HomeMy WebLinkAboutProduct Approval 1.
MIAMI•DADE MIAMI-DADE COUNTY
s• 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-M90 F(786)315-2599
NOTICE OF ACCEPTANCE {NOA) www.miamidade.gov/economy
DAB Door Company,Inc.
12195 NW 98u'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
sucli product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building'code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with
Window Lite Option(DP+36.0,-44.0 PSF) ,
APPROVAL DOCUMENT:Drawing No.02-21 Rev L,titled"24 GA.Roll Formed Steel Sectional
Garage Door",dated 09/10/2002-and last revised on OCT 05,2017, sheets 1 through 5 of 5,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/series
number,the positive and negative design pressure rating, indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy ofthis 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 ofthe Building Official.
This NOA revises NOA#15-0304.01 and consists of this page 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.Chanda,P.E.
NOA No.174018.12
0M1AM[W=,QADr=C0UNTY Expiration Date: July 21,2020
Approval Date:December 14,2017
Page 1
!
DAB Door Com an Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No.02-21,titled`24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4200, dated 05/02/2007, signed and sealed
by Candido F.Font,P.E.
i 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204;dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated
01/21/2011,signed and sealed by Candido F. Font,P.E.
"Submitted under NOA #05-0228.02"
4. Test Report on Large Missile impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.BETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003, signed
and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared
by Hurricane Engineering&Testing Inc,Report No.BETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E. Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.174018.12
Expiration Date: July 21,2020
Approval Date:December 14,2017
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Cont.)
"Submitted under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007, dated 04/07/2011, signed and sealed by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
"Submitted under NOA #09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative PIastics,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-C1 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.11ETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Sella,P.E.
7. Test Reports on Tensile Test per ASTM D638 of`PVC Extrusion Material',prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-1251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
S. Test Report on Self-Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories,
Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA #14-0814.10"
1. Statement letter of code conformance to the 56,edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
ts �1.L44���
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date:July 21,2020
Approval Date:December 14,2017
E-2
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
i
A. DRAWINGS
1. Drawing No.02-21 Rev L,titled"24 GA. Roll Formed Steel Sectional Garage Door'',
dated 09/10/2002 and last revised on OCT 05,2017, sheets 1 through 5 of 5,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
Note:This revision consist of editorial changes to comply with FBC 2017.
i
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami 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,expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC,for their Dyplast
ISO-CI Polyisocyanurate Insulation, expiring on 0l/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 SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (51 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#15-'0304.01, expiring 07/21/20.
W'fn
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date:July 21,2020
Approval Date:December 14,2017
E-3
7-1/2'X 2-1/4'X 18 GA -- PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4'X 0.1° V
GHLV.STEEL CENTER HINGE ®^ \ STEEL PLATE WITH ONE 5/16-1B MS W/ NUT OPTIONAL DOOR VIEWER o
W/(4) 014 X 5/8'SMS / ♦ FASTENED TO END STILE WITH TO BE(6) �14 X 3/4°SELF DRILLING SCREWS INSTALLED AT t�
WITHOUT DELRON SLEEVE(STD.) \ ANY CENTER STILE I
p 7-1/2°X 3'X.071'GALV.STEEL ®® 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS
OCENTER
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8'-6' 2 SECTIONS 1B'2 SECTIONS 21' STE PLATE (3) 5'WIDE AT 7.O.C. MAX. OPTIONAL.FLUSH FACE ow a N
8'-9' 1 SECTION 18' 3 SECTIONS 21' WITH (4) #14 X 3/4'SDS OPNG.AREA NOT TO IXCEED 120 SD.IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L—A 00
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7=6' 5 SECTIONS 15"- CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELUAI10N BULDING CODE,JTAS ACCORDANCE02 201 &TA WITH THE S-203 0�HZ AOF ANNDRIDA �
7'-9' 4 SECTIONS IS"1 SECTION 21' ASTM E1886-05 ASTM E1998-09. p =r
8' 3 SECTIONS 18"2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR
8'-3' 2 SECTIONS 18"3 SECTIONS 21' HANDLE GENERAL NOTES O
W-S' 1 SECTION 18' 4 SECTIONS 21' END STILE DAH DOORS INC. 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
Hurricane Master Model 824 811 REQUIREMENTS OF THE 2014(STH EDITION)/2017(6TH EDITION)FLORIDA
5 SECTIONS 21'- ® BUILDING CODE INCWDING HIGH VEL0CI1Y HURRICANE ZONE(WHZ).
9' 6 SECTIONS 18"- LOCK BAR GUIDES Max. Size 16'-2" X 16'-0" High 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS
B'-3' 5 SECTIONS 18"1 SECTION 21' " INSTALLED ON END STILE With Window Lite Option AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE
9'-8' 4 SECTIONS IS'2 SECTIONS 21' WITH 4)#14 X 5 8'SMS P
( / MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. €€€^o
9'-9' 3 SECTIONS 18'3 SECTIONS 21' " n e a
10' 2 SECTIONS 18'4 SECnONS 21' 6 AST X .6W LOCK BAR DESIGN PRESSURE RATING = + 36.0 PSF 3'A LOAD DURA71ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 4 y lg
f0'-3' 1 SECIION 18' BSE2
NS 21- $ ENGAGES IN TRACK 4.MATERIALS INCLUDING BUT NOT UMITFD TO STEEL/METAL SCREWS,THAT
tD'-6's SECTIONS 27' a ON EACH SIDE OF DOOR - 44.0 PSF COME INTO CONTACT WITH OTHER D6s99LAR MATERWS SHALL MEET THE10'-9'6 SECTIONS 18' N 21' OUTSIDE KEYED LOCK CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDO.CODE&ADOPTED STANDARDS, yz z z11' 5 SECTIONS 18' ONS 21' CENTER SnLES CONFIGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION1V-3'4 SE'CTIONS 78' NS 21' OPTIONAL DOOR WIDTHS OF CENTER STILES FOR A SITE SPECIFIC PROJECT,I—LIFE SAFETY OF THIS PRODUCT,ADEQUACY3 SECTIONS 10' ONS 21' ® ®® ® OF STRUCTUf2E RECEMNG TIiIS PRODUCT AND SEALING AROUND OPENING FORLOCK BAR LOCKING SHOWN e'-0'TO 9'-10' 2 WATER 1NFlLTRATION RESISTANCE ETC.IV-9'2 SECTIONS 18' ONS 21' ALTERNATE TO 1a'-a'TO 11'-10' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C12' 1 SECTIONS t8" ONS 21' SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10' 3 AND TO BE REVIEWED[iY'BUILDING OFFlCU,L12'2' 7 SECTIONS 21' LOCKS SHOWN ABOVE 8'-0'TO 9'-10' 14'-0'TO 15'-10' 4 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION12'-6' 8 SECTIONS IS' ONS 21" ODOR WIDTHS 15'-11'TO 16'-2' 6 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE
12'-9' 5 SECTIONS 18'3 SECTIONS 21' LABELING TO COMPLY WITH SECTION 1709.9.2. O
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(FULLY THREADED) FLAPS AND (5)OR(6)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2"X 1-3/4'X.058'FORMED STEEL SEE DETAIL ABOVE
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END STILE WITH(4)3/16'POP RIVETS yT�,
SOUTHERN PINE ,:a•, 1-7/8'%2-5/8'X 049'STEEL EDGE ...---......11I' •}�B'DIA. POWER-BOLT BY'POWERS'
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TO PANEL W/(4)3/16'RIVETS 3/16' I 2'MIN. EDGE DISTANCE
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FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75'OLA.X .50'STEEL ROLLERS ((OPTIONAL) ''i'tis•'••...�P�•C9`��� OG-21
8"TRUSS No.
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POP RIVETS 1-1 2"X 1/2"X 1/8'HORIZ.ANGLE ((��
f! 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 Fr. �V
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Iff GALV.V•STEEL « WITH 1-1/4"EMBED INTO MASONRY EXREEDING 8 FT. IN HE 2'X 2"X 1/B'HORIZ.ANGLE jl
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 Fr.OR �+
FASTENED W/(6) -X_5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS Z cy^
TRACK
14 GA GALV.STEEL ADJUSTABLE -- -- - -------- - -- WITHSTwo WELDS APOT-WELDED T01HOR2.APART O
2-1/2'X 4-1/4'X 13 GA STEEL PLATES r 5
SLIDE FASTENED TO BRACKET WELDED TO 1-1/2"X 1-1/2°X 14 GA ANGLE -- A�...J FIRST AT 3°D.C., REST AT 9'O.C. �•L�ii x
W/5/16-18%3/4'HEX HEAD - CONNECTED TO FLAG BRACKET ANGLE Q
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X 3/4"BOLT&NUT Q,!IL cp'i
WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ,TRACK LENGTH- OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDE WITH 0 0
TOP BRACKET - NN
(STANDARD) TOP BRACKET (2) 1/4-20 X 5/8"BOLT&NUr a N�1
CC
LOW HEADROOM DOOR O N n
14 GA.GALV.STEEL 1RACK - v C N
HORIZONTAL REINFORCEMENT _ - fy 0
1/2"X 1-3/4'X.058'FORMED STEEL - VERTICAL TRACK p g a
CLUED TO PANEL AND FASTENED TO 2-1/8"X 1'X.060" O dJ R
VERTICAL STILES WITH SECTION A-A
(2)3/16"POP RIVETS 2'X 5-1/2'X.104" g N
GALV.STEEL
FASTENED W/{4) 14 X 5 8'S.MS. LL Z N
HORIZONTAL REINFORCEMENT FOR
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS
1/2'X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH STH 81 62 B3 B4 B5 86 B7 B8 a
GLUED TO PANEL AND FASTENED TO 6'-0" 1B" 18" 18' 18"N/A 1"TO 2'11-3/4" 23" 34" 45" 56" 67" - 0
VERTICAL STILES WITH 19
(2)3/18°POP RIVETS 6'-B" 21'18' 18'21'N/A 1"TO 2'11-3/4' 23° 34' 45° 58" 67" - o N
_ 5(2)3 16.PO RIB 7'-0' 21'21 21'21'N/A 1"TO 2"11-3/4' 23' 34" 45° 56' 67" - -
N
7'-6' 18 18 18' 16' 18'1"TO 2'11-3/4' 23' 34" 45' S6' 67' 78-1/4' ,1
_ PLASTIC/STEEL ROLLERS Fr B'-DO" 21'16` 18" 18" 21"1'TO 2°11-3/4" M
®+ 1.82" DIk X .50' u>
W/.44 DIA. X 4-1/4"STEM = �-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM zo p0
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. c o ..
h M 4
OPTIONAL INSULATIONS: ago m PRODUCFITEVISM C Q
BY'DYPIASr PRODUCTS LLC' 0 1.9'X 2.19"X 3.3°%.090' ru COOP ln�wllb the Florida O
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ISO-25 POLY-ISOCYANURATE 2 m16 HIGH RACKETS �Op Code
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BY'INSULEOAM LLC' m 0^= B
DENSITY=0.92 PCF N
NOA f 17-0221.06 O
O 14 GA.GALV.STEEL S
�11()HINGES FA/STTENEDS a
14 X m
MIN..024"ROLL FORMED STEEL PANEL c g !r
DRAWING QUALITY G-40 a o Q
MIN.YIELD STRENGTH-39 KSI C z
POLYPRIMER
Elfi AINTTEDD TOP COAT TRACK CONFIGURATION z
APPLIED TO BOTH SIDES OF STEEL
a VERTICAL LIFE HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK 'B 0, ,x
12 GA.GALV,STEEL AVAILABLE TRACK OPTIONS 1Y111111111"
BOTTOM BRACKET FASTENED
W/(4)f 14%5/8'SMS .`���� •naS'!�y_�ii' q
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SEE SHEET 5
SECTION A-Adrawing no.
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SEE SHEET 2 FOR LOCATION i ���� 02-21
OF REINFORCING TRUSSES ��rSi/� � L1�11�`` sheet 3 of 5
3 4' REINFORCEMENT
IN. 1/2'X 1-3/4'X.058• �v
E FORMED STEEL N
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1-1/2'MIN. DIST. SELF DRIWNG SCREWS p8 X 1' I
I E DISL- --- - I - -m - - - - �- _ 3/16''RNDC STEEL RIVETS - _ ___ _ - -- _--OR SELF DRILLING SCREWS 'r.
m N o OR
MULTIGRIP W/DOME HEAD 3/16''RNIX'STEEL RIVETS G
AT 48'O.C. MULTIGRIP WY/DOME HEAD f'
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REINFORCEMENT
1/2"X 1-3/4'X.058' 0 NON
1/4'DLA.LAG SCREWS 1/4'OIA. LAG SCREWS FORMED STEEL O O a N
2 OD�Bu
I BY AT 6°FROM ENDS WOOD BU I AT 8°FROM ENDS
f AND 15"O.C.MA%. AND 15'D.C. MAX,
I L ('O
W'SfRIP ADAPTER---
ALUMINUM - - -
1 ; STEEL
P ADAPTER O R 0 a
RUBBER W'STRIPPING RUBBER W O'STRIPPING
D500 .040 J
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BOTTOM SEAL OPTIONS a,mmyyleg with lb.Fbdd. � I
OPTION. 'A' OPTION •B' lwwnsCode
Aepp No �d/ )2�• "�
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN.) pp 0.4 ti ro
THE INSTALLATION METHOD S SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT �`. NdlLt�"� � C M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN M
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE �+j
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING
ANCHORS STRUCTURE EMBED m
8 SPACING EDGE DIST. E co
3 'H SLEEVE BY HILTI CONC. 7-1 4 8' 2' Oj
3 LC 8'CONF7EX BY'ELCO' FILLED BLOCK 3-3 4"
3 8•DYNAtiOIT BY'TTW' CONC. 1-1/2 2^7 2
STEEL STRUCTURE BY OTHERS 3 a-POWER-BOLT BY'POWERS CONC. 2• OO to
5/16'% 1-5/B' MUST SUPPORT THE LOADS IMPOSED & p t o
LAG SCREWS BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSONS CONC. 1-1,2 B' 3' v
AT 12'O.C. CONCRETE f c-3000 PSI MIN.
5/18'Dl4 BOLTS C-90 GROUT FILLED BLOCK Vm 2000 PS MIN.
WOOD BUCK CONNECTION TO MASONRY \s.°.' TTI12 pcERMp NUT O
p---�EDGE DIST.
PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL COLUMN
ANCHORED TO I• I
la
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COWMN WITH
/4°ULTRACON BY'ELCO'WITH SPACING OF
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4•MIN.EMBED
13°O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED c
2-1 2"MIN. EDGE DISTANCE 7-1/4'X 2-1/2"X 14 GA o C1
/ 7-1 2' 1-1 2° CO STEEL ANGLE 1-1/2°
1/4'TAPPER BY'POWERS'WITH SPACING OF 72 GA GN.V.STEEL u g
17"O.C, INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED FLAT BRACKETS t3' LONG
13'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1/16•%2-1/2 2-1/8'X 1'X 14 GA. m m
3°MIN. EDGE DISTANCE FILLET WELDS AT 12.O.C.IN DOOR OPNG. CpLV•STEEL TRACK
AT 12"O.C.MAX. AT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8'OONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE W/(2T 1/4-20X5/8*TRUSS NO.
3/8'LOT BY'TTW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED SI S. &LOCK NUT c m m
23'O.C.INTO 3000 PSI CONCRETE,WITH 2-I/2'MIN.EMBED o o ^e•0 3
3'MIN.EDGE DISTANCE CONTINUOUS ANGLF TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK y g
TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK '>
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF _ x
10'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-7 4"MIN. EMBED,4'MIN. EDGE DIST. O
251/2C•MIIN.EDGE DISTANCE NTO 3000 PSI CONCRETE.WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION ```44p�3L�)7.. AH,
PREPARATION OF JAMBS BY OTHERS ��`�� VQ '•"'�% g a
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY _ $
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED _ 0 OMBY DOOR .
OR DOOR RREEPLLAACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY c F
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BUILDING OFFICIAL UPON INSPECTION. �.. ' L• ��t! ST OF drowing no.
�','�'' �'D' ''e�`�•`MAXIMUM EXTERIOR(+)LOAD PER JAMB�(16.16'X 62 PSf�/2 291 Lbe per Ft �/�ySA..""'���� 02-21
MAXIMUM INTERIOR(-) LOAD PER JAMB (16.16' X 44 PSF)/2 355.5 Lb. per Ft. /// ��� Bheet 4of 5
WINDOW HEIGHT
D.L OPG. D
O EXTERIOR O
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o. Jat.: Ds-lo-oz revisions: 24 G4 ROLL FORMED STEEL SECTIONAL GARAGE DR AL-FAROOQ CORPORATION C7 m p a no a e escn ion
f ENGINEERS&PRODUCT DEVELOPMENT,
N ewlr. _ 1 a9.1f1.1 NO DHOtiGE]fib SHEEP DAB Door Company, Inc. t'
DI ,p J 11.07.1 REV.PER Rat Wl1MENis
M SUNSET DRIVE,SUm:220
12195 N.W. 98th Ave. MwMI,FlORIDA33173 (CA.N. 3638) G.
bY• TAPoO K D3.o9'15 NO CVk%GE 7H5 SHEET Hialeah Gardens, Fl. 33018 TM_(a0S)2094L100 FAX(305)262.6078
a Mk L 10.0.1.17 UPDATED TO 2017 ESC TeL•(800)257-2016 Fax:(305)362-9272 GARAG 02-21 DAB