Loading...
HomeMy WebLinkAboutNOA - STEEL PAN - SECTIONAL GARAGFE DOORM AM I-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 D1 PARTMENT 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) www.miamidade.gov/econom ,, gay Building Products Company SC DYNE® i Duke Boulevard on,.OH 45040 S# LUCie..COunty NOA is being issued under the applicable rules and regulations governing the use of construction materials. The mentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be - in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in ❑i-Dade County) and/or the AHJ (in areas'other than Miami -Dade County) reserve the right to have this product or rial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the ifacturer will incur the expense! of such testing and the AHJ. may immediately revoke, modify, or suspend the use of product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by ❑i-Dade County Product Control Section that this product or material fails to meet the requirements of the cable building code. product is approved as described herein, and has been designed to comply with the Florida Building Code, ding the High Velocity Hurricane Zone. SCRIPTION: 2" Steel Pan W8 DP46 Sectional Garage Door up to 16'-2" Wide w/ Optional Resistant Lites APPROVAL DOCUMENT: Drawing No. 104754, titled "T'. Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, with revision 02 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the N nice 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 IabeI 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 track, bo6ni 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. T RMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the ma erials, 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 exr iration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in is entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be �vailable for inspection at the job site at the request of the Building Official. Th�s NOA revises and renews NOA # 15-0225.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. Thy submitted documentation was reviewed by Carlos M. Utrera, P.E. / 33 l � rgel'A No 17-1016.14 HIAMi-Dane COUNTY Expiration Date: February 21, 2023 rovai Date: December 14, 2017 j 60 yDei REVIEWED FOR Page 1 CODE COMPLIANCE ST—LUCIE COUNTY BOCC NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's fm C. FIA E. F. DRAWINGS "Submitted under NOA # 15-0225.10" 1. Drawing No. 104754, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, with revision 01 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. TESTS "Submitted under NOA # 12-1205.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 ..5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of 16'2"x 8', 24ga steel garage door Model 94W8 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1023.01-12, dated 11/13/2012, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. CALCULATIONS "Submitted under NOA #12-1205.07" 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on 07/17/2018. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 5th edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. fn l�$�Qpt7 Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.14 Expiration Date: February 21, 2023 Approval Date: December 14, 2017 E-1 Cs. F. 2. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS (CONTINUE) 2. Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 12.-1205.07" EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. 104754, titled "2" Steel Pan Doors'', sheets 1 through 3 of 3, dated 11/20/2012, with revision 02 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. None. C. IL9 E. F. CALCULATIONS 1. None. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. STATEMENTS 1. Statement letter of code conformance to 6fa Edition (2017) FBC, issued by Clopay Building Products Company, dated 10,106/2017, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. E-2 Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.14 Expiration Date: I±ebruary 21, 2023 Approval Date: December 14, 2017 1 14 MODELS E9 GA SHORT E4 GR t CLOPAY 84A} 94 98 CHOLMES I 48,148B -- IDEAL 4RST 4F D B A Cr 2 1 1 SH SFEETt REVISIONS Or 3 REV, NO. ZONE: DATE: ECN N0. APPVD: I DESCRIPTION ONE IhT•RMED- STILE BETWEEN EACH 02 - 7/2017 - SH UPDATEO'CODE COMPLIANCE STATEMENT TO ADD 6M EDITION FBC. EMBOSS LOCATION. ATTACHED W/ IMPACT -RESISTANT CONSTRUCTION: TOG-L-LOG (TOP & BTMJ AND URETHANE ADNESNE (ALONG CENTER). SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL DAPACT-RESISTANT GLAZING ARE ' OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. IMPACFRESISTAN'. OPTIONAL WJECRON-MOLDED POLYCARSONATE FRONT FRAME AND GLA/ZNG IS GE L:XM BE X2432T, AN "PROVED CC2 PLASTIC IN ACCORDANCE WITH D -' A VIJ(. CLA2ING SIZE I$ 18-1/2' i 1'. GLAZING IS INJECTION MOLDED GE UYA14 SL%2432T, AN APPROVED CC2 PLASTIC IN ITBl10E E�NIfRE DOOR ASSEMBLY INSTALLED PL gk.'I.VNCE WITH THIS SECTION MEETS THE ACCORDANCE WITH IBC Y0N0 LOAD REOUDREMENiS OF THE FLORIDA BUILDING CODE AND IhTEF04ATI0Nr�' BJILDING ® ® ® ASS MBLY SEE SECTION B-B FOR ASSEMBLY DETAILS. CODE AND IS LARGE- AND SVAlI-MISSRE IMPACT RfSISiPM. (GLAZING SHOWN IN INTERMEDIATE SECTION.) GLAZING SHOWN IN TOP SECTION• f-- , �I �I � rlTr��l�+rc t. �� r—�-�� �•• y� 111�ll111�U�©IIIWIIImom yr�y Il' ��� •rl ICI A�IIIA�I� I DOOR HEIGHT I ccrTiniTc I ENGINEER- EMMONS 1 BEY TWO). DDOR SIGNCENTER). A=Trn, : MIIIIIIIs ��ti��ll�il m.� TOG_L�LOC SYSTEM. \-TWO POINT LOCKING INTO TRACK, L.--+A OPTIONAL OUTSIDE KEYED LOCK POSI ON INNER EOTTO'l LHR TOP BRACKETS USED AS MAX. DOOR WIDTH n 16'-2' (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WRH 3' TRACK. SNAP LATCH ENGAGES OCATION OF OPTIONAL VE'US. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE ON70 VERTICAL TRACK. ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE OF DOOR. ����..(((��� %ENGAGES INTO SECTION B-8 (IMPACT —RESISTANT GLAZING OPTION) snDLE / ONEVERLOLTucK. ONE LOCK DETAR 'D• FACH SIDE OUTSIDE END KEYED STIR HANDLE INSIDES ID BRIT INSIDE HANDLE A=T�=�- —� LOCK OPTION. OUTS'OE �EtED LOCK Wli,l OPTIANAL DEM.TPIE 223 \\ WULZPLRP E HCH BOND TAPE cNAP a_ _N LOCK OPTNIN. SNAP -IN INSERT. (BEFMEOi FR0E AND FA Q. DECORATIVE FROV FAME THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC, C4se STRUCTURAL SIIKONE SEALANT THE FIFTH EDITION F'BC, AND THE' (ScTVDT9 STEEL SKIN AND FR/ ). S0(IH EDITION FBC. Cy PRODUCT REVISED DESIGN OA S• +4B 0 P.S.F. k -S00 P S F. /= I lmpI I E TAM a W,ten SIw4 0:'r.N. y �m J ONE-PIECE %EC ON POLYSn`RENE RETNVER FASTDRED TO FRWi WOX P1��1 9 +IN Flor tla MOLDED OE -DUN 10 3 A 3/4' PAN HAD MACHINE 5CRLVIS. BUIiKInp C040 TOLERANiCES TN I swQv MONr ( ) I XDA-xo. '17-1076.74 .0 - r.031 0B�r9 Aad�s �`�so! F� I FLAME h GLAZING, .DTI - t.013 ��I.H E>miratlon D to 02/27/2023 ,0000DRAtmMDapemt1/THECK aso-s iAc�N -xcNcr. DWG. NO.: To4754 4 3 2 I I I ' C END STILE OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK ON i EACH SIDE OF DOOR. 0 CSID KEYED 0 (WRH SOCK BAR LOCKING. 1 I PART NO.: N/A A ! VINDLOAD RAT1hG W8 DP46 (SEE TABLE FOR MODELS) I/11 SCALE: NIS DWG.D I/SHEET' 1 OF 3 BIZ: lJ�� IVER: MO ����..(((��� %ENGAGES INTO SECTION B-8 (IMPACT —RESISTANT GLAZING OPTION) snDLE / ONEVERLOLTucK. ONE LOCK DETAR 'D• FACH SIDE OUTSIDE END KEYED STIR HANDLE INSIDES ID BRIT INSIDE HANDLE A=T�=�- —� LOCK OPTION. OUTS'OE �EtED LOCK Wli,l OPTIANAL DEM.TPIE 223 \\ WULZPLRP E HCH BOND TAPE cNAP a_ _N LOCK OPTNIN. SNAP -IN INSERT. (BEFMEOi FR0E AND FA Q. DECORATIVE FROV FAME THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC, C4se STRUCTURAL SIIKONE SEALANT THE FIFTH EDITION F'BC, AND THE' (ScTVDT9 STEEL SKIN AND FR/ ). S0(IH EDITION FBC. Cy PRODUCT REVISED DESIGN OA S• +4B 0 P.S.F. k -S00 P S F. /= I lmpI I E TAM a W,ten SIw4 0:'r.N. y �m J ONE-PIECE %EC ON POLYSn`RENE RETNVER FASTDRED TO FRWi WOX P1��1 9 +IN Flor tla MOLDED OE -DUN 10 3 A 3/4' PAN HAD MACHINE 5CRLVIS. BUIiKInp C040 TOLERANiCES TN I swQv MONr ( ) I XDA-xo. '17-1076.74 .0 - r.031 0B�r9 Aad�s �`�so! F� I FLAME h GLAZING, .DTI - t.013 ��I.H E>miratlon D to 02/27/2023 ,0000DRAtmMDapemt1/THECK aso-s iAc�N -xcNcr. DWG. NO.: To4754 4 3 2 I I I ' C END STILE OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK ON i EACH SIDE OF DOOR. 0 CSID KEYED 0 (WRH SOCK BAR LOCKING. 1 I PART NO.: N/A A ! VINDLOAD RAT1hG W8 DP46 (SEE TABLE FOR MODELS) I/11 SCALE: NIS DWG.D I/SHEET' 1 OF 3 BIZ: lJ�� IVER: MO I 4 I 3 1 2 I 1 CLUPAY 80A HOLMES 48, C .'DEAL 4R: 1 i I C 7m AI �Lc.�lUry GTYUIM1'c Lrt� SCOTT HAMILTON. P.E. GA FLUSH SHEET 98 2 OF 3 REV. N0. ZONE: DATE: ECN N D2 4F JAMB TO SUPPORTING STRUCTURE ATTACHMENT 24 GA. (0.022- MIN. THICK, ALL THE LEWD TROY 1NE COCA IS TIW+Si7r TO THE TRACK AND THEN FROM THE TRACK TO 32.9 KSI YIN. YIELD) DDS THE 2x6 VERTICAL SIP (GRADE }2 OR BETi ERJ .1WB5. NO LOAD ROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMS. STEEL E%iERIOR SKIN WITH C-40 GALVANIZING, BAKED -ON 2 EACH VERTICALJAVB SEES A MAMMIIM DESIGN LOA) OF a36S LB k -400 0. PER LINEAR PRIMER FJVD A BAKED -ON FOOT OF JAMB. 3. ALL JAMB FASTENERS WAY BE (BUT ARE NOT REDUIRVID TO BE) COUNTERSUNK TO PROVIDE A POLYESTER PAINTED TOP COAT FLUSH MOUNTNG SURFACE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOI USED IN THE CALCULATION CF ALLOWABLE APPUEO TO BOTH SIDS OF STEEL. SKIN. I131p5 FOR ANCHORS AID FASTENERS FOR SIM, CDNCRE7E AND MASONRY, WOOD FRAME BUILDINGS srJD W/RLS OF DOp DPEiiNC VAIL BE FRAWED SOW BY NOT LESS TITAN (3) 2a6 PAESSTIRE TREATED SYP (GRADE 12 OR BETIER) MOD SNCS OF A STRESS GRACE NOT LASS TKAN 12M P51 NOWRML EXTHIGE FIBER STRESS IN SENDING (Fb) FOR DOORS UP TO WO' HIGH OR (4) 2x6 PRESSURE TREATED SIP (GRADE }2 OR DETER) WOOD SNOB OF A STRESS GRADE NOT !SS MAN SHIP 12CO PSI NOMINAL DORONE MER STRESS IN BENDRG (Fb) FOR DOORS UP TO 16'0' HKJL SPUD JOINT WALLSro TY conawous BNDu Foon9c To RE BFaus. 2i6 SYP GRADE }2 ORB RO WOOD JQ3 SWK1 SE ANDIORED TO pDUT REINFORCED BLOCK WALL OR CONCRETE COWMN. BLOCK WALL GELS SIVLL BE FAZED WRH CONCRETE ANO REINFORCED WRH AM RCN BARS EKTETNDING INTO T4E FOOTING AND INTO TIE BEAMS. ALL SARS 4' 6NW'.L BE OCN(TNUOUS FROM THE TIE BEAUS TO FOOTING PER BLOCK WALL OR CONCRETE COL'JYN. BLOCK WALLS AN O CONCREE COLUMNS TO BE DSIGTNED BY THE BUILDING ENGINEER OR ARCHITECT OF ACCORD AND IN A=IRDMNCE WITH THE ROWM BJLDWG CODE t�j(1ATTACHMENTRUCNRE LV Ii�CL T OF TRACK ANGLE TO 2B VIOURCA. JAMBS OR SUPPORTING STRUCPUTUQ 4' TALL TAPER STRUT. MAK.Muu ON -CENTER 0.062' GALV. STEEL. 80 KSI IN. DRTRIGE SEF1 BU6DING TYPE FASTENER TYPE BFTVE2N FASTENERS WASHERS RECUT woo PSI MIN. CONCREIE T a 1 N. EM TAPCONPCOH ANC A 4 M ANK - - D. . 2' THICK D CCA,CAL/. STEEL TOP ROLLER BR BRACKETS (2-1/2' x 5-3/8'). EACH �• BRACKET ATTACHED W/(4) �14x5/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4i11/2' BOLTS AND NUTS PER BRACKET. 14 GR MIN. GALV. ROLLER HINGE. EACH c —_HINCE FASTENED TO END STILES W/(4) 1/4'K3/ ' SELF TAPPING CR/8' SHEET METAL AND EEWS. SEE VIEW 'B'. .. ONE 4' T-STRUT PER SECTION. (SEE NEW EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4'x3/4' SELF TAPPING SCREWS. B 1F OF THE WKSRRN ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED T I( OF CONCRETE BLAX: 2-1/2'. EIRXUOAIC STUCCO THICKNSS. l�J\\\\\\,\`,` 12 GA MIN. G (Vj STEEL BOTTOM BRACKET 'ATTACHED WITH (2) }7415/8' SHEET METAL PRODUCT REVISED SCR• p1Fin th the"""' A_UMTHUM EXTRUSION ZL VIN'YL WEATHERSi RIP. 614a5/8' SHEET METAL SCREWS B�IIaIn1D Cad: — NOA�Nw 171016.14 SECTION A -A (SIDE VIEW) o ERPImtIPngg� 02/2112023 D o BY Mlun Product CeTdrPl 00 0 0 T/a'x3/a• SELF TAPPING SCREWS. G F. @ _ PART NO.: N/A ^ 16 GA END HINGES 1B GA MIN.1 INTERMEDIATE HINGE "' B" — ' 856.5 D"A° le,"rd TgNOLOA➢ RATING T7 ,nFw R VIEW •C• TD ERAN�a �a 7DWG. loay MA �. OK W 8 D P 4 6 TG Iltl 613- .0 13C5TION; 2' STEEL PAN DOORS (SEE TABLE FOR YODELS) 0D0 - y.ao1 BY: SH DATE 11/19/1 SCALE: N15 DWG.'pDey"' - _7/2 D BYT SH DATE 1t/20/t SHEET OF !SIZEB�smw oe..l.eDSDN6 ARC IN W:HIsO.: 104754 VTR: uD j 4 3 j, 2 1 MO➢ELS 24 GAI SHORT 24 GA FLUSH SNFET' REVISIONS CLOPAY 84A�, 94 98 3 OF 3 REV. NO.1 ZONE I DATE ECN ND. APPVD: DESCRIPTION HOLMES 48. 48B -- C2 - - SH SEE R_1ASION HISTORY ON SHEET 1. IDEAL 4gST 4F 2" TRACK C'ONFlGJRATION TRACT( COAFIGURATION MOVE THE HORLLTNiAL TRACK D D DOORS UP TO 800 L35, OPENING DDES NOT AFFECT THE SUPPORT BY DOOR WIND ICAO MA NG OF THIS DOM. INSTALLER (TO SUIT). DOOR COUNIQiBWANCE SYSrT1 JM R CONFIGURATION ' DOOR DOORS IIP TO 800 LRS. HEIGHT 'L' 13 CA CA!V. SIE-cL FLAG BRADKET ATTACHED 10 _ 1' DOOR OVERIM (EACH SIDE) STOP MOULDING BY DOOR INSTALLER (ro SLRO. JAYS WTRI (3) 5/1O' x 1-5/8' Ifu SCREl45 AND'TO TRACK WIN (2) 1/4' RWE15. T _6 2.B SYP WAD JAMB. SEE tfi GA rJJ,V. SLEET. fND STlE ',IWB PREPARATION NOTE". 1B G GLLV. "I� DOOBLE END SR.E _ 20 G I'm GLLV. STEEL OIRTN. SITE iAS ROD: SPACING NTE 14' O.C. 2-1/2" x 12 CA GAW. STEEL / MI +�E FA(STEJ.'ED N CENTER o 6J' 2" G4LV. STEEL iWCR. 1 - SYOOTIRAX BRACKETS "as NIM /5 fi�%�1-mS/B'/ m� 4RP1. SCNEWSf.S/B' . TRACK THICKNESS: 0.083'. 11 _)-fir LAG SCREWB HOT TO EXCEED if ON{ENTER. YIN. OF (a) TAG �T/i6' I.D. PD NO [t� �. SCROMS REQUIRED PER JAMB. FASIETIEUT p L• = 2• GuVV. STE£ TRACK FAMED TO 1. TTP. 1-1/2' X 12 G4 CAM 12 CA GALV STEEL TRACK B.RACKFl9 14 rA GALV. STEEL RDUER WNGES FASTENED TO ENO STILES N/(4) EACH 814a5/b• C S SFCFL TRACK BRACKETS, i - 144 WTTH EITHER (2) 1/4' DLL RIVETS OR SHEET MEAL SCRlVS AND (2) 1/4' Sb TAPPING SCREWS PER ENO HINGE. 't ATTACHED TO JALI3 WITH (i) 1 - (1) 1/4" X 5/B" BOLT & NU' PER 1 o 24' S/IB' % 1-S/B' Vu^ $CREN PER 1 - �K B��T• 2' OW 9-1I2' IANO STEM 10 SAL STEEL ROLLER WITH STEEL OR NADN TIRE. TRACK BRACKET. -0 I 1B' - SECTION C-C J-1/2' LNR BRAMET (2-1/2" A S-3/4' A 12GA) PREPARATION OF .lAMRS BY DTHETS; ATTACHED WNN (Z) I/P . ]/f' SFlF TAPPING SCREWS. NOTE TWIT LNR B—KETS ARE ALsa C USED WITH 'OOUBL END SRIE' AS SHOWN IN TR .CAC CVNFlGLIRATON u�. T�K CO FIGURATION ABOVE THE Sm, HEET 1. DOOR OPENING DOES NOT AFFECT THE •AV8 CONFIGURATION OOL'9IE T4AGK ODORS B00 L95 AND OVER. WIND TOPE RATINGDO OF NOT FECR, p00R5 800 LBS AND OJER. DOORS ION r4 HIGH, FOR LON HEADROOM OPTION, (AVWL FOR BDTIi 2' PND J" TRACK) DOORS OVET e' NIGN. HORRONTAL1" DOOR WENAP (EACH SIDE) ZxB S1P WOOD JAYS. SEE STOP GALY.O STEEL DODR STILLlI.:R (i0 SVTO. p B T ]' GALV. TAPf:'RED STEEL iPMN ANO ANGLE TRACK 18 CA WLV. `TEE1 END STIR. o III TH-1- SS: 0.101'. ANGLE TiICKNr�•. 0.08J'. NMIZDNTAL TRACK JtN3 PREPARATION NOTE'• iB CA GALV. 51EN 0]UBUE END S11LE YIN. ANGLE DNERSONS 3-1/4' 4 2-7/8 SUPPORr BY DOOR 20 G YIN, CAWS STEEL INiTZM. SR.E, VI ICAt/MORIZOHTAL TMCK1 14' MAXIMUM SPACING NJS "M (ED SUIT). 0.080* TB GE FAMED TO. GALV. STEEL INTER. JUNCTION. TW0 t/4' BOLTS FROM OSr'NOUNiING }WJ/GIExSEETVCg. BOLT YOUNONG BE1DW. STILE W/(4T EACH /Ti%B' & NUTS FOR FA^H iPACK, SLOT TO TRACK JUNCTION W. i2/16 UN9 SNFET YET SCREWS. ADDIrauL uGInJnNc SLDTs I `ram � i PRODUCT REVISED p Ing wlN tiro Florida 8 SPACED AT 12' CENTERS. 14 rA CAM STEEL W-LER HINGES FASTENED' END BYIIEInB oUa 0.101" TACK 3' GAVV STEEL TRACT( FASTLT:ED N0A-No. 17-1016.14 NMV���,' GV CFNTET TAPE ma �mWR aNEi/ 5� a 6]mLT h AND ((7) 1/4' SELF STAIES aWP?CC SCCRREWS EET PEALW HIKE Expiration 022112023 NlR AT FACN YWNi1NG 6LDT. j 4 F ; 3' DIA 9-1/2' LONO S1EY (1W1, aFAw11G STEEL ROLLER. By • NO 83z$$66 Nllam a Product Control 34• E Y' iMC% BO!T AND NOT AT EACH ,". I /` J" Tl$rll'EAe� YODNfN1C SIDT LOrATiDN. PREPARATION OF .IAMBS BY O'HFRS. •0 = /6 '�AA/��. DESIGN LOADS: +46.0 P.S.F. & -54.0 P.S.F. PART NO.: N/A STA IOF 'W'� DOOR VER ICLL W4v SbYX ttw.b. (7 GIBS Dbe dak od VIN]LOAD RATING Off' �_ ` NF-0Nr K LA'GTH TOLERANCES ,,, 1;10 8y . Mo. ON 47- RA _ / p P 4 6 ra. xi s1J-TT]-4�'A W O •..OR1,.: p4N4 .0. +.0]t Ba WedvM sq FA. Xa 513-nO�BST ,4S/ONAEE��4 1 10' ONE 5/16' A 1-5/8' LAO SCREN SPACED AT THE SAME .Op . },015 DESCRIPDONI 2' STEEL PAN DOORS (SEE TIERCE FOR MODELS) BISTANCES AS THE TRACK BOLTS aS OCATED, T 1 , 2 % .00O t.00S DRAWN DY: SH DATE 11/19/1 SCALE: NIS /6 ETC.). ADOI00NAL NG SCREWS LAGTED AT 1fi', 29 & ,GOOD . 3.001 OWC, B DESIGN ENGINEERS J-f/z 6 40' FROM BOTiGN, TWO VD SCREWS ALSO LOCATED ABOVE Oprep = t1/2' CHECKED BY. SH DATE: 11/20/12 SHEET 3 OF 3 SIZE SCOR HPHILTON, P.E ""' YERIIW=NORQON'AL TRACK JUNCTION. YN� slaw oumN. FLORIOA LICENSE No. 6 861 gtaTlSan ARe N ATcrl6 DWG. NO.: 10{]64 VER: MD la 3 2 I I