HomeMy WebLinkAboutProduct Approval M I.AM FDADE iriIANII-DARE COUNTY
e PRODUCT CONTROL SECTION.
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
DAB Door Company,Inc.
12195 NW 98t1'Avenue
Hialeah Gardens,FL,33018
SCOPE:
This NOA is being issued under the applicable rules and regulation 3 governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Mia i-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the uthority 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 Msami ade County)reserve the right to have this product or
material tested for quali' assurance purposes. If this product or aterial fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ ray immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction_ RER reserves t ie right to revoke this acceptance, if it is determined
by Miami-Dade Counrf Product Control Section that this prod t 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 H=cane Zone.
DESCRIPTION: Hurricane Master Model 8241811 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 REV L, ' led"Sectional Garage Door", sheets 1 through
5 of 5,dated 02/01/2001 and last revised on OCT 05,2017,prepared by Al-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E.,bearing the Miami-Dade CountyProduct 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 nz me 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(NCA),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 ap lication has been filed and there has been no change
in the applicable building code negatively affecting the performan e of this product.
TERMINATION of this NOA will occur after the expiration dE to or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Msuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically termin to 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 wor is Miami-Dade County, Florida,and followed by the
expiration date may be displayed it,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 he user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the 3uilding Official.
This NOA revises NOA 416-0330.02 and consists of this p ge 1 and evidence pages E-1.E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.ChE nda,P.E.
NOA No. 17-1018.13
MI4Mi•DAD:co JNTr Expiration Date:August 9,2021
Approval Date:December 14,2017
Q�, Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: E JDENCE SUBMITTED
1. Evidence submitter)in previous files
A. DRAWINGS
1. Drawing No. 01-09,titled`'Sectional Gara e Door",sheets 1 through 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.
B. TESTS "Suhinitted under NOA #09-0128.04"
�. Test reports on 1)Uniform Static Aix Pres ure 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 BC 2411 3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Enginjneering&
Testing, Inc, Test Reports No. HETI-08- 149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font,P.E.
"Submitted under NOA#09-0128.04"
2. Test report of Tensile Test per ASTM E 8 Report No.HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc. dated 12/23/2005, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 01-0516.03
3. Test_report of large missile impact test pei PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential GarageDoor",prepared by Hurricane Engineering
&Testing, Inc.,Report No.HETI 01-974 A, 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.IIETI 01-969, dated 01/18/2001, signed and
sealed by Hector M. Medina,P.E.
5. Test report on Salt Spray (Corrosion)Tesi per ASTM B 117 of a painted G-40 steel
panels,prepared by Celotex Corporation, rest Report No. 258592, dated 08/17/1998,
signed by W.A. Jackson,P.E.
Ahaq 1.Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date: August 9,2021
Approval Date: December 14,2017
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C., CALCULATIONS "Submitted under NDA#14-0 14.04"
1. Anchor verification calculations prepared by I-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Alam d,P.E.
"Submitted under NOA#09-0128.04"
2. Anchor verification calculations prepared by 1-Farooq Corporation,complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E.
D.: QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory andonomic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan
Polycarbonate Sheet Products,approved on 1 /10/2015 and expiring on 07%17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene insulation, pproved on 08/14/2014 and expiring on
11/29/201.7.
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. 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 1V0 4#05-0228.02"
6. Test Report on Accelerated Weathering Usin Xenon Are Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",p�epared by Hirricane Engineering&
Testing,Inc.,Report No.F ETI 04-A002,da d 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.,RePM No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
8. Test Report on Self-Ignition Temperature Te t,Rate of Burn Test and Smoke Density
Test of"RE11AU non-foam PVC extrusionmaterial",prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/200 1, signed and sealed by J.L.Doldan,P.E.
F. STATEA1ENTS
1. Statement letter of code conformance to the 5 edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 03/2 /2016, signed and sealed by Javad Ahmad,P.E.
Ishaq IL Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date:August 9,2021
Approval Date:December 14,2017
E-2
DAB Door Company,inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 01-09 REV L,titled"Sectional arage Door", sheets 1 through 5 of 5,dated
02/01/2001 and last revised on OCT 05,2017 sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation, signed and sealed by Jav id Ahmad,P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. ' CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. 'Mami Dade Department of Regulatory and Economic Resources (RER).
D., MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation, xpiring on 11/2R/2022.
2. Notice of Acceptance No. 16-1105.04,issued to Dyplast Products,LLC, for their Dyplast
ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022,
3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08,issued to ABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17.2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 25014(5th Edition) and FBC 2017 (6th Edition),
prepared by Al Farooq Corporation; dated 10.05'17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA#16-0330.02,expirng 08/09;2l.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.13
Expiration Date:Angust 9,2021
Approval Date:December 14,2017
E-3
7-1/2'X 3"X .071'GALV.STEEL TOP FIXTURE 5-1/2'X 2-3/4'X 0.1" U
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT rn
W/(6)#14 X 5/8'SMS- FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER a o
-. - WITHOUT DELRON SLEEVE(STD.) - - I `\�\ .(8) 914 X 3/4°SELF DRILLING SCREWS TO BE INSTALLED AT
0
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SPRING LOADED SLIDE BOLT(BOTH SIDES) 00
FASTENED W/(4) #14 X 1/2"S.M.S. — —- — _ O o o
-- 5/8'MIN.LOCK ENGAGEMENT '� , 1 O C MQt 3
.CONFORMS TO SECTION 1008 REGARDING GARACI`DOORS I Li
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DOOR HEIGHT CONSISTS OF // i 1 s Q O Ot m N
6'-6' 2 SECTIONS 18'12 SECTIONS 21' .158 DIA. GALV.AIRCRAFT TYPE i \```\ i p `\\\ \ e/ L y A O_ U 3 0
6'-9' 1 SECTION 18' 3 SECTIONS 21' CABLE& NICO-PRESS SLEEVE 1/ \ '/ OPTIONAL VENT
W/MIN. 5 TO 1 SAFETY FACTOR! / 1 `i 3 5"WIDE AT 7"O.C. MAX OPTIONAL FLUSH FACE ~ O Z U
7' 4 SECTIONS 21"- () U O ..
_ _ j 4 0 p I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W L o
7'-3* 1 / j OPENING
A COLONIAL DESIGN 1n
7'-6' $SECTIONS 76"- 6"X 3''X 0.1" \ /\ / N
7'-9' 4 SECTIONS 18.1 SECTION 21' / \ /
3 SECTIONS 8" tl � PLATE \\lJ a / \\ e i MAX. DOOR WIDTH _
e'-3• 2 SECTIONS 18'3 SECTIONS 21'
8'-e' 1 SECTION 18' 4 SECTIONS 21'
S;_ 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION DAB DOORS INC.
s' 6 SECTIONS te'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Master®Model 824/811 O
9'-3" 5 SECTIONS 18"1 SECTION 21" DOOR OPTION _ i m
W-6' 4 SECTIONS 18"2 SECTIONS 21'
M.
Size 9'-¢" X 16'-D° High
9'-9' 3 SECTIONS 1B'3 SECTIONS 21' 7-7/B'%3-1/8'X .010" With Window Lite Option m 1"N u,=
to' 2 SECTIONS 18"4 SECTIONS 21' —STEEL PLATE "14 X 3/a°SELF DRIWNG SCREWS MAY BE USED o a
10'-3' 1 SECTION 18' S SECTIONS 21' CENTER STILE WITH (4) H14%3/4'SDS IN LIEU OF t4 X 5/8'SMS -5 W W W R
DESIGN PRESSURE RATING = + 50.0 PSF ;; 33 33 33
10'-6" 6 SECTIONS 21'- - 60.0 PSF N U U u g q
10'-9• 6 SECTIONS 18'1 SECTION 21` OUTSIDE
GENERAL NOTES d o o o o
11' 5 SECTIONS 18"2 SECTIONS 21' END STILE 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
11'-3" 4 SECTIONS 16'3 SECTIONS 21' I DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
tY-s' 3 sEcnorvs te'4 SECTIONS 21' BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASTM E1886-05/ASTM E1996-09.
11'-9' 2 SECTIONS 18.5 SECTIONS 21' LOCK BAR GUIDES d u
12 1 SECTIONS 18"6 SECTIONS 21' I INSTALLED ON END STILE 2.ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o o
lz'-3' 7 sEcnorvs 21'- WITH (4) �1a%5/a°SMS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT o
12'-s' 6 SECTIONS 18"2 SECTIONS 21' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o r- x
12'-9' 5 SECTIONS 18-3 SECTIONS 21' I Q L 18T X 6W LOCK BAR '3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
13'33' 3 SECTIONS 18'5 SECTIONS 21' ENGAGES IN TRACK / ``\\`\1�1�11 AN// '/, - I
ON EACH SIDE OF DOOR a:MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT
13'-6' 2 SECTIONS ta'6 SECTIONS zl' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �.".•• \� �. '• i v
13'-s' 1 sEcnOry 16' 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL,) REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. l..•' 1.•., :•:.�.s S.• JOENSF••'• o _
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
14'-3' 6 SECTIONS 18'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT FOR A SITE SPECIFIC PROJECT,-i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY A/LaUUC F YFVtBep •7 592 - S
14'-6` 5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR wa-*Im wIN the mod"
14'-9" 4 SECTIONS 18"5 SECTIONS 21' WATER INFILTRATION RESISTANCE ETC. (>:+t1n8 Code 1, 0
15' 3 SECTIONS 18"6 SECTIONS 21' CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, Atteplaecc No 17-/0(�J3 ST OF A drawln no.
15'-3' 2.SECTIONS 16'7 SECTIONS 21" AND TO BE REVIEWED BY BUILDING OFFICIAL 1''"1j11tBf/aR 0Y1Z '�k/` 9
1s'-s` 1 SECTION 1s' 8 sEcnoNS 21" 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
15'- 9 SECTIONS 21'- IN ACCORDANCE WITH SECTION
16'9" 1709.9.3 OF FLORIDA BUILDING CODE.
6 SECTIONS 18'14 SECTIONS 21' LABELING TO COMPLY WITH SECTION 1709.9.2. �+'�Sh Pndun Cartmel /////111111\\� sheet 1 of 5
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SOUTHERN PINE 1/2'X 1-3/4"X 059"FORMED STEEL FLAPS AND 3/16'ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q 0 of N
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE Z
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INTERIOR SIDE t.Bz°DIA. X.50"STEEL ROLLERS(STD.)
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12 GA.X 3-5/16'X 1-1/2°(OPTIONAL) 2,75"DW.X..50"NYLON ROLLERS (OPTIONAL) - v
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/ WITH TWO WELDS AT 1-i/2"APART
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TOP ROLLER BRACKET ON EACH SIDE
_ FASTENED W/(8) 14-X 5/8°.S.M.S..._ __ _ - - 3 PER BRACKET - II A _ REST AT 9.O.C. ^ o
__ _ _ __ _ _._,__ ___.__ ___CONNECTED TO-FLAG BRACKET ANGLE Z
.090 THK.GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4'BOLT&NUT Q F• Lv
SUDE FASTENED TO BRACKET 2-1/2°%471/4"% 13 GA STEEL PLATES AND TO SPRING SHAFT GUIDE WITH 4a
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TOP BRACKET HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12" L�yy
(STANDARD) IN
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it w SECTION A—A O ro o
HORIZONTAL REINFORCEMENT o
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w GLUED TO PANEL AND FASTENED TO may.STEEL Q N W G
?� VERTICAL STILES WITH FASTENED W 4 p 14 X 5/B"S.M.S.
a (2)3/16" POP RNETS TOO)RBLLER BXKET FOR Q w o w n
LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS
HORIZONTAL REINFORCEMENT HEIGHT 1 ST 2ND 3RD 4TH 5THI BI 82 133 84 85 B6 B7 138 J Z m g
1/2'X 1-3/4'X.059'FORMED STEEL6'-0" 18"18" 18.18"N/A 1"TO 2"11-3/4"j 23" 34" 45" 56" 67" - Q w m F
VERTICAL STILES WITH UED TO PANL AND FASTENED TO 6'-6' 21 18 18"21'N/A 1'TO 2'11-3/4"1 23° 34" 45" 56" 67" -
(2)3/16'POP RIVETS 7'-0" 21'21" 21°21'N/A 1'TO 2'11-3/4'1 23" 34" 45° 56" 67" -
5/16"MEETING RIB 18° 18" 18"1"TO 2"11-3/4"1 23" 34" 45"' -56" 67° 78-1/4° m
18°18" 21-11'TO 2-111-3/4"1 23" 34" 45° 56" 67" 78-1/4"
1.82"DIA. X.50"ROLLERS Ps •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM "I
W/ .44 DIA X 4-1/4"STEM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 00 ci ap '
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OPTIONAL INSULATIONS: a o m ruuoplying with sfx FhirA4e
BV'DYPLAST PRODUCTS LLC' 0 1.9"X 2.19"X 3.3"X.090'
ISO-25 POLY- STEEL TRACK BRACKETS mppt_r4o i"j—lcl •T3 EIE N„
- - - DENSITY 20 PCF ^m 2-3/16'HIGH ie5�lydiw Oete 9 'Z U N
a- = CONNECTED TO TRACK WITH '� Q
N.O.A. 916-1108.04 'yk �N Z
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DENSITY- 1.03 PCF
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DENSITY-0.92 PCF
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MIN. .024"ROLL FORMED STEEL PANEL _ ;
DRAWING QUALITY G-40 a
MIN.YIELD STRENGTH= 34 KSI 0 5,0
WITH PRIMER AND BAILED-ON TRACK CONFIGURATION
POLYSTER PAINTED TOP COAT
tE APPUED TO BOTH SIDES OF STEEL m I
N� l
O 0 - m n
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM o c a Ron d
Z DOUBLE TRACK > C�_ Y
a _ _ AVAILABLE TRACK OPTIONS `
\Attuuulnrrr/
12 GA GALV. STEEL \\ �} NS" .-
BOTTOM BRACKET FASTENED
W/(4) 914 X 5/e"sols ��. 'cEwsF'• 4 _
BOTTOM SEAL OPTIONS
Do
SEE SHEET 4
O
ST OF ,Q(/� drawing no.
,,��••.RC DP.�'S9a'� 01 09
SECTION A-A
tDIST.
REINFORCEMENT / m
1/2°X 1-3/4'X.058° �
GE #8 X 1" FORMED STEEL /A o
_ _ SELF DRIWNG SCREWS #B X m
= 1-1/2"MIN. .._ OR.____ _ _____..._ _. _ DRILLING SCREWS 3/16''RWEW STEEL RIVETS --.__- pp 1 ZMULTIGRIP W/DOME HEAD 3/18''RNIX'STEEL RIVETS0. �o AT 48"O.C. MULTIGRIP W/DOME HEAD I"' N
3REINFORCEMENT
FOMED STEEL
AT 48"O.C. Q 0
C 5
0: 0q`.0
1/2°X i R � {N
2BY 1 /4'DIA.LAG SCREWS 2BY 1/4'DIA. LAG SCREWS O O
WOOD BU AT 6'FROM ENDS AT 6"FROM ENDS
AND 19"O.C.MAXWOOD BV. I I AND 19'O.C. MAX. O t o h
.I. - og
W'STRIP ADAPTER S
ALUMINUM V�LIP ADAPTER
O0tlz �
RUBBER W'STRIPPING RUBBER W'STRIPPING QI ON
050 IL z mp
.22"44 LS .534 .7 0LI:�F�'
8 QmIF^1.750� p(tODLCf REVISE`B
>n rnmplyl s ith the Fk ib
BOTTOM SEAL OPTIONS bdld.ck T.
OPTION 'A' OPTION 'B' AccepmeeeN j DI 'i T.
tr
WOOD BUCK ECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) 64 �5 �-�"`, o
CONN
17d TMT un Cow1t'tl o c o
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W — M •,
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWEDNO ADDITIONAL CALCULATIONS/DESIGN M
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING O
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS I STRUCTURE EMBED I SPACING IEDGE DIST. ,e
3 8'HLC SLEEVE BY HILTI CONIC. 1-1 4" 8' 1-5 8 J U N
3 8'HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4` 4'
3/8"DYNABOLT BY'ITW' CONC. -1/2- 8" 2" O
STEEL STRUCTURE BY OTHERS
3/W DYNABOLT BY'ITN' FILLED BLOCK 1-1 2` 8' 2-1 4' 0 U
Z
5/16'X 1-5/8' 3/8-POWER-BOLT BY'POWERS' CONC. 2' 8" 1-7 8" U O
MUST SUPPORT THE LOADS IMPOSED W O r o
AO 1 "DSCREWS 61'DOOR SYSTEM 3 8•'SLEEVE-ALL BY'SIMPSONS' CONC. 1-1 2' B" 1-7 8" v
CONCRETE fc 3000 PSI MIN. DID
N o
C-90 GROUT FILLED BLOCK fm =2000 PSI MIN. 2 t°
5/16'D'A. BOLTS
WOOD BUCK CONNECTION TO MASONRY ° AT 12'D.C.MAX.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1e EDGE
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4"ULTRACON BY'ELCO'WITH SPACING OF I 13
16"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4`MIN. EMBED t• fi $o m r
16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED -
2-1/2"MIN. EDGE DISTANCE I M.4"X L ANLL % 14 GA
1-1/2" 1-1/2" �-CONT.STEEL ANGLE 1-1/2'
1/4"TAPPER BY'POWERS'WITH SPACING OF
14"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'A6N. EMBED 12 GA.GALV'STEEL 2-1 8'X 1'X 14 GA
I 6°O.C.IMO 3000 PSI CONCRETE,WITH I-3 4'MIN.EMBED FLAT BRACKETS 33"LONG
3"MIN.EDGE DISTANCE / 1/16'%2-1A
flUET WIELDS- AT 12"O.C.IN DOOR OPNG. GAL.STEEL TRACK
3/e'CONFLEX BY'ELCO'OR FASTENED TO TRACK PLATES m
' AT 12"O.C. MAX. AT 18'O.C.ABOVE DOOR OPNG. W/(2 1/4-20X5/8"TRUSS HD. -
3/8'LDT BY'TW'WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTI�D M.S.&LOCK NUT •• v a =r
24°O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE
2"MIN. EDGE DISTANCE CONTINLIOLIc_ANGLE TRACK REVERSE TRACK CON71NUOUS ANGLE TRKK
TO STEEL TO CONCRETE ANn FITTED RI OCH 1 g _
3/B'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD RUCK
` O
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4°MIN. EMBED, 4'MIN. EDGE DIST. '
18'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND 1111111/r
271/2" INTO EDGE DISTANCE ALTERNATE TRACK INSTALIATION TUAY/'
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY 11- •- - 0582 I s
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED "- - ••
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF o a 5
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
,BUILDING OFFICIAL UPON INSPECTION.MAXIMUM EXTERIOR(+)LOAD PER JAMB= (9.33'X 50 PSF)/2= 233.3 Lbs per Ft. ���� •'MAXIMUM INTERIOR(-)LOAD PER JAMB- (9.33' X 60 PSF)/2=279.9 Lbs per Ft. �CF
�1�11VV` 9hee1 4 of 5
.250 U
* PLASTIC COMPLIES WITH .500 I I r--Y � pp
DOOR PANEL CHAPTER 26 OF FBC a I
24 GA(.024) STEEL MIN._ SEE EVIDENCE PAGE
z�
1.765 ia
1.725 � �m
7/16"DIA.WASHER dµ09i
1.144 µµ11
FOF C LL
i II I OUN�
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1 i 1 0 3/8'FROM ENDS MAX. .176 L .800
AND 7"O.C.MAX. WOW.WIDTH d GG
* EXTERIOR FRAME * INTERIOR FRAME O H c
I E 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Z
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® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS ; z
AND 6-1/2'O.C. MAX.
. . ^ WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
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- .70592
DOOR PANEL EXTERIOR
24 GA (.024) STEEL MIN. i'�
DOOR PANEL 15/16'MIN. D.L OPG. '0
24 GA .024 STEEL MIN. TE OF drawing no.
( ) GLAZING BITE �i ORIOP.•��,i�� O•I Og
WINDOW WIDTH '''/�, ��