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HomeMy WebLinkAboutProduct Approval PN � t%,sI7 0 / MIAM[•DADE MIAMI-DADE 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)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.eov/eeonomy DAB Door Company,Inc. 12195 NW 98th 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 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 1 through 5 of 5, dated 02/01/2001,with last revision J dated 03/09/2015,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 number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference member,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-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. This NOA revises NOA##14-0814.04 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. NOA No.15-0317.02 MIAMI•DADECOUNTY Expiration Date: August 9,2016 Approval Date:June 11,2015 fAoa I7' Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitter)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 20394 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 ' i 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 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 12/23/2008, 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,P.E. oG�o2/Zo15 Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0317.02 Expiration Date:August 9,2016 Approval Date:June 11,2015 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 under NOA#09-0128.04" 2. 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. 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 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. I1-0926.07,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 Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.BETI 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-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#14-0814.04" 1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. ob o2 Zpts Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0317.02 Expiration Date:August 9,2016 Approval Date:June 11,2015 E-2 7-1/2'x M'x.071•GALV.STEEL TOP FIXTURE 5-1/2•X 2-3/4'%0.1' 4_ END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 US W/NUT LEF�LL 7� FASTDIEO Tp END 570E WITH ppTipyAl pppq y,ly 4y W/(6)BIS L 5/8'TO.)SUS -------- (6)114%3/4'SELF DRILLING SCREWS TO BE INSTALLED AT WITHOUT DEIRON SILEVE(OPTIONAL) � WITH DEIRON SLEEVE(OPTIONAL) CENTER SIDE 'j m � ,i 00 CENTER STILE C q ----------- C, --- - Cr I _ NJ GALV.S%2-1/4'%.0]1' -_�- ___ INS GALV.STEEL CETERN01GEW/(a)114z s/e•seesWITH OEIRON SLONE(OPTIONAL) , _ °LOCK iN • __- 2/D00R 1'W%.IS'MK.LATCH _— - _--- m •1� •I� �� STARGVLO LOCK I w SPRING LOADED SLOE BOLT(80M SIMS) - - - m p FASTENED W/(a)Bla%1/2'S.DS ' — o 3 _-5/8'MITI. LOCK ENGAGEMENT ' I Q�` � �n -C0160WS5 TO SECTION 1008 REGARD----NC GARAGE ODORS _ _� Cj I W. BOOR HEIGHT CONSISTS OF ° — J¢U 6'-6' 2 SECIIONS 18'2 SECTIONS 21' .158 01A GALV.NRCRAFT TYq ® L—A A •.�.... Z.O Q m 6•-9• I SCCDOx 1B' S BDC1�21 tr NICO-PRESS SLEEOPTIONAL VENT W wN.S 10 1 SAFELY FAC7 (J)5-MOE AT 7'O.C.LIAR OPTIONAL iL1/511 FACE 'O 2 V T 4 SECTIONS T1"- W:0 IlT ° OPENING AREA NOT TO EXCEED COLONIAL DESIGN WOOD GRAIN DESIGN N 120 SO.IN. mm m X -6• 5 SECII R 18'1 6'X EE X PLATE )'a, 4 SECTIONS IB'1 SECMN Z1' STEEL PUTS MAX.DOOR WHIM �8' J SECTIONS 18'2 sECTIONS TI' R'IIH(2)11a X5/8'SMS ° � I D p•-1• B'-S' 2 SECTIONS 18'J S[C11WL5 2I' `-J,� 0 1 SECTION 18' 4 SECTIONS 21' - - B•-9• s st=,,S 21•- BRACKET -BRACKET INSIDE ELEVATION e• a sEGnons 1 - STD.LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR s•-J• s SECOONS 1e'1 SECTION 21' DOOR OPTION I SECTIONS Ir 2 SECTIONS 21 - e W-9• S SECTIONS IW J SECTIONS 21• 7-7/e'X 3-1/8'x.010• «illy I—2 SECTIONS 18.4 SECI]ONS 21• STEFl PLATE DAD DOORS INC. 10'-3' T SECTION IB' s SECTIONS 21' CENTER SIRE WIN(4)114%J/1'505 Hurewo..U.M.'s Model 824/611 ° ill io'-a' B SECTI01L5 21'- OtR5I0E ULA.Size 9'-4'x 16•-0'"h 10'-9' 6 SECTIONS 111.1 SECTION 21' 114 X 7//•SELF ORIWNC SCREWS LNY 0E USED N a - 11' 5 SECTIONS 1B•z sEcno:a;z1' 1NN0LL END STILE w IJEU OF 116%S/8'SMS —� Vfi1h WiMor Life OPBIn e $1 11'-J• 4 SEC—IB']SECIIpNS 21' 11'-4• J sEEmis 1e•4 sECIEM6 21• THIS PRoOua Is RATED FOR LARGE MI54LE luvper DESIGN PRESSURE RATING- + 50.0 PSF Y x sEcnoHs 16's sEtmra z1 LOCK BAR GUIDES _ - 60.0 PSF IZ' 1 SECTIONS IB'6 SECTIWS 21 • INSTALLED ON END SIRE e 12•-r ]sccTlals xr- Wml(+l B14 x 5/13•sus GENERAL NOTES p d"a a=e I1'-8' 6 51.L11oHs 1B'1 SOTONS TI • 4 1Y-9' 8 SECTIONS ie']SECTIONS TI' .IST X.61Y LOCK BAR L THIS PRODUCT NAS SEEN DESIGNED AND TESTED TO COUPLY WITH THE IJ' 4 SECTIWIS le'a SECTIONS TI' ENOAGES IN TRACK REWIRELENTS OF THE FLORIDA MADNC CODE(TBC)FIFTH EDITION(2014) IJ-J• J SECTINK 1e' SLC1gN5 21• ON EACH SIDE OF DOOR INCLUDING HIGH VEEO[OY Numacum TOLE(NHZ). o Y IJ'-8' _z SECTIONS 1e•18 SECTIONS 21' OUTSIDE KEYED LOCK(OPTIDNALI 2. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS. �Al. ' IJ'-9' 1 SECTION 18' 7 SECTIO`S 21' ANCHOR CNDEDUENT TO BASE MATERIAL SHALL BE BEYOND WALL CNIL �o1�Flrwl�rj►Ar 4 IV B SECTIONS 21'- I=BAR LOCKING SHOWN ORESSNG OR STUCCO. FLCAIL J 512 �QlgCpb S If-J' 6 SECTIONS 1B'J SECTIONS 21' ALTERNATE TO SPRING LOADED 50DE BOLT 7 ALL BOLTS,NUTS AND WASHERS SHALL BE ZBVC PLATED CMBON STEEL. Amq�gti( .6 14'-6' S SECTIONS 1B'4 IICTIOKS 21 LOCKS SHOOK ABOVE G If-a_4 SECTIONS IB'S SLCTIOYs 11' 4. ANCHORING OR LOADING CONDITIONS TIMER DUN HOSE SHOWN w E TIGNS 1E'6 SECDpxS 21THESE DEU95 ARE NOT PART OF IHS APPROVAL2 SECTIONS 18'1 SECTIONS 11' S. A LOAD DURATION INCREASE R USED IN DESIGN OF ANCHORS WO WOW ONLY. 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I Z STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO VIODD JAMB WITH BY'SCHLAGE SECURITY HARDWARE' IF 5/16•x 1-5/8'LAG SCREW INSTALLED IN 9/16'DA,HOLES IN CENTER STILE (MLY THREADED) FND SRLE ¢ m ONE PER BRACKET POSITIONED AT EYE LEVEL I o ANCHORS AT 7RAC1(BRAClO:T: o n OPRONAL STOP MOULDING FOO CONNECTION OF W000 BUCX BY DOOR INSTALLER Al]/R'OLL POWER-BOLT BY'POIMFRS' w Q TO UISONRY SEE NOTE ON SLEET 4 2'Mai EBBED INTO CONCRETE V ®14 X 5/8'SUS 1-7/8'ION.EDGE DISTANCE Z N Vi m 6 PER MAGE 3/4•x 2-X 2-1/Y x 111 GA STEEL B)T/e•DM_HlG cLEFVF BY'MIEN' � Z m [ND STILE.CONNECT TO PANELS MOTH ' SOUTHERN PIKE 1/2'X 1-3/4'X.M'FORMED STEEL FLAPS AND J/16'NUM RIVETS 1-I/4LLY4.EMBED oR0 CONCRETE OR FILLED BLOCK Q V,mph�I GLUED T11 PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/87 UH.EDGE DISTANCE ItBD CONCRETE Z 0.55 S.C.• EOG orsT'.. END SIRE WIiH]/f6'POP WVETS 0 12'O.C. 4'URL EDGE DISTANCE INTO FILLED BLOCK O Z ° 1-7/8'x 2-5/5'X JHS'STEELEaE CONCRETE 1'c-30GO PSI M. A 1 CCMLR S7XL.GLUED I RIVETED DISTANCE C-90 GROUT FILLED BLOCK I'm-MOO PSI Mol. m I TO PANEL W/(4)3/16'RIVETS POP RNQ _ UN. RUM .."".SII.J/161•� O 114 X 5/8'S.U.S. e t _ _ 4/HINGE ' e I. - 1 b.._, c b /ANG OR TYPE A OR 1.9•%2.19'X].J•% IO2' H STEEL TRACK BRACKETS PER BR3 FFO SE _ SEE SHEET J FOR SPACRNi SFE SHEET J OR BRACKET SPACING .� I I /1-20 SS BOLT&NUT a S '13a 7-1/2'X.071•GALV.ENTER STEEL I o`u CENTER WAGE 7-1/2'X J'X.071 J 7/16'Pi15NNUi SECTION R-B END ROLLER,eNGE INSTALLED ON ROLLER SHAFT Gq0 AM N1VAD 1MOLMiCE pBYLSp I avn a• N!lpFdr e SICLL TX 2 INTERIOR SIDE 1.82'DLA x 50'STEEL ROLLERS(STD.) FIA,PE 70592 I 1.82.06l x SO•MILTON ROLLERS(OPTIONAL) CA]L A4°y4�4T10 31.yI G 14 GA%2-1/8'%I. (STA 2.75'Dlil%SO'STEEL ROLLERS(OPTIONAL) Ti 12 GA X]-s Ifi'%1-1/2' OPTIONAL) 2.75•DA.X 50 NYLON ROLLERS(OPTIONAL) FASTENED ro K Pura W/1/4-20 x 5/8'TRUSS 110. VADi s'STEM OY SLOTTED U.S.h LDgt NUT draWing n0. MA 00 2015 01-09 sheet$of 5 POP RWEfs 2 X 2 X 1/8'HORIZ.ANGLE /� 9 2' 5/I6'X 1-5/8'LAG SCREWS INTO WOOD OR HORIL TRACK SUPPORT. SPOT WEEDED TO HOML TRACK TV 3 1'..�1 ]-]/C%5-1/z'%J'%.101' 5/18'SLEEVE ANCHORS CFNTER SUPPORT REOD.ON DOORS µIDI MID WELDS AT 1-1/2'APART ^ I I GAIN'. V•ROLLER DRMKR ON ELRI WE WITH 1-1/4'ENBE�IN10 ER BR CKET IXI�jEEDWG B R.W HEIGHT fOiSIT AT]'O.C. �1 FASTENED V]/(6)1 14 X 5/9'SYS.-_ 11 A�-, RESIT AT 9'O.C. - CONNECTED TD NAG BRACIQT ANGLE O LID IIA GOLD.STEEL BRACKET BIE W/]/8-16 T J/1'B0.T 6 NTTH 54DE 1 X ro OT 4EX R ED TO %4-1/4'%13 GA 14STEEL GAP N LE AND 10-M X SHUT GUIDE WITH W/5/16-RE.S x J/4"HE%HFAO - WELDED TO 1-1/2'x 1-1/2'T N GA ANGLE It A (])'R-2o x s/e'Dou a r]r SCREVS @ NULS. FASTENED 10 iNAGNTOP Bwa¢T NTH N)1/4-20 SS.BOLT&Nurs HOTO2.TRACK LENGTH-CPUM, HEIGHT PLUS 12' 0(STANDARD) IDP BRACKET(OPLaNAL) VERTICAL TRACK 0 r° i IOW HEADROOM DOOR 2-1 X L"X,080' V O M 14 GA DAM,5TE0.i/iACN SECTION A-A 0' W w P OR12WAL REINFORCEMENT C >Q j 1/2'%1-]/1'X MS'FORMED STEEL 2-X 5-1/2"X.104' d n O GLUED TO PANEL AND FASTENED TO GALV.STEEL +_—, m m VERTCAL SIRES WITH FASTENED W/ d)y 14%5/8'SLS. 9 (2)3/16'PoP RIVETS IOP ROLLER fOTACIRi FOR LAW HEADROOM DOOR OPTION LL gqg T�N^1 L' HOF=NTAL REINFORCEMENT DOOR 'SECTION HOGHTS DRACKET PLACEUENTS °n S 1/2'%1-3/4'X.059'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH STH 81 82 BJ 84 BS BB B7 B8 Q�� - GLUED TO PANEL AN0 FASTENED ro �VERFS 5�P EIS 6'-0' 18'iB' 18"18'N/A 1'10 2'11-3/4" 23' 34' 45' 56' 67' -- 6'-6' 21'18' 18"21'N/A 1'TO Y 11-7/4" 23' 34' 45' 5G' 67' - 5/I6'MEETING RIB 7'-0' 21 21'21 2I'N/A 1'TO Y it-J/4" 2]' 34 45' S6' 6Y - 7'-6' 18.118.18'18'IB'r TO 2'11-3/4' 23' 34' 45' S6' 6Y 78-I/t' 1.62 DIA X.50'RdAERS r2t _).. 8'-0' 21-118-10'187121-11-TO 2-til-3/4 2T 34' 45' 58' 67' 78-I O. W/A4 Dt4.X 4-1/4'STEM d Q —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM `0 n O FOR DOORS MORE THAN 8 FT.HIGH.USE ADDITIONAL TRACK BRACKETS AT 10'O.C. �'In u W oPrroNAL ixsvp noNs: Ei Rr'DEPTAN P DGMCrs TIC' 3$ ¢ a ETN-EXPANDED IOLTSDRENEZ/, tt U 19'X 7.19'%33'%.090' DENSITY IAS PCF STEEL TRACK BRACKETS l0 ? ZZ t N.OA 111-0926.0] 2-3/16' ON J UP a]W OR ^m CONNECTED TO TRACK WITH a ¢� 60-25 PoLY-1' ANURATE —'SWI IIFTuryF )1/4'BOLTS k NUTS Z O 3 a'^ G - DENSITY 2.0 PCF 1M II - I O h N.OA 111-0026.06 ILL 111111771 O Z OR t) Et BY YELLQF4AlA NORTH THE a IW]I m�� DENSITY.1.0.1 PGF N�OA/lo-Itu.04 , DY'IKSVIE 0.92 � -�- mLSm=0 31 xr [I< NOA 114-D]t 1.06 Q\T/CA CALM.STEEL § ' ROLIDi WNGES FASTENED A W1(4)114 X 5/8'SMS - WN A24'ROLL FORNID STEEL PANEL �I DRAWING DUALITT G-40 i MR,YIELD STRENGTH•M NSI 00 WITH mum AND mm-on TRACK CONFIGURATIOPOLYSTER N TOP COA APPLIED To BOTH SIDES OFTSTEEL m VERTICAL LIFT HIGH LIFT STANDARD LIFE LOW HEADROOM DOUBLE TRACK '2 CA.GALV.STEEL AVAIL48lF_TRACK OPTIONS W1(4)BRACKET FASTENED FAgr.]AYAD AHWO W1(4)p14 x s/6'5115 cml T4LDDucEasnax Y TLL PE ]0s9z rm�g4�all�bML go ❑❑� �( om CAN >d 4D�O1DI % i D 0 BOTTOM SEAL SEE SNCEI 44 OPTIONS ! 2015 Mg! i 01-09 SECTION A-A sheet 3 of 5 g P \ o �omF � oaoo 1-1/IB WN. 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D fl II,II *EXTERIOR FRAME * INTERIOR FRAME C dd$ E (4)j6 x J/4'SVS i d YA CRS RIGID PVC ONE PIECE INJECTION PoCI0 PVC ONE PIECE(LECTION Q Ly n II Q -3/8'FROu ENDS J LL z q l' AND 6-1/2'D.C.110. 3 o D.LO. S P� :III I75%462 DEEP R :TTI EitOOVE on I/4'POC INNOVNAlE PLASS 1� Rf'SVkC 717.011VC PIASTiCS' W > 1111 NO1(iN717.01 o Elv vl o I Z �z e wA A F 0 O Z ED s m0 R o�=>" c o X.062.17s .asz D rPCHGr 6 t E (III .175 X F p II � (4)®6 x 5/4'SYS INSIDE ELEVATION } a 1-3/5'Exon ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS p€y� I Ii; Ma r 6-1/2'0-C.YAX WINDOW LffES CAN BE IN ANY LOCATION IN DOOR SECTION _ f Y6 x OH'sus C © III 03/5,Exon ENDS 75X.062 DEEP AND 4-1/2'O.C.L". EitDOVE ad6o�3 16 x 5/4'SYS O 5/e'FROM EMS ------- AND r OL m. I ----------- q PaODUCT&EVISED $ 7/I6'0A WA4ox ---=------------ M ff J C7 sz .rm.b11. 3 -- AH. & No J WOR PANEL ¢Y IQl a a 24 oa(Az4)STEEL IAN. EXTERIOR 2�(.014)STEEL YIN. 15/16'YIN. DL DPG. M drawing no. CIAZDIC®fE WwOVW wOiR aheal 5 of 5