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HomeMy WebLinkAboutProduct Approval • ` I III MIAMI DAD 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 T1(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) j' www.miamidade.gov/economy DAB Door Company,Inc. 12195 NW 981h 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(fn 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 oto 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 Garag Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision I 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' I 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 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 hack, 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 ofNOA. 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 ithe 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 man��facturer 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 I 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 CMAMI-MECOUNTY Expiration Date:August 9,2016 Approval Date:June 11,2015 Page 1 I - � I Y I I I I i DAB Door Company,Inc. II I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � I i A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door";sheets 11, 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 "Submitted under NOA#09-0128.04" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 1201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 241 1]3.2.1,TAS 202-94 i along with marked-up drawings and installation diagram of�a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc,Test Reports No.HETI-08-2149A/11,Idated 06127/2008,signed and sealed by Candido F.Font,P.E. A "Submitted under NOA#09-0128.04" j 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering & Testing, Inc., dated 1'2/23/2008, signed and sealed by L Candido F.Font,P.E. �' i "Submitted under NOA#01-0516 03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No.HETI 01-974A,dated 01/29/2001,signed and sealed by Hector M.Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per IPA 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.2'58592,dated 08/17/1998, signed by W.A.Jackson,P.E. I ; l I i f ' oGlo2�ZeIS Carlos K Utrera,P.E. Product Control Examiner NOA No.15-0317.02 E piration Date:August 9,2016 (Approval Date:June 11,2015 E-1 i . I I i r I I i I � DAB Door Comnanv.Inc. I n 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. I � "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 Humayouri Farooq,P.E. I D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) i 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,Ifor their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast�Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and,expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products;LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02'/24/2011 and expiring on 02/24/2016. "Submitted under NOA#OS-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM CT155 of"PVC Extrusion Material",prepared by!Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.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 51h edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. i 'I; ob a2 Zorn Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0317.02 Expiration Date:August 9,2016 :iApproval Date:June 11,2015 E-2 i "I i 7-1/2'X 3'X ,071"GALV. STEEL TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" V END ROLLER HINGE __ STEEL PLATE WITH ONE 5/16-18 MS W/NUT W/(6) #14 X 5/8'SMS ,moo FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER WITHOUT DELRON SLEEVE(STO. (6) #14 X 3/4"SELF DRILL] SCREWS TO BE INSTALLED AT C WITH DELRON SLEEVE(OPTIONAL; CENTER STILE Z 1 00 1 CENTER STILE p k r O p I\ \ N f] LL O 1 / n CL 11 7-1/2"X 2-1/4"X.071" , --------- --- I 4- 1 p GALV.STEEL CENTER HINGE yr I W/ (4) #14 X 5/8"SMS - 1 WITH DELRON SLEEVE(OPTIONAL) B LOCK .IIj I'lJ��(I{I I(� __..(� I =t^ Q 1n Q E . 2/DOOR eSTA..1D.,1 1"W X .15"THK. LATCH CK r Q - - Go LDED SLIDE BOLT(BOTH SIDES) _ __ - - _- p FASTENED W/(4)#14 X 1/2"S.M.S. 'I - —=n- l o M 5/8"MW. LOCK ENGAGEMENT lij M CONFORMS TO SECTION 1008 REGARDING GAgAG�DOORS - -- I --_ W Q, I N Z 03 W J ODOR HEIGHT CONSISTS OF of "6'-6" 2 SECTIONS 18"2 SECTIONS 21' 158 DIA.GALV,AIRCRAFT TYPE i `1 iO `, ` .! L _ A ZO O 3 ,� BLE&NICO-PRESS SLEEVE-/-- t \� '� OPTIONAL VENT 6'-9' 1 SECTION 1B' 3 SECTIONS 21' I 1 , f= O Z W/MIN. 5 TO 1 SAFETY FACTOR 1 11 I r (3)5'WIOE AT 7.O.C. MAX. OPTIONAL FLUSH FACE U p vt 7' 4 SECTIONS Tt'- I OPENING AREA NOT TO E%GEED WOOD GRAIN DESIGN W 1n 7'-3' - - I 1 ,� [COLONIAL DESIGN rn120 SQ. IN. m 7'-6' S SECTIONS 18'- 6"X J"X 0.1" 1 /I / Q N s 7'-9' 4 SECTIONS 18"1 SECTION 21' STEEL PLATE �� 1� O MAX. DOOR WIDTH O-_ e' 3 SECTIONS 18"2 SECTIONS 21' WITH(2) #14 X 5/8"SMS ° ` "- W-4^ G� -J' 2 SECTIONS 18'3 SECTIONS 21" B' _ W-6' i SECTION 18' 4 SECTIONS 21' W-9' 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELATION 9' 6 SECTIONS Is'— STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR _W-3' 5 SECTIONS 15'1 SECTION 21' DOOR OPTION 9'-6' _ 6 SECTIONS 18'2 SECTIONS 21" •' 3-SECTIONS'18'J-SECTIONS'21'--____-______-___ __- _______ 7-7/8"-X-3-1/B'-.X-,010"___ - 1D' 2 SECTIONS 16'4 SECTIONS 21" STEEL PLATE -- DAB-DOORS-INC.-- --- - -___ -q fol-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4'SDS Hurricane Master®Model 824/811 bi 10'-8' 8 SECTIONS 21'- OUTSIDE Max, Size g'-4" X 16'-0" High b lo'-9' 6 SECTIONS 18'1 SECTION 21' N74 X 3/4"SELF DRILLING SCREWS MAY BE USED With Window Lite Option 11' 5 SECTIONS 18"2 SECTIONS 21" HANDLE END STILE IN LIEU OF#14 X 5/8"SMS 4-SECTIONS-118'J=SECTIONS-21'_ _-= - •" ..- - __ _- _ _ _ _ - _ __ _ __ _ _ __ 11-6' 3 SECTIONS 18'4 SECTIONS 21' - - - - -- -- - ----— _ _ - _ —DESIGN`PRESSURE-RATING-= +50:0=PSF — 11'-9" 2 SECTIONS 15'5 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT — 60.0 PSF c m 12' 1 SECTIONS 18'B SECTIONS 21' LOCK 13AR GUIDES 121-3' 7 SECTIONS 21'- INSTALLED ON ENO STILE WITH (4) #14 X 5/8'SMS GENERAL NOTES 12'-6' 6 SECTIONS 18'2 SECTIONS 21' 12'-9' 5 SECTIONS 18'3 SECTIONS 21' 6 .18T X.6W LOCK BAR 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 13' 4 SECTIONS 18'4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FEIC)FIFTH EDITION(2014) 13'-3' 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 .! 2 SECTIONS 18"6 SECTIONS 2I' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EnOr.JAVAD AIiMAO lRODS1CFtit3V198D o 3� 13'-0' 1 SECTION 18' 7 SECTIONS 21" OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CIVILr•�11'i�wN�lr}7orl� S C 3 14' 6 SECTIONS 21"- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA.PE 70592 C.A.N. 3B 14'-3' 6 SECTIONS 18"3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 9vlfee Val, 5-0 14'-6' 5 SECTIONS IB'4 SECTIONS 21' LOCKS SHOWN ABOVE G 3 '1 14'-0' 4 SECTIONS 18'5 SECTIONS 21' 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 9 $ 3 13' 3 SECTIONS to 8 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL -�� _15'-J' _2 SECTIONS 18'7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A O O�J draing w,lnllo. 15'-8' I SECTION 18''8 SECRO�NS 12,2 DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09 -09 15'-9' 9 SECTIONS 21"- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ ANO 16' 6 SECTIONS 18"4 SECTIONS 21" ASTM E1886-05/ASTM E7096-09. sheet of 5 24 GA. STEEL PANEL Ee: � 0 3/16"ALUM RIVETS z � � F FLAPS BENT OVER PANEL-\ °a �o A a 1/2"PUNCHED HOLES)I V p N •O24" STL PANEL 0 4"O.C. O 0 Q Q OUTSIDE OF DOOR I G �dlh- N O 1 46�� �I STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16"X 1-5/e"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) END STILE 07 ONE PER BRACKET POSITIONED AT EYE LEVEL o a ANCHORS AT TRACK BRACKET p M OPTIONAL STOP MOULDING A) 3/8"DU.POWER-BOLT BY'POWERS' La >M FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER L Q i TO MASONRY SEE NOTE ON SHEET 4 2"MIN. EMBED INTO CONCRETE �i 1-7/8"MIN. EDGE DISTANCE (j 2 y N14 X 5/8"SMS Z 1-to m 6 PER HINGE 3/4"X 2-X 2-1/2°X 16 GA.STEEL B) C7 Z m B DLA. NLC SLEEVE BY'HIL' END STILE.CONNECT TO PANELS WITH �Lu 1/2"X 1-3/4'X.059•FORMED STEEL FLAPS AND 3/16'•ALUM RIVETS 1-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLOCK -1 to 01 0 1 SOUTHERN PINE .. Z 0' Q N 0.55 S.G. GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-S/B°MIN. EDGE DISTANCE INTO CONCRETE " ED D ST.:•• END STILE WITH 3/16"POP RIVETS 0 12"O.C. 4"MIN. EDGE DISTANCE INTO FILLED BLOCK O Z 0 o a'• CONCRETE Yc = 3000 PSI MIN. p n .�' 1-7/8"X 2-5/8"% 045"STEEL EDGE m • CENTER STILE,GLUED AND RIVETED DISTANCE C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. Q N g TO PANEL W/(4) 3/18•RIVETS p _ �I POP RIVETS 1 12"MIN. / 1 #14%5/e'S.MS. 4/HINGE N.'°-.I >I. •• I I L,- is 11 ,/, ----- —IF `0 1.9"X 2.19"X 3.3'X.102" -ANC PER BRACKET ORB--- STEEL TRACK BRACHETS SEE SHEET 3 FOR BRACKET SPACING SEE SHEET 3 FOR SPACING y g o$z g I 1/4-20 SS BOLT h NUT c m n d gaes��� 7-1/2"X .071°GALV.STEEL - CENTER HINGE 7-1/2"X 3"X .071" SECTION 8— INSTALLED END ROLLER HINGE 7/16'PUSHNUT QPM INSTALLED ON ROLLER SHAFT gg F.n91:JAVAD CMLAHMAD sPmlp,Pl�r'NYI��b1r 4 3 STEEL TRACK INTERIOR SIDE 1.B2"DIA. X.50"STEEL ROLLERS (STD. pallodwCAbb 14 CA.%2-1/8"X 1°(STANDARD) 1.82"DIA. % .50"NYLON ROLLERS (OPTIONAL �C,A N.'35 8 Aompmm Na 31 .d'J. s 1 a 2.75" DIA. X 50"STEEL ROLLERS (OPTIONAL Daft Tj 12 TCA_EN X 3-5 18"% 1-1/2°(OPTIONAL) 2.75" DIA. X .50"NYLON ROLLERS (OPTIONAL p' 8 v FASTENED 0 RACK TRUSS WITH 5"STEM SL TED M.S.X 5/8'TRUSS HD. SLOTTED M. &LOCK NUT drawing no. MAR 0 2015 01 —09 sheet 2 of 5 POP RIVETS2 X 2 X 1/8'HORIZ.ANGLE 2" _ ` 5/16"X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK rrr�8 2-3/4"X 5-1/2"X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2"APART Ilr� 4 GALV.STEEL WITH 1-1/4" EMBED INTO MASONRY EXSEEOING 6 FT. IN HEIGHT FIRST AT 3'O.C. 4Y TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II FASTENED W/(6)8 14 X 5/8'S.M.S. _ _ II A-�, RRAEST AT 9'O.C. p CONNECTED TO FLAGBRACKET ANGL£ .090 THK. GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4'BOLT&NUT 0 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'N£%HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE -- A J (2) 1/4-20 X 5/8"BOLT&NUT M. SCREWS&NUTS. FASTENED TO TRACK - -- LL G TOP BRACKET WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12" (STANDARD) - _ TOP BRACKET �O (OPTIONAL) _ VERTICAL TRACH t h s LOW HEADROOM DOOR 14 GA. CALV.STEEL TRACK 2-1/8'X 1"X.080" 0 O •1 SECTION A-A O j a 2 r El HORIZONTAL REINFORCEMENT p= 1/2"X I-3/4"X.059"FORMED STEEL 2-X 5-1/2'X.104° io Tv' GLUED A OSPANEL ND FASTENED TO GALV.STEEL fIA� p ted' FASTENED W/(4)® 14 X 5/8'S.M.S. V a (2)3/16"POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION 4 HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS I��( 1/2"X 1-3/4"X .059'FORMED STEEL HEIGHT 1ST I 2ND3RD 4TH 5TH B1 82 83 B4 35 86 B7 BEI GLUED TO PANEL AND FASTENED TO V, VERTICAL STILES WITH 6'-0" 18" 18" 18" 18"N A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" (E)3/18'POP RIVETS 6'-6' 21'18"1 18"21"N/A 1"TO 2'11-3/4" 23" 34" 45 56" 5/16' MEETING RIB 21'21" 21"21"N/A 1"TO 2-11-3/4- 23" 34" - 7'-6" 18"'18-118' 18" 18"1"TO 2"11-3/4" 23" 34"' 45"' 56" 1.62"DIA. X.50"ROLLERS —J 8'-0" 21 18° 18 18" 21"1"TO 2°11-3/4" 23" 34" 45" 56" 67 78-1/4 �O 00 W .44 DW.X 4-1 4°STEM " O / / W •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O 17 In FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. O W M OPTIONAL INSULATIONS: Z o Q�J BY'OYPLAST PRODUCTS ILC' j 0 EPS-EXPANDED POLYSTYRENE D-C m (3= p DENSITY 1.05 PCF 0 1.9"X 2.19°X 3.3'% .090" Z STEEL TRACK BRACKETS O N.O.A. 811-0926.07 n 2-3/16'HIGH / J rn p N u OR m CONNECTED TO TRACK WITH Q N �+ ISO-25 POLY-ISOCYANURATE Z O= m o_= DENSITY-2.0 PCF ) 1/4°BOLTS&NUTS. O O .0 N m W OR A. 811-0926.06 m O Z - BY'CELLOFOAM NORTH AMERICA' / _ Q aaS DENSITY- 1.03 PCF N.O.A.810-1129.04 OR BY"INSULFOAM LLC' ---� DENSITY-0.92 PCF m / N.O.A. 814-0311.08 \14 GA.GALV.STEEL S ROLLER HINGES FASTENED W1(4) 814 X 5/8'SMS m m c a Ic MIN. .024"ROLL FORMED STEEL PANEL yq+ DRAWING QUALITY G-40U-7 MIN.YIELD STRENGTH a 34 KSITRACK CONFIGURATION voWRHPRIMER AND BAKED-ON sPOLYTER PAINTED TOP COAT APPLIED TO BOTH,SIDESOF STEEL_ OTj .o aory�"d.8 cd VERTICAL LIFT HIGH llE2 STANDARD LIFT LOW HEADROOM ^a vcrus_•" _ DOUBLE TRACK 12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS / BOTTOM BRACKET FASTENED 4 W/(4)814%5/8'SMS Engr,JlVAD PHMAD J/ CML l"m ' f (SE dByp Q C.PE N#70592 r .��b�� o I O Cade BOTTOM SEAL OPTIONS Aoee>rl400e T� �31 (� SEE SHEET 4 drawing no. d 01-09 SECTION A-A sheet 3 OT 5 34i " REINFORCEMENT f1 Q 1/2"X 1-3/4'X.058" o DFORMED STEEL O1 _ DIST. SELF DRILLING SCREWS Be X 1° SELF ORILUNG SCREWS Z V� 1-1/2"MIN. OR � o a IE E DIST. I N 3/16''RIVE%'STEEL RIVETS OR 0 19 MULTICRIP W/DOME HEAD 3/16''RIVEXI STEEL RIVETS 'P 8� ( AT 48'O.C. MULTICRIP W/ DOME HEAD i i \ AT 48'O.C. �IL REINFORCEMENT O gg 1/2'X 1-3/4"x .0581,_\ 058" Q f: FORMED STEELIL 1/4"DIA. LAG SCREWS 1/4DIA.LAG SCREWS O + p 2BY WOOD BU K 1 �'AT 6'FROM ENDS T9000 BU I `AT 6'FROM ENDS AND 19'D.C.MAX. I AND 19"O.C.MAX. cl 7VS O tr�1 I 1 W'STflIPALU NUM STEEL ADAPTER ADAPTER OOD a m O L r RUBBER W'STRIPPING RUBBER W'STRIPPING a 3 050G �\��� �040j.2224� .534 78 BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) a n M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w Q TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN C0 WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ANCHOR SPACING.` FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _..._ Q V i VI N VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS _ STRUCTURE EMBED SPACING EOGE DIST: (0 z Z 3 8 HLC SLEEVE BY HILA_ CONC. 1-1 4 8" 1-5 B to 00 wo 1 3 8'HLC SLEEVE BY'HILM' FILLED LOCK 1-1 4' " 3 8'DYNABOLT BY'ffW' CONC. 1-I 2 _ B' 2" Q 0"y STEEL STRUCTURE BY OTHERS 3L8 DYNABOLT BY'TTW FILLED BLOCK 1-1 2 .8°_ 2-1 4 5/16'X 1-5/8' 3 8'POWER-BOLT BY POWERS CONC. 8' 1-7 8 U p Z V LAG SCREWS MUST SUPPORT THE LOADS IMPOSED 3 8'SLEEVE-ALL BY SIMPSONS CONC. 1-1" Lf) AT 12"O.C. BY DOOR SYSTEM CONCRETE 1'c 3000 PSI MIN. Ly 5/16"DIA BOLTS C-90 GROUT FILLED BLOCK Fm 2000 PSI MIN. ^= F WOOD BUCK CONNECTION TO MASONRY ;n WITH WASHER k NUT r---� �" Ir AT 12"D.C. MAX. EDGE DIST. PRESSURE TREATED 2X6 SYN W000 JAMBS WHICH SHALL O ANCHORED TO �' I - GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH +I 1/4"ULTRACON BY'ELCO'WITH SPACING OF I z O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED t° $ i6'O.C. INTO 3000 PSI CONCRETE,WITH 1_3/4•'MIN_EMBED _ c p 2=1/2"MIN. EDGE DISTANCE - ---- - - ---- ____ _7-f 4'X 2-1 2'X 14 GA __ 1-�/2"___ _ _ __ _________ _ __ ___ 1-1/2" CON.STEEL CLE 1/4"TAPPER BY'POWERS'WITH SPACING OF 14'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/Y MIN.EMBED 12 GA.GALV,STEEL 2-1/B^X 1•X 14 GA. 16"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1/16"X 2-1/2 FLAT BRACKETS 33"LONG GALV.STEEL TRACK 01 < 3"MIN.EDGE DISTANCE FILLET WELDS AT 12"O.C.IN DOOR OPNG. FASTENED TO TRACK PLATES -CONFLEX-BY'0.00'-0R-._ - '-- - - - AT 12'-0 C._MAX _ _ _ _ABOVE DOOR OP14C. - W f0T(2) 1�i,4 &XLbC NUTTRUSS HD. - -- -- — - 0 COW.-ANOLE TE K AT 18 0 C. - - CONNECTED T _ __ _ .= S D- S._ _ 3/8'LOT BY'ITW WITH SPACING OF -- --- -- --- - -- - --=-— - - - -- -_-- - ._-- 24'O.C. INTO 3000 PSI CONCRETE,WITH 2-I 2"MIN.EMBED W/(3)SP07 WELDS AT 2'MIN. EDGE DISTANCE / ONTIN O Ic AN. T RACK REVERSE TRACK cONTIN0005 ANGLE TReGK T9 WOOD BUCK TO STEEL S S$- 3/8'HLC SLEEVE BY'f11LT1'WITH SPACING OF TO CONCRETE AND FILLED BLOCK B"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:JAVAVI AHMAD 4 9 PREPARATION OF JAMBS BY OTHERS CML pppOUCraBv►SITo 4 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY - FI C.AN, 3892 wpaowl wilkOS pIpW ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED8 ' BY DOOR SYSTEM. AmpwwMo 31 .0Z v FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF -_---� RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY B!/ drawing no. BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+)LOAD PER JAMB m (9.33'X 50 PSF)/2 a 233.3 Lbs per Ft. L1-09 MAXIMUM INTERIOR(-)LOAD PER JAMB - (8.33'X 60 PSF)/2 279.9 Lbs par Ft. sh-c- 4—of511 -# * PLASTIC COMPLIES WITH .250 H �+ DOOR PANEL CHAPTER 26 OF FBC 24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z o 1.765 1.725 7/16"OIA.WASHER Q 1: 1.144 b a O � I v� N (� 1 #8 X 3/4"SMS 21 3/4" I \\ 1 O 3/8'FROM ENDS MAX. AO 1 ill, t 1 AND 7"O.C.MAX. WOW.WIDTH Q Ay W \ * EXTERIOR FRAME * INTERIOR FRAME • 11 118 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 3 G (4)98 X3/4-SMS x d MAX, O 1-3/8"FROM ENDS \ .� u'z r l I 1 \ AND 6-1/2"O.C.MAX. I r111 I � a 3 o Q W:4 L 1111A •/ B - '�./__. EID3 _ 175 X.062 DEEP ' GROOVE , I IIII IJ VI o 00 t I I 0 0 1/4"POLYCARBONATE LEXAN � � lal M t ,t BY'SABIC INNOVATIVE PLASTICS' - IIII NOA X13-0717.01 K 3 N v r in 0 p Obi C3 1 W O J �7< ;I11 0 d w I'II T y I U Q Z 17i N m a1 I I :�. y 1 :�• a .�- rlll 0 = 1111 1111 El [D� i. I,II 175 X.062 DEEP J 11,1 GROOVE __ 1 ��?@ I _ J _ ___"-_ -_ __ -O 875€ ___ 11! I % (4)08 X 3/4"SMS INSIDE ELEVATION - & 1111 j �� O 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS I I I AND 6-1/2"O.C. MAX. L E N BE $ g Y - 1 RSCA WINDOW IN ANY LOCATION 1 D00 SECTION _.1.� 43 3/8'FROM ENDS 175 X.062 DEEP B I I AND 4-1/2"O.C. MAX. GROOVE 08 X 3/4"SMS `I O 3/8"FROM ENDS AND 7'O.C.MM, r- _-.__ __ _ _ _ _ _ _ _ _ _ _ _ Fngr:JAVpVLAHNAO PRODUCT R$V44FJD Q Y*wft*a no" 7/16"07A.WASHER , jj �� - --� CA.N.J5J8 poldi�Cbd n — — �6 S s DOOR PANEL 24 GA. (.024)STEEL MIN. EXTERIOR C-� DODR PANEL 15/16"MIN. D.L.OPG. Ptcdun Cam01 drawing no. 24 C.A. (.024)STEEL MIN. GLAZING SITE 01-09 WINDOW WIDTH sheel5 of 5 MIAMI• ADE MIAMI-DADE COUNTY m PRODUCT CONTROL SECTION 11805 S W 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) i Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy DAB Door Company,Inc. 12195 NW 98"Avenue Hialeah Gardens,FL 33018 I ; I 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 immediatly revoke;modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke thisl acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material failstd(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 throughi5 of 5,prepared by AI- Farooq Corporation,signed and seated 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 iflapplicable,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 O&Icial. This NOA renews NOA#14-0814.10 and consists of this page 1 and evidence' ages 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 IAMI•DADECOUNW A xpiration Date:July 21,2020 • Approval Date:April 23,2015 D¢f 10 1 Page 1 I j 1 i DAB Door Company,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r i i A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision J dated 11/07/2014,sheets 1 through;5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. i 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.BETI-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.HETIL 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 NDA#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 NQ.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 xpiration Date:July 21,2020 Approval Date:April 23,2015 E-1 i i I i i DAB Door Company,Inc. I I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted under NOA#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 "Submitter)under NOA#09-0128.02" I T.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Rdsources(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 0711712018. 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,iLLC,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,l merica Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/2412016. i "Submitted under NDA#OS-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of`TVC Extrusion Material",prepared by Hurricane'Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI04-T251i dated 11/29/2004 signed and sealed by I.Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Testland Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed'by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.10" 1. Statement letter of code conformance to the 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. i 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 I I 7-1/2"X 2-1/4"X 18 GA. --- PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" J GALV.STEEL CENTER HINGE 'l0 �� STEEL PLATE WITH ONE 5/18-18 MS W/ NUT OPTIONAL DOOR VIEWER 3 W/(4) 1114 X 5/8"SMS / �1 -FASTENED TO END STILE WITH TO BE INSTALLED AT �� N O WITHOUT DELRON SLEEVE(STD.) 61O 1 (6) #14 X 3/4"SELF DRILUNG SCREWS ANY CENTER STILE 1 O 7-1/2"X 3"X.071'GALV.STEEL T SEE SHEET 3 FOR TOP BRACKET OPTIONS o END ROLLER HINGE II O O 1 CENTER STILES Q W/(6) (114 X 5/8"SMS A F' WITHOUT DELRON SLEEVE (STD.) SEE SCH. 'A' r Q WITH DELRON SLEEVE(OPTIONAL) O _ - - -- _ 7-1/2°X 2-1/4"X .071" LOCK ``�� �' O GALV. STEEL CENTER HINGE o W/(4) �14 X 5/S'SMS 2/DOOR WITH DEL RON SLEEVE(OPT)ONAL) 1'W X .15 THK. LATCH`. - CENTER HINGE 1t STANDARD LOCK I i0 0 yT p I SPRING LOADED SLIDE BOLT(BOTH SID�Sk ,• __- I Ir F=Ir I FASTENED W/ (4) 114 X 1/2'S.M.S. FS 0 3 _._—.__. —__..___._ _ Q W a 5/8"MIN.LOCH ENGAGEMENT `� L` - ___ —. —_ _ --' - _ 7— � 0 g to CONFORMS TO SECTION 1008 REGARDING 1 V - - J --- V - V ml D = {L Z GARAGE DOORS 11 U .�� m o 0 00 o Q , g o .1 AB DIA.GALV.AIRCRAFT TYPE -0 I ,11�I m:� g w cw --�CABLE&NIC0.PRE55 SLEEVE `�` /� p �` B r.II IC- 1�, B ,o m m W/MIN.5 TO 1 SAFETY FACTOR J, Y 4 2-3/4'W X 5-5/8'H X.090'THK.11 =--�— STEEL PLATE, 1-3/8"DEEP WITH (3) 114 X 3/4" U o \ O ' •— --- -•--• -- -y- -7 SELF DRILLING SCREWS 0 in) BRACKET BRACKET STD. LIFT DOOR LOW HEADROOMCILDOOR OPTION ' - 3 -- �„ TOTAL OF _= -m W 1D DOOR U'B.0 SAT - _ _. 8 (/)01 O 1 19-1;m D 1;m SCONSISTS OF FACH DOOR 7-7/8'X 3-1/8' X.010, OPTIONAL VENTS I 0_ .o 6'-6' 2 SECTIONS IB'2 SECTIONS Z1' STEEL PLATE (3)5"WIDE AT 7'O.C. MAX _OPTIONAL FLUSH FACE LL O 3 6'-9' 1 SECTION 1S' 3 SECTIONS 21' WITH (4) #14 X 3/4'SDS OpNC.AREA NOT TO EXCEED 120 S0. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L A � O Z ' 7' 4 SECTIONS 21' --•---- -- 18,_2 ...--• .• >=6' 5 SECTIONS 18'- INSIDE CENTER STILE- N DAB DOORS INC. Q m w T-9' 4 SECTIONS 18 1 SECTION 21' HUIficOne Mostar®Model 824/871 a O r-x RAISED PANEL EMBOSSED DOOR OUTSIDE t i 8' 3 SECTIONS 18'2 SECTIONS 21 MO%. $128 18'-2" X 16'-0"High 8'-3' 2 SECTIONS 18"3 SECTIONS 21' HANDLE END STILE CO Lite Option 1 SECTION 18' L4 SECTIONS 21' _ With Window 5 SECTIONS 21'- (114 X 3/4"SELF ORILUNC SCREWS MAY BE USED IN LIEU OF f114 X 5/8'SMS e e sEcnofu 181— DESIGN PRESSURE RATING = + 38.0 PSP -�- LOCK BAR GUIDES ---- 9'-3' S SECTIONS 18'1 BECKON 21 INSTALLED ON ENO STILE - - 44.0 PSP a'-6' 4 SECTIONS 18'2 SECTIONS 21 _ _e __WITH_(4)_(114 X 5/8"SMS _ T}il5 PRODUCT IS RATED FOR LARGE MISSILE IMPACT C���L NOTESNOTES 9'-9' 3 SECTIONS 18'3 SECTIONS 21' -- - A -- ----- - ------ - - --- - c$ - - - 10' 2 SECTIONS 18'4 SECTIONS 21' V AST X.6W LOCK BAR I. THIS PRODUCT HAS-BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2 o 10'-3' 1 SECTION IS" 5 SECTIONS 21' ENGAGES IN TRACK REOUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 10'-6' 8 SECTIONS 21"- 222fff ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). u B ONSIDE KED LOCA CENTER STILES SCHEDULE'A' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, N X g Qe Q 10'-9' 6 SECTIONS 18'1 SECTION 21" m f t' 5 SECTIONS-15'12 SECTIONS 21' _ - - - --- - - _ _ CENTER STILES CONFIGURATION _ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL -3' 4 SECTIONS-IS"3 SECTIONS 21' - _ ---OPTIONAL--- - -pt4q - --- -ODOR]WIDTHS--I-OF-CENTER.snLE5.__- -DRESSING=OR-STUCCO. _ _- •_____ ---_ __ _ - 11'-6° 3 SECTIONS 18 4 SECTIONS 21' b LOCK BAR LOCKING SHOWN MOM 8'-D'TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Tri r 11'-9' 2 SECTIONS 16'S SECTIONS 21' ALTERNATE TO 10'-0'TO 1I'-10' _2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 12' 1 SECTIONS 111°6 SECTIONS 21' SPRING LOADED SLIDE BOLT �� 12'-0'TO 13'-10' J THESE DETAILS ARE NOT PART OF THIS APPROVAL. 12-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE W-O"TO 9'-10" 14'-0'TO 1s'-10' 4 5. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o 12'-8' 8 SECTIONS IB'2 SECTIONS 21' DOOR WIDTHS 15'-11'TO 10'-2' -5 c V - 12'-9' 5 SECTIONS 18'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 13' 4 SECTIONS 18'4 SECTIONS 21' 8UILASTII G CODE,TAS-202, TAS 0901 &TAS-203 FOR HVHZ AND H ,o 13'-3' 3 SECTIONS 18'S SECTIONS 21' - MOM� I� 1hO ®� &gn JAVAD AHMA0 q 13'-6'2 SECTIONS 18 8 SECTIONS 21' _ _ b p 13'-8' 1 SECTION 16' 7 SECTIONS 21" ---� CML PR(1000TRBHgWED 14' 8 SECTIONS 21'- ��� I �� FIA.PE 9 3B r � � 10'-0'TO 11'-10' lo_--- 14'-0'TO 15'-10" CA.N. 3B 14'-3' 8 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS � 1p 14'-6'5 SECTIONS 18'4 SECTIONS 21' x. 1 4 SECTIONS 10'S SECTIONS 21 15' 15' 3 SECTIONS 18'6 SECTIONS 21' IIID--0IIII r2015 drawing no. 15'-3' 2 SECTIONS 16'7 SECTIONS 21' _ �7.L 15'-8' 1 SECTION 18' 8 SECTIONS 21' O2-2 1 15'-9' 9 SECTIONS 21'- _ 12'-0°TO 13'-10' 15 'TO 16'-2-11'TO 16'-2" 16' 6 SECTIONS IS'1 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS Sheet)of 5 24 GA.STEEL PANEL ro N y N i a FLAPS BENT OVER PANEL-\ 0 u I ® 1/2"PUNCHED HOLES I a O 4 0 4"O.C. .J 0; ,t 0. I 0 M -y-- i OlQQ i� 055'X 2-1/4"X 3/4'X 2' GALV.STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO 1 {I�IiC VERTICAL INTERMEDIATE STILES W/TWO I U) o #14 X 5/8"S.M.S.AND TO END STILE T W/FOUR#14%3/4"SELF DRILLING S. Q I ko o OZ uwi v I z o - - 3/16'POP RIVETS G z AT 4"O.C. o _ ((6))FOR 21"STILES 01 (5) FOR 18"STILES M .024"STL PANEL La Q END STILE ¢J OUTSIDE OF DOD tL Z�z Z e 8 Mw (n Min 1 IST SECTION (BOTTOM) INTER EDIATE SECTION TOP SECTION O z mp .n OPTIONAL STOP MOULDING ey DOOR INSTALLER SOLID BRASS DOOR VIE M STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' N p TO WOOD JAMB WITH _ A 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 5/16"X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH POSITIONED AT EYE LEVEL (FULLY THREAO/L ." FLAPS AND(5)OR(6)3/16'ALUM RIVETS FM HEX WASHER HEAD TYPE 1/2'X 1-3/4'X .058'FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKGLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET z END STILE MTN(4)3/16'POP RIVETS •3/8.OLA. POWER-BOLT BY'POWERS' _°, SOUTHERN PINE- ----.-':.-:� •4 -- - - - --- -- --'-- -- ----- 1=7/8'-%2-5/8'-% 049'STEEL- - - -- --- ------ DISTANCE ------ ----EDGE A) 2"-MIN.-EMBED INTO CONCRETE-(7000 PSI MIN.)— --- - o�� 9 0.55 S. CENTER STILE,GLUED AND RIVETED DI I TO PANEL W/ (4)3/16'RIVETS 2° MIN. EDGE DISTANCE C "s 3/18' 3 1- MIN. POP RIVETS ° ••�• �j1-3/16 �/B'DA. H SLEEVE BY'HILT' a It N 14%5/8'S.M.S. ,1 GF 01ST. L 4/HINGE I °�,';•° 1-1/4"MIN,EMBED INTO CONCRETE OR FILLED BLOCK v g i z ..2-1/4"MIN.EDGE DISTANCE IWO CONCRETE - -- -- -r - -- - - - --- --- - ---_- - 4"-MIN.-EDGE-DISTANCE-INTO_FILLED BLOCK_-- - - - 7-3/16'� 1 - - - - - - - - CONCRETE f'c -J000 PSI MIN. a o H d e C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. •N a 1.9'X 2.19"X 3.3"% 090" ANCHOR TYPE A OR B STEEL TRACK BRACKETS I 1 1 I I (1)PER BRACKET -� SEE SHEET 3 FOR SPACING WE SHEEP 3 FOR BRACKET SPACING Eng,:JAVAD AHMAD to CM l�ODUCTRENEVAM S I I FLA.PE• 70592 1/4-20 SS BOLT C �CeO�I *I1h1IN flow, $ I A.N. 38 AvaWsL b 7-1/2"x .050" INTERIOR SIDE 7-1/z'x .071^ & NUTS o a CA, STEEL END ROLLER HINGE STEEL TRACK CENTER HINGE 14 GA.X 2-1/8'X 1-(STANDARD) 1.82^DIA.X .50"STEEL ROLLERS(STD.) O Dt5 �' Redk� drawing no. 12 GA. %3-5/16'X 1-1/2"(OPTIONAL) 7/B"PUSHNUT 1,82"DIA. X .50"NYLON ROLLERS OPTIONAL !7 FASTENED TO TRACK PLATES` INSTALLED ON ROLLER SHAFT 2.75'DIA. X.50"STEEL BOILERS OPTIONAL— QG—`� W/1/4-20 X 5/8"TRUSS HD. 2.75"DIA. X.50"NYLON ROLLERS OPTIONAL) LOTTED 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"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. - p--�--�{ ` 2-3/4'X 5-1/2'X 3'X.104' 5/18"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS. /1� N pAI,, STEEL WITH 1-1/4"EMBED INTO MASONRY EXfiEEDING 8 FT. IN HEIGHT 2"X 2"X 1/8°HORIZ.ANGLE AY N OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET H A FOR DOR HEIGHTS ABOVE B FT.OR 0 FASTENED W/(6)0 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS z w SPOT WELDED TO HORIZ.TRACK 14 GA GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2"APART ,yg SLIDE FASTENED TO BRACKET 2-1/2'%4-1/4'% 13 GA. STEEL PLATES A J FIRST AT 3"O.C.,REST AT 9'O,C. R W/5/18-18 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2"% 14 GA.ANGLEk---;?H.IlfZ CONNECTED TO FLAG BRACKET ANGLE yyy� M.SCREWS&NUTS. FASTENED TO TRACK W/3/8-16 X 3/4"BOLT&NUTWITH (4) 1/4-20 SS. BOLT&NUTS .TRACK LENGTH -OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH {�,+ TOP BRACKET - (2) 1/4-20 X 5/8"BOLT&NUT (STANDARD) TOP BRAOpTioCKET)) Oi O ♦ LOW HEADROOM 0 0(t - V G t "l 14 GA.GALV.STEEL TRACK HORIZONTAL REINFORCEMENT a� 1/2"X 1-3/4"X.058"FORMED STEEL VERTICAL TRACK Q 0.Q 2-1/8"X 1'X.080" qT h GLUED TO PANEL AND FASTENED TO -_�i SECTION A—A E VERTICAL STILES WITH O 2"X 5-1/2"X .104° � (2)3/18°POP RIVETS GALV.STEEL Q 3 FASTENED W/(4) 8 14 X 5/8"S.M.S. 1L z N- TOPP fl ILER BRACKET FOR y l7 m HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR " SECTION HEIGHTS BRACKET PLACEMENTS Q Ly G{ 1/2'X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 82 83 84 BS B6 87 BB el F GLUED TO PANEL AND FASTENED TO —� 6'-0" 18" 18' 18" 18"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" VERTICAL STILES WITH "—1 _ (2)3/16'POP RIVETS 6'-6" 21 18' 18"21"N/A 1"TO 2"11-3/4" 23" 34_ 45" 5/16"MEETING RIB 7'-0" 21"21" 21"21 N/A 1"TO 2"11-3/4" 23" 34" 45' — _ PLASTIC/STEEL ROLLERS 7'16" 18"1B' 1B" 18" 18"1"TO 2'11-3/4" 23" 34" 45" 56" �. 1.82' DIA. X.50" u _� 8'-0' 21" 18" 18'18" 21"1"TO 2°11-3/4" 23' 34" 45" 56" W/.44 DIA.X 4-1/4"STEM =p —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM ® o M = FOR ODORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. � lil M OPTIONAL INSULATIONS: BY'D ecT PRO I-IS 60 EPS-EXPANDED POLYSTYRENE a$ L� TJ o DENSITY- 1.05 PCF 0 m 1.9'%2.19'X 3.3"%.090' �Eii Z_ (�m N.O.A.011-0926.07 STEEL TRACK BRACKETS e OR m 2-3/16"HIGH e (n O1 p l ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH DENSITY-2.0 PCF ) 1/4"BOBS&NUTS. / O 3 N -----N.OA.g11-0926.06 �n _ O Z OR m BY'CELLOFOAM NORTH AMERICA' / ED p1 _ DENSITY- 1.03 PCF N.O.A.010-1129.04 m / Q N= OR / c BY'INSUIFOAM LIC' DENSITY-0.92 PCF '® N.O.A.014-0311.08 m / O _ $ 14 GA.GALV.STEEL ROLLER HINGES FASTENED W/(6)g 14 X 5/8"SMS m o MIN. .024'ROLL FORMED STEEL PANEL DRAWING QUALITY C-40 C� a , MIN.YIELD STRENGTH 39 KSI -- WITH PRIMER AND BAXEO-ON y$ z POLYSTER PAINTED TOP COAT TRACK-CONFIGURATION APPLIED TO BOTH SIDES OF STEEL c v; N ,O VERTICAL LIFT HIGH L)Q STANDARD LIFT LOW HEADROOM 0 a DOUBLE TRACK pdrawing 12 GA GALV.STEEL BOTTOM BRACKET FASTENED AVAILABLE.TRACK OPTIONSW/(4) 0 14 X 5/8"SMS Engr:JAVAOLAHMADCIVIPRODUG'rRENEWEDFIA,PE 70592 tl�fb*wft MBOTTOM SEAL.OPTIONS C.A.N. 38Aoatpt�No C 17)SEE SHEEP 5 �RMSECTION A-A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES sheet Sof 5 J 4" REINFORCEMENT �� 9 N. 1/2'X 1-3/4"X.058" (� a DOE FORMED STEEL �— _ DIST. 18 X I" N i 1-1/2'MIN. SELF DRILLING SCREWS -�—' d8 X 1' o OR SELF DRILLING SCREWS Z x I E DIST. w 3/16''RWEX'STEEL RIVETS OR 0 a � iv o MULTIGRIP W/DOME HEAD 3/16"'RIVER'STEEL RIVETS AT 48"O.C. MULTIGRIP W/DOME HEAD I \ N 3 AT 48'D.C. p, 6 REINFORCEMENT 1-3/4° 2.1 1/4"DIA LAG SCREWS 7/4"DIA.LAG SCREWS FORMED STEEL O O C WOOD BU I AT 6"FROM ENDS WOOD B I SAT 8'FROM ENDS I AND 15"O.C.MAX. I AND 15'O.C. MAX. ti oO 1 W'STRIPALAUMINER_tN SWT'ETRIP ADAPTER EL O IY G Q I 0 S G RUBBER W'STRIPPING RUBBER W'STRIPPING Oi .348 DSD -II r 4 —J J, �ZZ 700 a 0 BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' 1 12 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 S¢J TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN tL WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE - -• Z V1 VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING co w ANCHORS STRUCTURE_ EMBED SPACNG A0Grlll.ST* Q 8 BY HILTI CONC. I-1 4 eK e J B CONFLEX BY ELCO flLLEO BLOCK 8 O 36STEEL STRUCTURE BY OTHERS J 8"DYNABOLT BY DWCONC. I-12 8 O Z•MUST SUPPORT THE LOADS IMPOSED 3 82-5/16"K 1-5/8' BY DOOR SYSTEM , SIMPSONS NC1-1 2 m J.. LAD SCREWS Q N 5 A 12'O.C. CONCRETE f'e= 3000 PSI MIN. 5/16"DIA BOLTS C-90 GROUT FILLED BLOCK Pm 2000 PSI MIN. N _ ' WOOD BUCK CONNECTION TO MASONRY ' ATTM1 WASHER o C.MAX. �,' " EDGE DIST, PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO T GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH f IO 1/4'ULTRACON BY'ELCO'WITH SPACING OF 12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED c -- -7 1 J"O.C.WTO-3000 PSI CONCRETE,-WITH 1-3/4'MIN:-EMBED------- --- -- - - -- -------- ------ -- -- -- --- t11-1/2- -- 1-1/4'X-2-1/2"-X 14 GA- - - - - - -- ----- ----- — - o ---- - 2-1/2"MIN.EDGE DISTANCE 1_1/2^ CONT.STEEL ANGLE 1-i/2 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 FIAT BRACKETS t3'LONG 2-1/8 X 1'X 14 CA.1J'O.C.INTO J000 PSI CONCRETE,WITH 1-3/4'MIN,EMBED 1/tfi"X 2-1/2' AT 12"O.C. IN DOOR OPNG. GALV.STEEL TRACK 3 MW. EDGE DISTANCEFILLET WELDS T i8" NG. FASTENED TO TRACK PLATES3 8"CONFLEX BY'ELCO'OR - - ____ _ _ _ _ _ _ _ ___AT-12=0.C.-MAX._ _ _ CTED_TOCON-DOOR -_ __ W/-L2)_1M/.4-211%5 B"TRU59 H0.— AT OTTE / 3%8"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE - SL D- .5.-8-LOCK NUT n 23 O.C, INTO 3000 PSI CONCRETE,WITH 2-1/2°MW.EMBED 3"MIN,EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK rONTINUOUS ANGLE TRACK 3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD RUCK TO STEEL T9ON.RET AND FI FD BLOCK •� c°s- Y 10"0'C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN,EDGE DIST. 15"O.C.NINTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND 2-1/2" IN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION Enpr:JA AD AHMAD PRODUCT RENEW PD s PREPARATION OF JAMBS BY OTHER& CIVIL i FLA.PEA 70592 d11 FIp1106 i1i' I FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY G.A.N.3538 Bdldhb CbN ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Mdp1M�N0�/•Q�1j4.0� d BY DOOR SYSTEM. FOR DOOR REPLACEMENT W RETROFIT BUILDINGS WITH NO ENGINEER OF - RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY drawing no. BUILDING OFFICIAL UPON INSPECTION. ZU15 gOdifCl CgBd 02-214 MAXIMUM EXTERIOR(+) LOAD PER JAMB- (16.16'X 62 PSF)/2 291 lbs per Fl. MAXIMUM INTERIOR(-)LOAD PER JAMB - (16.16'X 44 PSF)/2 355.5 Lbs per Fl. sheet 4°f 5 * PLASTIC COMPLIES WITH 500 p 250 4U �9 DOOR PANEL CHAPTER 26 OF FBC 1 24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z 1.765 1.725 1 7/16'DIA.WASHER 0 1.144 A. #8 X 3/4'SMS 21 3/4' I OW 1 1 I ®3/8"FROM ENDS MAX. ,176 !�—•800 OVA a Q 8 A .III '1 I1 AND 7"O.C.MA%. WDW.WIDTH O C Q C ' *.EXTERIOR FRAME * INTERIOR FRAME O rgH IGi 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION u w 3 r I \ (4)�8%J/4'SMS a = d MAX. ® 1-3/8"FROM ENDS Q 1 1111 II .,� 3 \o D.L.O. (L t AND 6-1/2'D.C. MAX. I t I i 175 X,062 DEEP w 1111 GROOVE IIII IIII '" �• {a1� l;l 1/4"POLYCARBONATE LEXAN •, ' .' _ _ f •, ®_ >M I I 8Y'SABIC INNOVATIVE PLASTICS' I I NOA#13-0717.01 1 cl III C3 O 8 -Www LU o 1 Ozx m^ 1111 1n Q o III _ N D Z - 1111 1111 - IIII 1111 175 X.062 DEEP GROOVE_ _ - _ �^ (4)R8%3/4"SMS INSIDE ELEVATION 5cis 6 0 1-3/8'FROM ENDS_ RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS $ b o o AND s-1/2".O.C.MAX. - - -- - _ UTES CAN 8E - -- - -- I WJ,NDOW _IN ANY_LOCATION_IN. DOOR SECTION _ - - -— - - - - - - -- _ 1 d8 X 3/4'SMS _ - © 111 A 3/8'FROM I- - E.g, 175 X .062 DEEP •• I I I AND 4-1/2'O.G. GROOVE c v ri e Q8 X 3/4'SMS I ®3/8"FROM ENDS AND 7'O.C.MAX. _ _ __________ JAVAO AHMAD wlaalsTar+NewFO Q CIVIL 7/16"DIA.WASHER _ _ _ _ _ _ _ _ FIA.PEW 709 2 B-u{IdYI/ � j CAN.,3535 Appp�p0 qp •� D 1 v a � b DOOR PANEL EXTERIOR 24 GA.(.024)STEEL MIN. DOOR PANEL I5/16"MIN. D.L.OPO. I �5 - drawing no. 24 GA. (.024)STEEL MIN. GLAZING BITE rr1, r�77 q WINDOW WIDTH sheet Sof $