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HomeMy WebLinkAboutProduct Approval liM1AM PDADE 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 DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 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- 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. 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 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-svill 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 tenninatiori 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 OffrciaL 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 DADE COUNTY Expiration Date:July 21,2020 FX12• 1 / ?s Approval Date:April 23,.2015 I'a 4111i � 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 scaled by Javad Ahmad,P.E. B. TESTS "Submitted under NDA#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 #05-0228.02" 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.HETI 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.BETI 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-T078,dated 10/31/2003, 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 No.258592,dated 08/17/1998,signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under 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. a¢ K 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 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted under NOA#11-0414.12" i 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 e 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.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 CeIlofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "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.HET104-AO02,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. i I 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. p F. STATEMENTS "Submitted under NOA#14-0814.10" 1. Statement letter of code confonnance to the 51'edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. 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 2=1�4"X 18 GA. - -- PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4'X 0.1" GALV. STEEL C NTER HINGE '�0` `� STEEL PLATE WITH ONE 5/10-1B MS W/NUT OPTIONAL DOOR VIEWER X 5/B' SMS / `1 -FASTENED TO END STILE WITH TO BE INSTALLED AT WITHOUT DELRON SLEEVE(SIO,) (6) 814 X 3/4"SELF DRILLING SCREWS ANY CENTER 5111E 'I 7-1/2'X 3"X ,071"GALV,STEEL I G)0 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS o 0 END ROLLER HINGE I I Z1'i I 0 0 CENTER STILESv W/(6) 814 X 5/8"SMS r SEE SCH. 'A' - r A • WITHOUT DELRON SLEEVE (STD.) i F a WITH,DELRON..SLEEVE(OPTIONAL) ,� p 0 7-1/2"X 2-1�4"X.071" LOCK ``�^^ ul 0 GALV. STEEL C V,TER HINGE ' W/ (4).814 x 5/g"SMS O _2/DOOR WITH DELRON SLEEVE(OPTJONAL)-^. ''^^ `� -...� __ I N �0 O I T I"W X .15 THK. LATCH, .`�. _ V Cf -CENTER HINGE I1 STANDARD LOCK I e C a o SPRING LOADED SLIDE BOLT(BOTH SIOE�Sl ---- -__ _- r_3 m �i 30FASTENED W/(4) 814 X 1/2'S.M.S. -- 1I 5/8"MIN.LOCK ENGAGEMENT `` [ -- --- _ _ --' --- —- _ --"' _ ]— v CI o Q 6 CONFORMS TO SECTION 1008 REGARDING �� ° GARAGE DOORS T- -_...- -' --- I1ffI II�f}II'��II(III III I ---- z 'm z Q !3 S .158 DIA.GALV.AIRCRAFT S-TYPE O - `�\ �1 m m o CABLE&NICO-PRESS SLEEVE �``\ i O B o W/MIN.5 TO 1 SAFETY FACTOR r' _ 1 r 1 2-3/4'W X 5-5/8•H X .090•THK.11 STEEL PLATE, 1-3/8"DEEP WITH (3) 814 X 39 U SELF DRILLING SCREWS �' m A V' -' V v BRACKET BRACKET"'-- STD. LIFT DOOR LOW HEADROOM I a TOTAL g aF DOOR OPTION Z r=--v) S AT __ _ g _ LUco aGHT CONSISTS OF FaCH DOOR 7-7/8'X 3-1/8'X.010' OPTIONAL VENTS I iE M w 6'-6' 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE (3) 5°WIDE AT 7"O.C. MAX. _OPTIONAL FLUSH FACE DLL O 8'-9' 1 SECTION 18' SECTIONS 21" WITH (4)814 X 3/4'SDS OPNC.AREA NOT TO EXCEED 120 SO. IN. MAX,DOOR WIDTH WOOD GRAIN DESIGN L A O Z 7' 4 SECTIONS 21'- __ ____-- 16'-2" ._..—. ___j & O N a. ,a 7'-6' S SECTIONS 1B'- CENTER STILE- DAB DOORS INC, On ro INSIDEINSIDE ELATION ¢<v 0 v 7'-9' 4 SECTIONS 10'1 SECTION 21' Hurricane Master®Model 824/811 OUTSIDE RAISED PANEL EMBOSSED DOOR a' J sEcno is I6'2 sEcnors z1 Max. Size 16'-2' X 16'-0" High 8'-3' 2 SECTIONS 18'3 SECTIONS 21" HANDLE END STILE 0 8'-6' 1 SECTION 18' 4 SECTIONS 21' q 814 X 3/4'SELF DRILLING SCREWS MAY BE USED With.Window'Ute Option 8'-9" 5 SECTIONS 21'- IN LIEU OF,814 X 5/g�SMS W 6 SECTIONS 18'- LOCK BAR GUIDES ---� DESIGN PRESSURE RATING = + 36.0 PSF 9'-3 5 SECTIONS 18'1 SECTION 21" ° INSTALLED ON END STILE --' - 44.0 PSF ' 9'-6' 4 SECTIONS 1e'2 s£cnons zl WITH'(4) 814 X 5/a"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES m n 9'-e" J SECTIONS 18'3 SECTIONS 21' " O 10' 2 SECTIONS 18'a SECTIONS 21' U ABT X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2 o 10'-3" 1 SECTION 18' 5 SECTIONS 21' ENGAGES IN TRACK _ REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) q Igo SJ 10'-6' 6 SECTIONS 21'- ON EACH SIDE OF DOOR - INCLUDING HIGH VELOCITY HURRICANE LONE(HYHZ). u P a p CENTER STILES SCHEDULE'A' 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, a $Q IO'-9' 6 s£cnons 16'1 s£cnDN z1" OUTSIDE K�EO LOCK 11' 5 SECTIONS 18'2 SECTIONS 21' .CENTER SOLES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11'-3'4 SECTIONS 1B'3 SECTIONS 21' OPTIONAL DOOR WIDTHS g OF CENTER STILES DRESSING OR STUCCO. n 11'-6' 3 SECTIONS 16'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® 8'-0'TO 9'-10' 2 3: ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 11'-a'2 SECTIONS te'S SECTIONS 21' ALTERNATE TO 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN ` N 12' 1 SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT -• 12'-0-TO 13'-10' J- APPROVAL.- 12'-3' O':h R$ THESE DETAILS ARE NOT PART OF iH15 APPROVAL.- 12'-J' 7 SECTIONS 21'- LOCKS SHOWN ABOVE �g'-0"TO 9'-10-0"TO 9'-10" 12'-6' 6 SECTIONS 18.2 SECTIONS 21' -- -- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o DOOR WIDTHS 15'-11'TO 10'-2' S e 12'-9' S SECTIONS 18'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLOPoDA O 13' 4 SECTIONS 18*14 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 h TAS-203 FOR HVH2 AND 1J'-3' J SECTIONS 18'S SECTIONS 21' �I ® ASTM E1g88E gS:JAVADEAHMAD pp Q 2 SECTIONS 18.6 SECTIONS 21' d 13'-9' 1 SECTION 18' 7 SECTIONS 21' n n - - IT IT CML PITTDOIH.TN6 mw 'I 14' 8 SECTIONS 2f'- -10' I FLA PE 70592 r � 14'-3. 6 SECTIONS 18'3 SECTIONS 21" 'O'-0"TO 11'-10' b-- - 14'-0"TO 15'-10" CA.N. JB � 6 14'-6'S SECTIONS 18'4 SECTIONS 21' ilDTHS DOOR WIDTHS /�pep(�pHb/S .O/ 14'-B" 4 SECTIONS 18"5 SECTIONS 21" 8 15' J SECTIONS 1B'6 SECTIONS 21' M®O� _I ® ® �® � 15'-J• 2 SECTIONS 18'T SECTIONS 21' L_ , 2D15 M�_ rD 9 /� B7 drOwin no. 15'-6• 1 SECTION 18' 6 SECTIONS 21' �� OG-L I 15'-9' 9 SECTIONS 21'- �_ 12'-0"TO 13'-10° �15'-11'TO 16'-2-11'TO 16'-2" - 16' 6 SECRONS 18.4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet 1.1` 5 24 GA.STEEL PANEL- V U� N N Z O FLAPS BENT OVER PANEL-\� ®' I 1 o rddd,, �1 1/2"PUNCHED HOLES ® 4".D.C. p "r 9 Q 055•X 2-1/4'X 3/4"X 2' _ 0 ON.. � CALV.STEEL U.BAR REINFORCING TRUSS ®BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/TWO I {M Z = 814 X 5/8'S.M.S.AND TO END STILE - 1 �{ W/FOUR 814 X 3/4"SELF DRILLING,S. Q F O �z Z N v I �o 3/18'POP RIVETS I� a��' k p AT 4"O.C. 0) FOR 21 STILES ® (5) FOR 18"STILES n .024"STU PANEL O ® END STILE Q OUTSIDE OF ODOR tl Z I''1 -LA 8 Do (f)Etol cr O)p I IST SECTION (80TTOM) INTERMEDIATE SECTION TOP SECTION O tR z" O N OPTIONAL STOP MOULDING m J BY DOOR INSTALLER SOLID BRASS DOOR VIEWER ¢N 5 G1 STEEL TRACK BRACKET FASTENED - BY 'SCHLAGE SECURITY HARDWARE' TO WOOD JAMB WITH 8 14 X 5/8'SMS - 3/4"X 2"X 2-1/2"'% .049•STEELINSTALLED IN 91HOLES O 5/16'X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH STILE (FULLY THREADED) FLAPS AND(5)OR(6)3/16'ALUM RIVETS POSITIONED DIA.NED AT EYE LEVEL CENTER HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X .058-FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET: a END STILE WITH (4)3/16'POP RIVETS 3/8'DIA-POWER-BOLT BY'POWERS' [n SOUTHERN PINE - `•4� - - - - -- 1-7/8"X 2-5/8"X 049•STEEL DISTANCE A) 2'MIN.EMBED INTO CONCRETE(3000 PSI MIN.)- o i`ilE 0.55 S. CENTER STILE,1; AND RIVETED , '.j 2"MIN. EDGE DISTANCE TO PANEL W/(4)3/16'RIVETS / 1- IN. POP RIVETS °:'� ;-�1_-3/16 x/B"D7° H C SLEEVE BY'HILTI' y 8 14 X 5/8'S.M.S. F _ DIST. 4/HINCE _°"' •• 1 8) 1-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4 MIN. EDGE DISTANCE INTO CONCRETE -. 4" MIN. EDGE DISTANCE INTO FILLED BLOCK - 1_3/16• •+ CONCRETE Pc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. N° a d 6 0 1.9"% 2.19'% 3.3"% .090" -_- _- -- --- - - - ANCHOR IYPE A OR D - —- - STEEL TRACK BRACKETS ) I I I ((1)PER BRACKET SEE SHEET 3 FOR SPACING: SEE SHEET J FOR BRACKET SPACING Engr.JAVAD AHMAD I "SilE PE 70592 1'6gR rrl811f1�Fwms7-1 2"X7-1/2"% .071" 1/4-20 SS BOLT CA.N. 3to No/ SIDE &NUT teamGALV. END ROLLER HINGE �—.--� STEEL TRACK CENTER HINGE 14 Ga% 2-1/8'% 1'(STANDARD)) 1.82'DIA. X .50'STEEL ROLLERS(STD. M 0 015 drawing no. 12 G4.X 3-5/16'% 1-1/2"(OPRONAL) 7/8"PUSHNUT 1.82"DIA. X.50"NYLON ROLLERS (OPTIONAL , FASTENED TO TRA K FLATTEESS INSTALLED ON ROLLER SIM" 2.75•DIA. X.50'STEEL ROLLERS (OPTIONAL- 02-21 W/ 1/4-20 X S/8"TRUSS H0. 2.75"DIA" X.50"NYLON ROLLERS (OPTIONAL SLOTTED M.s.&LOCK NUT SECTION 8-8 WITH 5"STEM sheat 2of 5 1-1/2"X 1/2"X I/8"HORIZ.ANGLE POP RIVETS 5/16"X 1-5/8"LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. p p--2" 2-3/4'X 5-1/2'X 3'%.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS, ��u CALV.STEEL WffH 1-1/4" EMBED INTO MASONRY EXPEEDING 8 FT. IN HEIGHT 2'%2"% 1/8"HORIZ.ANGLEj I lee// OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A -•- FOR DOOR HEIGHTS ABOVE 8 FT.OR o FASTENED W/ (6)F 14 X 5/8'S.M.S. I I 1 DOORS WITH INSULATION OR WINDOWS Z /W SPOT WELDED TO HORIZ.TRACK qq,, 14 GA.GALV.STEEL ADJUSTABLE WITH 7W0 WELDS AT ST APART W 2-1/2" X 4-1/4"X 13 GA.STEEL PLATES N SLIDE FASTENED TO BRACKET A J FIRST AT 3'O.C„ REST AT 9`O.C. m W/5/I6-18%3/4"HEX HEAD WELDED TO 1-1/2'% 1-1/2"X 14 CA.ANGLE -- WITH TO FLAG BRACKET ANGLE F N M.SCREWS&NUTS. FASTENED TO TRACK - -- W/.3/8-16 X 3/4"BOLT NUT e' 6 WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH - OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH 0 °Ln TOP BRACKET - - (2) 1/4-20 X 5/8"BOLT&NUT (STANDARD) TOP BRACKET (OPTIONAL))-/ C y LOW HEADROOM 000 _—) U N i - - 1 14 GA GALV.STEEL TRACK HORIZONTAL REINFORCEMENT cy K ° I/2"% 1-3/4'X.058'FORMED STEEL VERTICAL TRACK IL Q ° GLUED TO PANEL AND FASTENED TO I 2-1/8"X 1°X .080° Q ey m C VERTICAL STILES WITH - SECTION A-A G 2"X 5-1/2'X .104" (2)3/18°POP RIVETS GALV.STEEL Q F FASTENED W/(4)N 14 X 5/8"S.M.S. (L Z TOP ROLLER BRACKET FOR J t7 HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q Z 1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH Bl B2 93 B4 I 85 B6 07 B8 41 ED TO PANEL AND FASTENED TO 6'-0" IB"18' 18" 18 N/A 1"TO 2"I1-3/4" 23" 34" 45" 56" 67" VERTICAL STILES WITH _ _ (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" 58" 67" - I- 7'-6" 18" 18 18" 18" 18"1"TO 2`11-3/4" 23" 34" _ 45" 56" 67° 78-1/4" PLASTIC/STEEL ROLLERS - ---J B'-0" 21. 18' 18" 18" 21"1"TO 2°11-J/4" 23" 34" 45" 56" 67" 78-1/4" - _ 1.82' DW. X.50" u!E __ _ BOTTOM ® �W/.44 DIA. X 4-1/4"STEM m 2 •-SECTIONS ARE NUMBERED STARTING AT THE BOO M it FOR DOORS MORE THAN 8 FT. RICH, USE ADDITIONAL TRACK flRACKETS AT 10"O.C. OPTIONAL INSULATIONS: z¢ Q J BY'DYPLAST PRODUCTS LLC' o EPS-EXPANDED POLYSTYRENE C) m 1.9°X 2.19"X 3.3'X .090' Z vj N DENSITY- 1.05 PCF - to N.OA 911-0926.07 STEEL TRACK BRACKETS / -00 Z m ORn 2-3/16"HIGH / Or LT ISO-25 POLY-ISOCYANURAIE m CONNECTED TO TRACK WITH F2 < DENSITY= 2.0 PCF ) 1/4"BOLTS&NUTS. 0 0+.,,. N - N.O.A.X11-0926.06 Z OR BY'GELLOFOAM NORTH AMERICA' N DENSITY- 1.03 PCF j-- Q N N.OA,y10-1129.04 m OR BY'INSULFOAM LLC' % r----� ma�yy,, DENSITY- 0.92 PCF N.OA. (j14-0311.08 / m w ®' 14 GA.GALV.STEEL $ ROLLER HINGES FASTENED a x W/(6) U 14%5/8'SMS m m z MM. .024"ROLL FORMED STEEL PANEL @~ DRAWING QUALITY C-40 MIN.YIELD STRENGTH a 39 KSI -------^ WITH PRIMER AND BAKED-ON w g POLYSTER PAINTED TOP COAT TRACK CONFIGURATION 09, APPLIED TO BOTH SIDES OF STEEL d VERTICAL LIFT HIGH Ll STANDARD LIFT LOW HEADROOM o DOUBLE TRACK ` Y 12 GA.CALV.STEEL /BOTTOM BRACKET FASTENED AVAILABLE.TRACK OPTIONS Q W/(4) S 14 X 5/6•SMS EnQr;JgVAD PHMAD o CIVIL PRODUCT RENEWF-U 1 i FIA PE70592 1/pmpl{�wi111&A FIm9A� a' 1 C.A.N. 36 B�dldiy'CTo3e L S D(i) SBOTTOM D EE SHEET5 OPTIONS lloapnaoeNo R M FfoamCowa drawing no. _SECTION A—A 02-21 SEE SHEET 2 FOR LOCATIONshoet Sof 5 OF REINFORCING TRUSSES • 3 4" REINFORCEMENT f 1 g AIN. 1/2'X 1-3/4'X.D58" or FORMED STEEL B8 X 1' _ I 1 Z 1-1/2"MIN, DIST SELF DRILLING SCREWS _�. WSTEEL X 1' S33hFFiii' g I CE DIST. L RIVETS LF DRILLING SCREWS Z 3/16"'RIVEX'STEEL RIVETS c3 g \ \ g MULRGRIP W/AT 48"ME 1 D.C. LTIGR PI W/DOMVEX EE HEAD F 48'O.C. a r REINFORCEMENT b 1/2'X 1-J/a•%.OSB" '0 2ET1• 1/4'DIA.LAG SCREWS 2BY 1/4'DIA.LAG SCREWS FORMED STEEL OAT 6"FROM ENDS �-AT 6'FROM ENDS I WOOD BUAND 15'O.C. MA%. AND 15'O.C. MAX. W'STRIP ADAPTER ADAPTER 0ALUMINUMRUBBER W'STRIPPING a R W'STRIPPING 2. 550 —34 .7Do .o4D 348 L6 �IIIISSS 411111 LS.CJI �bs F--1.730----i Lt � �• � (o ROTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' L� WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAWTY SG-0.55 MIN,) M 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. FORDOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE -- Z V1 VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING — W ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST. Q 010 1 3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 8' 2' m J/8"CONFIEX BY'ELCO FILLED BLOCK 2' 8, p 3 3 8"DYNABOLT BY ffW' GONG. 1-1 2 8' 2-1 2 O Z STEEL STRUCTURE BY OTHERS J B POWER-BOLT BY POWERS CONC. 2" 8' 2' o '^ 5/16'% 1-5/8' MUST SUPPORT THE LOADS IMPOSED J B SLEEVE-ALL BY SIMPSONS CONC. LAG SCREWS BY DOOR SYSTEM CONCRETE I'a 3000 P51 MIN. AT 12"O.C. F C-90 GROUT FILLED BLOCK Fm 2000 PSI MIN. N p _ 5/16"DU.BOLTS _ _ [AT WITH WASHER&NUTWOOD BUCK CONNECTION TO MASONRY ° ' 12"D.C.MAX. �,' EDGE DIST. EI PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH 1d 1/4"ULTRACON BY'ELCO WITH SPACING OF 12"D.C.INTO GROUT FILLED BLOCK.WALL-WITH 2-1/4'MIN.EMBED _ - - __ - - c q 1 3"O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN.EMBED 1-1 4"%2-1/2'% 14 CA' o 2-1/2" INTO EDGE DISTANCE 11_1/2" I —"CONT.STEEL ANGLE 1-1/2" ppH 1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL _ ac+ T 11"O.C.INTO GROUT FILLED BLOCK WALL WITH 1-1/2'MIN. EMBED —FLAT BRACKETS t3'LANG 2-1/8'X 1'X 14 CA. °'i & 13'D.C.INTO 3000 PSI CONCRETE WITH 1-3/4"MIN.EMBED 1/16'X %1/2 AT 12'O.C.IN DOOR OPNG. 2GALV.-1/STEEL TRACK 3'MIN. EDGE DISTANCE- - - - - - - -- - FILLET WELDS - - --"- - - - 3 AT 12.O.C.MAX, AT 1B"O.C.ABOVE DOOR _ /FASTENED TO TRACK-PLATES 3/8"CONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE / W/(2) 1/4-20%5/8"TRUSS HD. 3/6"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S. &LOCK NUT iIi m 23"O.C.INTO 3000 PSI CONCRETE,WITH-2-1/2•MIN,EMBED 3'MIN=EDGE DISTANCE CONRNUOUS ANGLE TRACK REVERSE TRa.CKjJLJ000S ANGLE TRACK 3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TD}4000 RUCK TO STEED - - TO CONCRETE AND FILLED BLOCK c 10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN, EDGE DIST. 15'O.0 2-1/2"MIN.EDGE DISTANCE Engr:JAVADAHMAD o f3 PREPARATION OF LAMBS BY OTHERS CML PRDDUCT RENBWM, FLA.PE p 70592 •*0mPwvwkht%e Fkmft FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CA.N.'3538 Ella BC06 I ' BYEDOORYSYSTEMSUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Me[plrla No�S�QQ.O/ 1 FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY drawing no. BUILDING OFFICIAL UPON INSPECTION. YO15 �'�"� 02221 MAXIMUM EXTERIOR(+)LOAD PER JAMB (16.16'X 62 PSF)/2 m 291 Lbs per FL. MAXIMUM INTERIOR(-)LOAD PER JAMB = (16,18' X 44 PSF)/2 355.5 Lba par FL - - - - sht 4 eeof §J PLASTIC COMPLIES WITH soo zso r U1 y DOOR PANEL CHAPTER 26 OF FBC �J a 24 GA.(.024)'STEEL MIN, SEE EVIDENCE PAGE Z 0 � .. 1.765 1,725 7/16°DIA WASHER Cf .. - 1.144 d j 1 0$ h I 8%J SM 21 3/4" II M� ®JIB/FROM ENDS MAK• ,176 Fes- f=--.800 O V Q a\ 111 I I AND 7"D.C.MAX. WDW WIDTH a ' :EXTERIOR FRAME * INTERIOR FRAME 00m,0m, 18 1/8" RIGID PVC ONE PIECE INJECTION IRIGID PVC ONE PIECE INJECTIONrn SMS g C MAX.(4)-8 4O 3® 1 /8 /FRM ENDS O.L.O. y1 Z.0 1 1111 1 �\ AND 6-1/2"O.C.MAX. 8 0 0 .1 Lg� I 1 I I � �i� E�l 0 , 1111 J. 175%.062 DEEP w GROOVE II IIII By POLYCARBONATE LEXAN :f �. i. y. o M 1 1 NO'BARIC INNOVATIVE PLASTICS' " M IIII NOA#13-0717.01 � A ( �' ¢ Ll III 1• �__— _._ -—__ __ — ___ - 1 O I I I I .. ., .. .. E�. Ulm Z W = a 0 00 o J 1111 -O Q b o W 11 1'- O a y1 i7:� im v _• - --�-' -�I I O P= O ED DO - 2 1111 - N IIII -- IIII � '• y. :l. :j. y. :�. 1 175 X.062 DEEP f �„ 11 I 1 GROOVE '1 111 1' A w o GG 'I 111 1 1 (4)d8 X 3/4"SMS INSIDE ELEVATION g 0 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v g z 1 111 1 AND 6-1/2°O.C.MAX. . I WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 0121 O 1 #8 X 3/4"SMS C - j 111 I 1 ® Zj8;FROM ENDS 175% .062 DEEP g i 1 AND 4-1/2'O.C.MAX. GROOVE v n o g 0 u x \\\ "8X 3/4"SMS 1 ®3/8"FROM ENDS _ ---' AND 7"O.C.MAX, -___--- _______________ Engr:JAVAO AHMAD PR0mcrptsIN ..D d A WASHER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CIVIL rooeoftwM11M1w� 7/16°OI3 ,�,`.. F CAN.$5386 2 $ 1 4 Awopatlo0!'b 'O� O c OooR PANEL EXTERIOR b 5 24 GA. (.024)STEEL MIN. DOOR PANEL 18/16"MIN. D.L.OPG. drawing no. 24 GA.(.024)STEEL MIN. - GLAZING BITE r� WINDOW WIDTH OG_2.1 sheet 5 of 5 r.A 66& MIAM PDADS 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) mrw.miamidade.gov/economy DAB Door Company,Inc. 12195 NW 9816 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 Pr6duct 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- 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. 11 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 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•DADE COUNTY Expiration Date:July 21,2020 IS Approval Date:April 23,2015 OQ,j I(, 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 scaled 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.RETI-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-114100,dated 01/21/2011,signed and sealed by Candido F.Font,P.E. "Submitted under NOA #05-0228.02" 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.HETI 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-T078,dated 10/31/2003, 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 No.258592,dated 08/17/1998, signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under 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. 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 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted under NDA#11-0414.12" - 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 Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/1712018. 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. i 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/201 i,and expiring on 02/24/2016. "Submitted raider NOA#OS-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM 0155 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 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 liy 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 confonnance to the 5'h edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner 1 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" �(1 a] GALV. STEEL CENTER HINGE �'p ^ `� STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER v t3 W/ (4) x/14 X 5/8' SMS / � -FASTENED TO END STILE WITH TO BE INSTALLED AT T O WITHOUT DELRON SLEEVE(STD.) 1 (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE `- I/ p 7-1/2"X S'X .071"GALV.STEEL I O O ' SEE SHEET 3 FOR TOP BRACKET OPTIONS CN END ROLLER HINGE II 00 1 CENTER STILES _" W/(6) #14 X 5/8"SMS r SEE SCH. 'A' - r-"A o WITHOUT DELRON SLEEVE (STD.) �i 1E WITH DELRON SLEEVE(OPTIONAL) p _ - ----•I- - O 7-1/2"X 2-1 4'X 071" - GALV. STEEL CENTER HINGE LOCK �\ oW/ (4) bio X 5/8'SMS _2/DOOR WITH DELRON SLEEVE(OPTJONAL) O I' "��1"W X .15 THK. LATCH. _ y STAND CENTER HINGE 1I SPRING LOADED SLIDE BOLT-(BOTH SIDEE\Sk D LOCK %m !i o o O ` FASTENED W/(4) #14 X 1/2"S.M.S. a 1 MIN.LOCK ENGAGEMENT `� [: - ---- _ - - - _ -- _ _ 1 � �^o CONFORMS TO BECKON 1008 REGARDING E-3 J M--. V` '- \' _ J D g -�o (i Z g GARAGE DOORS -_ __ _ -- ___ , .J W ------ _ _ 1 1t ,158 DIA.CALV.AIRCRAFT TYPE 1 _ _ 1 Mi-o CABLE&NICO-PRESS SLEEVE W/MIN. 5 TO 1 SAFETY FACTOR J' `\�A i 0 `Al ---'- ---- _ ._..-- I .] a 4 v _- I O I1r y y- -_y__— - _ -__ �yl" 2-3/4-W X 5-5/8"H X .090•THK.'1 STEEL PLATE, 1-3/8"DEEP i 1 i —-= -- - - -— - = -� - dd 00 WITH (3) 14 X 3/4' LT — �"r 1 3 0 SELF DRILLING SCREWS 7 N1 BRACKET BRACKET' a STD. LIFT DOOR LOW HEADROOM ,�-1I Toru g of DOOR OPTION _' - N ,i, _Z Gj e DOOR 'U'BARS AT _ _- g 60 W Ns'--pe 2 SECTIONSTS OF SECTIONS 21-FACH DOOR STEEL PIATE-1/8'X.0000 1 10• OPTIONAL VENTS OPTIONAL FLUSH-FACE ocr (3) 5•WIDE AT 7'O.C. MAX. p 0 va 1 SECTION 18" 3 SECTIONS 21 .WITH (4) 014 X 3/4•SOS OPNG.AREA NOT TO C. MAY 120 S0.IN. -WOOD GRAIN DESIGN L A , 77'3 4 SECTIONS 21'_ L __.-__—__ MAX. D602 WIDTH .._� a �p to 7'-6' 5 SECTIONS 18'- CENTER STILE- _ INSIDE ELEVATION DAB DOORS INC. N 7'-s' 4 sEcnorls 10'1 s[cnoN 21' Hurricane Mosler®Model 824/811 B' 3 SECTIONS 18"2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR Mox. Sizo 16'-2" X 16'-0" Hi h `V HANDLE END STILE _ With'Window Lite Option 9 8'8' 2 SECTIONS IB'3 SECTIONS Z1' O W-8' 1 SECTION 18' 4 SECTIONS 21' p #14 X 3/4'SELF DRILLING SCREWS MAY BE USD 8'-9' 5 SECTIONS 21'- IN LIEU OF X14% 5/8"SMS 9' 8 SECTIONS 19"- 5 � DESIGN PRESSURE RATING + 36.0 PSF �- " LOCK BAR GUIDES 9-3 5 BECKONS IB"1 BECKON 21 INSTALLED ON END STILE •- - 44.0 PSF 9'-8' 4 SECTIONS 10'2 SECTIONS Z1 WKH(4) ()14 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES e 9'-9" 3 SECTIONS 18'3 SECTIONS 21' 10' 2 SECTIONS 18'4 SECTIONS 21' 'Q 4 18T X .6W LOCK BAR L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO,COMPLY WITH THE 10'-3• 1 SECTION 18' 5 SECTIONS 21' S2 ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) j 10'-6's SECTIONS 21'- 2S ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). t5 10'-9'8 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A' w OUTSIDE KEYED LOCK B. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. I1' 5 SECTIONS 16'2 SECTIONS 21' - CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11'-3' 4 SECTIONS 18'3 SECTIONS 21' OPTIONAL DOOR WIDTHS B OF CENTER STILES DRESSING OR STUCCO. ® ®® n 11'-8' 3 SECTIONS 18*14 SECTIONS 21' LOCK BAR LOCKING SHOWN 8-O'TO 9'-1O' 2 _ 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PIATD CARBON STEEL. 11'-0' 2 SECTIONS 18"9 SECTIONS 21' ALTERNATE TO 10'-0'TO 11'-10" Z c u^ ^ 12' 1 SECTIONS 18'6 SECTIONS Z1' - SPRING LOADED SLIDE BOLT -•- -- 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 12'-0'TO 13'-10' J THESE DETAILS ARE NOT PART OF THIS APPROVAL, I2'-3' 7 SECTIONS ZI"- LOCKS'SHOWN ABOVE g'_0"TO 9'-10" 14'-0'TO 15'-10' 4 12'-6' 6 SECTIONS 18'2 SECTIONS21" 15'-11"TO 18'-Z" -�5 -� S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. DOOR WIDTHS 1 S SECTIONS I8'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF 13' O 13' 4 SECTIONS 10"4 SECTIONS 21" - BUANDILDING COOED TAS-202,TAS-201 &TAS-203 FOR HVHZ AND 13'-3' 3 SECTIONS 18'S SECTIONS 21' I�® ® ® ® ® ASTM E1888-05/ASTM E1998-09. •v b 13'-6' 2 SECTIONS 10'6 SECTIONS 21' � Engr.JAVAO AHMAD a �I 13'-9' 1 SECTION 18' 7 SECTIONS 21" CML PRODU6TTRENEWED 14' B SECTIONS 21'- 10'-0"TO f_v O" 14'-0'TD 15'-10" �CA.N. ]8592 r Yrg111�{hrlh 14'-3• B SECTIONS 18'3 SECTIONS 21' SIdIdel8 . DOOR WIDTHS DOOR WIDTHS 14'-8' S SEC710N5 18"4 SECTIONS 21' AumvIa1n 1Vo/5 AI b 14'-9' 4 SECTIONS 18"5 SECTIONS 21" 15' 3S NS 18"8 SECTIONS ZI" ® �� win � III pl1s'-3 z sEcrloNs 1e"7SECOONS Zt' ��WWW 1r2015 By PrMlntrd Browri�ng nqo. 15'-6' 1 SECTION IB 8 SECTIONS 21' IV-9, 9 SECTIONS 21'- 2r,-,.' TO 13'-10" ��_ 15'-11"TO 16'-2" 16' 6 SECTIONS IB'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS sheet 1 of 5 24 GA.Se. , N N FLAPS BENT OVER PANELo 1/2"PUNCHED HOLES0.0 4"O.C. C a V G ehl - y-- j v Ir Q 4 0 .055'X 2-1/4"X 3/4"X 2' Q m 1 -- GALV.STEEL U.BAR REINFORCING TRUSS O BOTTOM OF PANEL TRUSS FASTENED TO VERTICIL INTERMEDIATE STILES,W/TWO I {L 2 Uhf g� #14 X 5/8"S.M.S.AND TO END STILE .' 'tZ7 c9 a J W/FOUR#14 X 3/4"SELF DRILLING S. 2 �0 3/16'POP RIVETS k i - AT 4"O.C. m _ _ (6)FOR 21'STILES (5) FOR 16"STILES .024"STL. PANEL to r1 Q END STILE C-i OUTSIDE OF DOOR tL °�� N D-" N 1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION 0.0 � o BYnDOOR INSTALLERSOLIDMOULDING SOLID BRASS DOOR VIEWER STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY.HARDWARE' N � � TO WOOD JAMB WITH A 14.X 5/6'SMS 3/4"X 2-X 2-1/2"X ,049"STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 5/16"X 1-5/6"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH POSITIONED AT EYE LEVEL (FULLY THREADED) FLAPS AND(5)OR(6)3/16"ALUM RIVETS HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X ,058'FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRAC,JCET, A 6 END STILE WITH (4)3/16'POP RIVETSEDGE 'p A POW R-BOLT 13Y'POWERS SOUTHERN PINE - -.,;- ° -`"a� �-_ = - 1-7/8"X 2-5/8--X.049°STEEL- STANCE - - -A) 2"MIN. EMBEDINTOCONCRETE(J000 PSI MIN.) - 0.55 S, ° •�� CENTER STILE,GLUED AND RIVETED OI - pg, 19 TO PANEL W/(4)3/16"RIVETS 2° MIN.EDGE DISTANCE a 3 16° e .: c 1- MIN. POP RIVETS1-3/16 -• /B'0A HLC SLEEVE BY'HILTP y " A 14 X 5/8"S.M.S. e:. .'>°. ,I •." I y c OIST. 4/HINGE b B) 1-1/4"MIN g g= ___ I_ _._ J _I _ _ _ ._____ _ _ __ _ _ _ _I 1°' .- -._2-1I4".MIN \ . EMBED INTO CONCRETE OR FILLED BLOCK . EDGE DISTANCE INTO CONCRETE I 4" N. EDGE DISTANCE INTO FILLED BLOCK 1-3/16" .• .o S n CONCRETE f'c - 3000 PSI MIN, C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. 'm°d 6 0 3.3"% 090" a __ _ �: - -- STEEL TRACH BRACKETS aANCHOR TYPE A OR© � SEE SHEET 3 FOR SPACING. I I I I I �E PER BRACKET EE SHEEP 3 FOR BRACKET SPACING Ener JAVAD AHMAD I c I I ! 1 CM F#UDI1C'fR6NBWFD 1 . FLA.PE 70592 r6UubI1�Nb WM FkoWa IS 1 7-1 2"X .050" 7-1/2"% .071" 1/4-20 SS BOLT CAN. 38 �iM016 .. S G/ALV.STEEL INTERIOR SIDE END ROLLER HINGE &NUT "" S o STEEL TRACK CENTER HINGE 14 GA.X 2-1/8"X 1"(STANDARD) 1.82"DIA.X.50" STEEL ROLLERS(STO. M Q 015 c drawing no. 12 GA. X 3-5/16'% 1-1/2"(OPTIONAL) 7/B"PUSHNUT 1.62"DIA. X .50"NYLON ROLLERS (0P710NAL _� FASTENED TD TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DtA, X.50"STEEL ROLLERS (OPTIONAL— �����0"c_ W/1/4-20 X 5/8"TRUSS HD. - 2.75"DIA. X ,50"NYLON ROLLERS (OPTIONAL SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5"STEM sheet 2of 5 1-1/2"X 1/2"X 1/8'HORIZ.ANGLE POP RIVETS 5/16"X 1-5/8" IAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �� o / - 5/I6"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, N 2-3/4'X 5-1/2'X 3"% WITH 1-1/4"EMBED INTO MASONRY EXFEEDING B Fi. IN HEIGHT 2'X 2"X 1/8"HORIZ.ANGLE 4Y 1 GALV. STEEL OP ROI.I.F.R BRACKET ON fAGli SIDE 3 PER BRACHET II A -�- FOR DOOR HEIGHTS ABOVE B Fi.OR o FASTENED W/(6) F 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS 14 GA.GALV.STEEL ADJUSTABLE SPOT WELDED TO HORIZ.TRACK 2-1/2'X 4-1/4'X 13 GA. STEEL PLATES -- WITH TWO WELDS AT I-1/2."APART 0 W SLIDE FASTENED TO BRACKET A J FIRST AT 3"O.C., REST AT 9"O.C. W/5/I6-18%3/4"HEX HEAD WELDED TO i-1/2"X 1-1/2'X 14 GA.ANGLE CONNECTED TO FLAG BRACKET ANGLE N M.SCREWS&NUTS, FASTENED TO TRACK Hf-_--_7/-.R�lTRACR W/J/8-16 X 3/4"BOLT&NUTWITH (4) 1/4-20 SS. BOLT&NUTS . LENGTH - OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT'GUIDE WITH a °L4, TOP BRACKET - - (2) 1/4-2D X 5/8"BOLT&NUT (STANDARD) TOP BRACKET ` I%C (OPTIONAL)-/ Q "} LOW HEADROOM DOOR __) 0 C eri - 'l 14 GA. GALV.STEEL TRACK HORIZONTAL REINFORCEMENT 1/2"X 1-3/4'X.058"FORMED STEEL VERTICAL TRACK 0 n GLUED TO PANEL AND FASTENED TO I 2-1/8"X 1"X.080' VERTICAL STILES WITH - SECTION A-A m N (2)3/16'POP RIVETS 2-X 5-1/2-ALV.STEEL 3� FASTENED W/(4)➢ 14 X 5/8"S.M.S. OP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS ZZ HORIZONTAL REINFORCEMENT B W 1/2"X 1-3/4"X .058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 B2 B3 84 I 85 86 87 B8 _ GLUED TO PANEL AND FASTENED TO —) 6'-0' 18"J- 2 18"N/A 1"TO 2"11-3/4" 23' 34" 45" 56" 67" VERTICAL STILES WITH "—\ (2)3/16"POP RIVETS 6'-6" 21" 21"N/A 1"TO 2"11-J/4" 23" 34" 45" 56" 67"- - 5/16"MEETING RIB 7'-0" 21" 21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56 67" - 7'-6" 18" 18" IB"1"TO 2'11-3/4" 23" 34" 45" 56" 67" 78-1/4" PLASTIC/STEEL ROLLERS - __f 1"TO 2"11-3/d" 23" 34" 45" -- 1.82' DIA. X.50" Lia� �W/.44 DIA. X 4-1/4'STEM = '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O LIJx FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. L.i M OPTIONAL INSULATIONS: z 0: �+ Q J BY'DYPLAST PROOLICTS LLC' 5o I`- EPS-EXPANDED POLYSTYRENE as o m 1,g•%2,19' X 3.3"X.090' � ' Z DENSITY 1.05 PCF - N.OA#11-0926.07 STEEL TRACK BRACKETS -ro w m OR m 2-3/16'HIGH / 8 O)p 1 ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH Q• 0' DENSITY 2.0 PCF ) 1/4'BOLTS&NUTS. o O 3 m ORA.X11-0926.06 m _ / & OQ'Z BY'CELLOFOAM NORTH AMERICA' GO of J DENSITY= 1.03 PCF N.O.A.((10-1129.04 m OR BY'INS RFOAM LLC_ DENSITY- 0.92 PCF \ N.OA#14-0311.08 14 GA.GALV.STEEL - ROLLER HINGES FASTENED m W/(6) # 14 X 5/8"SMS _ MIN. 024'ROLL FORMED STEEL PANEL DRAWING DUALITY G-40 MIN.YIELD STRENGTH a 39 KSI -------"'—WITH PRINTER AND BAKED-ON POLYSTER PAINTED TOP COAT TRACK CONFIGURATION g g APPLIED TO BOTH SIDES OF STEEL d n - w VERTICAL LIFT HIGH LIEF STANDARD LIFT LOW HEADROOM z B DOUBLE TRACK 12 GA.GALV.STEEL BOTTOM BRACKET FASTENED AVAIL68LE TRACK OPTIONS W/(4) y 14 X 5/8'SMS '11-: 1-c-6 J/ Enqr.JAMA AHMAD o CIVIL PRODUCE RENEWED i FLA.PE 70592 rcongytrgwith ftFIgLiAs 8Its, CA.N. 38 B►d O d*(D BOTTOM �' SEE SHE FAL OPTIONS Aaoeptawo $ 5 R M pro" drawing no. SECTION A—A 02^21 SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES sheet 30( 5 3 4" REINFORCEMENT IN. 1/2"x 1-3/4"X.058" DIRGE S6 % 1° FORMED STEEL �._•J N SELF DRILLING SCREWS % i" z 1-1/2"MIN. _ I OR SELF DRILLING SCREWS z I GE DIST. 3/16"'RNEX'STEEL RNETS OR - 0 ry Tpa o MULTICRIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS g \ \ g AT 48"_O,C. MULTIGRIP W/DOME HEAD AT.48"O.C. y REINFORCEMENT .058" QLI FORMED STEEL + O Q,a 2BY 1/4"DIA.'LAG SCREWS 28Y 1/4"DIA.LAG SCREWS O O u. WOOD BU I \ 'AT 6"FROM ENDS W000 OU I 1 `AT 6"FROM ENDS AND 15"O.C.MAX. I AND 15'O.C. MAX. I W'STRIP ADAPTER W'STRIP ADAPTER 0'ALUMINUM �--J STEEL RUBBER W'STRIPPING RUBBER W'STRIPPING Q: L4 Zt wf - 0 X224 5 3 70D ,040 -8 W'1 0 BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'Bc ro WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN,) M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT �5} TO.WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. - - ta• FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE Z Vi a VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING — W ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST. 3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 e" 2" 00 o Q. wd N _ J B"CONFLEX BY'ELCO FILLED BLOCK 2" 4" 3-J 4 O 3 3 8'OYNABOLT DY ITW' CONC. 1-1 2 2-1 2 O•Z m STEEL STRUCTURE BY OTHERS 3 B POWER-BOLT BY POWERS CONC_ 2° 8' 2"' o c 5/I6"X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 8 SIEEVE-ALL.BY SIMpSONS CO '_—i_-17 "1 LAG SCR BY DOOR SYSTEM 0]01 J AT 12"O.C. CONCRETE FC G 3000 PSI MIN. Q N g C-90 GROUT FILLED BLOCK I'mZPSIMIM, 5/16"DIA.BOLTS WOOD BUCK CONNECTION TO MASONRY ATITIi2 pCRMhNUT 1. EDGE DIST. El PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I - GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1/4"ULTRACON BY'ELCO'WITH SPACING OF ggg 12"D.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1 4'MIN.EMBED <1 13"O.C.INTO 3000 PSI CONCRETE.WITH 1-J/4'MIN.EMBED - "- - - 1-1/4-X2-1/2"% 14 GA 2-1/2'MIN.EDGE DISTANCE 1 1_1/2" 1-I/2" CONT.STEEL ANGLE 1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL _ u 1 I"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2 MIN. EMBED —FLAT BRACKETS t3'LONC 2-1 8"X 1"% 14 GA. 13"O.C.INTO 3000 P51 CONCRETE,, WITH 1-3/4"MINS EMBED 1/16'X-2-1/2' AT 12"O.C. IN DOOR OPNG. GAL STEEL TRACK - __ 3'MIN.-EDGE DISTANCE "=.._-. ..--.- - - _ - -. _ _ _ -.. FILLET WELDS - -- - -.: - - OR OPNC..-.' -- - - FASTENED TO-TRACK-PLATES- - --' - - _ AT 1B O.C.OCABOVE D 3/B".CONFLEX BY'ELCO'OR AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/(2 1/4-20X5/8"TRUSS HD, m 3/B"LOT BY'ITW'WRH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.k LOCK NUT Tri m 2J"O,C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED 3°MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 3/B"HLC SLEEVE BY'HILTI'WITH SPACING Of TU WOOD_BUCK TO STEEL- - _j0 CONCRETE ANp Fl D B O K °e 10"O.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/4'MIN. EMBED,4" MIN.EDGE DIST. 15"O.C.INTO-3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND AI TCRNATE TRACKINSTALLATION 2-1/2"MIN.EDGE DISTANCE En9r,JAVAD AHMAD FRI)DUClr RENEWED � PREPARATION OF JAMBS BY OTHERS CML FLA.PE p 70592 04YIC41J%w[&Lhd F(O" FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.3578 BrkW1FWdlo I ` BYEDOORYOF SYSTEMpPORT1NG STRUCTURE TO SUPPORT LOADS IMPOSED Mecplrw W- , b q JI t FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Q_.T71_(!7^�Tl_1 rSL RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY drowing no. BUILDING OFFICIAL UPON INSPECTION. 2015 tp61� ��ff .I MAXIMUM EXTERIOR(+) LOAD PER JAMB- (16.16' X 62 PSF)/2- 291 Lbe Per Fl. 11 OL`� MAXIMUM INTERIOR(-)LOAD PER JAMB -(16.16' X 44 PSF)/2-355.5 Lbe per Fl. * PLASTIC COMPLIES WITH eDD zso 41 �g DOOR PANEL CHAPTER 26 OF FBC - N 24 GA.(.024)STEEL MIN, SEE EVIDENCE PAGE Z . . 1.725 F° 1.765 GGG 7/16'DIA.WASHER D.� � 1.144 . Las V (� 1 jj8 xd/4'SMS 21 3/4" I C ®J/8°FROM ENDS •' .176 Fes-- Imo-'-.8g0 a DW.WIDTH Q y Q Q AND 7°D.C.ocMAX. o ' / * EXTERIOR FRAME * INTERIOR-FRAME 0 y c RIGID PVC ONE PIECE INJECTION RIGID PVC'ONE PIECE INJECTION 3 N (4)Ba x 3/4°SMS :r= d IMAX. _ ® 1-]/8°FROM ENDS \•� O.L.O. Ii Z SLI I I I t AND 6-1/2'O.C. MAX. I A ILII 175% .062 DEEP •' w ,III GROOVE - I-I n n 'III t• --_ V - V V - V .--_... — .1 ILII 1111 .• i• � ,111 1/4'•POLYCARBONATE LEXAN i I 8Y'SABIC INNOVATIVE PLASTICS' � NOA#13-0717.01 A vD! illi J Z VZI lWl I { • ;� •;� N GJ W O J X ILII 0 Of O4 1111 � I I / •i � Q� k T -- � i. ..175 X.062 DEEP GROOVE ] El ED �sfi 77N =(4)RB x a/a"SIMSINSIDE ELEVATION® i-s/e°FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 11, AND 6-1/2°D.C.MAX. WINDOW LITES.CAN BE IN ANY LOCATION IN DOOR SECTION I O I - 98%]/a"SMS C ° B rr III j I ®3/6'FROM ENDS 175%.062 DEEP ' o S j AND 4-1/2'O.C.MAX. GROOVE v _ 0 :s°aS�4a % e°° e6 X 3/4^SMS 0 3/8"FROM ENDS AND 7'O.C.MAX. Engr:JAVAD AHMAD PRIDDUCT REW ID, c 7/16"CIA.WASHER _ _ _ _ _ _ _ _ _ _ _ __ _ _ FIA,PEE 0L705 2 BaU ~M� i . S CAN.3 53 8 AaxpI N0 'dam Up DOOR PANEL EXTERIOR 24 OA, (.024)STEEL MIN. C DOOR PANEL 15/16°MIN, O.L.OPG. I � 1J � Ro"C�O� dr°wing no. 24 GA.(.024)STEEL MIN. GLAZING BITE02-21 WINDOW WIDTH sheet 5 of 5