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HomeMy WebLinkAboutProduct Approval a.v..uu ,,�utuulg I.VLLc V1111i1C 1 IJ Page 1 of 4 CJ N. :A e - �e ,�. � � to a �•- ,�' � , Honda Cep.?,trnei ltf BCIS Home i Log In i User Registration Hot Topics ; Submit Surcharge ' Stats&Fact, i Publications ! FBC Staff ' BCIS Site Map + Links i Search.! Business ProfessiNn`i �.��USER:uctcUserApproval E USER:Public User 6r� `:azi er,�t7 ,y (• Regulation AQ Product Approval Menu>Product or Application Search>Application U >Application Detail PE pyAR 2 1 2017 FL# FL17499 a PERMITTING Application Type Ne St. Lucie County, FL Code Version 2014 Application Status Approved Appro y DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 \ ��- (717)365-3300 Ext 2560 1 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitiinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association I - Validated By Steven M.Urich,PE ;I Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/18/2015 u is Date Validated 02/18/2015 Date Pending FBC Approval Date Approved 02/21/2015 A hops://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6... 9/17/2015 . I MIAM1•DADE MIAMI-DADE COUNTY rem 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' AICCEPTANCE (NOA) www.miamidsde.eovlamumy DAB Door Company,Inc. per. PAL 12195 NW 98`b Avenue Hialeah Gardens,FL 33018 MAR 2 7 ZQ17 SCOPE: This NOA is being issued under the applicable rules and regulations govemgiu+c'Ab1'`Wfstructior materials.The documentation submitted has been reviewed and accepted by Miami-Dade County .P%mdELCont'rol 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 aL-:.. •..-;-�:_aq.,._ REM n .-, aV ..U...aL.:.. - a.. �i such product or material within thou •juiisun:ti-3n. R�7zscr.zs ..�. .��... . ..;..� .,,.� �GC�Y.unCe,;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 03/0912015,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 renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. FISSILE 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 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 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. NOA No. 15-0304.01 MIAMI DADECOUNTY Expiration Date:July 21,2020 Approval Date: April 23,2015 ¢� ZD Page 1 a j � Py 1 24 GA.STEEL PANEL- V � I O II FLAPS BENT OVER PANEL-\ ,, - O - - - - - - -0 - --- . -- -- ------- T o_---� - ' 1/2"PUNCHED HOLES ---- - - 0 4"O.G. I ~ p M 055"X 2-1/4"X 3/4'X 2- 0 00 -- GALV.STEEL U.6AR REINFORCING TRUSS I 0 BOTTOM OF PANEL TRUSS FASTENED TO I Q Fa! 6 VERTICAL INTERMEDIATE STILES W/TWO i _ I {L 2, I°,I #14 X 5/8"S.M.S.AND TO END STILE 0 fq W/FOUR#14 X 3/4"SELF DRILLING S. Ij 1 Qti�€ Z � 0_ o ; V U I 3/I6'POP RIVETS I dui I mz _ _ AT 4"O.C. _ _ ® (6)FOR 21'STILES pZ (5) FOR 18"STILES END STILE •024"STL. PANEL Q J OUTSIDE OF DOORVi J u. 4Gf Z oo ui ° rn o I 1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION a i O 3 Oz -OPTIONAL STOP MOULDING c9 Q BY DOOR INSTALLER ,�.Q,�ID BRASS DOOR VIEWER STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE TO WOOD JAMB WITH _ R 14 X 5/8"SMS 3/4"X 2"X 2-1/2"X .049-STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE O 5/I6"X 1-5/8- LAG SCREW 6 PER HINGE END STILE.CONNECT TO PANELS WITH (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-% .058"FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET CLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET: END STILE WITH (4) 3/16"POP RIVETS �/8,DIA POWER-ROLT BY'POWERS' H SOUTHERN PINE 1-7/8"%2-5/8"%.049"STEEL EDGE A 2" MIN. EMBED INTO CONCRETE 3000 PSI MIN. c 0.55 S. •°•' DISTANCE ) ( ) o CENTER STILE,GLUED AND RIVETED -may{ 2"MIN.EDGE DISTANCE d TO PANEL W/(4)3/16 RIVETS I , 1 3/16" u "1- MIN. 1 R I4 X 5/8"S.M.S. POP RIVETS �� ° -y l_3/16 3/8'DL4_HLG SLEEVE BY 'HILII' y DIST. 4/HINGE \ e� "e�, 4� B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK w i i i 4i 2-1/4'MIN. EDGE DISTANCE INTO CONCRETE I I 1 I 4'LAIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE Yc 3000 PSI MIN. C-90 GROUT FILLED BLOCK Fm = 2000 PSI MIN. N d n $ 00'3 1.9"X 2.19"X 3.3'X .090" ANCHOR TYPE A OR B u z - STEEL TRACK BRACKETS I I F 1 1 (1) PER BRACKET O SEE SHEET 3 FOR SPACING I SEE SHEET 3 FOR BRACKET SPACING !� 2. Engr:JAVAD AHMAD 1 1 , FLA.PE 70592 co*Yfq*a l�rf WWI I$I I 1 1 CA.N. JB By1� 9 1/4-20 SS BOLT my� .p I$7-1/2^x .o50" INTERIOR SIDE 7—t/z"% .071" & Nur A01 G � a GALV.STEEL END ROLLER HINGE STEEL TRACK CENTER HINGE E-----1 14 GA.X 2-1/8"% 1^(STANDARD) 1.82'CIA. % .50'STEEL ROLLERS (STD.) g 0 .015 drawing no. 12 CA. X 3-5/16"X 1-1/2"(OPTIONAL) 17/8"PUSHNUT 1.82" DIA. X .50"NYLON ROLLERS (OPTIONAL) ' r1 rT1 FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS(OPTIONAL)— l 02=2 1 W/ 1 4-20 X 5/8'TRUSS HO. 2.75"DIA. X.50"NYLON ROLLERS(OPTIONAL) LOTTED M.S. &LOCK NUT SECTION B-B WITH 5"STEM sheet 2 of J A. f T POP RIVETS 5/16"X 1-5/8" LAC SCREWS INTO WOOD OR 1-1/2"X 1/2"X I/8"HORIZ.ANGLE (� 2" _ / _ NORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS WI a FT. /// 2-3/4'X 5-1/2"X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REGD. ON DOORS WITHOUT INSULATION OR WINDOWS. �� GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT` 2"X 2E X 1/6"HORIZ.AN CtE OP ROLLER OMCKET ON EACH SIDE 3 PER BRACKET FASTENED W/ (6) )( 14 X 5/8"S.M.S. I A FOR DOOR HEIGHTS ABOVE 8 FT.OR N II 1 DOORS WITH INSULATION OR WINDOWS W i I4 CA.GALV.STEEL ADJUSTABLE SPOT WELDED TO HORI2. TRACK q+ Z W SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES W+7H T1Y0 WfI05 AT 1-1/2-APART 3/4".HEX_HEAD WELDED TO 1-1/2"X 1-1/2" X 14 GA.ANGLE -- A�_J FIRST AT 3"D.C.,REST T 9" M.SCREWS&NUTS. HEX -�--- `"- -"-""` - ---- -'----FASTENED-TO-TRACK.- ., _ CONNECTED TO FLAG BRACKET ANGLE 6 N WITH (4) 1/4-20 SS. BOLT&NUTS -- _-____.___.__.___.______._.._ .____.__._ __._ _W/3/8-1G_%_3/4"_BOLT_&.NUT.__._ fi0R12.TRACK LENGTH = OPENING HEIGHT PLUS 12` TOP BRACKET - - AND TO SPRING SHAFT GUIDE WITH ^(STANDARD) TOP BRACKET) (2) 1/4-ZU X 5/U-BOLT&NUT IL ru LOW HEADROOM DOD HORIZONTAL REINFORCEMENT 1 -14 CA GALV.STEEL TRACK 67 6 d c�i o 1/2"% 1-3/4"%.058"FORMED STEEL VERTICAL TRACK g g Q Q C GLUED TO PANEL AND FASTENED TO j r _ 2-1/8"% 1"X.080" 0 O i VERTICAL STILES WITH 2"x 5-1 2 X .10M1" ----1 SECTION A-A(2)3/I6"POP RIVETS /" GALV, STEEL a „ FASTENED W/ 4) (()� 14 X 5/8"S.M.S. 4 3 Gi T0�ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT I DOOR • SECTION fIEIGHTS BRACKET PLACEMENTS J t7 m I/2"X I-PANE%. FORMED STEEL 1 HEIGHT IST 2ND 3RD 4TH 5TH B1 B2 B3 B4 85 B6 B7 DO a 5 iCLUED TO PANEL ANDD FASTENED TO F i VERTICAL STILES WITH —) 6'-0' 18" 18" 18" 18"N/A 1"TO 2"I1-3/4" 23" 1 34" 45" 56" 67" (2)3116E POP RIVETS 6'-6" 21" 18" 18"21"N/A T"TO 2"11-3,4° 23" 34" 45" 56" 67" 5/16"MEETING RIB 7'-0E 21`7.1" 21"21"N/A 1"TO_2"11-3/4" 23" 3N" 45" 56'• 67" PLASTIC/STEEL ROLLERS 7'-6" 18 18 18"18" 18"11"TO 2"I1-3/4" 23" 34" 45" 56` 67" 78-I/4" 1.82° DIA. % .50" �t2 ._-f _ B'-0` 21" IS 18" 18" 21"1"TO 2`'11-3/4" 23" 3M1 45" 56" 67" 78-1/4" 00 II ® �W/ .44 DIA.X 4-1/4"STEM =s -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M OPTIONAL INSULATIONS: i a FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. To j BY'OYPLAST PRODUCTS LLC' --jam EPS-EXPANDED POLYSTYRENE ,r---tI DENSITY- 1.05 PCF o 1.0E X 2.19'X 3.3"X,090" p U Ui N N.OA, I')11-0926.07 STEEL TRACK BRACKETS Z e OR m 2-3/16"HIGH % W W 'O _ ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH / B (n rn o I _ DENSITY- 2.0 PCF ) 1/4"BOLTS&NUTS. j o � Q ND.ROA, #11-0926.06 � � � rl 0 3 C) � BY�CELLOFOAM NORTH AMERICA' Q Z _ DENSITY = 1.03 PCF N.O.A.R J(10-1129.04 OO m, / 4 N S BY'INSU FOAM IL' N -_ DENSITY-0.92 PCF a / N.O.A. #14-0311.08r~- ® +III \14 GA.GALV.STEEL .-JLJJ--IL ROLLER HINGES FASTENED -- w/(6) B 14%5/8"SMS m ro MIN. ROLL FORMED STEEL PANEL c z� DRAWING DUALITY C-40 O MIN.YIELD STRENGTH 4 39 K51 "` --�-'-- -"-WITH PRIMER AND BAKED-ON C# z POLYSTER PAINTED TOP COAT TRACK CONFIGURATION rMn u APPLIED TO BOTH SIDES OF STEEL 0) _) 4 VERTICAL LIFT LIE STANDARD Ll L.Ow HEADROOM '$ 12 GA. GALV.STEEL DOUBLE TRACK BOTTOM BRACKET FASTENED w/(4)/ 14 x 5/e'sMs By(�@�F.TRACK OPTIONS „ ✓/ En9r:JAVAD AHMAD c o CINL PRODUCT RENEWED 3 O SBOTTOM EE SHEEN OPTIONS F C.A.N. 30 PE 592 ■Ce¢FI7b/w411!l110 florld0 + Amept4meNo -0 0 E01 a SECTION A—A R i1o�InC»� drawing no. SEE SHEET 2 FOR LOCATION Q`Z—`Z OF REINFORCING TRUSSES sheet 3 oT 5 3 4" REINFORCEMENT IN. 1/2"X 1-3/4"X.058" OGE FORMED STEEL N 8 X I" i 1-1/2'MIN, IST SELF DRILLING SCREWS c+ I GE DIST. g p ID p\ OR SELF DRILLING SCREWS a 3/16''RIVER'STEEL RIVETS OR 0 lAULTICRIP W/DOME HEAD 3/16''RIVER'STEEL RIVETS �g AT a8"D.C. MULTIGRIP w/DOME HEAD I 1 N3 REINFORCEMENT _ _Qq,O / 1/2'X 1-3/4'FOMED STEEL V 2BY \ \\.T46"DFROM ENDS SCREWS 2BY r `1/46'OFROM ENDS N CREWS O O r WOOD�K� WOOD BUgK'I �� I I\ AND 15'O.C. MAX. AND 15'O.C.MAX. W STRIP ADAPTER FF O L,1 1 I ALUMINUM STEERIP ADAPTER O&Q 4 RUBBER W'STRIPPINC O W K ! RUBBER W'STRIPPING �, O N Q Inrt �I �_05C0 cJ lS 1J 534 .700 �F-.Oao90� rr 0 BOTTOM SEAL OPTIONS I y OPTION 'A' OPTION 'B «0�33 1 m WOOD BUCK CONNECTION TO WOOD SUBSTRAT (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT f-1 >M TO WOOD STRUCTURES, IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN N Q J WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. IL FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. —'— '- ""- Z ' e ANCHOR SPACING Z ,p ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST. 21 3 88 HLC SLEEVE BY HILTI CONIC. 1-1 4 a" 2' S 3 8 CONFLEX BY'ELCO' FILLED BLOCK?" 3-3.4 O Z N 3/8'DYNABOLT DY'ITW' CONIC. 1-1 2" 8' 2-1 2 STEEL STRUCTURE BY OTHERS � = n 5 / MUST SUPPORT THE LOADS IMPOSED 3 B POWER-BOLT BY'POWERS CONIC; 2' 8' 7." o E3 LAG SCR EW$ / \BY DOOR SYSTEM J 8 SLEEVE-ALL.BY SIMPSONS'I CONIC. DO AT 12 O.C. !/// `\ CONCRETE Pc- 3000 PSI MIN. 5/16"CIA.BOLTS C-90 GROUT FILLED BLOCK I'm a 2000 PSI MIN. WOOD BUCK CONNECTION TO MASONRY WITH WASHER ac NUT AT 12"O.C.MAX. EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED A GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1/4'ULTRACON BY'ELCO' WITH SPACING OF 12 O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED S 13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED c LS 2-1/2"MIN. EDGE DISTANCE �� ION E 2-1 GL % 14 GA ___ � . ° ` 1-I/2" 1-I/2' "—'CON.STEEL ANGLE 1-1/2 a4 1/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL 11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2•MIN. EMBED - rn 1J"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED FIAT BRACKETS #3'LONG y g 3'MIN. EDGE DISTANCE / 1/16'X 2-1/2 AT 12"O.C. IN DOOR OPNO. 2-1/8'X I"% 14 GA. FILLET WELDS GALV.STEEL TRACK AT 18"O.C.ABOVE DOOR OPNG. .-FASTENED TO TRACK PLATES 3 B'CONFLEX BY'ELCO'OR AT 12'O.C.MAX. CONNECTED TO CONT.ANGLE W/ /(z t//a-2oxs/6•muss HD. 3/8•LOT 0Y'IIW'WITH SPACING OF W/(3) SPOT WELDS AT EACH SIDE SLOITE)D 4.4. k LOCK NUT V 23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED p 3"MIN. EDGE DISTANCE CONTINUOUS ANQ�E_TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK .0 $ 3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND Fit t EDD B� ` ° c 10"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST. ---� IS"O.C.INTO 3000 PSI CONCRETE.WITH t-1/4"MIN.EMBED AND 2-1/2'MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION H44 PREPARATION OF JAMBS BY OTHERS En9r.JAVAD AHMAD d CIVIL PRODUCT RENEWED # With 010 Fk" 70592 prj.t o I FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT VERIFY C.A fLA.PE N. 538 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED , Amp m"No ���,.�,��� o $ ,� BY DOOR SYSTEM, 1��� �IL FOR ODOR OR INSTALLATION IN RETROFIT BUILDINGS AND NO ENGINEER OF �^ RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY �' drawing no. BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' % 62 PSF)/2 = 291 Lba per Ft. 02-21 MAXIMUM INTERIOR(-)LOAD PER JAMB > (16.16- X 44 PSF)/2 =355.5 Lba per Ft. sheet 40� i i 500 * PLASTIC COMPLIES WITH j L DOOR PANEL CHAPTER 26 OF FBC ►Y I 24 cn. (.024)STEEL MIN. SEE EVIDENCE PAGE N 1.765 ._ 1.725 0 7/16'DIA.WASHER ^W- 0 1.144 Sa+ AA1 #8 X 3/4-SMS 21 3/4" v O ~ U t I MAX. .176 � .800 d�>Q t m 3 8"FROM ENDS AND 7"O.C.MAX. YlDW.WIDTH Q D.Q CT EXTERIOR FRAM INTERIOR FRAME w 3 w (4)y8 X 3/4' SMS d MAX. 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION N li I I 'v = a. ® 1-3/8"FROM ENDS 3 D.L.O. ? Q 1 �, j AND 6-1/2"O.C. MAX. d, n � Z I111 GROOVE .062 DEEP © 1/4"POLYCARDONATE LEXAN •. E. % , i; " —I •, 1'"�:�. � �-h} � i M I t 8Y'SABIC INNOVATIVE PLSNCS' III NOA#13-0717.01 : .,�p`rpJ 0 . 0 1 z �, �n_ n , 03� 7,7j Kz4 I c 175 X.062 DEEP Eji GROOVE +: 'A 0, Is (4) p8 X 3/4"SMS INSIDE ELEVATION N# a O 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v z B z r AND 6-I/2'D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION B /8%3/4-ENDS / o B I,I + i � 47 J/8'FROM ENDS 175% .082 DEEP r� - i , ANO 4-1/2"O.C.MA%. GROOVE y n Hod 6$ o x k8 X 3/4"SMS I 0 3/8"FROM ENDS _- - AND 7'O.C. MAX. ------------ Eogr:JAVAD AHMAD PRODUCT RENEWED g 7/16"OIA WASHER _ _ _ _ _ _ _ _ _ _ _ _ _ _ CIVIL Y�pry�p vIC40N i1rRlf1 , --- — iLA PE jr 705 2 9dldiq m t� CAN.3536 AOOOyI�gO qiD DOOR PANEL _ 24 GA. (.024)STEEL MIN. EXTERIOR _ D.L. OPG. ' 15 c!7 ng no.DOOR PANEL 15/16"MIN. r End 24 GA. (.024)STEEL MIN. GLAZING 8 TTE —`• O r7^2•� WINDOW WIDTH L sheel50f 5 c ><