HomeMy WebLinkAboutProduct Approval it
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MIAMI-DARE
it MIAMI-DAbE COUNTY
• PRODUCT CONTROL SECTION
iI 11805 SW 26 Street.Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11 Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ; www.miamidaade."Weconomy
DAB Door Company,Inc. 1
12195 NW 98`a 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-P. 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 perfor�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 thisil 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 9'4"Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets l.through 5 of 5,
dated 02/01/200 1,with last revision K dated 03/21/2016,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
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�land 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. i
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufaoturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official. I
This NOA renews NOA#15-0317.02 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 NL Utrera,P.E. II
M1AM4DADE COUNTY I NOA No.16-0330.02
Expiration Date:August 9,2021
Approval Date:June 23,2016
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DAB Door Company,Inc. I�
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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A. DRAWINGS
L. Drawing No.01-09,titled"Sectional Garage Door",sheets 1 ithrough 5 of 5,dated
02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
i�
B. TESTS "Submitted under NOA#09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loadingaper 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 24113.2.1, TAS 202-94
along with marked-up drawings and installation diagram of DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing, Inc,Test Reports No.HETI-08-2149AB,dated 06%,7/2008, signed and
sealed by Candido F.Font,P.E.
i.
"Submitted under NOA#09-0128.04" j
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font,P.E. i
"Submitted under NOA # 01-0516.03
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No.HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M.Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing,Inc.,Report No. HETI 01-969,dated 01/18/2001, signed and
sealed by Hector M.Medina,P.E.
5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel i
panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,,
signed by W.A.Jackson,P.E.
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Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.02 '
lE 'piration Date:August 9,2021
(Approval Date:June 23,2016
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DAB Door Company,Inc. j
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
C. CALCULATIONS "Submitted under NOA#14-0814.04" �I
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 NDA#09-0128.04"
2. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,RE.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(MR)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan
Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their
Insul£oam 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,jLLC,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.15-1203.04,issued to Cellofoam North (America Inc,for
their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA#OS-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-T251I;dated 11/29/2004 signed j
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,11FTC Laboratories, I
Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS j
1. Statement letter of code conformance to the 5th edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Ahmad,P.E.
i
Carlos M.Utrera,P.E.
ii Product Control Examiner
NOA No.16-0330.02
Expiration Date:August 9,2021
Approval Date:June 23,2016 b
E-2
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7-t/2-X 3'X.071•MV.STEEL TOP FIXTURE 6-1/2'X 2-3/4'X 0.1" V
/ STEEL PLATE WITH ONE 5/16-18 MS W/NIR' m
W/(6)1D4%5%HINGE
SMS /0-__ FASTENED TO END STILE WITH OPTIMAL DOOR VIEWER pi
WITHOUT DELRON SLEEYE(570. \�� (6)114 X 3/4-SELF DRILLING SCREWS TO BE INSTALLED AT p
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WITH DELRON SLEEVE IOAItDNAE 1� `W CENTER STILE CENTER SOLE 0
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1 w/(a)114 x s/a•sMs
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LOCK _ _ - gz z Iasi
2/DOOR
1'W X.15"THK.LATCH
STANDARD LOCK -rte-- - O; m I
\` SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/(4)114 X 1/Y S.M.S.
LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS I >
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DOOR/ECHT CONSISTS OF
a'-a' 2 SECTIONS 16'2 SECIIONS 21' 158 CIA.GALV.AIRCRAFT TYPE i^ `` ° \ -� O O 3 n )
0.-B' 1 SECTION 19" 3 SECTIONS 21' A'NICO-PRESS S EVE \\// ` OPTIONAL VINE L•�'A F _
w MI .5 TO 1 SAFETY FACTOR+ s+ (3)5"WIDE AT 7'O.C.MAX. OPnONAL FWSH FACE V O Z
T 4 SECTIONS 21'- t I PENINC AREA NOT TO IXCEED WOOD GRAIN DESIGN W 0 u,
[COLONIAL DESIGN 7'-S' - 1m "•' I
Y-0' 5 SECTIONS 1a"- B'X 3'X O.1' \
7'-9' 4 SECTIONS 16'1 SECTION 21 STEEL PLATE \`ll i \\ i MAX.DOOR WIDTH
8' 3 SECTIONS 18 2 SECTIONS 21• WITH(2)114 x 5/8'SMS
W3' 2 SECTIONS/8"3 SECTIONS 21' __J' t
8'-6' 1 SECTION 18' 4 Smarxm. 27' `-
8'-D' s SECTIONS 21'- BRACKET `BRACKET INSIDE ELEVATION
e e SECTIONS;18"- STD. UFT DOOR POOR OPTION RAISED PANEL EM80SSED DOOR a
9'•d' 5 SECTIONS 18'1 SECTION 21'
e'-8' 4 SECTIONS ta'2 SECTIONS 21'
9'-e' 3 SECTIONS 18'3 SECTIONS 21' 7-7/B'X 3-1/8•X.010' F P t
f0' z SE.CnONS IS'4 SECTIONS 21' STEEL PLATE DAB DOORS INC. oc_
10'-3" 1 SECTION 18' S SECTIONS 21' CENTER STILE WITH(4)114 X 3/4'SDS Hurricane Master®Model 824/811 '
10'-a' a SECTIONS 2t.
- Max. Size g'-4"X 16'-0" High y o S
10'-e• a SECTIONS fa"t SECTION 31' OUTSIDE 114 X 3/4"50.E DRRLNG SCREWS MAY 8E USED With Window Lite Option
11' a sECToNs la'z sEcra-2i• HANDLE END STILE IN LIEU OF 114%5/8'SMS m$$$g
11'-3' 4 SECTIONS 18"3 SWIIONS 21
— -- -u'-r—s:�crrnsaas4s�Taws_z1-"=-- - DESIGN PRESSURE RATING + 50.0 PSF
1,.1. 2 SECTIONS ie s SECTIONS 2t' ' LOCK BAR GUID"S _.---' _- -- ----_--_-- —_ BO.D_PSF o c'� -
12 1 9CTIONS 16'6 SECTIONS 21' INSTALLED ON END STILE - 8^ ;
7 SECTIONS 21 - VIM(4)114 X 5/8'SMS GENERAL NOTES PRODUCT RENEWED m a
12-8' 8 SECTIONS to 2 SECT�OELS 2f' • fl as cometying with IIID Florida
12-e 3 9 stchals 16. SrAnONs 21' D ST x•6W LOCI BAR L THIS PRODUCT 94S BEEN DESIGNED AND TESTED TO COMPLY WITH THE Sunding Codi ;
t 4 SECTIONS 16'4 SECTIONS 21' ENGAGES W TRACK REWIREYDITS OF THE 2014(5THWITIOTQ FLORO1 SLUNG CODE INCLUDING NOA-No. 76-0330.02
t3'-3' 3 SECTIONS fa i lWM9S 21 ON EACH SIDE OF DOOR HIGH Ir DCrrY HURRICANE ZONE(HVHZ). � OB109)2027 \\1 •,
IS'-0 2 SECTIONS 18'a SECTIONS 21" a ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS. CKPAO_
15-9 1 SECTION te' 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 6y
14 8 SECTIONS 21'- LOCK BAR LOCIONG SHOWN DRESSING OR STUCCO. Bt' Product Control
14'-3" a SECTIONS la"3 SECTIONS 21' ALTERNATE TO SPRING LOADED SUOE BOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL BE 2NC PLATED CARBON STEEL _ 0592 fps y s �E
14'-8' 8 SECTIONS 16'4 SECTIONS 21 LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
14'-s' 4 SECTIONS 18"5 SECTIo115 217HESE DETAILS ARE NOT PART OF THIS APPROVAL _ +I
15 3 SEC.Ia.a 5E11TxtN5 21
13'-3' 2 SECTIONS 1B'7 SECTIONS 21' 5• A LOAD DURATION INCREASE IS USED IN DESIGN!OF ANCHORS INTO WOOD ONLY. OF droning no.
13'-e' f SECTION 16' 8 SECTIONS 21 DOOR TESTED IN ACCORDANCE WITH THE REOUIROAENTS OF FLORIDA �i,,••�D*•'yQl�� D 1-09
I6'-9' 9 SECTgNS 2t'- BUILDING CODE,TAS-202,TAS-201 h TAS-203 FOR HUHZ AND 'r-O'/oNAL�
ta' 6 SECTIO!$
Ii 4 SECTIONS 21^
ASTM
E1616-OS/ASTM EE895-09. ry/jjj11\ 8haet 1 O}5
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24 0A STEEL PANEL
3/18"ALUM RIVETS
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FI.APS BINT OVER PANEL t 5 ~`
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1/2'PUNCHED HOLES t V
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OUTSIDE OF 000 '�+
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO wooD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' '
5/16'% 1-5/8'LAG SCREW INSTALLED IN 9/16'DML HOLES IN CENTER STILE '
(FULLY THREADED) END STILE Ir
ONE PER BRACKET POSITIONED AT EYE LEVEL O o 1
ANCHORS AT TRACK BRACKET: a0 n
OPTIONAL STOP MOULDING /J �B'DPL POWiF-BOER R'Y'POWERS W ¢M i I
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER 2'MIN.EMBED INTO CONCRETE
TO MASONRY SEE NOTE ON SWEET 4 1-7/8'MIN.EDGE DISTANCE Lj
$14%3/8'SM5 Z N m
6 PER HINGE 3/4'%IL %2-1/2•X 18 OA.STEEL B)1(8'_0°_5.�- O
t RLC Cf F'r,A'FIY 911LT zz
END STILE,CONNECT TO ALNEI.fi RIVETS
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SOUTHERN PINE 1/2°%1-3/4"%.059'FORKED STEEL FLAPS AND 3/16'ALUM RNETS 1-1/4•MIN.EMBED INTO CONCRETE NC ETIm BLOCK Q p rn O 1
GLUM 10 PANEL AND SECURLD TO SFE"DETAIL A90Yf 1-5/8'MW.EDGE DISTANCE INTO CONCRETE 2 m
4'MIN.EDGE DISTANCE INTO FRIED BLOCK O O
0,55 EDC OST.:•• END STILE WITH 3/16'POP WIRS®12"O.C. U Op Z S N
° 1-7/8'X 2-5/8'X 045'STEEL FSE CONCRETE Fc-3000 PSI VIN. 0) i
• • ' CENTER SnLE,Gwm AND RANETED DISTANCE C-90 GROUT FRIED BLOCK Fm.2000 PSI MEN. 1
I TO PANEL W/(4)3/18'RIVETS
' 1 1/2'MIN, POP RIVETS e:..; .'" •.{1-3/)B C--.--� 1
t I 4/HINGEILL
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1.9'X 2.19'X 33'X.102' �(())PER TYPE
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STEEL TRACK BRACKETS 5EE SHEET 3 FOR BRACI(ET SPACING c tt!
SEE SHEET 3 FOR SPACING men '
7-1/2'X.071'GAIN.STEEL
CENTER HINGE 7-1/2-%3'X.071'
7/16-PUSHNUT SECTION B-B END ROLLER HINGE E
INSTALLED ON ROLLER SHAFT
INTERIOR SIDE 1.82"DIAX.50'STEEL ROLLERS(STD.) PRODUCT RENEWED xsF•., fi t
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ACK ae wmplyyl�nyy with the Florida
2-1 8'X 1• STANDARD) 1.82'041x.50•NYLON ROLLERS(OPf10NAl 9uiWltg @ade h+ '3•` ,
/ ( 2.75'010 X.50'STEEL F20LLER9((OPTIONAL; ° 70592 .
3-5/18'%1-1/Y(OPTIONAL) 2.75"DIA.X .50'NYLON ROLLERS(OFM NAL) NOA-No. 76-0330.02 •1{4•_ ,b ',
FA/.STE//NED TO TRACK PLATES
Si01TE4-20%S/6'TRUSS IN.
WITH fi'STEM psplmtfon 08/09)2021 op ..
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siQ�Ad 1G ` (cheat 2 of 5 i
��--••�� POP RIV^7S 2 X 2 X 1/8'HORZ ANGLE
` I /• 5/16'X 1-5/8'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TD HORIZ.TRACK
2-3/4'X 5-1/2'X 3'X.104' 5/18°SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WRAP TWO WELDS AT 1-1/2'APART
GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY EXfiEEDMG B FT.IN HEI
TOP ROLLER BRALKET ON EACH SIDE FIRST A7 3'O.C. �I
FASTENED W (6) 14 X 5/B'S.M.S. _ 3 PER BRACKET �I A---) REST A7 9'O.C. a i
/ CONNECTED TO F1A0 BRACKET A41-7 Z m
090 TRK.GALV.STEEL AOIUSTABLE W/J/8-i6%3/4'BOLT&NIIf QF {
SIDE FASTENED TO BRACKET 2-1/2'X 4-1/4'X 13 G0.STEEI_PLATES MID 70 SPRING SHAFT GUIDE WITH W 1
W/5/16-18 X 3/C HEY HEAD - {YcLpEO TO i-1/2'X 1-1/2"X 14 C0.ANGLE -- A+1 (2)1/4-20 K 5/8'BOLT&NUT/
f 1C a I
M.SCREWS&NUTS FASTENED TD TRACK - -- $ 6 r
TOP BRACKET WITH(4)1/4-20 SS.BOLT h NUTS -- HORZ.TRACK LENGTH>3 OPENING HEIGHT PLUS 12" '
(STANDARD) u t
TDP BRACKET
TOW HEADROOM DOOR VERTICAL TRACK Ol F
OOM DOO) 14 GA GALV.STEEL TRACK 2-1/8'%1'X.060' Q pHj
in, HORIZONTAL REINFORCEIAENT SECTION A-A 0 IL a Q '
mo= 1/z"X 1-3/4'X.059'FORMED STEEL Y X 5-1/2'X.LCC Q iT Gj
CLUED TO PANEL AND FASTENED TO
m dz
VERTICAL STILES WITH FASTENED W (4)y 14 X 9%e'S STEEL
a (2)3/16'POP RIVETS WO)R BRACKET FOR Q Ol c
LOW HEADROOM DOOR OPTION DOOR SECTION HEIGHTS BRACKET PLACEMENTS W
HORIZONTAL REINFORCEMENT HEIGHT IST 2ND 3RD 4TH 5TH .B1 02 B3 64 85 Be- 87 Be a d
1/2°X 1-3/4'X A59'FORMED STEEL 6'-0' N A 1'TO ell-3/4' 23' 34" 45" 56" 67' - 555 F
CLUED 70 PANEL AND FASTENED TO - G I
VERTICAL STILES WITH 6'-6' N/A 1"TO Y 11-3/4' 23' 347 45" f56POP RNETS 7'-0' 21"212121N/A 1"TO 2'11-3 4' 23' 34" 45" 67'18"1"TO 2"17-3 4' 23' 34' 45" 67' 78-1/4" i
S/16'MEETING RB B'-D' 21'18' 18"16"21"1 TO 2'11-3 4 2}' 34" 45'
1.8T'DIA.%.50'ROLLERS }t --SECTIONS ARE NUMBERED STARTMIG AT THE BOTTOM
O W/.44 DL4 X 4-1/4'STEM p FOR DOORS MORE THAN 8 FT.RICH.USE ADDITIONAL TRACK BRACKETS AT 10'O.C. a n e
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OPTIONAL WSULA71ON5: � CW? Q
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DENSITY-1.05 PCF STEL TRACK BRACKETS w
p N.01L/11-0926.07 n 2-7/16'HIGH J )u
OR CpYNECTEO TO TRACK WTH a N
' ISO-25 POLY-ISOCYANURATEBOLTS&NUTS. O O 3 C`L•)n
o DENSITY 2.0 PCF F
Cf NAA/11-D920.08 m U Up Z m
mrd _ OR W UJ.
(1Y'CEILnFOAM NORTH AMERICA' V) m m
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OR
BY'INSULFOAM LLC' a DENSITY-0.92 PCF m
H.OA j14-0311.08
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14 LGSTEEL j 3
ROLLER HINGES FASTENED m mi I ,
W/(4)J14 X 5/8"SMS }�
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MIN..024'ROLL FORMED STEEL PANEL
DRAWING QUALITY C-40
ABN.YIELD STRENGTH-34 H9 m
ONFlGURATION
WITH PRIMER AND BAKED-On TRACK Cm g g
POLYSfER PAINTED TOP COAT ,
- APPLIED.TO BOTH SIDES OF STEEL _
C O tl+
�Q VERTICAL UFT HIGH LIFT STANDARD LIFT LOW HEADROOM
E000BLE TRACK S j
AVAILABLE TRACK OPTIONS j
12 CA GALV.STEELRAC11Y
Er FASTENED
50
W/(4)f) X 5/9"SNS •.... l I 1
PRODUCT RENEWED 9. S 1
as complying with the Ficd"
Building Code 70582 'i •• 1i .'
mD- BOTTOM SEAL OPTIONS NOA No 16-0350.02 _
SEE SHEET 4 Expire 08109/2021
M �" drawing no.
..... 01-09
SECTION A-A Mlem a •Product Control
� �I�11 � sheet 3 et 5
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1
J',y / REINFORCEMENT (,
W. 1/2'X 1-3/4-X.0.58• �v
e8 X 1' FORMED STEEL !!1 0
T• SELF PRILLOIG SCREWS �Y
z 1-1/2"MIN. OR
I E DIST. I m
3/16''RNW STEEL RIVETS 0�DRILLING SCREWS' Z a
4 MUL71GR1P W/OOWE HEAD J/16''RNEX'STEEL RIVETS
3' •; .'/- / I rm AT 4B"O.C. Ma GRIP W/DOME HEAD f'
RE9FORCEMENT A7 48'O.C. y q H.7
1/2'% 1 FO/TIMED SIEEI. O O N c�i V
O O Q CN
Z6/ 1/4'Dol WG SCREWS 2BY 1/4'DR.LAO SCREWS G
WOOD BU AT 6'FROM ENDS WOOD B AT 6'FROM ENDS -
' I AND 1B'O.C.MAX. I T AND 19'O.C.MAX.
V eN
I 1 W'STRIP ADAPTER
1 ALUMINUM WWSS'TWP ADAPTER EL O 00
04
RUBBER RUBBER WSTRWPWO RUBBER WSTPoPPING I R tv
LSI o I SJd .700 -040 .J40 Q £
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BOTTOM SEAL OPTIONS
OPTION 'A' .OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRA,T� (WOOD SPECIFIC GRAVITY 50-0.55 MIN.) Op n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TOES.1F THESE ME HOTS ARE FOLLOWED NO ADONONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE
FOR DOOR REPLACEMENT APPLICATIONS WrtH NO ENGINEER OF RECORD,WITTALATION MAY BE ANCHOR SPACING U= N
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON,INSPEC00N. C RS STRUCTURE [:M[ D SPACING Gt
V z Z
3 8 M!C 5 E 8Y HI CONC. 1-1 4 e' 1- N mQ}9LK LLED BLOCK 1-T 4' QOf
3 e'OYNAF30LT BY OVf CONC_ 1-1 2 it
8' 0 051EEL STRUCTURE BY OTHERS J 8'OYNABOLT BY' Fl11f0 OCIR 1-1 2 e' 2- OZ
5/16'x 1-5/8' 3 8 POWER-80LT BY'PO CONC. 2" 8" 1- pLAG SCREWS" MUST BY DOOR P E LOADS IMPOSED L -ALL BY SINPSO CONC. 1-1 2 8" 1- W
AT 12.O.C. In Q R
CONCRETE"I=JODO PSI MIN,
5/tfi'DIA BOLTS C-90 GROUT FILLED BLOCK Fm-2000 PSI
WOOD BUCK CONNECTION TO MASONRY Vin'• WITH 'D.C. h NUT
GROUTED
TREATED 2X6 SYN WOOD JAMBS WHICH SHALE BE ANCHORED TO • � AT t2'O.C.MAK. DIST.EDGE q
GROUTED REINFORCED MASONRY LOCK pIALL OR CONC.COLUMN WITH � ,1
1/4'ULTRACON BY'ELCO'WITH SPACING OF ST
16'O.C.INTO GROUT FILLED BIDCK WALL WITH 2-1/a'MIN.EMBED u -
16'O.C.LYi0 3000 P9 CONCRETE,WITH 1-3/4'MIN GIBED $
2-1/2'MIN.EDGE DISTANCE rAT
1-1/4" E 2-1/2'x 14 GA o R
1-1 2' CONT STEEL ANGLE 1-1/2' 8 yy
1/4'TAPPER BY'POWERS'WITH SPACING OF 2 I5}o g
14'0.C.INTO GROUT FILLED BLOCK WALL WITH 1-1/2'MN.EMBED 12 GA.GALV.STEEL o g 00
16'O.C.fNTO JWO P9 CONCRETE,YlN11 1-3/4'NTN.EMBED FLAT BRACKETS 33'LONG ( m
3'MIN.EDGE DISTANCE /16'%2-1LD AT 12'O.C.IN DOOR OPNG. �T•�TACK
FILLET WELDS FASTENED TO TRACK PLATES
_S/B°CONFLFJt BY._EIDO:OR - - __.. .- .--.. 12'O.C.MAX. CONNECTEDOC.AB VE DOOR CO ANGLE NG. W/ 2 1 S &%L6CNUis�•3/8"LOT 81'-' - -TO _ .._._ K - M _
/
24 O,C.WTO 3000 PA CONCREE,WITH 2-1 2'MIN.EMBE7 -' --- --"_"--
2'MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK O$R a c
3/8'HLC SLEEVE BY'HR.TI'WITH SPACING OF TO WO00 BUCK TO�1FF1 TO CONCRETE ANO FILLED BLOCK -
I O.G.INTO GROUT FH1FD BLOCK WALL MRM 1-1/4'MIN.EMBED•4'MIN.EDGE DIST. -'
18'O.C.INTO 3000 PSI CONCREE.WITH 1-1/4' IN EMBED AND ALTERNATE TRACK INSrALLA71ON 1 LIITI I
2-1/2"MIN.EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS AJ M
PRODUCT RENEWED cFAI q
FOR NEW CONSTRUCTIDOORON ENGNEERSTRUCTURE
OF RECORD OR ARCHITECT IM TO Vp0F1'
ADEQUACY Of SUPPORTING STRUCNRE TO SUPPORT LOADS IMPOSED as eo yfng writh tAo Florida
tiding
FOR DOOR REPLACEMENT N RETROFIT BUILDINGS WITH NO ENGINEER OF NOA-No.Cod• 76-0330.02 ;• * �� .k- 9y ,� 5
RECORD•DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY ESlplration bOB/O9/2O21
BUILDNG OFFIC4LL UPON NSPEC00N. tl'.•, drawing no.
B'' �D" � 01-09
MNOMUM EXTERIOR(+)LOAD PER JAMB-(9.33'X 50 PSF)/2-233.3 Lbs per FL MI uct antro i a '••••••
MAXIMUM INTERIOR(-)LOAD PER JAMB (9.33'X 60 PSF)/2-2795 Lba per Ft
T411jj11 L.h-t 4-Q5