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Home My WebLink About18x7 amarr 3000M 11AM MMEMIAMI-DADE COUNTY - PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.uov/economv Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 .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 NCA 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: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 18'-0" Wide with Impact Resistant Windows APPROVAL DOCUMENT: Drawing No. HRC -1218-165-26-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 06/07/2007, with revision B dated 11/11/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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 LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, 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 NOA # 14-0414.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0505.23 Expiration Date: October 4, 2017 Approval Date: July 23, 2015 X01/1 xlv is Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted tinder NOA # 14-0414.11" Drawing No. IRC -1218-165-26-1, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 06/07/2007, with revision B dated 11/11/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted tinder NOA # 14-0414.11" 1. Addendum to Test Report No. ATLNC 1111.01-13 prepared by American Test Lab, Inc., dated 05/20/2014, signed and sealed by David W. Johnson, P.E. 2. 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) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 18'x 7' 24 ga steel garage door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 1111.01-13, dated 12/17/2013, signed and sealed by David W. Johnson, P.E. "Submitted tender NOA # 12-0228.09" 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 4. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted tinder NOA # 07-0820.05" 5. Test report on 1) Uniform Static Air Pressure Test, per FBC TAS 202-94, 2) Large Missile Impact Test, per FBC TAS 201-94, 3) Cyclic Wind Pressure Test Loading, per FBC TAS 203-94, along with marked -up drawings, prepared by American Test Lab, Inc., Test Report # ATLNC 0604.01-07, dated 06/30/2007, signed and sealed by David W. Johnson, P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI-07-T734, dated 06/26/2007, signed and sealed by Candido F. Font, P.E. G7 iS/?�►S Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0505.23 Expiration Date: October 4, 2017 Approval Date: July 23, 2015 E -1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitter) under NOA # 14-0414.11 " 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 12-0228.05" 2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.05" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to the 5'h edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. 07l5 /201$ Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0505.23 Expiration Date: October 4, 2017 Approval Date: July 23, 2015 E -2 AI IACHED W/ (2) 1/4" x BDLT G NUT PER BRACKET 2' 10 BALL STEEL 9.5' HURRICANE ROLLER V/ RETAINER FOR NON-THRI TYPICAL TOP FIXTURES N.T.S. 1 SEE TABLE FOR STILE JAMB BRACKET ATTECHED TO JAMB W/(I) 5/16' X LAG BDLT AND ATTACHED TO TRACK V/ (1) 1/4 X 5/8' SPICE BOLT 3 1/2' BACKERPLATE SKIN AT AND CENTER STILE 5 1/2'11 X 10 GA (5' R -TRUSS) ATTACHED V/(I) 1/4' X 3/4' HEX HEAD 14GA DURASAFE SCREW AT EACH HINGE AND (1) AT EACH CENTER HINGE ATTACHED HINGE LOCATION INTO BACK SKIN V/ (4) 1/4' x 3/4' 13 HEX BEAD SCREWS 18 GA. (5' R -TRUSS)_ - V/(5) 1/4' X 3/4' HEX HEAD ENDSTILES AND (2) AT EACH ATION INTO BACK SKIN 5 1/2'H X 18 _ TYPICAL DURASAFE CENTER HINGE(� /� T 1/(3) 1/4' X N.T.S. SL 3 3/4' HIR W/ hLLMULL SLAL SIDEROOH f /(SUPPLIED BY INSTALLER) 1/4' x 3/4'HEX INSIDE ELEVATION N.T.S. 2 X 6 SOUTHERN YELLOW PINE TRACK N.T.S DURASAFE ROLLER FRONT SKIN 24GA. 0022' HIN. IER ATTACHED TO BACK SKIN 27GA 0015 HIN .TILE V/ (4) 1/4' W/BAKED ON POLYESTER FINISI 1/4' HEX HEAD VS PER CARRIER \ LFREE EXPANDED POLYSTYRENE ISOLATION (0.05 PCF) 1/4' x 5 1/2'H X IB GA (33 KSI) GALV. STEEL R -TRUSS A77ACWD V/ (5) 1/4' x 3/4' AX HEAD SCREWS AT EACH END STILE AND (2) AT EACH CENTER STILE LOCATION ON . -:. ... ... 14 GA END HINGE ATTACHED V/ (2> (1) PER SECTION :S INTO '�► 1/4' X 3/4' HEX HEAD 5 1/2'H X ID GA (33 KSO IN BOTH SCREWS GALV. STEEL R -TRUSS ATTACHED IR LOCK W/ (3) I/4' x 3/4' HEX HEAD 4 W/(2) 2' 10 BALL STEEL 9.5' SCREWS AT EACH END STILE SCREWS STEH HURRICANE ROLLER AND (2) AT EACH CENTER STILE W/ 7/16' RETAINER FOR LOCATION NON -THREADED SHAFTS 3' x 20 GA (60 KSO STRUT ATTACIIED V/I/4' X 3/4' TYPICAL DURASAFE END HINGE � / ` HEX HEAD SCREWS j (2) AT EACH ENDSTILE, (2) AT EACH N.T.S. CENTER STILE LOCATION, AND (2) BETWEEN EACH CENTER STILE. LIFT CABLES -� r \CONTIM1WUS ALUMINUM EXTRUSION 3' 20GA. STRUT ATTACHED V/ 1/4' X 3/4' WITH CONTINUOUS VINYL ASTRAGAL HEX HEAD SCREWS (2) AT EACH ENDSTILE (2> AT EACH CENTER STILE LOCATION, AND SECTION A—A (SIDE VIEW) (2) BETWEEN EACH CENTER STILE BOTTUH BRACKET N.T.S. 13 GA THICK ATTACHED /(5) 1/4' X 3/4' y HEX HEAD SCREWS 4 a 2' 10 BALL STEEL 9.5' STEN HURRICANE ROLLER V/ 7/16' RETAINER FOR NON -THREADED SHAFTS 0DFSfKP11O1 OF FE)S1tiS DAR DY it 14 GA DURASAFE ROLLER CARRIER ATTACHED V/ (3) A LPoAIID TO FBC 2010 11/29/11 MR 1/4' X 3/4' HEX HEAD SCREWS 6 wo (VINO IRR .. •••4 cN -, H.T.S.MAX SIZE �• `,, SHFj�y ••• cu 18' x 14' o,,, p .eJ , 'oz DESIGN LOADS +42.0 PSF n1 •'� •' r.Ac -46.0 PSF n6 NO, 496 •� • ; urn E5 AT OF ; ea LARGE MISSILE i . � �, ••ROWC!P ' m IMPACT C rr O '• �,,.'•: BLL RESISTANCE R G E MISSILE FL9N IMPACT 2 arr 165 CARRIAGE COMT WINSTDN-SALEM, C 2 7105 VVWAARRCDRE I T Couc MODEL 1200 HERITAGE 3000 MODEL # 200 OAK SUMMIT 3000 A(Ive !° Short, Long, Flush & Oak Summit Panels / a WWI BY %W DATE 5/21/01 1 DBAW.4 IMM Y+p B MM BY N I OAK 6/07/07 IRC -1218-165-26-1 Alfan4 A'odurl SEEI I OF 4 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +378.0 LBS/FT & -414.0 LBS/FT - 3. DOOR AND HARDWARE \PILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.022) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS USE (1) 5.5" 18 GA R -TRUSS PER SECTION AND (1) Y 20 GA STRUT ON THE BOTTOM SECTION. 6. DOORS OVER (4) SECTIONS REFER TO TABLE 1 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR YAND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 14 GA. FLAG BRACKET ATTACHED TO WOOD JAMBW/ (3) 5/16 DIA. X 1-5/6' LAG BOLTS AND TO TRACK W/ (4) 1/4'-20 x 5/8' TRACK SPLICE BOLTS AND NUTS INTERIOR OF GARAGE MAX. WDTH 18'0' JAMB DESIGN LOADS +37&0 LBS/FT SEE NOTES I & 2 PAGE 2 -414.0 LBS/FT - SPLICE TRACKS AT THIS LOCATION W/ (4) 1/4'-20 TRACK SPLICE BOLTS & NUTS SECURE TO JAMB WITH (3) 5/16 DIA, X 1-5/8 LAG BOLTS ;D 5/16' DIA x 1-5/8' LAG BOLT ATTACHED T8 JAMB AT EA JAMB BRACKET 12 GA GALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4'-20 x 5/8' TRACK SPLICE BOLT & NUT SEE (TABLE 2) FOR JAMB BRACKET SPACING STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VERTICAL _IAMB ATTACHMENT TO WOOD FRAME STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 12' G.C. ( 1/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO 2,000 PSI CONCRETE HILTI KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN f0' OC, (1 1/4' EMBEDMENT) 1TW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 22' O.C. (2 1/2' EMBEDMENT) X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' O.C. 0 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CDN II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' D.C. (1 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BLOCK K21100 PSI GROUT> HILTI SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 6' FROM ENDS THEN 12' D.C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. ■PREPARATION OF WOOD JAMBS BY OTHERS AVAILABLE TRACK CONFIGURATIONS HOLLOW BLOCK STRUCTURE I-1/2= HIN 3' MIN GROUTED BLDC STRUCTURE - 4 I � /7/r'lGfIY P OMC1I REVISED S& 004VIyin& who 6Y Florida mw&e CO& Aoolyleeot Ivo I! i B1Y1_ Mind Pro+fiNCw&a WOOD WNCRETE STRUCTURE STRUCTURE I� 1/2' "IN 2-3/4' MIN 2X6 JAMB TYP. HOLLOW BLOCK STRUCTURE I-1/2= HIN 3' MIN GROUTED BLDC STRUCTURE - 4 I � /7/r'lGfIY P OMC1I REVISED S& 004VIyin& who 6Y Florida mw&e CO& Aoolyleeot Ivo I! i B1Y1_ Mind Pro+fiNCw&a YnC TV(TInM OPTIONAL LONG PANEL GLAZED SECTION R^TRUSS AND STILE LAYOUT N.T.S. / TMTFPMFT)TATF ,zFrTinw -11NT:S, OPTIONAL SHORT PANEL GLAZED SECTION R -TRUSS AND STILE LAYOUT 5 I/2' X 18 ATTACHED V/ (2) HEX HEAD SCREV7 R-TRUS1 RUSS SPACER SA H.TR-TR-T 5 1/2' ATTACHED 3/4' HEX AT EACH X E NN GLASS USED RAKROLON POLYCARBUNATE NANUFACTUREp DY BAYER / . A55' 6060 EXTRUDED ALUMINUM / / (H5078) HOT M IHPgCT EXTERIOR FRAME MANUFACTURE SECTION B -B IMPACT WINDOW DETAIL N.T.S. FRAME MAX. LONG PANEL IMPACT GLAZING FASTENER DETAIL N;T.S, 10-5, GALV STEEL INTERIM IMPACT WINDOW FRAME - GALV STEEL EXTERIOR IMPACT WINDOW FRAME V/.5' BITE OM a -ASS ORATIVE PLASTIC INJEC Wpy 27 GA STEEL DOOR SKIN -/7 DED EXTERIOR WINDOW F1RAHE- 24 GA STEEL DDDR SKIN-( BT x.069' EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRAME 2 3/16' X 1/2' SCREW - USED TU- FASTEN U.FASTEN THE STEEL EXTERIDR.IMPACT WINDOW FRAME TO THE STEEL INTERIOR IMPACT WINDOW FRAME 3.11/64' X 1/2' SCREW - USED TO fASTEN DECORATIVE PLASTIC MOLDED WINDOW FRAME .TO THE ASSEMBLY T REWSM 9 w4h m% Florida wo No 6-05N.2.3 PRODUCE REVmu u wmDFFhywM 6o Fluid% awmag Code AmevowimNn14441¢II I -18-1/B' DLp-1 IMPACT GLAZING FASTENER DETAIL N.T.S. GLAZING MEETS ASTM E1300-04 T.4 I DEWTM CF PF1LIXtS MTE BY 1 MATED 10 FBC 2010 lip/II in 3 Iwo la +... rn F�:...• a( �a MAX SIZE% .•T. l C.r�•��/l. `•f• ry IB' % 14'�z Ste;:....,;;• R e ESIGN LOADS •' .'+ _ `: • 3 -42.0 PSP LL.. �..."A • _/..: .. -40.0 PSF !" N 48 ?SI o ou 5 ARSE MISSILE �.R i'� �i /STA ,��p, �•+ 'R IMPACT '" C 'f •`.:�;'� ' ` ,;k RESISTANCE „15 f4 NT FL�,::..,.,...• �n 2a.rr 10 CARRIAGE 00.RT VINSTEN-SALEN, NG 27105 WVAMAWXOM MODEL"1200 HERITAGE 3000 MODEL 200 OAK SUMMIT 3000 Short, Lon , .Flush & Oak Summit Panels SD: I DRAM BY SKVj DATE 5/21/02 O9A100 RVM B OFOS BY DWI0.VE B/o1p1 IRC -1218-165-26-1 SFEI S (F 4 A s -y 3- '2 B' DLO 2. IMPACT GLAZING FASTENER DETAIL N.T.S. GLAZING MEETS ASTM E1300-04 T.4 I DEWTM CF PF1LIXtS MTE BY 1 MATED 10 FBC 2010 lip/II in 3 Iwo la +... rn F�:...• a( �a MAX SIZE% .•T. l C.r�•��/l. `•f• ry IB' % 14'�z Ste;:....,;;• R e ESIGN LOADS •' .'+ _ `: • 3 -42.0 PSP LL.. �..."A • _/..: .. -40.0 PSF !" N 48 ?SI o ou 5 ARSE MISSILE �.R i'� �i /STA ,��p, �•+ 'R IMPACT '" C 'f •`.:�;'� ' ` ,;k RESISTANCE „15 f4 NT FL�,::..,.,...• �n 2a.rr 10 CARRIAGE 00.RT VINSTEN-SALEN, NG 27105 WVAMAWXOM MODEL"1200 HERITAGE 3000 MODEL 200 OAK SUMMIT 3000 Short, Lon , .Flush & Oak Summit Panels SD: I DRAM BY SKVj DATE 5/21/02 O9A100 RVM B OFOS BY DWI0.VE B/o1p1 IRC -1218-165-26-1 SFEI S (F 4 TABLE I DOOR (Measured from Left Edge) 1st SECTION HEIGHTS 3rd HEIGHT Btm 1 #2 1 #3 #4 #5 B6 #7 #8 97.000 142.834 51 X272- -9810K . S21 gj": -24''+ --- 13-9- 21" 21"121" 21" 21" 18" W 21" "n 12'6" 21" W 18" 18" 18" 18" 18" 21" 12 0 t3-2 11'6" 21" 21" 21" 18" 18-1 18" 21 11 18;;;18 AMC An AV!,- �m 10'6" 211" 21"121" 21" 21" 21 2V; 1 _18":;18' 7 r 21.1 9F611 2111 1811 18" 18" 18" 21 9'.Q'. 18...18' - An Avl� -'J �m 8'6" 21" 21" 21" 18" 21" 7'6" 18" 18" 18" 18" 18!' �Ww 7w IK WV 1-2'1" 118" 1 18-f 121"1 1 11 TABLE 3 Se c I d1n 0 WidthPanel Type (ft) Center Stile Locations (Measured from Left Edge) 1st 2st 3rd (I (in) (in) -n) 50.272-`.9,7.-000 143.728" 51.168 97.000 142.834 51 X272- -9810K 144.728 52.168 98.000 143.834 1 16'18 1 Long 152.200 1100.0001 147.800 1 55.200 51.8001 157.7601 TABLE 2 DOOR I TRACK ATTACHMENT SPLICE HEIGHT 1 A1131C] DI EIFIGII-11I J K1 L ] N 8 7' 3" 114" 127" 46" 156" 168" 611-9991.31 f 1112" 1 1 111' 13"114"127"13&'146"156"168"178"188"1100"1110"1 I 1 1 124" 1 ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED WITH SYP NO. 2 OR BETTER ONLY FRWUCTReVJJIXU ON ompyhv wkb the no" Fkftng CQ& AcftjwwN014-q#f4,y Z2519�� T Miaw ph&- PM&O OL%*a