HomeMy WebLinkAboutProduct Approval i
M1AM1-DADS MIAMI-DADS COUNTY
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)31S-2590 F(786)315-2599
_NOTICE OF ACCEPTANCE (NOA) www.miamidadL.gov/economy
DAB Door Company,Inc.
12195 NW 981 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
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 16'-2"Wide with
Window Lite Option(DP+36.0,44.0 PSF)
APPROVAL DOCUMENT: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-
FTarooq 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
�roduct 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
I 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.
VERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
aterials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
Imales,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.
his NOA renews NOA#14-0814.10 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.
I NOA
No.15-0304.01
MIAMI•DADECOUNW Expiration Date:July 21,2020
Approval Date:April 23,2015
11Dl�1 S Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,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.
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#OS-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.RETI 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.HETI 03-TO78,dated 10/3.1/2003,
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 Nq.258592,dated 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted tinder 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.
*64Mill-
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-1
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Cont.)
"Submitted tinder NOA#I1-0414.12"
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 Plastics,for their
Leman 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.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.IRTI 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 "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 511 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
/Z
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4"X 18 GA. PUSH NUT TOP FIXTURE 5-1/2`X 2-3/4'X 0.1"
CALV.STEEL CENTER HINGE fD `� STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
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=FASTENED_TO_ENO_STILE_WITH TO BE INSTALLED AT � N
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GARAGE CONFORMS 25
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HEIGHT CONSISTS OF DICK GOOK 7-7/8"X 3-1/8"X.010' �� OPTIONAL VENTS I Ix Q N
6'-6' 2 SECTIONS 18.2 SECTIONS 41' STEER PLATE L(3)5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE O 3 ,a
W-9' 1 SECTION 18' 3 SECTIONS 21' WITH (4) #14 X 3/4'SDS OPNG.AREA NOT TO EXCEED 120 STI.IN. MAX.DOOR WIDTH WOOD GRAIN DESIGN L_-A O Z
7 4 SECTIONS 21'_ _._-_—_ 16'-2" .._—. & O U1 4 0
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7'=5' S SECTIONS 18'- CENTER STILE- INSIDE ELEVATION DAD DOORS INC. GO wg
r=9' 4 SECTIONS IB'1 SECTION 21' Hurricane Master®Model 824/811 N O x
8' 3 SECTIONS 16'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR
8=3' 2 SECTIONS IB'3 SECTIONS 2I' HANDLED STILE Max. $IZ6 16'-2° X 16'-0° High O
8=6" I SECTION 18' 4 SECTIONS 21' With Window Lite Option
W-9' S SECTIONS 21'-- #14 X 3/4"SELF DRILLWG SCREWS MAY BE USED `
IN uEu of 14 x 5 DESIGN PRESSURE RATING = + 36.0 PSF
9' S SECTIONS 18"- ° LOCK BAR GUIDES 8 SINS __
0'-3' 5 SECTIONS 1B"1 SECTION 21" INSTALLED ON END STILE - 44.0 PSF G
9=6` 4 SECTIONS 18'2 SECTIONS 21' WITH(4)014 X 5/8'SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTE
SES REAL S c n
9-9' 3 SECTIONS 18'3 SECTIONS Z1'
TV 2 SECTIONS 15"4 SECTIONS S.
X1 ° Q 18T X .6W LGCK BAR L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m r
11X-J' 1 BECKON IB' S SECTIONS 21' $ ENOACES IN TRACK REOUIREMEN7S OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
IO'-6'6 SECTIONS 21'- 2S ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). C'9
1VV-9'6 SECTIONS 18'1 SECTION 21' CENTER STILES SCHEDULE'A' m u
OUTSIDE KED LOC 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, g $
11' S SECTIONS 18'2 SECTIONS 21 CENTER STILES CONFlCURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11.'-3'4 SECTIONS 18'•3 SECTIONS 2P OPTIONAL DOOR WIDTHS #OF CENTER STILES DRESSING OR STUCCO.
11i-6' 3 SECTIONS 18'0 SECTIONS 21' TACK BAR LOCKING SHOWN ® ®® ® 8'-0'TO 9'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
I Ir-9'2 SECTIONS 18"5 SECTIONS 21' ALTERNATE TO 10'-0'TO 1I'-t0' _ _2 __ c m^
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN K^m g$
12' 1 SECTIONS 18"6 SECTIONS 21' - SPRING LOADED SLIDE BOLT. 12'-0'TO 13'-10' 3 •s a'
12'-3'7-SECTIONS-21-- LOCKS SHOWN ABOVE I THESE DETAILS ARE NOT PART OF THIS APPROVAL. N d S
B'^0'TO 9'-10" -°d 14'-0'TO 18'-10' 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY.
m m
12'-8'6 SECTIONS 18"2 SECTIONS 21' -'
DOOR WIDTHS 19'-11'TO IG'-Z' 5 c
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13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
1J'-3'3 SECTIONS 18 5 SECTIONS 21' p pI® � ® III II pl ryl ®� ASTM E1868&9/ E09.
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POP!RIVETS1-1/2"X 1/2"'X 1/8'HORIZ.ANGLE r l
5/16°X 1-5/8"LAG SCREWS INTO WOOD AOR HORIZ.TRACK SUPPORT, F.OR DOOR HEIGHTS IUPTO B FT, �M
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WITH(4) 1/4-20 SS.BOLT&NUTS HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH
TOP BRACKET (2);1/4-20 X 5/8"BOLT&NUT
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1/2"X 1-3/4"X.058-FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH STH 91 82 83 84 BS B6 B7 BB
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VERTICAL STILES WRH - 6'-0' 18°18. 1B'16°N/A 1°TO 2°11-3/4' 23" 34" 45" 56" 67° ro
(2)3/16•POP RIVETS 6'-6' 21"16' 18'21"N/A 1_TO 2"11-3/4" 23" 34" 45" 56° 67" -
5/16^MEETING RIB 7'-0' 21"21" 21"21"N/A 1`TO 2`11-3/4^ 23" 14" 45" 56` 67°-
7'-6" IB"16" 18 18 16 1"TO 2'11-3/4` 23" 34 45` 56 67" 78-1/4"
PLASTIC/STEFL ROLLERS I' 8'-0' 21"18` 18'18" 21"1"TO 2`11-3/4"1 231 1 34" 45" 56" 67°
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FOR DOORS MORE THAN 8 FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"D.C.
OPTIONAL INSULATIONS:
EPS-17tPAND 0 POLYSTYRENE
DENSITY- 1,05 PCF m 1.9'X 2.19•-X 3.3"X.090' / ? to a
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MIN.YIELD STRENGTH a 39 KSI $ 2�
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SECTION 'A—A 2_1
SEE SEE SHEET 2 FOR:LOCATION
OF REINFORCING TRUSSES sheat 3 of 5
4• REINFORCEMENT' (r]�
IN. 1/Y X 1-3/4'X.050° ��tl
FORMED STEEL I
BBOT•t' I
b 1-!tl/2'MIN. OR SELF ORILLNG SCREWS:
I DIST., SELF DRILUNG SCREWS a ---—
"1{
c I E DIST. I m 3/16"'RIVEX'STEEL RIVETS OR: c+
' m N MULTIGRIP W/DOME HEAD 3/16°'RIVE%'STEEL RIVETS Tr�
\ \ Qg .AT 48"D.C. MULTIGRIP W/DOME HEAD
J P
I I 13AT
REINFORCEMENT 48'O.C.
1/2°K 1-3/4"X.OSB"
1/4°DUL LAG SCREWS 1/4'DIA LAG SCREWS FORMED STEEL O4RUSEIER
2BY 28Y\'AT6'FROM ENDS --A 8'FROM ENDSAND 15'O.C,MA%. ANNO 15"O.C.IMA%. WSTRIP ADAPTER ALUMINUM W�SEiERLIF ADAPTERRUBBER W'STRIPPING W'STRIPPING
C
oso .Z� °
BL�.JJ" L\��5i4 700 I 348 �Q�il�"L
1.790—{ d .�
11 ,o
BOTTOM SEAL OPTIONS
OPTION 'A' OPT40N 'B' I•�
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN.) s n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO•ADDITIONAL.CALCULATIONS/DESIGN rn
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH'NO ENGINEER OF RECORD,INSTALLATION MAY BE ._ -. y ht V)
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING W W
ANCHORS STRUCTURE EM8E0 SPACIND J2-1
Yn o1 1� 1
3 8 HLC SLEEVE)3Y HILTI CONC. 1-1 4 8°
J 8 COMPLEX BY'ELCO FILLED BLOCK IN O 3
STEEL.STRUCTURE BY OTHERS 3 "tlYNABOIT BY TRV CONC. 1-1.2" B' O Z
5/IB'% 1-5 B' MUST SUPPORT THE LOADS IMPOSED3 8 POWER-BOLT BY POWERS CONC_ 0' I]�.
LAG SCREWS 8Y DOOR SYSTEM 3 8 SLEEVE-ALLOY SWPSDNS CONC._ 1-102 8' S_ m
Al 1 C O.C. CONCRETE 1'e=3000 P51 MIN. In NI
C-90 GROUTIFILLED BLOCK Nm m 2000 PSI MIN. N '-'_
5/16°DIA.BOLTS
WITH NUT
WOOD BUCK CONNECTION TO MASONRY "° rATT 12"O.C.MAX�;' I EDGE D15T.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH] LL BBE ANCHORED
REINFORCED1 1
GROUTED REINFORCED MASONRY BLOCK WALL ORRCON
CONC.COLUMN WITH 1
1/4�ULTRACON BY T LCO'FILL'D B SPACING OF 1, -
12'O.C.INTO GROUT FILLED BLOCK WALL,WITH:2-1/4'MIN.EMBED
13'D.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1=1 4'X 2-1/2'X 14 GA o
2-1/2"MIN.EDGE DISTANCE 1-1/2' 71-1/2' '-'—'COR.STEEL ANGLE 1-1/2" j
1/4 TAPPER BY POWERS W(M SPACING OF 12 GA.GALV.STEEL m C}
11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED —FIAT BRACKETS f3'LONG 2-1_/B•;X 1•X 1q Ca, o fai
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4`MIN,EMBED 1/TH"X 2-1/2 AT 12'O.C.IN DOOR OPNO. CAL.STEEL TRACK
3"MIN.EDGE DISTANCE PILLET WELDS
AT 18'O.C.'ABOVE DOOR OPNC. FASTENED TO TRACK PLATES
3/8'CONFLEX BY'ELCO'OR AT 12'O.C.MAX. CONNECTED TO CONT.ANGLE W/_�2T A/4-20X5/8'TRUSS HO.
.3 LOT BY'ITW'WITH SPACING OF W/(J)SPOT WELDS AT EACH SIDE Soo M.S.k LOCK NUT c
2J'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBEDo o y'r S S
3'MIN.EDGE DISTANCE CONTINUOUS ANG TRACK REVERSE TRACK. .CONTINUOUS ANGLE TRACK m eO C•�
J/B'HLC SLEEVE BY'HILTF'WITH SPACING OF TO Milan BUCK TO STEEL ',j0 CONGRErE ANO FlLI EO BLOCK
10°O.C.INTO GROUT FlLlEO BLOCK WAIL,WTM 1-1 4'MIN.EMBED,4"MIN,EDGE DIST.
15'O.C.INTO
3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2'?MIN.EDGE DISTANCE - gg
PREPARATIONME JAMBS BY OTHERS FLA PE 70592 a `
V0592 PaoouerlTEr4eweo
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CAN.3538 OdWheee � $ 1 }`
BYEDOOR OF SYSTEM.PORTING STRUCTURE TO SUPPORT LOADS IMPOSE() ibeL�hTb IbLTLO�gQ.OI
FOR DOOR REPLACEMENT IN iRETROFIT BUILDINGS WITH ND:ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY drOw?ng no.
BUILDING OFFICIAL'UPON INSPECTION. 8015 RLgLet
.�MAXIMUM EN(TERIOR(+)LOAD PER JAMB-(18.18'X 82 PSP)/2- 291 Lbs per FI. ; 0 2-21
MAXIMUM INTERIOR(-)LOAD PER JAMB m(16.18'X 44 PSF)/2 -355.5 Lba;per Ft. s-6it 4of 5
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
s4;GA.(.02a STEEL-MIN. SEE-1EVIDENCE-PAGE Z -
1.765 IIS 1.725
7/16'OIA.WASHER 11144 CFF_f�iii
C r
(� d8 X 3/4'SMS 21 3/4' o.O ' it
OA1 1 I ®J/8'FROM ENDS MAX, .V6 .800 �zy..gpp Wj i
LOA JI t AND 7•D.C.MAX. WOW.WIDTH VO n p4 `!
' " t t * EXTERIOR FRAME * INTERIOR PRAME
p 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
u I ` (a)9e x JF O SMS EN 4 x o MAX. Q M
A .-1/FROM ENDS ; c O.L'0.
AND 6-1/2'o.c,MAX. g � J v
L i I A
Ilii 175%.062 DEEP •' w
1111 GROOVE
v
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ErY
I i I
II II 1 'SABIC INNOVATIVE PLASTICS' El El 0 0 6/4;•P ONATE LXAN
NOA 813-0717.01
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,it., 175 X.082 DEEP •. I g
illt GROOVEEDED $j
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03
(a)ge x J/a•sAs INSIDE ELEVATION ° g'
0 1-J/e'FROM ENDS 'RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AN 6-1/z'o.c.MAS. WINDOW LUTES CAN BE IN ANY LOCATION IN DOOR SECTION g
C x;
O a d8 X 3/4'SMS I�
III 1 1 ®3-1/FROM ENDS -.175 X.002 DEEP
AND 4-1/2"O.C.MAX. GROOVE
` I #6 X 3/4"SMS • ���x_
'J O 3/6"FROM ENDS -
AND 7"o.C.mm; r- -------- qq
__ ___ Engn JAVAD AHMAD PROIDUCt URNEV/ED d B
OlVL
7/16'DIA WASHER - -_____ _ _ _ _ _ _ ___ _ FlA 1REB 705 2 •� *AF + 11
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No
DOOR PANEL EXTERIOR
241 CA(.024)STEEL MIN.
DOOR PANEL 15/16'MIN. D.L.OPG. PIC�O� drawing no.
24 GA.(.024)STEEL MIN. GIAZINO BITE
WINDOW WIDTH 0'2-23
sheet 5 of 5