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HomeMy WebLinkAboutNOA - 2 INCH STEEL PAN GARAGE DOORREVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY M IAM I-DADE NIIAMI-DADS coUNTY ® 13 T 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) www.miamidade.ov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCANNED BY St Lucie COunty 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: 2" Steel Pan W8 DP46 Sectional Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: 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., 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. AIISSIL. ,E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference 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 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. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 17-1016.14 Expiration Date: February 21, 2023 Approval Date: December 14, 2017 r�fU��2017 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. 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. B. 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. C. 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. 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 Polycarbonate Sheet Products, approved on 11/28/2013, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 5' edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 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 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. 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" 2. NEW EVIDENCE SUBMITTED A. 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. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SAB1C Innovative Plastics, US LLC for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of code conformance to 61a Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/06/2017, 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. :cif%fir. Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.14 Expiration Date: February 21, 2023 Approval Date: December 14, 2017 E-2 C 4 3 4•2 1 1 MODELS 24 GA SHORT 24 Gp FLUSH SETS' RMS13NS 3 REV. NO. ZONE E E DATE-' NO. APPVD: j DESCRIPTION CLO?pY 84A, 14 98 02 - 7/2017 - SH UPDATED'CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION MG. HDLHES 4B, 48B ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ IMPACT -RESISTANT CONSTRUCTION: IDEAL 4RST 4F TOv-L-LOG (TOP &BIM) AND URETHANE ADHESIVE (ALONG CENTER). SOUD DOORS (NO GLAZING) OR DOORS WITH OPTIONAL DAPACT-RESISTANT GLAZING ARE ' �-+A CPf10NAL ROW OF IMPACT -RESISTANT GWJNG, MAT(. GWINC S!E IS 18-1/2 x 11. �CIAZINC IS INJECTION MOLDED CE LE)(AN IMPACT -RESISTANT. OPTIONAL NJECIGN-MOLDED POLYCARRONATE FRONT FRAME AND GLZ.!NG IS GE LEYAN SIX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 26G6. THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE p Ili®1�1�11h ����f�1�hl, t��L���i A--c- at�ta�ia�a� gaat�i iaaaaaa�at� �yy. .,� y��ANOW!III�llWI�G�©III�IIIII�11 �1"� �_Ivs•aez-i� :K2432T, AN APPROVED CC2 PLASTIC IN WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CCORDANCE WITH IBC/FBC 2606. CODE ANDS LARGE- AND SUALL-MISSILE DAPALT RESISTANT. EE SECTION B-B FOR ASSEMBLY DETAILS. WING SHOWN IN INTERMEDIATE SECTION.) GLAZING SHOWN IN TOP SECTION- Lp VIEW 'B' (SEE SHEET- 7/ "^ Q VIEW -C- (SEE SHEET TWO). 16 GA ENO SIRES ATTACHED TO DOOR SKIN WITH PATENTED -__- TOG-L-LOC SYSTEM (TOP, BOTTOM & C CENTER). AT✓HED TO TOP MD 1 i� BOTTOM. RAIL WITH PATENTED '--- -' TOG-L-LOC SYSTEM. TWO POINT LOCKING INTO TRACK. I I (2) TER TOP BRACKETS USED AS INNER BOTTOM BRACKET. INSIDE ELEVATION (i) 3- IN ROLLER CARRIER (P/N 0120384) USED WITH 3- TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE ONTO VERTICAL TRACK. END ONE SNAP LATCH ON STILE DOOR HEIGHT SECTIONS EACH SIDE OF DOOR. SLIDE BOLT LOCK B 1019, TO 12'3' 7 12.6' TO 14'0' 6 14'3' TO 15'9' 9 ID 6G_ *.7 NO 63 6 .IOC R��Oss/ONA�E�i •` A END�(D�� ENGAGES IMO STILE. j,� ORTCALTRALN. ONE LOCK SIDE J, OUTSIDE HANDLE. B LOCK BAR EACH OUTSIDE END IN ENGAGKEYED jDF��1f/ HANDLE, STILE TRACK OES N EACH SIDE INSIDE SLIDE BOLTINSIDE HANDLE OF DOOR. LOCK OPTION. OUTSTF KEYED LOCK WrH LOCK �NeP In�K OPTION. LOCK OF KFYFD LOCK WIM. RAH LOCKING., THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC, THE FIFTH EDITION FBC, AND THE ' OD SH EDITION FBC. D N LOADS, +480 P.S.F. & - 0P.S.F.PARE PRODUCT REVISED NO: N/A A pyln9 MM Ma FloAda 9uliaing OtMo lO[ Stabs ahr.ln TOLERANCES Chu 6586 LYerO ll Ibaon. ON U51 R y VINOLOA➢ RI1T34G MOA-Ne. 17-1016.14 0ui6r9 FR nu l� o flod'�cla DargmF Fa No. 1 W 8 D P 4 6 ExpbatlnRg ,0 - Sml 1 .Oo a 4.Ot0 DESCRIPBY. � t.w9 5 2' STEEL. PAST DOORS (SEE TABLE FOR MOOfLS) .D00 .woo � i.wi DRAWN BY: SII GATE: 11/19/1 SCALE: Nf5 pWG,D DESIGN ENGINEERI By uc1 DW'ao a tt/T CHECKED BY. SH DATE: 11/20/1 SHEET' 1 OF .3]SIZE SCOTT HAMILTON. P.E. uN.n am<e o6.«w. quDlSgNs Ars N w'cNLs. DWG. NO.: i04764 VER: MD 4 MODELS 24 GA SHORT 24 GA F CLOPAY 84A, 94 98 i- HOLMES IDEAL 4RST 4F n ME o■ ■ JAMB TO SUPPORTING STRUCTURE ATTACHMENT IIRR�S. THE LOAD FROM b1[[ DOOR M I08!FFARED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x9 MDEDCA1 T (GRACE /2 OR BETiCR) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2 EACH M, JAMB SETS A MAX5,IUM DESIM LCAO O- +36S LB & —400 M PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASIFNERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNIEISUNK TO PROVIDE A FLUSH MOUNTNG SURFACE 4. A 1/3 STRESS INCREASE F'R WIND LOAD WAS HO USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASON . sTJo WALLS -(' BUILDINGS TREATED ED SY OWE CUNNING 9{4LL BE DENTED SOJO BY NOT LASS NOT (S) 2A8 .1200PRESSURE NOMINAL Sw (GRADE ♦12 OR BIER) SENDING S1UCS OF A DES U TO B-' H H O T(4) 1E00 P9 NOMINAL ETREATE FIBER MESS N BR EMIR) R) FOR DOORS F TO Bb' NIGH DR p) LESS PRESSURE TREATED SO (GRADE LT2 -R BETTER) WTXJO STUDS OF A S`iSFUP GRADE NOT ISS THAN 12C0 T NE '% EXTREME FRFA STINGS O BE+BNG (Fp) FOR DOORS UP TO IK(Y HXSI SM WALS lD BE COM1T.VJOUS FRDN FOOTING TO ME BD11F8. 2v6 SYP CRAOE n OR BET; ER MDOJ .WNB SHALLL BE M'CNOR. TO ORWf R]NFORCED BLOCK WALL OR CONCRETE COLLM. BLOC( WALL CCSS SHALL BE FILLED WITH CONCRETE AND PJONFORCED WITH REINFCRCINO BARS EXTENDING INTO THE FOOTING AND IWO TIE BEAMS. ALL BARS S ' BE GO I NUOUS FROM THE TIE BDMS TO FDDTNG PER ROCK WALL OR CONCRETE COLUUN. ROCK WALLS AND CONCRETE COLUMNS TO BE DESIGNE2 BY THE B'JILONG ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLONM BUILDING CODE 2X6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 2 OF 3 4 0 DN-CENTER DISTANCE SffFJ. BURRING TYFE iAGTFBEN TYPEiASTOVE6' BETWEEN WASHER$ TIEQUUUR 30p0 P51 NIN. CONCRETE T MIH E TARCDN CONCRETE OR 6-] { D. a M - ANK H D.D. 24 GA (0.022- MIN. THICK. 32.9 KSI MIN. YIELD) DDS STEEL EXTERIOR SKIN WITH C-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLE) TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS —4. 4-1f /4' LM 4'I TALL TAPER STRUT. 0.052' GALV. STEEL 80 KSI MIN. -L REVISICNS 2' THICK D D (2) 12 GA CALV. STEEL TOP ROLLER BRACKETS (2-1/2' x 5-3/8 ). EACH BRACKET ATTACHED W/(4) g14x5/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4XI/2' BOLTS AND NUR PER BRACKET. . 14 GA MIN. GALV. ROLLER HINGE EACH C ,MINCE FASTENED TO END SOLES W/(4) §144/8' SHEET METAL AND (2) 1/4.0/4' SELF TAPPING SCREWS. SEE MEW 'B'. ONE 4- T-STRUT PER SECTION. (SEE VIEW D') EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4'x3/4' SELF TAPPING SCREWS. Elm • FIRST (BORON) ANCHOR STAITHR.'1 AT NO MORE THAN HALF OF THE MAXIMUM ON—CENIE N DISTANCE HIGNEST ANCNDR INBT AT LC%ST AS HEW AS ThE DOOR OPFNINO. CLOPAY DOES NOT SUPPLY JAMB ARACHMW7 FASfpIQtS. 12 GA MIN. CAI.V. STEEL BOTTOM BRACKET MNWUM DISTANCE BE WUN CENTER OF ANCHOR AND EDGE OF CDNCRETE BLOC(: 2-1/2'. EXCLUDING STUCCO THICKNESS. 'ATTACHED MTH (2) g14X5/8' SHEET METAL PRODUCT REVISED sc plyin-gg with tho Florida p}jMINUM EXTRUSION @ NA'YL WFATY.FJ!STTUP. At1lTT !! 814X5/8' SHEET METAL SCREWS N.AdN8 CRd� p q,, NOA-Na 97-7016A4 SECTION A -A (SIDE VIEW) OQ.(S lfAM![T • o B Phnt!on 0212112023 `�J yG.vYC ENSF.�y�. o !? by n 63 O 0 0 MI P.M..CRrTtrol * CR]ljg.._ O 1/4- X3/4- SELF �'O L C I [ F m TAPPING SCREWS. C 0 • +P.S.F. k - PART NO.: N/A A A 9'. STATE OF ! /+ 14 GA ENO HINGES 18 CA (NIN.} IN�RMmIAIE HINGE TOLERANCES Q� 8585 D L" BmbwM INROAD RATENG 1 °� R 101' �2�` �6EW 7 VIEW fmuPwanll IF°-. DR 45DFD 1,5, W 8 D P 4 6 �., ss' ......•�a C Td Na 613-T1D-LBIO .O � t.031 � hABs4 Fu 4:. 51YTN-/BS7 GNAT- .00 t.C15 DESCRIPTION; 2' STEEL PAN DOORS (SEE TABLE FOR YODELS) FFAF!AAAr Al V1`� pPDp }qT) DRAWN BY: SN DATE 11/19/1 SCALE: NIS DWG. DESIGN ENGINEER- DAGr :1/r CHECKED BY. SH DATE 11 /20/1 $HEFT 2 OF 3 SIZE $COO HAMRTON, P.E oiTMSivCN N'.N6 DWG. NO.: TOM1Z54 VEIL: MD FLORID4 3 2 1 S FLUSH CIDPgY 84q, 94 98 HOLHES 48. 48B -- IDEAL 4RST 4F 2' TRACK CCFiFlCURATION � TRACK CONFIGURATION ABOVE THE 'DOORS UP TO 800 L35. '^^'^ DPFMNC DOES NOT AFFECT THE >YND LnaO w.avc OF n4s DOOR. DOOR COUNTERBAfANCE -- 4 NOVELS 24 GA SHORT 24 GA D goo 0■ A Ir 13 s GLV. )EEL FUG B /8- ATTACHED 10 JAMB MRI (]) EEL F X 1-5/e' TAG SCREWS AND'TO TRACI WRtl (2) 1/4' RNSF. p AS ROD. SPACING NTE 14' O.C. 6]' 2' GALV SEED. HACK, IRACH TIOCKNESS: O.OBJ'. �. = 1' ' I e. TYP. 2-1/2' X 12 GAGALV. z STEEL iMCK 9RACKEfS. !$C' ATTACHED 1TO J 9 WITH (1) LAG lik 4' 5/16- X -5/B' SCREN PER RA TCK GWKU. 3 y, 2 1 i 1 SHEET' REVISIONS 3 OF 3 1 — Nn I —ir. I --- — Nn I Aonun• IncerTMTn HISTORY ON SHEET 1. HORTONFAL TRACK SUPPORT BY DOOR D �NSFAIER (TO SU10. JAMB CONFIGURATION DOOR DOORS OP TO B00 LEES_. t MDCHi 'L' 1' DOOR OVEAAP (FAL.1 SIDE) FI _ I STOP MOULDING BY ODOR INSTALLER 00 SM. _ 2,0 SIP MOOD .MNB. SF£ 16 G. CA0, EL CND ONE. 7 6 ',WIB PREPARATION MJTE-. 1p G ONY. BICCI OOU91E END SIEGE _ 20 G 4R1. GALV SMEL Ram. STIIE 1 2-1/2' X 12 G GIV. STFFL ip G GAIV. STEEL INFER. 9 -6 1 HUM FAME. W CENTER TMCI( BRACIOJS FASIENE� TO .STILE W/C4) FACH 014.5/6' 10 _ WOOD .LAMBS MINT 5/6' X 1-5/B' SNF) Y qL bT.NEWS 11 TAG SCIRWS NOT i0 EXCEED 14' 1 _ - ONi4FTER. YIN. OF (9) UG L 7/I6' 1.11 RWONO _0• SCRIM REQUIRED PER JAMB. PUSH NUT I 1 - 2' GALV, STF1 TRACK FASTENED TO FASTENER f2 G GALV SCEEI TRACK BRACKETS 14 G GALY. STEEL V3TI1R HINGES FCSTEYED TO END STIES W/I4I EACH BT4r5/B' 1 - I . WITH EITHER (2) 1/4' 041 RIVETS OR SNM METAL SRL-1Y$ AND (2) 1/4' SE1F TAPPING SCRcIVS PER END MINCE C _ .(1) 1/4' X 5/B' B9LT & NVF PER 1 - Tp" 5w�T• 2' DU\ 7-1/2' IDNG STEEL 10 BALL SIE. ROLLER WITH STEEL OR NOON TLE. -0 1 . SECTttIN C-C ERR DRACKET (2-1/2' . 5-3/4' • 12G) • PREPARATON OF JAMBS BY DTRERS. ATTACHED WITH (2) 1/{' r !/4' SE1F TAPPING SCREWS. NOTE IHA7 LXR SWKETS ARE AISD USED WITH 'DOUBLE END STILE' AS SHOWN IN 3• TRACK CONFIGURATION TR,CAC CONFIGURATION ABOVE THE 2CHE B-! SHEET 1. ODOR OPEN HFC DOES NOT AFFECT THE 'AVB OONGIGLIRATON DOORS 800 L95 AND OVER, WIND LOAD RATING OF T16 DOOR.CEN➢OGEES 800 LBS AND OVFR LOW NoTHOOMObHoOM a a - MO ER OVER ' -H. FOR (AVNL MR BOTH 2' ANO J' TRACK) CODAS OYJt 5' MIGH. OUF2.E HORIZONTAL 1' DOOR OVERI.VE (ETCH 9DPa �K' T ' 2E6 BTP WOOD dSYB. SEE STOP 1WVIDINO BY DOOR D6TPlLER (f0 SV10. !' GAVE. TAPERED STEP. TENCH ANO NKdE. TPACK 18 G GALV SICFL ENO STICL B THICKNESS: 0.101'. ANGLE TNICKN DS O.OW'. HORMONGAL TRACK 'D.Y9 KOIE'. 19 G GALV. STEEL DOUBLE END STILE YIN. ANGLE DIMENSIONS 3-1/4. 4 2-7/8. NPMRF Be M. rJ G YIN GAY. )EEL INIDN. STJ:. VERICA!/NCrt00NTAL TRACK 14' MAXIMUM SPACING INSTALLER C. 5114 _ / 15 G CALV. STEEL INTER JURCTON. TWD 1/4' 9OLT5 FROM LA)'MOUNRVG }N! fEA5EE7l�AD WM YDUNRNCTAFENEEI,HEIDPE. l 511 HINGEWfSiENEiI TM CENTER a NUTS FOR EACH TRACK. SLOT TO TPA'K ."Jl=N /(4) EACH 014A9/B' i1 7/1 UNI SHEET METAL SLNflYS. ADDITIONAL UCLWrING SLOTS l AS�R, ) PRODUCT REVISED 8 SPACED AT 12' CENTERS, BYIIdInB Coda IN NO PI ddO 0.1 DI" TRICK J' CAM STEEL TRACK FASTENED 14 G GALV. STEEL ROLLER HINGES FASTENED TO ENO NOlding 17�1018.14 \I\ IIAAA'A F TO:TAPFRED MGM TACK ATTACHED TO STILES W/(4) EACH /14s5/5' SHEET METAL 5CRM5' ON CENTDI TAPERER ANGLE WT11 OHE 1/{ti9/B' BOLT a AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE �wmion D 0221)2023 %0 rrr NUT AT EACH Y NTNG SLOT. N�GEN,gF'•ti 3- OA B-1/2- LONG STEM 6W- D:ARINO STEEL ROLLER. By No 83 Q8 r <cnou r ( Mlam a r ue onho "/Y •• iE !{• NE Y.' TMCN BOLT AND NUf AT EACH NOUNDNC SIDT LOCATION. PREPAPATON OF 'JAMRS BY OTJERS, PART NO.: N A A /6 ooOH VERTICAL DESIGN LOADS: +45.0 P.S.F. k -5�.0 P.S.F. / LTA `UF J�C`V �- NDONf K IENCIN / TOLERANCES RAMC ES — H� Tun 46wO VENDLDAO RATING TOLERANCES ,, _ c'o 3y " iN Na 6,3 7 0 4600 W 8 D P 4 6 OFIL O\N`N WelrtY f N45]-710-t89 C� ONF 5 15' A TAG POLES AT THE SAYE .0. +.0]t 1�ONALE\\`•' 10' DISTANCES AS THE Y TRACK BOMSRE 3-1/2'. 10'. 22', 74. 0� � s 005 DESCRIPTIONI 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) ]-t 46:. ETC.). ADDITIONAL LAC SCREM LOCATED AT IS', 257, a ,.CO00 . Z,001 DRAWN BY: SH GATE: I1/16/i SCALE: NTS pWG•u ENGINEER /z 6 a0TOM FROM BOT. TWO fA0 SCREWS ALSO LDGTED ABOVE D.W— = xl/r CHECKED BYE 91 DATE: tt/20/12 SHEET J OF 3 SIZE L TILTON, P.E . • . VER 01,1HOR60MAL TRACK JUNCTION. U.Nm Ma1N aLlwnMr FNS No. 6328 pm6mB ARC Ar AKMLR. DWG. NO.: 104764 VER: MD 4 3 2 1 1 goo 0■ A Ir 13 s GLV. )EEL FUG B /8- ATTACHED 10 JAMB MRI (]) EEL F X 1-5/e' TAG SCREWS AND'TO TRACI WRtl (2) 1/4' RNSF. p AS ROD. SPACING NTE 14' O.C. 6]' 2' GALV SEED. HACK, IRACH TIOCKNESS: O.OBJ'. �. = 1' ' I e. TYP. 2-1/2' X 12 GAGALV. z STEEL iMCK 9RACKEfS. !$C' ATTACHED 1TO J 9 WITH (1) LAG lik 4' 5/16- X -5/B' SCREN PER RA TCK GWKU. 3 y, 2 1 i 1 SHEET' REVISIONS 3 OF 3 1 — Nn I —ir. I --- — Nn I Aonun• IncerTMTn HISTORY ON SHEET 1. HORTONFAL TRACK SUPPORT BY DOOR D �NSFAIER (TO SU10. JAMB CONFIGURATION DOOR DOORS OP TO B00 LEES_. t MDCHi 'L' 1' DOOR OVEAAP (FAL.1 SIDE) FI _ I STOP MOULDING BY ODOR INSTALLER 00 SM. _ 2,0 SIP MOOD .MNB. SF£ 16 G. CA0, EL CND ONE. 7 6 ',WIB PREPARATION MJTE-. 1p G ONY. BICCI OOU91E END SIEGE _ 20 G 4R1. GALV SMEL Ram. STIIE 1 2-1/2' X 12 G GIV. STFFL ip G GAIV. STEEL INFER. 9 -6 1 HUM FAME. W CENTER TMCI( BRACIOJS FASIENE� TO .STILE W/C4) FACH 014.5/6' 10 _ WOOD .LAMBS MINT 5/6' X 1-5/B' SNF) Y qL bT.NEWS 11 TAG SCIRWS NOT i0 EXCEED 14' 1 _ - ONi4FTER. YIN. OF (9) UG L 7/I6' 1.11 RWONO _0• SCRIM REQUIRED PER JAMB. PUSH NUT I 1 - 2' GALV, STF1 TRACK FASTENED TO FASTENER f2 G GALV SCEEI TRACK BRACKETS 14 G GALY. STEEL V3TI1R HINGES FCSTEYED TO END STIES W/I4I EACH BT4r5/B' 1 - I . WITH EITHER (2) 1/4' 041 RIVETS OR SNM METAL SRL-1Y$ AND (2) 1/4' SE1F TAPPING SCRcIVS PER END MINCE C _ .(1) 1/4' X 5/B' B9LT & NVF PER 1 - Tp" 5w�T• 2' DU\ 7-1/2' IDNG STEEL 10 BALL SIE. ROLLER WITH STEEL OR NOON TLE. -0 1 . SECTttIN C-C ERR DRACKET (2-1/2' . 5-3/4' • 12G) • PREPARATON OF JAMBS BY DTRERS. ATTACHED WITH (2) 1/{' r !/4' SE1F TAPPING SCREWS. NOTE IHA7 LXR SWKETS ARE AISD USED WITH 'DOUBLE END STILE' AS SHOWN IN 3• TRACK CONFIGURATION TR,CAC CONFIGURATION ABOVE THE 2CHE B-! SHEET 1. ODOR OPEN HFC DOES NOT AFFECT THE 'AVB OONGIGLIRATON DOORS 800 L95 AND OVER, WIND LOAD RATING OF T16 DOOR.CEN➢OGEES 800 LBS AND OVFR LOW NoTHOOMObHoOM a a - MO ER OVER ' -H. FOR (AVNL MR BOTH 2' ANO J' TRACK) CODAS OYJt 5' MIGH. OUF2.E HORIZONTAL 1' DOOR OVERI.VE (ETCH 9DPa �K' T ' 2E6 BTP WOOD dSYB. SEE STOP 1WVIDINO BY DOOR D6TPlLER (f0 SV10. !' GAVE. TAPERED STEP. TENCH ANO NKdE. TPACK 18 G GALV SICFL ENO STICL B THICKNESS: 0.101'. ANGLE TNICKN DS O.OW'. HORMONGAL TRACK 'D.Y9 KOIE'. 19 G GALV. STEEL DOUBLE END STILE YIN. ANGLE DIMENSIONS 3-1/4. 4 2-7/8. NPMRF Be M. rJ G YIN GAY. )EEL INIDN. STJ:. VERICA!/NCrt00NTAL TRACK 14' MAXIMUM SPACING INSTALLER C. 5114 _ / 15 G CALV. STEEL INTER JURCTON. TWD 1/4' 9OLT5 FROM LA)'MOUNRVG }N! fEA5EE7l�AD WM YDUNRNCTAFENEEI,HEIDPE. l 511 HINGEWfSiENEiI TM CENTER a NUTS FOR EACH TRACK. SLOT TO TPA'K ."Jl=N /(4) EACH 014A9/B' i1 7/1 UNI SHEET METAL SLNflYS. ADDITIONAL UCLWrING SLOTS l AS�R, ) PRODUCT REVISED 8 SPACED AT 12' CENTERS, BYIIdInB Coda IN NO PI ddO 0.1 DI" TRICK J' CAM STEEL TRACK FASTENED 14 G GALV. STEEL ROLLER HINGES FASTENED TO ENO NOlding 17�1018.14 \I\ IIAAA'A F TO:TAPFRED MGM TACK ATTACHED TO STILES W/(4) EACH /14s5/5' SHEET METAL 5CRM5' ON CENTDI TAPERER ANGLE WT11 OHE 1/{ti9/B' BOLT a AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE �wmion D 0221)2023 %0 rrr NUT AT EACH Y NTNG SLOT. N�GEN,gF'•ti 3- OA B-1/2- LONG STEM 6W- D:ARINO STEEL ROLLER. By No 83 Q8 r <cnou r ( Mlam a r ue onho "/Y •• iE !{• NE Y.' TMCN BOLT AND NUf AT EACH NOUNDNC SIDT LOCATION. PREPAPATON OF 'JAMRS BY OTJERS, PART NO.: N A A /6 ooOH VERTICAL DESIGN LOADS: +45.0 P.S.F. k -5�.0 P.S.F. / LTA `UF J�C`V �- NDONf K IENCIN / TOLERANCES RAMC ES — H� Tun 46wO VENDLDAO RATING TOLERANCES ,, _ c'o 3y " iN Na 6,3 7 0 4600 W 8 D P 4 6 OFIL O\N`N WelrtY f N45]-710-t89 C� ONF 5 15' A TAG POLES AT THE SAYE .0. +.0]t 1�ONALE\\`•' 10' DISTANCES AS THE Y TRACK BOMSRE 3-1/2'. 10'. 22', 74. 0� � s 005 DESCRIPTIONI 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) ]-t 46:. ETC.). ADDITIONAL LAC SCREM LOCATED AT IS', 257, a ,.CO00 . Z,001 DRAWN BY: SH GATE: I1/16/i SCALE: NTS pWG•u ENGINEER /z 6 a0TOM FROM BOT. TWO fA0 SCREWS ALSO LDGTED ABOVE D.W— = xl/r CHECKED BYE 91 DATE: tt/20/12 SHEET J OF 3 SIZE L TILTON, P.E . • . VER 01,1HOR60MAL TRACK JUNCTION. U.Nm Ma1N aLlwnMr FNS No. 6328 pm6mB ARC Ar AKMLR. DWG. NO.: 104764 VER: MD 4 3 2 1 1 3 y, 2 1 i 1 SHEET' REVISIONS 3 OF 3 1 — Nn I —ir. I --- — Nn I Aonun• IncerTMTn HISTORY ON SHEET 1. HORTONFAL TRACK SUPPORT BY DOOR D �NSFAIER (TO SU10. JAMB CONFIGURATION DOOR DOORS OP TO B00 LEES_. t MDCHi 'L' 1' DOOR OVEAAP (FAL.1 SIDE) FI _ I STOP MOULDING BY ODOR INSTALLER 00 SM. _ 2,0 SIP MOOD .MNB. SF£ 16 G. CA0, EL CND ONE. 7 6 ',WIB PREPARATION MJTE-. 1p G ONY. BICCI OOU91E END SIEGE _ 20 G 4R1. GALV SMEL Ram. STIIE 1 2-1/2' X 12 G GIV. STFFL ip G GAIV. STEEL INFER. 9 -6 1 HUM FAME. W CENTER TMCI( BRACIOJS FASIENE� TO .STILE W/C4) FACH 014.5/6' 10 _ WOOD .LAMBS MINT 5/6' X 1-5/B' SNF) Y qL bT.NEWS 11 TAG SCIRWS NOT i0 EXCEED 14' 1 _ - ONi4FTER. YIN. OF (9) UG L 7/I6' 1.11 RWONO _0• SCRIM REQUIRED PER JAMB. PUSH NUT I 1 - 2' GALV, STF1 TRACK FASTENED TO FASTENER f2 G GALV SCEEI TRACK BRACKETS 14 G GALY. STEEL V3TI1R HINGES FCSTEYED TO END STIES W/I4I EACH BT4r5/B' 1 - I . WITH EITHER (2) 1/4' 041 RIVETS OR SNM METAL SRL-1Y$ AND (2) 1/4' SE1F TAPPING SCRcIVS PER END MINCE C _ .(1) 1/4' X 5/B' B9LT & NVF PER 1 - Tp" 5w�T• 2' DU\ 7-1/2' IDNG STEEL 10 BALL SIE. ROLLER WITH STEEL OR NOON TLE. -0 1 . SECTttIN C-C ERR DRACKET (2-1/2' . 5-3/4' • 12G) • PREPARATON OF JAMBS BY DTRERS. ATTACHED WITH (2) 1/{' r !/4' SE1F TAPPING SCREWS. NOTE IHA7 LXR SWKETS ARE AISD USED WITH 'DOUBLE END STILE' AS SHOWN IN 3• TRACK CONFIGURATION TR,CAC CONFIGURATION ABOVE THE 2CHE B-! SHEET 1. ODOR OPEN HFC DOES NOT AFFECT THE 'AVB OONGIGLIRATON DOORS 800 L95 AND OVER, WIND LOAD RATING OF T16 DOOR.CEN➢OGEES 800 LBS AND OVFR LOW NoTHOOMObHoOM a a - MO ER OVER ' -H. FOR (AVNL MR BOTH 2' ANO J' TRACK) CODAS OYJt 5' MIGH. OUF2.E HORIZONTAL 1' DOOR OVERI.VE (ETCH 9DPa �K' T ' 2E6 BTP WOOD dSYB. SEE STOP 1WVIDINO BY DOOR D6TPlLER (f0 SV10. !' GAVE. TAPERED STEP. TENCH ANO NKdE. TPACK 18 G GALV SICFL ENO STICL B THICKNESS: 0.101'. ANGLE TNICKN DS O.OW'. HORMONGAL TRACK 'D.Y9 KOIE'. 19 G GALV. STEEL DOUBLE END STILE YIN. ANGLE DIMENSIONS 3-1/4. 4 2-7/8. NPMRF Be M. rJ G YIN GAY. )EEL INIDN. STJ:. VERICA!/NCrt00NTAL TRACK 14' MAXIMUM SPACING INSTALLER C. 5114 _ / 15 G CALV. STEEL INTER JURCTON. TWD 1/4' 9OLT5 FROM LA)'MOUNRVG }N! fEA5EE7l�AD WM YDUNRNCTAFENEEI,HEIDPE. l 511 HINGEWfSiENEiI TM CENTER a NUTS FOR EACH TRACK. SLOT TO TPA'K ."Jl=N /(4) EACH 014A9/B' i1 7/1 UNI SHEET METAL SLNflYS. ADDITIONAL UCLWrING SLOTS l AS�R, ) PRODUCT REVISED 8 SPACED AT 12' CENTERS, BYIIdInB Coda IN NO PI ddO 0.1 DI" TRICK J' CAM STEEL TRACK FASTENED 14 G GALV. STEEL ROLLER HINGES FASTENED TO ENO NOlding 17�1018.14 \I\ IIAAA'A F TO:TAPFRED MGM TACK ATTACHED TO STILES W/(4) EACH /14s5/5' SHEET METAL 5CRM5' ON CENTDI TAPERER ANGLE WT11 OHE 1/{ti9/B' BOLT a AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE �wmion D 0221)2023 %0 rrr NUT AT EACH Y NTNG SLOT. N�GEN,gF'•ti 3- OA B-1/2- LONG STEM 6W- D:ARINO STEEL ROLLER. By No 83 Q8 r <cnou r ( Mlam a r ue onho "/Y •• iE !{• NE Y.' TMCN BOLT AND NUf AT EACH NOUNDNC SIDT LOCATION. PREPAPATON OF 'JAMRS BY OTJERS, PART NO.: N A A /6 ooOH VERTICAL DESIGN LOADS: +45.0 P.S.F. k -5�.0 P.S.F. / LTA `UF J�C`V �- NDONf K IENCIN / TOLERANCES RAMC ES — H� Tun 46wO VENDLDAO RATING TOLERANCES ,, _ c'o 3y " iN Na 6,3 7 0 4600 W 8 D P 4 6 OFIL O\N`N WelrtY f N45]-710-t89 C� ONF 5 15' A TAG POLES AT THE SAYE .0. +.0]t 1�ONALE\\`•' 10' DISTANCES AS THE Y TRACK BOMSRE 3-1/2'. 10'. 22', 74. 0� � s 005 DESCRIPTIONI 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) ]-t 46:. ETC.). ADDITIONAL LAC SCREM LOCATED AT IS', 257, a ,.CO00 . Z,001 DRAWN BY: SH GATE: I1/16/i SCALE: NTS pWG•u ENGINEER /z 6 a0TOM FROM BOT. TWO fA0 SCREWS ALSO LDGTED ABOVE D.W— = xl/r CHECKED BYE 91 DATE: tt/20/12 SHEET J OF 3 SIZE L TILTON, P.E . • . VER 01,1HOR60MAL TRACK JUNCTION. U.Nm Ma1N aLlwnMr FNS No. 6328 pm6mB ARC Ar AKMLR. DWG. NO.: 104764 VER: MD 4 3 2 1 1 3• TRACK CONFIGURATION TR,CAC CONFIGURATION ABOVE THE 2CHE B-! SHEET 1. ODOR OPEN HFC DOES NOT AFFECT THE 'AVB OONGIGLIRATON DOORS 800 L95 AND OVER, WIND LOAD RATING OF T16 DOOR.CEN➢OGEES 800 LBS AND OVFR LOW NoTHOOMObHoOM a a - MO ER OVER ' -H. FOR (AVNL MR BOTH 2' ANO J' TRACK) CODAS OYJt 5' MIGH. OUF2.E HORIZONTAL 1' DOOR OVERI.VE (ETCH 9DPa �K' T ' 2E6 BTP WOOD dSYB. SEE STOP 1WVIDINO BY DOOR D6TPlLER (f0 SV10. !' GAVE. TAPERED STEP. TENCH ANO NKdE. TPACK 18 G GALV SICFL ENO STICL B THICKNESS: 0.101'. ANGLE TNICKN DS O.OW'. HORMONGAL TRACK 'D.Y9 KOIE'. 19 G GALV. STEEL DOUBLE END STILE YIN. ANGLE DIMENSIONS 3-1/4. 4 2-7/8. NPMRF Be M. rJ G YIN GAY. )EEL INIDN. STJ:. VERICA!/NCrt00NTAL TRACK 14' MAXIMUM SPACING INSTALLER C. 5114 _ / 15 G CALV. STEEL INTER JURCTON. TWD 1/4' 9OLT5 FROM LA)'MOUNRVG }N! fEA5EE7l�AD WM YDUNRNCTAFENEEI,HEIDPE. l 511 HINGEWfSiENEiI TM CENTER a NUTS FOR EACH TRACK. SLOT TO TPA'K ."Jl=N /(4) EACH 014A9/B' i1 7/1 UNI SHEET METAL SLNflYS. ADDITIONAL UCLWrING SLOTS l AS�R, ) PRODUCT REVISED 8 SPACED AT 12' CENTERS, BYIIdInB Coda IN NO PI ddO 0.1 DI" TRICK J' CAM STEEL TRACK FASTENED 14 G GALV. STEEL ROLLER HINGES FASTENED TO ENO NOlding 17�1018.14 \I\ IIAAA'A F TO:TAPFRED MGM TACK ATTACHED TO STILES W/(4) EACH /14s5/5' SHEET METAL 5CRM5' ON CENTDI TAPERER ANGLE WT11 OHE 1/{ti9/B' BOLT a AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE �wmion D 0221)2023 %0 rrr NUT AT EACH Y NTNG SLOT. N�GEN,gF'•ti 3- OA B-1/2- LONG STEM 6W- D:ARINO STEEL ROLLER. By No 83 Q8 r <cnou r ( Mlam a r ue onho "/Y •• iE !{• NE Y.' TMCN BOLT AND NUf AT EACH NOUNDNC SIDT LOCATION. PREPAPATON OF 'JAMRS BY OTJERS, PART NO.: N A A /6 ooOH VERTICAL DESIGN LOADS: +45.0 P.S.F. k -5�.0 P.S.F. / LTA `UF J�C`V �- NDONf K IENCIN / TOLERANCES RAMC ES — H� Tun 46wO VENDLDAO RATING TOLERANCES ,, _ c'o 3y " iN Na 6,3 7 0 4600 W 8 D P 4 6 OFIL O\N`N WelrtY f N45]-710-t89 C� ONF 5 15' A TAG POLES AT THE SAYE .0. +.0]t 1�ONALE\\`•' 10' DISTANCES AS THE Y TRACK BOMSRE 3-1/2'. 10'. 22', 74. 0� � s 005 DESCRIPTIONI 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) ]-t 46:. ETC.). ADDITIONAL LAC SCREM LOCATED AT IS', 257, a ,.CO00 . Z,001 DRAWN BY: SH GATE: I1/16/i SCALE: NTS pWG•u ENGINEER /z 6 a0TOM FROM BOT. TWO fA0 SCREWS ALSO LDGTED ABOVE D.W— = xl/r CHECKED BYE 91 DATE: tt/20/12 SHEET J OF 3 SIZE L TILTON, P.E . • . VER 01,1HOR60MAL TRACK JUNCTION. U.Nm Ma1N aLlwnMr FNS No. 6328 pm6mB ARC Ar AKMLR. DWG. NO.: 104764 VER: MD 4 3 2 1 1