HomeMy WebLinkAboutProduct Approval v
M IAM FOADE AC AMI DADE COUNTY
e PRODUCT CONTROL SECTION
11845 SW 26 Street,Room 208
DEPARTMENT OF]REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSIONT_ 6)315-7590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA RECEIVE® www.miamidadS.gov/economy
DAB Door Company,Inca MAY 2 2 2019
12195 NW 98'n Avenue LSTT. cie County, Permitting
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 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,titled"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 7avad 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,
>Z- 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
U, 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.
LU 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#16-0330.02 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 iYo.17-1018.13
MIAM 41&ME COUNTY Expiration Date:August 9,2021
Approval Date:December 14,2017
1k Page 1
DAB Door Com any,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets I 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 "Submitted under NOA#09-0128.04"
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 24113.' .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 Engineering&
Testing,Inc,Test Reports No.HETI-08-2149A/B, dated 06/27/2008,signed and
sealed by Candido F. Font,P.E.
"Submitted wider NOA#09-012&04"
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F.Font,P.E.
"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
panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,
signed by W.A.Jackson,F.E.
haq L 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 NOA#14-0814.04"
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 wider NOA#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,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08,issued to SA13IC 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
Insulfoam Expanded Polystyrene Insulation,approved on 08/14./2014 and expiring on
11/2912017.
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 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-AO02,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D63 8 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 TesE 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 conformance to the 51 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.
S1wa \ . -11t.-1�0 -
Isbaq 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 Garage Door",sheets 1 through 5 of 5,dated
02/01/2001 and last revised on OCT 05,2017,sheets I 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.
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-C1 Polvisocyanurate 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 SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018,
E. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th Edition)and FBC 2017 (61 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,expiring 08/09/21.
Yshaq L Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date:August 9,2021
Approval Date:December 14,2017
E-3
7-1/2'X r X.071'GN.v.STEEL TOP FIXTURE 5-1/2-X 2-3/r x 0.1•
END ROLLER HTNCESTEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(a)f/4 X 5/8'SMS - FASTENED TD END STU WITH OPTIONAL DOOR MYER ,
WITHOUT DEtRON SLEEVE(STD. ° �� (6)f14 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT 1 v
WITH Dam SLEEVE(OPTIONAL) ! `I°m CENTER SIDE CENTER STILE Z
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FASTENED W/(4)f14 X 1/2-S.M.S. .'
�`�•-- 5/8'MIN.LOCK ENGAGEMENT t'S
.CONFORMS TO SECTION 1068 REGARDING OrJRAOE`DOORS I
L3
DOOR HEIM CONSISTS OF �!� ®- \ -- \ ! — (j N
0'-8' 12 SECTIONS 18'z SECTIONS 21 158 DTA.GALV.AIRCRAFT TYPE ! i ! ® �\ �.• i OPTIONAL.VENT _. L—A I C3BLE L
8'-0' t SECTION 1a' 3 SELMONS 21 WP MIN.5 TO��FACTOR r t r L ! 0 E 0
Y 4 5'E1:iKk`�21'- r i i (3)5"WIDE AT 7°O.C.MAX. OFnGNAL FLUSH FACE
1 O A r OPENING AREA NOT TO EXCEED WOOD GRAN DESIGN W 0 gg
T-3' - - - t ! 7 ! 120 SO.94. COLONIAL DESIGN � O1 m ffi
Y-6' 6 SECRMNS IL - B'X 3'X O.t' t I r� / %(!-6
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W 3�S�E,L�1f�O�NS 18'2 SECTIONS 21' W(RH(2)f14 X5%6'SMS l.1 0 ,! '� G i�:�� MAX.DOOR WIDTH
B-r 2i SECTIONS 18`3 SECTION21'
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W-9' 1 SECTION Ir 4FSOMIONS 21
a-9' 9 SM?1ONS 21-- BRACKET `eRACXET~ INSIDE ELEVATION DAB BOORS INC. 1
9• 6 SECTKM 18'- M. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Master'Modet 824/81 T I E
W-r 5 SECTIONS 18`i SECTION 21' DOOR OPTION
9-8' 4 SECTIONS 18'2 SECTIONS 21• Max. Sze B'-4" X 16`-0" High `yt
B'-r 3 SECTIONS 1B-3 SECTIONS 21' 7-7/8'X 3-1/8'X .OTO' With Window Lite Option
10' 2 SECTIONS 18'4 SECTIONS 21 DWI; f14 X 3/4'SELF DR[WNG SCREWS MAY BE USm a
to'-3• t SMM 18' FS—MMM 21CENTER STILE WITH(4)#14 X 3/4"SDS IN LIEU OF f14%5/8'SMS DESIGN PRESSURE RATING = + 50.0 PSF t'
1O'-r 6 SECTIONS 21`- OUTSIDE NERAL NOTES
10-9 6 SECTIONS 18711 SECTION 21• — 60.0 PSF A O
HANDLE END STILE m 2 2 2,11
11' S SECTIONS 1a•2 SECTIONS 21 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOW Ep 1N ACCORDANCE WTIH tR�REOut K7117iTS F10RRfA
4 SECIION9 te'P.J.SECTIONS 21 i REQUIREMENTS OF THE 2014 (STH EDITION)/2017(8TH EDITION) FLORIDA BUILDING CODE.TAS-202.TAS-201&TAS-203 FOR H4HZ AND
n'-a• 3 SECTwNs ia' �oTTas 21 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ASTM Et8W-9S Asst E1995-09,
111-9• 2 SECTIONS 18'15 sECTIats Ti °
tz' 1 SELT�IONS 1a'0 SECTIONS 27 j ug ONTDE'1�40 STILE 2.ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
12'-3• 7 SECTIONS 421*- I WNW(4) }114 X 5/8'SMS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE TMS PRODUCT IS RATED FOR LARGE MISSIR.E IMPACT yi�$MIT 4
tr-a. a SECTIONS 18'2 SECTIONS 2t• ° 4 MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO.
t2'- s smnoms Is-3 smmm 21• •IEN8T XE.6W TRACK
1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1 Ir
13' 4 SECTIONS 10"4°SMONS 21 111111
1 -3 3 SECTIONS in,a SECTIONS 21ON EACH SIDE OF DOOR 4,MATERIALS INCLUDING BUT NOT LIMITED TO S1EiEL/METAL SCREWS,THAT ��L�1. . IIA�ii ` o ;T
13°-6'--2 sE'CTIONS19'a SECTIOILS 2121 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �1
13'-9` 1 SEC110N Ir 7 SECTIONS 21 OLJTSLDE KEYED LOCK (OPTIONAL) REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE &ADOPTED STANDARDS. E�:,= li. cw i �� ��' �'• ' 4 g
14' 8-SECTIONS 21'- LOCK BAR LOCKING SHOWN S.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION s
14'-r 9 SMT06 i0'3 SEC90N9 21ALTERNATE TO SPRINT]LOADED SLIDE BOLT FOR A SiTE SPECIFIC PROJECT. i.e. LIR SAFETY OF THIS PRODUCT,ADEQUACY
s SECRONS IS'4 SMIMNS 21• LOCKS SHOWN ABOVE OF STRUCTURE RECEIVING THIS PRODUCT AND SEAM40 AROUND OPENING FOR rw�ytyal,�p,e >; y
14'-0• 4 SECTIONS 18.0 9TCTIpS 21' WATER INFILTRATION RESISTANCE ETC.
18' 3 SECTIONS 1e•6 smnma 21• CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE AIYN.YZED SEPARATELY, Aarp a 'No 17-l0/ ./3 •: ,` ambling no.
15•-3• 2 SECt"S IS!7 SM31ONS 21` AND TO BE REVIEWED BY BUILDING OFFICIAL �.` 01—O�
tS'-e' 1 SECTION 1 8 SECTIONS 2t' 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ��r*fah i ` `�
9 semens 21•- IN ACCORDANCE WITH SECTION 1705.9.3 OF FLORIDA BUILDING CODE, is ( «� s/ ?�
I4 SCMMS%W-14 SMTIONS 21 LABELING To COMPLY WiiH SECTION 1705.5.2 r"" r Irtl tt1111 sheet t of$(—
24 GA STEEL PANEL
3/II'ALUM WETS
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FLAPS BENT OYER PANEL @
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TO WOOD 4wa WITH BY 'SCHLAGE SECURITY HARDWARE'
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ANCHORS AT TRAGIC BRACKET: o c c X
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0.55 S.G. , ST". .END STILE WITH 3/18'POP MVM Q 12'O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLOCK j Cp Ly N
1-7/8'X 2-S/8'X 445'STEEL CONCRETE fa o 3000 PSA MTI. N i0 o
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SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4'X 13 Gk STEEL PLATES ""-- A D TO SPRING SHAFT KAltDE WITH 1
W/5/16-16 X 3/4'HEX HEAD _ WELOEB TO 1-1/2'X 1-1/2'X 14 GA.ANGLE -- A J (2) 1/4-20 X 5/6'BOLt&m
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(2)3/16'POP RIVETS YpP BRACI�T FORLZ
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HOWIDNTAL REINFORCEMENT 82 IST 2ND 3R0 4THIMI 81 82 83 84 85 86 87 BB 3
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8/16`MEETING RIS
- 8'-0' 21'18'
me DIA X.50'ROLLERS � I —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
W/A4 DIA X 4-1/4'STEM FOR DOORS MORE THAN 6 FT.HIGH,USE ADOTTIONAI.TRACK BRACKETS AT 10'O.C. I ad p
o = 8 A. �S
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a Y DENSR2-3CONlY-20 PCF 11 &.1 TRACK WITH L»113%1 .Tct z .gI Orn m N
= N.OA$16-1108.04 1 ) I1/4'TOUTS TS.
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WITH PRIMER AND BAKED-ON 1 K ONFl. RenDN
POLYSTER FARM TOP COAT
APPLIED TO BOTH SIDES OF STEEL
N
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t DiSL I MULTmp W/DOME HEAD OR 3/10''REVEX'STEEL RIVETS' 0 w
i g AT 48'O.C. MUIAT m WaG J DOME HEAD
F'
8 fMEM'
FORMED STEQ + + C7
1/4'DIA LAO SCREWS 1/4'DVI.LAD SCREWS
20Y1 AT 8•FROM ENDS 2 AT 8'FROM ENDS
AND 19'O.C.MAX1 AND 19'O.C.MAX. V
W'S'iRtP LUMPIER �y
ALUMINUM QIP LOOPIER
' RUBBER W'STRIPP810
RU5BER W SIRIPPINC
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OPTION OPTION 'e' BOTTOM SEAL OPTIONS AdiNeIT,ait.�
Z!
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPEMC GRAVM SO-0.55 MIN.) IL
Itl+ir C1wM1 o c 10
a
THE INSTALLATION MEMOS SHOWN ABOVE SHOWS 2X8 SVP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES-B THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCU(ATIONS/DES(GN W r M
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE C >
FOR DOOR RFPLACEMEM APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATON MAY BE ANCHOR SPACING p¢d
VERIFIED AND APPROVED BY THE BUILDING OFF[dAL UPON INSPECTION. ANCHORS I STRUCTURE. EMBED SPACING EDGE DIST.
3 8 SLEEVE BY FtJC CONC. T-i 4 Ir - 8 €Eo m
3 HLC SLEEVE BY TT K -) 4 '3
AIX'
8'OYNABOIT BY CONG i-t ti
O • o n
3 DYNRBOLT BY FlELED BLOCK i-) 2' 87 2-14... 8 p N7 Ps
5/16•X 1-5 STEEL STRUCTURE BY OTHERS DSIM 3 POWER-BOLT BY CONC. W t-7 8 V p Z
TAG 9- j
HE LOADS IMPOSED W O N a
AT 12.O.C. 3/8- -ALL --&W. t- B" 1- 8 NO, m-•
CONCRETE Yc m 3tWO PSI NLN. i� o
8/16•m BOLTS C-90 CROUP FILLED BLOCK rm..2000 PSI MIN.WOOD BUCK CONNECTION TO MASONRY �a RH WASHER&NLTPS t2'O.C_tJNT. EDOE DISTPRESSURE TWAIED 2X8 SYP WOOD JAMBS WHICH WALL BE AKCNOREO 10 GROUTED REINFORCED MASONRY BLOCK WALL OR COW-COLUMN WITHi/4'ULMkCON BY'ML WITH SPACING OF 1fi O.C.INTO GROUT FILLED BLOCK WALL WTH 2-1/4'MIN.EMBEDi8 O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4`MIN.EMBID2-1/2'MJN.EIXiE DISTANCE -„,,,_1-i/4'X 2-7/2'X 14 GAa•SAPPER BY'POWERS'WITH SPACING OF i-)/2' . .Srt14.OC.INTO GROUP FILLED BLOCK WALL.WRH t-t//2'MIN,EMBED 12 GA.G&V.SIM 16'O.C.INTO 3000 PSI CONCRM WITH 1-3J4”MIN.EMSED 2-1 X t'K 14(fA.3•MIN.EDGE DISTANCE 1 t6' FLAT BRACKETS t3'LONG GALVSTEEL TRACK/FILLAT T2'O.C.IN DOOR OPNG. FASTENED TO TRACK PLATES
3/8'CONFLEX BY'ELCO'OR AT 12' AT 18'O.C.ABOVE DOOR OPNG. W{(21 114-20XL5Z TRUSS NIL
318'EAT BY'TRY WITH SPADING or CONNECTED TO COWL ANGLE 51.DTTFD f.1S.&LOCK NUT ". F
W/(3)SPOT WELDS AT EANON SIDE m _
24'O.C.INTO 3000 PSI CONCRETE,WITH 2-1J2'MEN.EMB®
2'MIN,EDGE DISTANCE CONnNLx3LIS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK ® A h
3/8•HLC SLEEVE BY'HILA'WITH SPACING OF TO WOOD RUCK TO Sym TO CONCRETE_AND FIC f ED RI.00K a '
8"D.C. 1 WO GROUT FILLED BLOCK WALL,WITH 1- 4'MIN.EMBED,4•MIN.EDGE DIST.
18'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN,EMBED AND --. - -
2-112'MIN.EDGE DISTANCE ALTERNATE TRACK INff&"ION 11 Nr
PREPARATION OF JAMBS BY OTHER �'�` `'•
FOR NEW CONSTRUCTION FJNGINEER OF RECORD OR ARCHREOT TO VER11f•YY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS DAPOSED am
BY DOOR SYSTEM.
FOR OCOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF *-
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY -
SUILdHC OFFICIAL UPON INSPECWN.
OF OF Browing no.
MAXIMUM ExTE M(+)LOAD PER JAMB-(8.33'X 50 PSF)/2-2333 Lbs per FL �� 01-09 .
MAXMUM INTE32 W-)LOAD PER JAMB-(9.33'X 10 PSF)/2-279.9 Lbs per FL /
r rLtt))T � eheet 4 of 5
K PLASTIC COMPLIES WITH "D 1-1-250 4.V
POOR PNIEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL UN. SEE EVIDENCE PAGE S
Z m190
d q
1.725
7/16`M WASHER
1.144 C
� I
e8 X 3/4'SMS 21 314' fW i
t t O 318`FROM DIDS MAX. .178 '`�• g 981 t
AND 7'D.C.MM � WDw.WIDTf1 * d$ I I
' s F C ONE PIECE INJ 1 861E $
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4 8X34 SYS
1 iji, 1 O 1-3187 FROM ENDS
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1 AND 6-112°ac.MAX. m$ g Isl
C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
15 x 3/4•SMS
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24 CA(.024)S1tiEL WN. _... EXTERIOR
DOOR PANEL 15/18'MIK D.L.OM aVC draw7ng no.
24 GA.(.024)STEEL.MIN. cLA2ING 701E '. ''•• oate!'.•� , 01-09
WINDOW WOT11
At t fltt t abeet 5 of 5