONNECT TO PANELS WITH
/ / FLAPS AND(4)3/16"ALUM RNETS
(FULLY THREADED) GLUED TO PANEL AND SECURED TO (4)3/16' SEE DETAIL ABOVE
HEX WASHER HEAD TYPE A SOLID BRASS DOOR VIEWER
END STILE WITH 3/16°POP RIVETS® 12'O.C. POP RIVETS � G W
AND PUNCHED FLAPS BY 'SCHLAGE SECURITY HARDWARE' w „
SOUTHERN PINE 3/4"X 1-7/8"X 2-1/2"X.049" EDGE _ INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE a g
0.55 S.G. _ :tea; STEEL CENTER STILE, OijS
<� FOR OVANTITIES SEE SHEET 1 DISTANCE `� POSITIONED AT EYE LEVEL o w
GLUED AND RIVETED TO PANEL - 13
1 MIN. / � 14 X 5/8'S.LI.S. (2)3/16' pJ•':�. x-11.3/16 i b z 3
4/HINGE POP RIVETS =
I
1-3/16"1 ly 3/8"POWER BOLT BY'POWERS'
2"MIN. EMBED INTO CONC. g o o w
2'MIN.EDGE DIST. �+ _9 g
ONE PER BRACKET
1.9"X 2.19"X 3.3"X.090" SEE SHEET 3 FOR BRACKET SPACING u c w w
STEEL TRACK BRACKETS I 1 I O
SEE SHEET 3 FOR SPACING
i Engr.JAVAD AHMAD
(2)3/16"RIVETS CML PRODUCT REVISED j
TOP h BOTTOM I FLA.PE&70592
C.A.N.3538 mak$ I8Wfhthe Fkgid4 8 a e
1/4-20 SS BOLT
STEEL TRACK 7-1/2'X 3"X.071" Amgteme W °d�14 03 0 8
7-1/2"X 3"X .071" dl NUT o` fi
14 GA.X 2-1/8"X 1"(STANDARD) CALV.STEEL CENTER END ROLLER HINGE / `'/ �
12 GA.X J-5/16'X 1-1/2'(OPTIONAL) 7/16"PUSH HINGE 1.82"DIA.X.50"STEEL ROLLERS (STD.) q AA by drawing no.
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA.X.50" NYLON ROLLERS(OPTIONAL) 2U�Y Mho"V-de Pro"coe4oi
W/1/4-20 X 5/8'TRUSS HD. 05-03
SLOTTED M.S.&LOCK NUT INTERIOR SIDE 2.75" DIA. X.50"STEEL ROLLERS(OPTIONAL)
SECTION 8-B 2.75"DIA.X.50"NYLON ROLLERS (OPTIONAL) sheet 2 ofsheet 2 of 55
WITH 5"STEM
RIVETS 5/16"X 1-5 8"LAG SCREWS INTO WOOD OR 2 X 2 X 1/6"HORIZ.ANGLE/POP / HORIZ.TRACK SUPPORT, SPOT YIELDED TO HORIZ.TRACK a
2' 2-3/4"X 5-1/2"X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORSWITH TWO WELDS AT 1-1 2 APART GALV.STEEL WITH 1-1/4-EMBED INTO MASONRY EXREEDING 8 FT.IN HEIG / F
TOP ROLLER BRACKET ON EACH SIDE / F FlRST AT 3'O.C. I
FASTENED YI / 3 PER BRACKET
/RA >� 14 X 5 H S.M.S. _ _ A +, REST AT 9'O.C. No
CONNECTED TO FLAG BRACKET ANGLE
YI/3/8-16 X 3/4"BOLT&NUT 0 A
090 THK.GALV.STEEL ADJUSTABLE 2-1/2°X 4-1/4"X 13 GA.STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
SLIDE FASTENED TO BRACKET - - YIELDED TO 1-1/2'X 1-1/2"X 14 GA ANGLE -- A+J (2) 1/4-20 X 5/8"BOLT&NUT
W 5/16-18 X 3/4"HEX HEAD FASTENED TO TRACK
AI.SCREVIS&NUTS. I'lITH (4) 1/4-20 SS. BOLT& NUTS - -- HORIZ.TRACK LENGTH - OPENING HEIGHT PLUS 12" 0 O
TOP BRACKET - - p
(STANDARD) a O
TOP BRACKET ^A
LOW HEADR00).T DOOIONALR VERTICAL TRACK JFV
--1 14 GA.GALV.STEEL TRACK 2-1/8"X 1"X.080' VVV8 G
HORIZONTAL REINFORCEMENT SECTION A—A p �, g
p N
1/2'% 1-3/4"X.058°FORKIED STEEL p +o�N�� �Q
CLUED TO PANEL AND FASTENED TO 2"X 5-1/2"X.104"
VERTICAL STILES WITH
(2)3/16-POP RIVETS FASTENED W q GALV.STEEL
/() q 14 X 5/8"S.M.S. Q w
TOP ROLLER BRACKET FOR LL Z e)
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS J _
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2NDI.3RD14TH15THI 131 132 83 BdBS B6 87 B8 Q b f L
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"
_ (2)3/16'POP RN1"ETS 6'-6' 2 18" 18"21"N/A 1"TO 2"11-3/4" 23" _ 34" 45" 56" 67" -
9 6"MEETING RIB 7'-O' 21"21" 21"21"N/A I"TO 2"11-3/4" 23" 34" 45" 56" 67" -
7'-6" 18" 18" 18" 18" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
p� 1.82' DIA. X .50"ROLLERS i 8'-0' 7.1"18" 18" 18" 21"1"TO P"11-3/4" 23" 34" 45 56" 67" 78-1/4" 0_ a0
d;p .44 DIA.X 4-1/4"STEM p
® =w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM p M
OPTIONAL INSULATIONS:
= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 1D" O.C. tJ M
Ld
DY'OYP eSr PROD Tc L Z O Q J
EPS-EXPANDED POLYSTYRENE a g m aa L_
DENSTIY= 1.05 PCF o m 1.9'X 2.19"X 3.3"X.090" Q U a
N.OA.X11-0926.07 STEEL TRACK BRACKETS / ZZ
OR n 2-3/16'HIGH / 00 w
ISO-25 POLY-1
SOCYANURATE m CONNECTED TO TRACK WITH % Q V7 CD 0 1
DENSITY=2.0 PCF ) 1/4'BOLTS&NUTS. Z X Q
N.OA 111-0926.06 / O O 3
OR m U O❑Z=�
BY'CELLOFOAM NORTH A4ERIGA' aa
DENSITY= 1.03 PCF j 1n
N.O.A.#10-1129.04
OR
BY'INSULFOAM LLC'
® DENSITY=0.92 PCF a
N.O.A.014-0311.08 m -TTT
/ O
M / /
®' 14 GA. CALV.STEEL FEE ROLLER HINGES FASTENED N GVl/(6)J14 X 5/8'SKIS '
n
MIN. 024'ROLL FORMED STEEL PANEL o
DRAWING QUALITY 0-40
MIN.YIELD STRENGTH =34 KSI a
YBTH PRIMER AND BAKED-ON o a i
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
a .A
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM
u 0-121'
12 GA GALV.STEEL DOUBLE TRACK
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
J YI/(4)014 X 5/8"SMS
Engr:JAVAD AHMAD m
BOTTOM SEAL CIVIL PfIODIlCil4BV1"SED j
v
.058 ALUM PLATE F C.AN.5538582 Is oy wf*the Flwide k.
6
WITH 1/8'X 1'S.M.S.. ® 4B"O.C. Bw A
AND RUBBER WEATHERSTRIPPING E Tb 4 D3 S v t
--�
droving no.
SECTION A- Frodlul cwmd
SEE SHEET 2 FOR LOCATION shoe 53 of 5
OF REINFORCING TRUSSES
3 4" r' Q
AIN. n
DGE
01ST.
r i 1-1/2"MIN. o
I GE DIST. I m Z
0 cs
3� w �o N
k-
WOOD
N•$2BY 1/4'ON.LAG SCRE2Y 1/4'DIA.LAG SCREWS ❑SAT 6"FROM ENDAT 6"FROM ENDSO BU I WD00 BU I p
AND 12"O.C.AIAX. I AND 12"D.C.MAX. n
I I V C r{
giV2 8
C
0
ZryN_ pI
c
OPTION 'A' OPTION 'B'
ct: m
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN,) O o
to
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT O La)to
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Ld
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Q
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ¢ Zt1I
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING (7 -m W
ANCHORS STRUCTURE EMBED SPAGNG EOGE DIST. -i
(/{ m C I
3/8-HLC SLEEVE BY HILT) CONC. 1-1 4' 8" 2" Z of ,o
5/16"X 1-5/8' 3 0"CONFLEX BY'ElCO' FlLLED BLOCK 2' 8' 3-3 4' O O 3 N
LAG SCREWS 3 8`DYNABOLT BY'ITW' GONG. 1-1 2 8" 2-3 4' F O Z
STEEL STRUCTURE BY OTHERS 318-POWER-BOLT BY'POWERS GONG. 2' 8` 2" w 0 = o
AT 12 O.C. -MUST SUPPORT THE LOADS IMPOSED ¢¢
3 B"SLEEVE-ALL BY SIMPSONS I CONC. 1-1 2 8" 3" m
BY DOOR SYSTEM -- 0U
CONCRETE Vc-3000 PSI MIN. N f{
5/16"DIA.BOLTS C-90 GROUT FILLED BLOCK Fm = 2000 PSI MIN. F
%'m WASHER&NUT C—
WOOD BUCK CONNECTION TO MASONRY `.° ". r AT 12"O.C.MAX.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1 EDGE �^
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH I I G b
1/4"ULTRACON BY'ELCO'WITH SPACING OF I o
10'O.C.INTO GROUT FILLED BLOCK WALL,YIffH 2-1/4")AIN.EMBED L' n w u
10' INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED
3" D.C.MIN.EDGE DISTANCE I 1-1 4'%2-1/2"X 14 GA I o
/ 1-1/2" 1-1/2' CONT. STEEL AN
1-1/2" w
1/4'TAPPER BY'P0WERS'WITH SPACING OF 12 GA GALV.STEEL o a
8"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN,EMBED m"
10"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED FIAT BRACKETS f3"LONG as z a
/ 1/16'X 2-1/2 2-1/8'% 1'X 19 GA
AT 12"O.C.IN DOOR OPNG. V
3'MIN.EDGE DISTANCE FILLET WELDS GAL.STEEL TRACK
AT 12"O.C.MAX. AT 18"O.C.ABOVE ODOR OPNG. FASTENED TO TRACK PLATES
3/8'LO BY W''ELCWITH A CONNECTED TO CONT,ANGLE SU (2) ILOCK TRUSS HD.
3/8'LOT BY'ITW'WITH SPACING OF W/(3) SPOT WELDS AT EACH SIDE J�—SLOTTED M.S.iA.S.&LOCK NUT � y
22`O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED o o d H ^o
3"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK - _
3/8'HLC SLEEVE BY'HILT)'WITH SPACING OF IO YCOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK c u o
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN. EDGE GIST. -
12"O.C.INTO 3000 PSI CONCRETE,WITH 1
-1/4'LAIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2`MIN. EDGE DISTANCE
En r.JAVAD AHLWD u
PREPARATION OF JAMBS BY OTHERS 9 CML PROULICITSBViSm
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY 4CAE30502 mopying a
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED AcocTMmNo� S •• at
BY DOOR SYSTEM. Dak
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF o E r
v
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY —�
BUILDING OFFICIAL UPON INSPECTION. �MTO
p—T � dWi 9 OO.
MN(IMUM EXTERIOR(+)LOAD PER JAMB= (18.16'X 40 PSF)/2 363.2 Lbs per Ft. 014 05-03
MAXIMUM INTERIOR(-)LOAD PER JAMB= (18.16'X 44 PSF)/2=399.5 Lbs per FI. sheet 4of rj
.500
*PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC o
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE o
O
1,765 1,725 Q tv
7/16•DIA.WASHER O 0
1.144 rlrr�jjjl £1..
a
( g8 X 3/4"SMS 21 3/4- v 00
OI 0 3/8'FROM ENDS LIAR. ,176 800 a
A AND 7"O.C.MAX. WOW.VIDTH O 0.Q C
* EXTERIOR FRAME * INTERIOR FRAME
I o
I 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 1�I3 N
(4)#8 X 3/4-SMS d MAX. Q Ly GI
IIII ` ® 1-3/8"FROM ENDS m o N$
n l l I AND 6-1/2"O.C.MAX. 3� D.L.O. J tmvy g yJa
L 1 -
IIII
IIII .175 X .062 DEEP ,
IIII GROOVE
I I h h 1
IIII C4 __ �
IIII IJ IJ u V J I 0'_ 00
1111 1/4•POLYCARBONATE LEXAN 0 0
11 I I -BY'SABIC INNOVATIVE PLASTICS' mo i' •i' O Iii M
IIII NOA BI3-0717.01 W >
)DO, 14 L-�I (g Q_I w I'll IJ
L• RE ` W
IIII J J V V I Q z F V1 N
W m 0 C9 _00z
m
W m
3 FWF „ Q 1n a)a 1
o , X IIII Z C m
Z W 11 h h 0 0 3i
C� UI
�y IIII 1 y 1 F O Z
IIII - V J W p =aa' o
I I11 V) m W
IIII „ p N S I"
IIII t �
IIII V V V )
IIII
I j 175 X.062 DEEP � � �• � � G G
IIII GROOVE s
11111 I . aW���
(a)ye x 3/4•SMSINSIDE ELEVATION - s
0 1-3/8^FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m
- I III I AND 6-1/2"O.C.MAX.
1
C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O y8 x 3/a-NDS
®3/e"FROM ENDS 175% .082 DEEP
B / 1 AND 4-1/2"O.C. MAX. GROOVE
<
0 o n N m
� - - •� eso
08 x 3/4•SMS `) g
0 3/8'FROM ENDS
AND 7 C.C.MAX. r— ------ ---
Engr:JAVAD A711MD CIVIL PiL.G�Lr1�M,�.,RE, V)SM q ss
7/16'DIA.WASHER FLA.PE/70592 �--�r-l.s M�t11`eF)oPtQt 1 3
----- CAN,3 38
AcaplMpp I4o/ 03 c s
DOOR PANEL ZIE-m—
%VINCOW
,7 0 8
24 GA.(.024)STEEL MIN. EXTERIOR 0
DOOR PANEL 15/16'MIN. D.L.OPG. �A 24 GA.(.024)STEEL MIN. GLAZING BITE '7 WIDTH J
sheet 5 of 5