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HomeMy WebLinkAboutProduct Approval R R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry ` C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Repoi-tNo.: FL-14911.21 ProductEvalitation Report Date: March 24,2015 Product Sub Category Manufacturer Product Name Category SilverLine Building Products Corporation Series 70-Model 2127FL • Windows Single Hung One Silverline Drive Extruded Vinyl Single Hung Window North Brunswick,NJ 08902 w/or w/out Flange Phone 732.435.1000 "Non-Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for SilverLine Building Products Corporation based on Rule Chapter No.61G20-3,Method ld of the State of Florida"Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: l' 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBG)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of the Florida Building Code. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product is required to be protected with an.impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. Site conditions that deviate from the details of drawing FL-14911.21 require further engineering analysis by a licensed engineer or registered architect. `6. This product meets water infiltration requirements for"HVHZ". 7. See drawing FL-14911.21 for size and design pressure limitations. I Suppolling Documents: Jf 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01410311 TAS 202-94 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. Materials PVC Extrusions ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J.L.Doldan,P.E. D638-96 and G26-95 2. Drawing No. Prepared by Signed&Sealed by , \. No.FL-14911.21 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. ���� fir:.��& ., ;•`�=;;... .�`f� 41 4. Quality Assurance Certificate of Participation issued by Window and Door Manufacturers Association,certifying that-SilverLine Building Products is manufacturingc G, products within a quality assurance program that complies with ISO/IEC n ` 17020 and Guide 53. F e otia'� Lyndon F.Schmidt,P.E. FL PE No.43409 3/27/2015 • Sheet 1 of 1 r SilverLine °5 " N byAndersen a _� o Z = •� � dm WINDOWS • DOORS ~� y;J 53.25'MAX.OVERALLFLANGEWIDTH ""'' `` o°nmi 5200 MAX.OVERALL FRAME WIDTH v u N Z d ` o LO1 9 m aa�cw SERIES 70 - MODEL 2127FL N a Ng m EXTRUDED VINYL SINGLE HUNG WINDOW �i/` \' �z �w o° a w/ or w/out FLANGE N O �o "NON-IMPACT' 3 Z / o 0 3 GENERAL NOTES S z Rai N Q Z 8 'b 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZJ. p o / in i3 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC.. // o o �o 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product is �/ a o required to be protected with an impact resistant covering that complies with Section 1609.1.2 R of the FBC. z W O O 03 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x w buck masonry construction. o o 2 6. Site conditions that deviate from the details of this drawing require further engineering analysis Q by a licensed engineer or registered architect. z oF s 7. This product meets water infiltration requirements for"HVHl'. w a OVERALL OVERALL MAX. GLASS DESIGN PRESSURE(PSF): n N o TABLE OF CONTENTS FLar1�E FRAME L o TVFE o 0 SHEET# DESCRIPTION DIMENSION DIMENSION,,' DIMENSION POSRIVE.. NEGATIVE N z o 53.25"x 63.58" 52.00"x 62.50" 47.69"x 28.25" +62.8 -65.0 p^ 10 30 12 a 1 Typical elevation,design pressures&general notes sum- M.T.S. 2 Horizontal&vertical cross sections GT,Gz owo up JK m = 3 Horizontal&vertical cross sections 53.25"x 74.08" 52.00"x 73.00" 47.69"x 33.50' +55.0 1 -60.0 3 4 Buck and frame anchoring DRU4ING ND,: � N 5 Bill of materials,glazing details&components FL—_14911_.21 0 N seo-Er 1 of 5 � 27 a a ;�•'� o o j= M 4 NOTE: 1.LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE N':7 z �O, o m ! MEETING RAIL,FASTEN WITH(2)#8 x 3/4" SELF TAPPING SCREWS. o- _ 23 �Wi'••/ j e�°pi OD •.• 2.LOCATE SASH KEEPER 6.5'FROM EACH / p � No D° END OF MEETING RAIL,FASTEN n z 1 _ WITH(2)#6 x 3/4"SCREWS. O x Z'e. Z a U / v alk o m o a m m° ' 3 m aa�i 0 D 9 u �z ^ ` cW EXTERIOR GI G2 INTERIOR J a SEE 32 30 n X 31 11NOTE2 10 SEE NOTE 1 Z �� U 17 14 CD ad m n d 9 ry C7 � NU Uzi 2 2 3 4 12 of 3 2 3 e Q 3 a ILI 4 23 ABOVE THE MEETING RAIL ABOVE THEMEETING RAIL 23 18 m 27 27 z 16 0 � N 26 INTERIOR 26 p 0 o Z s . ° 17 >.. ° 19 =d N z 34 33 36 34 G2 G1 20 o � ,5 I b o 0 0 0 2 15 a"gi � itAVR eAN`iAri► ° o O0 26 'o n ° o r a e ° ao 00 o <m f o', 25 24 N m 0 24 9 9 24 °° ° .a° DAY 10130112 25 EXTERIOR 25 a a "° ° 27 sale N.T.S. 1-1/4"MIN. ° ° M.er: JK m S7 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 37 EMB'TYP. pa BY. LFg d MIN. 2 VERTICAL CROSS SECTION DPAW c NO.: = EMB.TYP. 1 HORIZONTAL CROSS SECTION 2 Shown w!2X bvck '� F1-14911.21 Cl 2 Shown w/2X buck N stir 2 of 5 v - - O24 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 24 n u '° °n a * c i�_3 LL ;C2 LSM INTERIOR . i�i'7'•. ... ��` N>°n m a c 26 r3336 34 1726 " 24 29 ''''"1111111% `- 00 n mz 26 xz°d34G2 G1 7 15 _� v o Em smcw oa ' o o p 1 ro (°nn °cm mda a J 9 i vZ 1 ° c Li a �� �in ill► EXTERIOR Gl G2 INTERIOR t SEE 1 32 ° 9 9 ° 31 11 NOTE SEE o � > EXTERIOR 10 NOTE 1 3 � I-1/4"MIN. 1 22 22 1 I 1-1/4'MIN. 17 14 EMB.TYP. 88 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 3g EMB.TYP. _ y 1 HORIZONTAL CROSS SECTION a NOTE: eShown w/1X buck p 5 d m _ 1.LOCATE OPERATING SASH LOCKS 7.5' FRAME SHOWN w/OPTIONAL 12 v FROM EACH END OF THE ACTIVE FLANGE(TYP.THIS SHEET) Q 3 a MEETING RAIL,FASTEN WITH(2)#B x 3/4' SELF TAPPING SCREWS. 4 - 2.LOCATE SASH KEEPER 6.5"FROM EACH 18 END OF THE MEETING RAIL,FASTEN d WITH(2)#6 x 3/4"SCREWS. a z N O En 0 19 0 Q 19 W i g p ly 8 20 q 0 20 20 6 s 6 15 �w�0 15 26 2 D0� 26 — 26 t, s o n w m a •� > .. " > .e° a s a v 39 w—Z EJ ? ' v mATE.10130112 = SCAM N.T.S. _ UNG.BY. JK m 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS.SECTION qBY. LFS = 3 Optional masonry sill 3 Optional masonry sill 2 VERTICAL CROSS SECTION auCWWW na 3 Shown w/IX buckw y FL-1491.1.21 0-_ - � m sxas 3 . 5 �'J. 0,�J-i" V: o 'i %�� >> m II.� 1111111% ` on..z z o Zd < \ $.Eco :60- N a v+n m aaf° TYP.24 �l E °Z 2X BUCK 43 ' �w v 3d 2X BUCK 1X BUCK 24 - 2X BUCK TYP. M 2X BUCKzo 23 3 - - IX BUCK 24 z � FRAME _ - 2X BUCK 3 � ry - FRAME = m i3� MASONRY MASONRY �- MASONRY OPENING OPENING 2X BUCK 37 OPENING - ' m IX BUCK 38 Q 2X BUCK 37 e' 0 TYP. 1 X BUCK 38 i }1 TYP. _ 12 v �3 BUCKANCHORING FRAME ANCHORING FRAME ANCHORING I z p MASONRY 52"X 73"MAX. 42"X 58"MAX. C; N z �w LL CONCRETE ANCHOR NOTES: �o R 1.Concrete anchorlocations at the comers may be adjusted to maintain the min. w a edge distance to mortorJoints. ¢uW n 2.Concrete anchor locations noted as"MAX.O.C.(TYP.)"must be adjusted to i maintain the min,edge distance to mortarjoints,additional concrete anchors - maybe required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. i a 3.Concrete anchor table: N a ANCHOR NCt•IOR MIN MIN CLEARANCE;;MLN CLEARANCE ro n m TYPE SIZE::' EMBEDMENT TO MASONRY TO ADJACENT: w z o $ ,EDGE:: ANCHOR . .> ° T IW Dae 10 30 12 ° z TAPCONe 1/4" 1-1/4" 2" 4" cur N.T.S. 3 ELCO as Dxc.BY: JK m ULTRACON 1/4" 1-1/4" 1" 4" 3 c1Dc sr. LFS WOOD SCREW INSTAL LA710N NOTES:' D Ho: N 1.Maintain a minimum 518"edge distance,I"end distance,&1"o.c.spacing of FL-14911.21_ wood screws to prevent the splitting of wood. sHEfr 5 N � — n BILL OF MATERIALSF� o ITEM DESCRIP17ONMATERIAL 5/8"OVERALLI EXTRUDED PVC MAIN FRAME#52-2611* PVC THK.GLASSr"'i2 EXTRUDED PVC SILL#52-2673' PVC 30 LL n3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD#1257PVC �� - 1/8"ANNEALED ' d m4 EXTRUDED PVC MEETING RAIL#52-2907* PVC c ^5 EXTRUDED PVC TOP LIFT RAIL#52-2949' PVC �i ......... >O F4 m6 EXTRUDED PVC BOTTOM RAIL#52-2905* PVC AIR SPACE ''�� * a n m z° 7 EXTRUDED PVC STILE#52-2905* PVC # 1/8"ANNEALED "x d 9 EXTRUDED PVC GLAZING BEAD VERT.&HORT. #52-1227' PVC 22 I o E m z m o v 10 OPERABLE SASH LOCK#_12-2241 ` o o a 11 SASH KEEPER#12-2240 STEEL 7116'G S, N _ ` e N m a a T 12 FIXED MEETING RAIL REINFORCEMENT#50-2608 ALUM. BITE o --0.78" (y 14 LOCK RAIL REINFORCEMENT#50-2609 ALUM. GLAZING DETAfI j E o= Gl 15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2967 ALUM. 5/8"OVERALL 1 = 'w THK.GLASS S 3a 16 WINDOW SCREEN 35 TT 17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH ULTRAFAB alb i 1/8"ANNEALED Z 18 WEATHERSTRIP PILE W/FIN.187x230,FIXED MEETING RAIL ULTRAFAB 0 3 GLAZING BEAD Sash interlock 3 19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL ULTRAFAB oz 20 WEATHERSTRIP VINYL BULB.187'x.375'O AMESBURY AIRSPACE o- 3Mug 9 22 GLAZING COMPOUND DOW#1199 SILICONEO 1!8 ANNEALED o 0•84" z Sw 23 #10 X 2'PPH SMS STEEL 24 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL y 7/16"GLASS o 2 25 2X BUCK SG>=0.55 WOOD II z o a s 26 1/4"MAX.SHIM SPACE Bt1E �k— (n or LL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI G2 GLAZING DETAIL g m� 27 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE GLAZING BEAD a a. 9 29 1 X BUCK WOOD 30 INTERCEPTSPACER STEEL 0.82"—{— "' 31 SASH KEEPER#12-5550-030 STEEL I 0'B9 0.34" m 32 OPERABLESASH LOCK#12-SK01-100 STEEL a �� � <z g 33 TILT LATCH#07-76625 STEEL d F N 3 34 #8 X 1"PPH SMS STEEL �° 0.125" 35 SUPERSPACER BUTYL cS N 0 I 1 wO oz 36 TILT LATCH HP-1 MFG.BY ASHLAND STEEL 0 0.455"--I �-- I x J V) 37 #10 X 3"PPH SMS STEEL 'o LOCK RAIL TOP LOCKMEETINGRAIL BOTTOM LIRRAl185ASH o0 0 38 1/4"X 4"PFH ELCO OR ITW CONCRETE SCREW STEEL i2 Reinforcement i4 Reintorcement 15 Retnta,c;., nt w `THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED w oN BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". ( 2.69" 2,69^ Q 0.055" ,`moo, p = L I + o 1� hop, 065' - d ``' y e P o W DATE:10 3O 12 00.065 —0.065' i 000 o � Sr�uF N.T.S. JKI �I—0.91 O tional Flan e ---t-1.16" I o T Optional Flange P 9 �` >' b EXTRUDED PVC BOTTOM RAIL 4 EXTRUDED PVC MF-EHNG RAIL 7 EXTRUDED PVC STILE EXTRUDED PVC TOP LIFT RAIL PVC MAIN FRAME PVC SI1L ° N0 ero N T v 2 FL— 14911.21 _ o - o sty 5 aF 5 p v - MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.mv/economy DAB Door Company,Inc. 12195 NW 98"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 l 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 MIAMIOADECOUNTYM Expiration Date: August 9,2016 Approval Date:June 11,2015 �1S Page 1 *Af. 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 #09-0125.04" 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 24113.2.1,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 under NOA #09-0.128.04" 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-OS16.03" 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�ZD?S 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-FarooqCorporation, dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. . 06 v2 ZorS 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 3' X ,071"GALV. STEEL TOP FIXTURE 5=1/2"X 2-3/4"X 0.1" END ROLLER HINGE _ STEEL PLATE WITH ONE 5/16-18 MS W/NUT m W/(6) #14 X 5/8"SMS �'Q' 1 FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER Oj WITHOUT DELRON SLEEVE (STD.) (8) a14 X J/4'SELF DRILLING SCREWS TO BE INSTALLED AT c WITH DELRON SLEEVE(OPTIONAL) % O O ``\�1 ER STILE CENTER STILE CENTQ _ A a FnE 1 0 0 —_– N o 8 a 11 7-1/2"X 2-1/4"X.071" ; �`. �.._..- m Q<04a 1 ° GALV. STEEL CENTER HINGE I J _ 1 1 W/ (4) (114 X 5/8"SMS WITH DELRON SLEEVE(OPTIONAL) B I 8 o u o LL U) o �V L7G3 OC/ �I('jl�� I 8o Op QWeiS 2DOOR O oW ow 1 1"W X AS"THK. LATCH � � - V�c� o 1 STANDARD LOCKDo 1 SPRING LOADED SLIDE BOLT(BOTH SIDES) _= 1 p FASTENED W/ (4)dt4 X 1/2"S.M.S. /,�'=` =---A-� O I,Fj -- 5/8'MIN, LOCK ENGAGEMENT '�' ly I O IyjM CONFORMS TO SECTION 1008 REGARDING GARAGI`DOORS -- I —_ w Q N TaiUx C -- - I CD z awl LDOOR HEIGHT CONSISTS OF Z a, 6'-6" 2 SECTIONS IS'2 SECTIONS 21' .15B DIA.GALV.AIRCRAFT TYPE i 1 / 1 e L—A A O 0 3< an CABLE h NICO-PRESS SLEEVE-i-- i 'i OPTIONAL VENT L9 m 6'-9" 1 SECTION 18' 3 SECTIONS 21' 1 i H O Z W/MIN. 5 TO 1 SAFETY FACTOR I II 1 i (3)5'WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE U 7' 4 SECTIONS 21'- 1 7'-3" I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN I ° I [COLONIAL DESIGN OI- 120 SO. IN. CO 7'-6' S SECTIONS 18"- 6'X 3'K 0,1" 1 �� T Q N g 7'-9' 4 SECTIONS 18"1 SECTION 21' STEEL PLATE �` 1� / MAX. DOOR WIDTH e 3 SECTIONS IB"2 SECTIONS 21' WITH (2) )J14 %5/B'SMS ° ° "'- DOOR WIDTH W-3" _2 SECTIONS 18'3 SECTIONS 21' 0 8'-6" I SECTION 18' 4 SECTIONS 21' - 8'-9' 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION 9' 6 SECTIONS IS'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR r 5 SECTIONS 18'1 SECTION 21" DOOR OPTION _ 9'-V 4 SECTIONS 18'2 SECTIONS 21' 9'-9' 3 SECTIONS 18"3 SECTIONS 21' 7-7/8'X 3-1/8'X .010' ' 10' 2 SECTIONS 180 4 SECTIONS 21' STEEL PLATE DAB DOORS INC. `o- CENTER STILE WITH (4) #14 X 3/4"SDS Hurricane Master®Model 824 C f0'-3" 1 SECTION 18° 5 SECTIONS 21' X811 To'-s' 6 SECTIONS 21'- — Max. Size 9'-4" X 16'-0" High a OUTSIDE 14%-3 4"SELF GRILLING SCREWS MAY BE USED u 3 z 10'-9" 6 SECTIONS 18-11 SECTION 21' ® / 11' 5 SECTIONS IB'2 SECTIONS 21' HANDLE END STILE LtLEU OF#14 X 5/8"SMS With Window Lite Option 11'-3' 4 SECTIONS 18"3 SECTIONS 21" DESIGN PRESSURE RATING = + 50.0 PSF 11'-6' 3 SECTIONS IB'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT •• 11'-9' 2 SECTIONS 18'S SECTIONS 21' __ _ - 60.0 PSF c m n rLOCKR GUIDES 12' 1 SECTIONS 18'8 SECTIONS 21' D ON END STILE goon a o 1z'-r 7 slcnoFls zr- #1a x 5/8°sMs GENERAL NOTES12'-6' 6 SECTIONS 18"2 SECTIONS 21' A12'-9' 5 SECTIONS 18'3 SECTIONS 21' U CK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE13' 4 SECTIONS 18'4 SECTIONS 21' RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 13'-3' 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 13'-6" 2 SECTIONS 18'6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr.JAVAD AHMAO FROiIDUCE RRV=0 I ^p 13'-9-_1 SECTION 18" 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONALI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML �� �✓:1b1iM Q LIS' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA.PE B 70592 C.AN. 3B 1 4--3- 6 SECTIONS IS-3 SECTIONS 21 S SECTIONS IB 4 SECTIONS 21' LOCKSATE TO SPRING SHOWN ABOVE LOADED SLIDE DOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aoapmnoe MtEz.3[Y•O7. 4 SECTIONS 18'5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN pp7'a'• o° v 5 THESE DETAILS ARE NOT PART OF THIS APPROVAL. t —� 3 SECTIONS 18'6 SECTIONS 21' 2 6ECTIONS IB'7 SEC7ION9 21' S. A LOA9 DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO W000 ONLY.I SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09 9 SECTIONS 21"- BUILDING CODE,TAS-202,TAS-201 h TAS-203 FO _6 SECTIONS 18"4 SECTION-21' ASTM E1886-05/ASTM E1996-09. Sheet } O1$ m 24 CA. STEEL PANEL �—J m - 3/16"ALUM RIVETS TS 0 Q poC, I FLAPS BENT OVER PANEL 1 I 4 0l 1 �0 1/2"PUNCHED HOLES) •.024"STL. PANEL ®4"O.C. I� cy L4 e OUTSIDE OF ODOR 0 6 � Qtr a Welt F i STEEL TRACK BRACKET FASTENED .SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY'SCHLAGE SECURITY HARDWARE' 5/16'X 1-5/8'LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) POSITIONED AT EYE LEVEL END STILE O: 00 ONE PER BRACKET O ANCHORS AT TRACK BRACKET: oal M M OPTIONAL STOP MOULDING L FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) J/8'DIA. POWER-BOLT BY'POWERS' W Q TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE (0ci 1-7/8"MIN. EDGE DISTANCE 014 X 5/8"SMS3/4"X 2'X 2-1/2'% 18 C0. STEEL -SLEEVEO Z~to e 6 PER HINGE 8)3/B'DIA. H BY'HILTI' Z e END STILE,CONNECT TO PANELS WITH Co W 1/2"% 1-3/4'% .059'FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLOCK a�a V)ma I SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE Z 0.' 0.55 S.C. EOG DIST'•• END STILE WITH 3/16'POP RIVETS 0 12"O.C. 4' MIN.EDGE DISTANCE INTO FILLED BLOCK 0 O Z N ', V:, 1-7/8'X 2-5/e'X.045"STEEL EDGE CONCRETE 1'a -3000 PSI MIN, N if) n 1 CENTER STILE,GLUED AND RIVETED C-90 GROUT FILLED BLOCK I'm =2000 PSI MIN. . 1 TO PANEL W/(4) 3/16'RIVETS I DISTANCE Q N 1 1/2"MIN. I POP RIVETS a�• -ej 1. 014 X 5/8"S.M.S. `I 4/HINGE \ "1 •.�'� I.... Li-3//ts�i 1n ANCHOR TYPE A OR B 0 1.9"X 2.19"X 3.3"X 102' /(1) PER BRACKET STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING U u SEE SHEET 3 FOR SPACING v$ o i z i 1 7'" 1/4-20 SS BOLT& NUT7-1/2"X .071"GALV. STEELCENTER HINGE 7-1/2`X 7/16' PUSHNUTSECTION B-B ENO ROLLEINSTALLED ON ROLLER SHAFT F.ngr.JAVAD AHMAOYEi11L7L1Lf NRV�D INTERIOR SIDE 1.8ROLLERS (STD.) CMLFLA.PE 0 70592STEEL TRACK 1.82'DIRS (OPTIONAL) CA N.35 8 AeaAal<se L'iu S 31 .p 14 GA.%2-1/8"% 1`(STANDARD) 'fZ12 GA.X 3-5/IB"X 1-1/2'(OPTIONAL) 2.75' D10. X .50STEEL RORS(OPTIONAL) Otte 4 o S FASTENED TO TRACK PLATES 2.75" DIA.X .50"NYLON ROLLERS(OPTIONAL) a o W/ 1/4-20 X 5/8'TRUSS HD. WITH 5"STEM of --� SLOTTED M.S.&LOCK NUT drawing n0. MAR 0 2015 01-09 sheet 2 oTf POP RIVETS2 X 2 X 1/8"HORIZ.ANGLE m 2" _ 5/16'X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, - SPOT WELDED TO HORIZ.TRACK 2-3/4"%5-1/2'X 3'X.104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORSGALWITH TWO WELDS AT 1-1/2"APART TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4'EMBED INTO MASONRY EXPEEDING 8 Ff.IN HEICHi FIRST AT 3'O.C. 3 PER BRACKET 11 A— REST AT 9"O.C. FASTENED W/(6) p 14 X 5/8"S.M.S. _ II , o CONNECTED TO FLAG BRACKET ANGLE Z 9 / .090 THK.GALV.STEEL ADJUSTABLE W/3/8-16%3/4'BOLT&NUT O m SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA.STEEL PLATES AND TO SPRING SHAFT GUIDE WITH W/5/16-18 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2'% 14 GA.ANGLE -- A+J (2) 1/4-20 X 5/8'BOLT&NUT f' M.SCREWS&NUTS. FASTENED TO TRACK - - IL - TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS - -- HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12" (STANDARD) _ TOP BRACKET �- LOW HEADROOM DOOR VERTICAL'� 2-1/6X I"X.80" O O = 14 GA.GALV.STEEL TRACK ri HORIZONTAL REINFORCEMENT SECTION A-A 1� mo x J 1/2"X 1-3/4'X.059"FORMED STEEL 2"X 5-1/2"X.104' D n p GLUED TO PANEL AND FASTENED TO GALV,STEEL -— O Qp ao VERTICAL STILES WITH FASTENED W/(4)p 14 X 5/8"S.M.S. a (2)3/16'POP RIVETS TOP ROLLER BRACKET FOR Q 3 H LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS ••I ZOZ tMV S 1/2"X 1-3/4"X .059'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH STH Bl B2 83 84 BS 86 87 BB Q W~ ~ GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 6'-0" 18" 1B" 18" 18"N/A 1"TO 2'11-3/4" 23" 34" 45" 56" 67" ' - (2)3/16"POP RIVETS 6'-6' 21"18" 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" 34" 45" 56" 67" --- 7'-6" 18"18' 18" 1B' 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" 1.82" DIA. X .50"ROLLERS —J. .. B'-O" 21"18" 18" 18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" �O m W/.44 DIA. X 4-1/4"STEM = —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O „Oj m x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. O r1 ® OPTIONAL INSULATIONS: BY'DYPLAST PRODUCTS LLC' 4�7 O ri EPS-EXPANDED POLYSTYRENE p m 1.9"%2.19'X J,3'X .090" U= a DENSITY- 1.05 PCF STEEL TRACK BRACKETS / Ga9 ?I-Z N,oA,pt1-0926.07 2-3/16"HIGH / J BUJ c� OR m CONNECTED TO TRACK WITH QQ (n O 1 N O ISO-25 POLY-ISOCYANURATE 1 / Z _ ) /4"BOLTS&NUTS. 0 DENSITY= 2.0 PCF O O�O N w --N.OA. p11-0926.06 m - --J / � O Z m - OR j w ❑ a BY'CELLOFOAM NORTH AMERICA' / to m rn DENSITY= 1.03 PCF H / N.O.A.p10-1129.04 m j Qp N OR / BY'INSULFOAM LLC' DENSITY- 0.92 PCF m -� N.OA. p14-0311.0814 GA GALV.STEEL ROLLER HINGES FASTENED W/(4) p14 X 5/8"SMSMIN. .024"ROLL FORMED STEEL PANELDRAWING QUALITY G-40000 MIN.YIELD STRENGTH 34 KSI TRACK CONFIGURATION v WITH PRIMER AND BAKED-ON POLYSTER PAINTED TOP COAT _ APPLIED TO BOTH SIDES OF STEEL - c� m d VERTICAL LIFT HIGH-LE STANDARD LIFT LOW HEADROOM 3 '$ DOUBLE TRACK 12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS BOTTOM BRACKET FASTENED - /W/(4) p14%5/8"SMS ftgr,JAVAD PHMAD cmL V&ODUCf f16VlSF7D 4 FLA.PE p 70592 romlpl�wlLh®milaiQ� o L CA.N.3 JB O BOTTOM SEAL OPTIONS AA ?b SEE SHEET 4 G o` 2015 Bq drawing no. SECTION A—A shee1 3 of 5� 34i ' - -. _ REINFORCEMENT IN. 1/2'X WEL %.058" �4� p OGFORMED STEEL o DIST. SELF DRILLING SCREWS -- 1 1-1/2" MIN. — OR ^V- 98% i• o 0 3/16"'RIVE%'STEEL RIVETS SELF DRILLING SCREWS Z w D E DIST. I m OR MULTIGRIP W/DOME HEAD 3/16"'RIVEX' STEEL RIVETS AT 48"O.C. I MUL 8"D.C.W/DOME HEAD I� 48'D RENFORCEMENT p 1/2'X 1-3/4'X.058 O w FORMED STEEL 1/4"DIA, LAG SCREWS I 1/4'DIA.LAC SCREWS O u W 00 8U I •AT 6'FROM ENDS L2BY y 00 BU I —AT 6'FROM ENDS AND 19"O.C. MA%. i AND 19"O.C. MAX. U h W'STRIP ADAPTER I I ALUMINUM W'EERIP ADAPTER O a w Q °o 1 I RUBBER W'STRIPPING 0 2 CD RUBBER W'STRIPPINC Q�3� G 0{:o .224 50 34 .7 0 •040 748 .1 l7 m III I� �k,750_J_7 1.790—d BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' 0 a3 WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o 0 O 1M7 THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ..- LL FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _...._ ANCHOR SPACING U = a VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS _ STRUCTURE EMBED SPACING EDGE DIST. Z 1,Z 3 8 HLC SLEEVE BY NILTI'_ GONG. 1-1 4 8' 1_5/8- J 00 O I 3/8-HLC SLEEVE BY HfLO FILLED BLOCK I-1 4' 8' Q 3/8'DYNABOLT BY'ITW' CONC. 1-1 2" _ B" 2" O O 3 N STEEL STRUCTURE BY OTHERS 3/8*DYNABOLT BY'ITW' FILLED BLOCK 1-1 2" 8"_ _2-1 4" 5/I6'X 1-5/8' 3/8-POWER-BOLT BY POWERS' CONC. 2- 8' - 1-7 8 U ap Z ,n LAG SCREWS BY T SUPPORT ROR TEM E LOADS IMPOSED 3/8'SLEEVE-AL1 BY SfMPSONS'I CONC_ 1-1/2" 8" 1-7 Ba- En AT 12"O.C. Q N aJ N. C-9000NCR ROUT FILLED BLOCK ETE Vc - 3000 PSI I'm 2000 PSI MIN. C] 2 5/16"DIA BOLTS WOOD BUCK CONNECTION TO MASONRY WITH WASHER k Nur \"'�' AT 12"O.C. MAX. EDGE 1 PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I o GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1 1/4"ULT ON BY'ELCO'WITH SPACING OF I o 16 O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4MIN.EMBED 16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 2-1/2"MIN. EDGE DISTANCE 1-1[4'X 2-1/2"X 14 GA 'I o p I-1/2" 1-1/2" -CON.STEEL ANGLE 1-1/2' 1/4'TAPPER BY'POWERS'WITH SPACING OF - o Eat a 14'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2 MIN. EMBED 12 CA.GALV.STEEL H u 16"O.C. PITO 3000 PSI CONCRETE,WITH 1-3/4'MIN. EMBED 1/16"%2_1/2 FLAT BRACKETS f3'•LONG 2-1/B"X 1"X 14 CA. y T 3"MIN.EDGE DISTANCE FILLET WELDS AT 12'O.C.IN DOOR OPNG. FASTENED EE 70 TRACK PLATES a m 3 B"CONFLEX BY'ELCO'OR AT 12"D.C.MAX. AT 18'O.C.ABOVE DOOR OPNG. W/(2) 1/4-20X5/8'TRUSS HD. / CONNECTED TO CONT.ANGLE SLOTTED M .h LOCK NUT 3/8"LOT BY'ITW WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE : v< w 24'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN. EMBED c v;; d ° 2'MIN. EDGE DISTANCE CONfIN0005 ANGLE ACK REVERSE TRACK CONTINUOUS ANGLE TRe.CK TRa e o$ 3/8"HUG SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK •�o LL o 0 8'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN.EMBED, 4'MIN. EDGE DIST. 18"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN. EMBED AND —� 2-1/2'MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION En9r:JAVAO AHMAD PREPAR TION OF JAMBS BY OTHERS CML PaolwL-rsevlseu 4 � FORN8 ACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA PE 6 70592 C.A.N.,753is ADEQUBaflAq Oode a BY DOOR SYSTEM. Acnpon.N.J.r.41IM2 FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF6 0 ii 5 RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY M4 BUILDING OFFICIAL UPON INSPECTION. By.Ma /ro4a<f Clt ding rawn0. MAXIMUM EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2= 233.3 Lbs per Ft. ,015 L01-09 MAXIMUM INTERIOR(-) LOAD PER JAMB (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. - sheet 4 0f 5 * PLASTIC COMPLIES WITH .500 I I k--^#-.250 � o DOOR PANEL CHAPTER 26 OF FBC 24 GA. (.oza)STEEL MIN. SEE EVIDENCE PAGE 1,765 1.725 �2 �'I (n 7/16"OLA.WASHER Q 0 `r 1.144 a a� p�1 a (� 88 X 3/4'SMS 21 3/4- 0 3/8* /4'®3/8'FROM ENDS MAX. ,176 Fes- I'---.600 O n it ddg A II III! I I AND 7"O.C.MAX. WOW.WIDTH0 N O W * EXTERIOR FRAME * INTERIOR FRAME � RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION I I (4)88 X 3/4"SMS = d MAX. N 3 0 1-3/8"FROM ENDS ro LL Z S :III i AND 6-1/2'O.C. MAX. o o D.L.O. J O�t0�yt p EEI A % B —©_%_ _ IIII 175% ,062 DEEP { " JA GROOVE =�-.�".- I I V 0! 00 0 :III I. ED El O lr)M O I I 1/4'POLYCARBONATE LEXAN IIII BY'SABIC 717.01TNE PLASTICS' l 0 Q J I I NOA 813-0717.01 O � 'III L V I � U a K IIII .. .. .. U Z co m E 3' OJ• 5C I c / m p �rn w n W Q (� 1 o III O 3� W V I V Q Z Y1 IIII El M ELD NWE sm III L V ,l 0 IIII EIIII III .. .. .. ., !IIGRI 175 X .062 DEEP ;III OOVE z o uta ta (4) 88 X 3/4"SMS INSIDE ELEVATION - i r ® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS K.$z j III I AND 6-1/2'O.C. MAIL z I C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 1 88%3/4'SMS11 L O III l II ®3/8'FROM ENDS .175 X.062 DEEP iil n a a w B GR AND c m AND 4-1/2'O.C.MAX. 88 X 3/4'SMS 0_ ®3/8"FROM ENDS AND 7'O.C.MAX. r- ------ - _ __ _-_____ _ Engr:JAVAA AHMAO CNh P&ODLSC`f UVL%D q s 7/16"DIA WASHER - - - - - - - - - - - - - - - - M.PE 8 70 92 e�ldYIttiO lht F7ofid� I ,�� ---- CA.N.3538 WIbIo�Cbde o `� ----- Jloaptveelb � a 8 u DOOR PANEL EXTERIOR _ 9 DOOR PANEL 24 GA. (.024)STEEL MIN. 15/16'MIN. M By drawl�9 24 GA, (.024) STEEL MIN. D.L.OPG. Exwcolwal GLAZING BITE 01-09 WINDOW WIDTH sheet $ of 5