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HomeMy WebLinkAboutPRODUCT APPROVAL' Florida Product Approval I USER: Public User 5°: _ycy�jri Log In 1, User Registration ( Hot Topics ! Submit Surcharge i stats & Facts .i Publications Contact Us I BCIS Site Map Links I Search Product Approval Men', > Product or Anplication Search > Aoplicatian Lict > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL22513-R3 Revision 2020 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 7 Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber, sschrelber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 11/06/2020 11/09/2020 11/17/2020 IFL # 'Model, Number or Name 22513.1 HPC Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design Pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. Door top rails stamped "HPC". See DWG-MA-FL0212 for details. 22513.2 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required. See DWG-MA-FL0215 for details. 22513.3 I Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0215 for details. 22513.4 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved -for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-45 Other: Evaluated for use in locations adhering to the Florida, Wilding Code, Including the High Velocity Hurricane Zone, and vhere.pressure requirements do not exceed the design Pressures listed. 1'2'-0" x 8'-0" max nominal size. When impact esistance is required, hurricane protective system not required n opaque panels, but is required onglazed sidelites. See iWG-MA-FL0215 for details. 2513.5 I Wood -edge Steel Side -Hinged Door Unit imits of Use 1proved for use in HVHZ: Yes Description 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 rI F 021 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports F 1 R� A 51d0086 pdf Created by Independent Third Party: Yes Opaque I/S or O/S Single, Door Unit Certification Agency Certificate FL27513 R3 C CAC NTMZ4Z na ay � Quality Assurance ;Contract Expiration Date 06/30/2025 Installation Instructions ,FL22513 111 II F-071512rif Verified, By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EMS111 R ' A Ri AnnaR Created by Independent Third Party: Yes 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate E-1-22513 R3 C-CAC NI0j3747 04 R1 pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions Verified By: National �f Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency•Certificate Quality Assurance Contract,Expiration Date 06/30/2025 Installation Instructions FI 22 1 3 R3 T3 F U 4 Wr Verified By: National Accreditation & Management'Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 8'-0" 3/4-1-ite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R3 Ae- nir­­., Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x W-0" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0217 for details. 22513.6 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes. Impact Resistant: Yes Design Pressure: +70/-70, Other:- Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity.Hurricane,Zone,.and where pressure requirements do not exceed the design Pressures listed. 3'-0" x 6'-81" max nominal, size. When impact resistance is required, hurricane protective system not required. See DWG-MA-FL0211 for details. 22513.7 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door Unit Limits of Use .Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering,to the Florida Building Code, including the High Velocity Hurricane Zone, and, where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0214 for details. Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FU 513 R3 II F n2l7 fL Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22 1 R3 AF S14007B pdf Created by Independent Third Party: Yes 6'-8" Opaque I/S or O/S Single Door Certification Agency Certificate EL22513 R3 C CAC NI013747 ray pdf Quality Assurance•Contract Expiration Date 06/30/2025 Installation instructions EL22513 R3 II F -0 :11 = Verified By: National Accreditation & Management Institute Created'by Independent Third Party: Evaluation Reports FL22513 R3 AE 51401 oB ndf Created by Independent Third Party: Yes 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R3 C CAC N1013747-R2 Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions F 1 R II Fr»11= Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or •W/o Sidelites Certification Agency Certificate FL2 513 R3 rar IVTn���az D R- Rdf Quality Assurance Contract'Expiration Date 06/30/2025 Installation Instructions F 1 R3 SI F n�1a Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: F R A' S14008B pdf Created by Independent Third Party: Yes Conta :: 2601 Blalr Stone Road Tali-h-cse Fl V ao phone: 850-487-18 4 The State of Florida is an AA/EEO employer. Copyright 2007- m a State of Florid :: privacy tat m n :: Accessibility Stat m n :: Refund Statem n Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic nail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click)Z2LP_. Product Approval Accepts: ® ECIfEC `+ 1 JlirL D 'CLASSIC' RAISED PANEL ERBDSS ODORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS D^CRS SHEET' RE1'ISIONS I OF 4 RELC NO.ZONE: DATE: ECN NO. APPVD: 17 - 2 li i3 - SH REVISED FOR KEN LOADS. / / Y.DDELS 24.GF 25 GA 25 Gn MODELS 2S GA 25 GA CLOPAY I 84A. 94 73, 75 76 CLOPAY '6auERY• GDSS. GRSS -- IDEAL 4RST. 4Fx 6RST 2P.ST haLMES 46. 488 42. 42BI S 'ARTISTRY• ARSS S °•7D.RT PANEL LD.�G PANEL x - MODEL 4F IS FLUSH I IDEAL 'CARRRE HOUSE' EDSS -- SHDRT PA77,L [LUNG PAND c DOOR HEIGHT I SECTIONS I" OF VAX SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETN'E'EN EACH EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE], EACH INTERM. STILE OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & 80170M) AND URETHANE ADHESIVE STANDARD OR WPACT RESISTANT (ALONG CEtiER). GLAZING. SEE SECTION B-B ON LONG PANEL b10DELS:_(3) TOTAL STILES PER SECTION. (i). STIUVCA40 SHEET 2 FOR DETAILS. INTERMEDIATE STILE-BETI4EEN EACH EL'.BOSS. EACH STANDARD INTERSi_ P44X. STANDARD SIZE IS STILE ATTACHED W17H TOG-L-LOC (TOP & BOTTOM) AND URaHA,NE. 19-1/2'x16". IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL GLAZING IS a^i-5/8'x14-1/S". PER SECTION, FIELD -INSTALLED WITH {4) r,+8 SMS (PER STILE). MAX DLO SIZE IS IS- 1 /2-x 11 A £ND STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC 9HINGE mZ3 EE:_ SYSTEM (TOP, BOTTOM, & CENTER). —SEE END / VIEW B. / THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WHO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILD�N'G CODE OR THE INTERNATIONAL SUILDLNG CODE (D;SEO ON ASCE7-10) FOR THE FOLLOWINC CONCRIONS: T) ENCLOSED BUILDING. 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE PATH ANSI/DASVA JOB. SITE -SPECIFIC CALCULATIONS BY A CUAUFIED DESIGN PROFESSIONAL UAY DIFFER. B ULTIMATE WIND 155 L60 t70 180 145 SPEED (MPH) E%PPSURE B, C. D B, C. D B, C B. C B CAT-C•DRY MEAN PV7 HEIGHTI 25' I 15• 25' �`•`5j'��GENSF O'y'-: C -0 s erf/ I%p : rc- Ix STATE; OF :.w DESIGN ENGINEER: SCOTT HAMILTON. P.E. W i o N � y d� P 5 N d C O• O '- O i Z n� -v of eN I sr � 1 )5 1 :.c �x �n r� =e= i OPTIONAL OUTSIDEKEYED J LOCATION OF LOCK POSITION OPTIONAL VENT MAX. DOOR WIDTH = 9'-0" 'CLASSIC' SHORT RAISED -PANEL SHO:;N. LONG 'CLLASSIC' AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. P14x5/8" SHEET METAL SCREIPS (.0 i/4"x3/4" SELF O TAPPING SCREWS%O, O 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "8" Irl,; " 3 —SEE INTERMED. HINGE VIEW C. \—TWO POINT LOCKING INTO TRACK SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SICE OF DOOR. OUTSIDE*r"NSIDE N ENDKEYEDSIRE. HANDLE. HANDLE OUTSIDE KEYED LOC-K :57TH SNAP LATCH LOCK OPTION. SLIDE BOLT LOCK ENGAGES INTO END VERTICAL TRACK. STILE. ONE LOCK ON EACH SIDE OF OCOR. INSIDE SLIDE BOLT LOCK OPTION. END STILE. OUTSIDE I FWNDLE. t LOCK BA.R ENGAGES 4 TRACK ON EACH SIDE Or DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. IN is IN DESIGN LOADS: -+38.0 P S.F. & -44.0 P.S.F. PART N0.' N /A TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. Unless S:ace7 Olne+.,is! 8585 @Ike BW"evCIE VINDLOAD RATING TOLERANCES ue CloTEL t0, H 45040 USA pay TELLICNo off -770- BW j D P 3 8 .O = i.031 BclQni Pr;dacH Cac7aay Fex No. 513-770-4851 W .00 = =.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 =.005 .OM0 = x.DOt DP,APlN 6Y: MW GATE: 3/15/9� SCALE: NTS ONG. Degrees li/7 CHECKED BY: -- DATE: -- SHEET I OF 4 SIZE -D B UNesa Sto Oz_.— DLUENRC.FS ARE IN =' 1S. IN' G. NO.: 101348 - A/8 VER: IBC 'CLASSIC' RAISED PANEL -EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 2; GA 1 25 GA 25 GA MODELS 2s CIA 25 GA 2 OF 4 REV. NO. ZONE: ECN NO.APPVD:] DESCRIPTION CLOFAY 84A. 94 73. 75 76 UAY ,DATE: [TEAL 4RS7; 4F� 6RST 2RST 'GALLERY' GD5S. GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. tiOL1tiS 4B. 4B3 42. ;2Di -- Houzi ARSS -- S4ORT PANEL LONG PANEL ARTISTRY' D • - ND➢EL 4F IS FLUSH IDEAL 'CARRIAGE HOUSE' EDSS ' SHEET PANEL LO.VL PANFI I D ©■ mI ,pqu...urb7j 1T F IAA#/4 .� 6� Tp �. �� 5.• �.�C E N SP• .;L ��: No_63 S9 STATE F . W: DESIGN ENGINEER: SCOTT HAMILTON. P.E. FLORIDA LICENSE No. 63286 SOLID DOORS (NO GLAZING) OR DOORS VtiTH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T• AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND'AN APPROVED CI PLASTIC IN ACCORDANCE WITH FBC. 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE,, t41ND LOAD REOWREMENTS OF THE FLORIDA BUILDING CODE AND INTERNtdIONAI BUILDING .CODE AND IS LARGE- AND SUk' -MISSILE IMPACT RESISTANT. SECTION B—B (IMPACT —RESISTANT GLAZING OPTIONI D`-TA!L 'D' - AA OPTIONAL DECORATIVE 2-25-1 MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. (BEN7EEN FRAME AND FACADE). t OECORAME FRONT FACADE. r area-} �STRUCTURAI SILICONE SEALANT (BETWEEN STEEL SION AYD F.RALIE). IMPACT RESISTANT ONE-PIECE LUECTiON PCLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEX-N (10) y8 : 3/4- PAN READ MACHINE SCREWS. SLX2432T FRONT - FRAVE Mc GLAZ[Ni3, IMPACT —RESISTANT ASSEMBLY DETAILS DRAVANG 101348 A OPTIONAL DS9 OR i/8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING 1S PLASKOLITE OPTIX OR LUCtTE CP APP.ROVEO CC2 PLASTIC IN ACCORDANCE WITH Ise/FBC 2606: THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPUANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT'MEEF THE IMPACT RESISTANT REOLAREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FSC/IBC). SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION) FRONT FRAILE t'7TH 0.V. COATUIC ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NA.4RUNER THAN i.MPACT-RESISTANT .FRAME. n c GLAZING MOLDED INSIDE LITE RETAINER. 18c3/4" PAN HEAD SCREW (10 SCREWS PER LITE). STANDARD ASSEMBLY DETAILS DRAWING 101348-8 no EKE DESIGN LOADS: +38.0 P.S.F. '& -44.0 P.S.F. TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: ,V N /A Urkss SIWee Other se TOLERANCES eK A = +:031 Clopay 115115 D,ke Bmlewd Nasea, DH ascaa ua TUse, 4 45C0-TUSA °M&q P-&cLs Car.;cTy I" No. SIS-770-4855 WINDLOAD RATING / I] P 3 8 b A DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC '+38/-44 PSF -.00 _.015 .000 - •005 D000 = =.001 DRAWN BY: WV DATE: 3/15 95 L SCALE: NTS DwG. CHECKED BY: -- DATE: -- SHEET 2 OF 4 SIZE B Degrees = d 1/Y UNesS States Olhdr Ise OUENSONS ARE L4 Ra mm DWG. NO.: 101348 - A/B VER: IBC 2 FLOHODD Q PRODUCT MCAT APPROVAL 16107 0E ©E 7110 =+ 1 1) (CLASSIC' RAISED PANEL Et1H13SS DD1RS •CA2RIAGE HOUSE' RAISED PANEL EMBOSS, BDO.RS SHEE7* YJiDELS 24 GA 1 25 GA 25 GA h10D"eLS 25 GA 25 GA J OF E REV. N0. ZONE: DATE; ECt CLDPAY 34A; 94 73, 75 76 CLOPAY 10EAL a i 2RS7 'GAL[ERY' GDSS. C4SS � -- 5RS7, <F6RS 17 - - HD! KES 49. 599 42,NOLKES .ASS -- - SHORT PANEL LONG PANEL 'AR7ISTRT' IDEAL EDSS c -MODEL 4F IS FLUSH •CARRIAbE HOUSE' - SHORT PANEL � LONG PANEL VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 3/8'x3' lAG SCREWS ON 24' CENTERS. 1-T/8" O.D. WASHER REQUIRED,. LAG SCREWS MAY 'BE COUNTERSUNK (BUT NOT R:QUIREO) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAM.35 DO NOT TRANSFER LOAD. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI 1JIW_ CONCRETE COLUMN): 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2.000'PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. bR 1/4'x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR )0" CENTERS. 25 GA. MIN. G-40 GALV. (C-90 BLOCK). 1- 0.0. WASHERS REOL RED WITH TAPCONS_ STEEL SKIN WITH A ANCHORS 1,W BE COUNTERSUNI-t (BUS NOT REOUIRED) TO PROVIDE A FLUSH MOUNTING BAKED -ON PRL%!ER.AIJD SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. A BAKED -ON POLYESTER TO? COAT APPLIED TO OTHER' JAMB CONFIGURATIONS: REFER. TO DAS -A TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL SKIN. PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIS.RJTY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 1 REVISION'S VISION HISTORY ON SHEET ONE. 3" TALL U-BAR -- - :K 20 GA. GALV. STEEL WIN. YEILD STRENGTH:. 50 KS1 ,—� 3• I 1-7/8- I GA GALV. STEEL TOP LLER BRACKET. EACH 4CKE7 ATTACHED WI(4)4xS/8" SHEET METAL RLWS. LAP JOINTS. 14 GA GALV. STEEL END HINGE FASTENED TO END STILES W/(4) EACH #744/8" SHEET METAL SCREWS & (4) 1/4- SELF TAPPING SCREWS. 3" TALL x 20 GA. GALV_ STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. PNO U-BARS ON BOTTOM SECION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4-x3/4" SELF TAPPING SCREWS PER STILE LOCATION. 3 GA, GALV. STEEL BOTTOM BRACKET_ `TACHED WITH (2)-414x5/8" SHEET METAL _ _JMINUM EXTRUSION & "VINYL WEATHERSTRIP. SECTION A -A (SIDE VIBY) END ■o Elm FLORIDA *�* � •. STA E OF ;�o'•,� �0(� J{ j1��� "Its DESIGN ENGINEER: SCOTT HAMILTON, P.E_ LICENSE No. 63286 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F.'OS SHORT PANEL- PAN-2Fi53 LONG PANEL: PAN-2F156 A. ?ART NO.: N/A tm:ess sto(ed Other6se TOLERANCES aee A 3.031 "•00 _ ±.015 .000 = s.005 =00 = 5.001 Degrees = _ 1/2' txue. stereo 0--.1.— D+ucxsvis RRE .4 w'CUEs. 6595 Duke BoWevord Clopay TeL M, o1 45D4D USA BON Pwwtls Cdnpary TeL800 o. 513-770-44553 VL`1DLOAD RATING `,/ !Y 6 D P 3 8 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DRAWN BY: MW DATE: 3/15/95 SCALE: NTS D+vG. R CHECKED BY: -- DATE: -- ( SHEET 3 OF 4 SIZE !J DWG. NO.: 101348 - A/8 VER: IBC 3 2 F 000ER00A p A 0OMC T QpPROUIV aL 16107 t+ 5111ir 1 1i D PANEL EMBOSS BOORS 'CARRIAGE HIIUiSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS GA 25 GA 85 GA MODELS Bs GA 25 GA 4 OF- 4 REV, NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 94 73, 75 76 Fff4RST CLO?AP , 4F. 6RST 2RST 'GALLERY• GDSS, GRSS -- 17 - - - - SEE R_YSION HISTORY ON SHEET ONE, 48B 42, 42B .AR5S - - SHORT PANEL LONG PANEL ARTISTRY' D • - MODEL 4F IS FLUSH ACE ED5S -- •CARRIAGE HOUSE' SHORT PANEL PANEL LONG 2- 7RACK CONFIGURA RON, DOOR COUNTERBALANCE SYSTEM JAMB C01.FIGURATION. HORIZONTAL TRACK 13 GA GALL', STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB VAT!+ (3) 5/16' X 1-5/8' LAG SCREM•IS HEIGHT V WSTALLER (TO SUIT). AND TO TRACK Y.17H (2) 1/4- RIVVS. 6'-q67NOTE. TRACK CONHGURATION 7'- 2.5 SYP WCOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER (i0 SUIT). THE DOOR OPENING DOES w - AS BCD: SPACING NTE ST O.G 7'- ._ ;G'.L13 PREPARATION NOTE',ASOV- ?P'?Y�iI/'.,I'Q ai , GA CAW. STEEL END STILE. NOT AFFECT THE V.1NO LOAD RATING OF THIS DOOR. a '- -1• 4- �16 0 62-4- 2- GALV. STEEL TRACY, 9 -0 t - RACK THICKNESS. 0.883, 9'-6' 1 - 2-1/2' x 12 GA GALV. STEEL n 10'-0- 11 TRACK BRACKETS FASTENED TO L10-6- i - WOOD JAMBS 1M1711 5/5- X 1-5/8 7/16- I.D. ROUND 1B Ga GALV. STEEL CENTER HINGE -L- 19'-0' I 4- LAS SC.R?IYS. PUSH NUT FAST:KED 10 INTER. S71LES W/(4) EACH -. 1V-6-113 ' FASTENER. LT14.5/8' SHEET —,- SCREO& TYP. '2-1/2- X 12 GA GALV_ 1 — 1 C i STEEL TRACK BRACKETS, 9 '-6"I t - T4 GA. GALV_ STEEL ROLLER HINGES FASTENEDTO END STRES W/(4) EACH 914.5/8' C u ATTACKzD TO JAMB WITH (1) 13 - " It-" SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE, c 0 5/16" X 1-5/8- LAG SCRa'Y.' PER 2' GALV. STEEL TRACK FASTENED TO TRACK BRACKET. 1<'-." I6 'i 12 GA GALV STEEL TRACK WITH EITHER (2) 1/4" DIA_ RIVETS OR 2- OW 7-1/2- LON•C'S7EV. JO BALL STEEL ROLLER R1TH STEEL OR NYLON TIRE. LBRACKETS 10' '-0" (1) 1/4- X 5/8' BOLT & NUT PER 3-1/2. 15'-6" 7 TRACK BRACKET. SECTION C-C .... I6'-0' 1 a' PREPARATION OF JAMBS BY OTHERS. LHR ERACKET (2-1/2- . 5-3/4- . 92GA) ATTACHED 9'/1TH (2) 1/4- . 3/4' SELF TAPPING 3� TRACK IS ALSO AVAILABLE SCR DOU3! E TRACK 'LOW HEADROOM OPRON ;.-K EHORIZONTAL . i ■ al O`�so�?'HAA414 r,�!.�.......... 7 L *. No 6 STA E 'r1/�*w �y E. F OF DESIGN ENGINEER: SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 4 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. FART- I ---,N/�. . TEST LOADS: -f57.0 P.S.F. & -66.0 P.S.F. A LwI Smle Wer.;se � Clopay 8585 WAe B&.4- d VINDLOAD RA71NG TOLERANCES we N� 4n 0H 45G40 USR D P 3 8 Tel. t:o. 513-770-4800 W .0 - 3:031 &•TSag rmdxls C=;e'q Fe. Na 513-770-4553 .00 3.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 t.005 .0000 = ❑.001 DRAWN BY: Mll DATE: 3/15/95 SCALE: NTS uex. R Degrees = _ 1/2' CHECKED BY: -- I DATE: -- ISHEET 4 OF 4 S2E 1J Un:_ Sln:ee 0•, we , clv%so.Ms IRE IN INCHES. DING. NO,: 101348 - A/B VER: IBC 3 2 FL OO Q0DQ :p OO DMC T APPROVAL OO VAL 161007