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HomeMy WebLinkAboutProduct Approval 10/13/2017 Florida Building Code Online - BQS Home Log In User Registration Hot Topics Submit Surcharge i Stats @ Facts Publications FBC Staff BOS Site Map Links Search b USER:Public UserProductApproval Ia RU Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL7152-R6 Application Type Revision Code Version 2014 Application Status Approved I Comments Archived V i Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1307 robert.richardson@entrematic.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors j 165 Carriage Court Winston-Salem,NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer " Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Thomas L.Shelmerdine Evaluation Report Florida License PE-48579 Quality Assurance Entity Intertek Testing Services;NA,Inc. Quality Assurance Contract Expiration Date 01/01/2099 Validated By Steven M.Urich,PE `✓� Validation Checklist;,Hardcopy Received i Certificate of Independence FL71.52 R6 COI Statement of Independence 2015.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTM F588 2007 DASMA 108 2005 DASMA 115 2005 TAS 201 1994 I https:/Awm.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtZip8reVGFaAytoNQzQzOS4uupJw3P8%3d 1/3 I 10/13/2017 Florida Building Code Online TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 04/27/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Date Revised 09/26/2017 Summary of Products FL# Model,Number or Name Description 7152.1 Heritage(M950),Oak Summit(24 9'wide 24 Ga Heritage and Oak Summit 1000 and 2000 Ga only,M655) Models 950,9SOi,655,6155i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7152 R6 II IRC-9509-180-21 Drawina 7-10 FL Rev.Ddf Approved for use outside HVHZ:Yes Verified By:Thomas L.'Shelmerdine FL PE 48579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+51.1/-60.3 Evaluation Reports Other:Glazing is not available.Approved for use in HVHZ. FL7152 R6 AE Heritage doors with wood overlay.pdf FL7152 R6 AE IRC-9509-180-21 Evaluation Report 7-10 FL rev.odf FL7152 R6 AE Salt Sorav Test update FL 7152-R5.odf Created by Independent Third Party:Yes 7152.2 Heritage(M950),Oak Summit(24 9'wide 24 Ga Heritage and Oak Summit 1000 and 2000 Ga only,M655) Models 950,9501,655,6551 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7152 R6 II IRC-9509-169-15 Drawino 7-10 FL.Ddf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine FL PE 48579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+45.3/-51.2 Evaluation Reports erita Other:Glazing is not available.Approved for use in HVHZ. FL7152 R6 AE Hge doors with wood overlay.Ddf FL7152 R6 AE IRC-9509-169-15 Evaluation Report 7-10 FL rev.Ddf FL7152 R6 AE Salt Spray Test update FL 7152-115.0 Created by Independent Third Party:Yes 7152.3 Heritage(M950),Oak Summit(24 16'wide 24 Ga Heritage and Oak Summit 1000 and 2000 Ga only,M655) Models 950,950i,655,6551 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7152 R6 II IRC-9516-169-26 Drawino 7-10 FL Rev.Ddf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine FL PE 48579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+45.8/-49.3 Evaluation Reports Other:Glazing is not available.Approved for use in HVHZ. FL7152 R6 AE Heritage doors with wood overlay.pdf FL7152 R6 AE IRC-9516-169-26 Evaluation Report 1-10 FL rev.odf FL7152 R6 AE Salt Sorav Test update FL 7152-R5.pdf Created by Independent Third Party:Yes Balk Next i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:8502487-182 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 mail 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 emaiis 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 dick here. Product Approval Accepts: ; https://www.floridabuilding.orgipr/pr app dtl.asp>Oparam=wGEVXQwtDgtZip8reVGFaAytoNQzQzDSx3juupdw3PB`/*3d 213 I 1011312097 Florida Building Cade Online Safe I ' I { I, i i' a r 1. ' I ? i I i �m I, i I' I' 3/3 https://www.ftoridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDgtZip8reVGFaAytoNQzQz0Sx3juupJw3P8%3d , E � I r 10 BALL 7.16 GA END CAP BEN= STEEL HURRICANE 14CA.DURASAFE Tw FIXTURES ROLLER V/3'MIN STEM GA FLAG BRACKET ATTACHED TO WOOD _ CENTER HINGE ATTACHED _ JANE V/(4)V4•x 3/4' HEX HEAD SCREWS V/(3)S/I6 DIA.-X 1-5/8'LAG BOLTS AND TO ADIISTABLE ROLLER CARRIER 2' GA ITTrtATT TRACKBOLTS AM(4)1 1'-20 x S/B TRACK SPLICE ATTACHED V/(E)!/4'x VE• 7•S6 R1 ENO CAP BEHIND P FIIQURE ATTACHED V/ M CA GALV.COMMERCIAL BO.T L NUT PER BRACKET TOP AND BOTTOM FIXTURES '-.')' p)t/4• 3/4•FmI NERD SCREWS ADJUSTABLE SLIDE Top ROLLER BRACKET 2Ff k BRACKET ATTACHED VAM ATTACHED V/U)I/4• B V2'lBW,R-TRUSS ATTACHED - 1/4•x I/2'BOLT AND NUTS 3/4'HEX HEAD SCREWS 1{-'., Pi' V/(E)1/4'x 3/{•-- PER BRACKET HEX HEAD SCREWS AT .!♦TIES,. EACH CENTER STILE ��-.';� -• 24 MIA UN EXTERIOR SON -+. SPl10E TRACKS AT 1185 LOCATION C5 W 4)1/4'-20 TRACK SPLICE BOLTS @NUTS ./BAKED ON POLYESTER FINISHO. ( TYPICAL TOP FIXTURES uy CAO Bali JAMB WITH (3)5/18•dA x f-S/B' MLS BEE GABLE v DN PAtE 3 FDR S TYPICAL DURASAFE CENTER HINGEK,2 (SPLICE) RECOHBEMDED SECTIO!CONFIGURATILI •( M.T.S. (A 6/18'DIA x WED TO A AT BOLA S BRACKET 10 JAMB AT EA LIMB BRA(0(ET ' CD R-TRUSS PER SECTDIN 12 CA GALV.S EL STRE STIFFEMERS m G JAWS eRACIETS �I.�) 1 LOCATED IN HINGE HR.E(S) (TMECU@41 TATTA C EPl1 CH /BOLT/D:-20 NUT k�4 �) ON TOP SECTION ONLY N X1LCS FOR STRUT G 3 ATTACHMENT ACHME T OF STRUT F :l T14RMJ E �� I R. D 0„ B EE(TABLE 3)W PAGE 3 �� OR JAMB BRACKET SPACING TYPICAL STILE STIFFENER/c \ 7RgQ(CANFlOURATION FOR 9'9'UP To 14'TALL DOORS _ A H ., N.LS. �JJ S VE•N%19 GA, (3•R-TRUSS) GALV.STEEL R-TRUSS ATTACHED A V/CO V4'x 3/41 HEX HEAD FOR STILE PLACEMENTS TEE(TABLE DON PAGE 3 SCREWS AT EACH END STILE ("f� REFER TO iA})LE 4 ON PAGE 3 MID(E)1/4'x 3/4'HEX HEAD 16,-0,MAX FOR STRUT SPACING AT EACH CENTER STILE ; 03 I40A.DURASAFE ROLLER INSIDE ELEVATION ]IDOR TESTED WITH \ AT C ED V STRUTS CARRIERS ATTACHED TO R-TRUSS N.T.S. t RTE VENTS THAT />121 I'ID V/ V/(2)WS x 7/A•HER 14 GA.DURASAFE PROVIDE'VI.sq h<6E sq (B)V4•%3/4' HEAD SCREWS PER CARRIER END HINGE ATTACHED hFR(ap IONAL VENT)OF HEX HE SCREWS W(2)1/4'x 3/41 UNOBSTRUCTED AIR FLOW AT END AND CENTER 1fcV D609R01 ff RE11900L9 GATE [By E'IO HALL STEEL - HEX HEAD SCREWS EACH• CONT.STEEL RETAINER STILES HURRICANE ROLLER 1460.DURASAFE _ V/BOTTOM SEAL A A9WlBWTDBID M.'IS18.63&R5A®03/11/08 901 v/B STEM ROLLER FARRIERS ATia DEn THE METHOD OF TE511NG WAS IN SUBSTAN71Al CONFORMANCE B I1DAIDTD IB 370 IOfO/H DRC aa- ,I., TO END siSC W (3)V4•x 3/4• WgiF{THE PROCEDURE DESCRIBED W ASTM E330,E1896. SECTION A—A SIDE VIEW) Oi/OM/D AIB NEX HEAD SCREWS PER CARRIER N.LS ` C I®SRAA BMSIa00 E1996.F588 AND ANSI/DASMA'108.-115.THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS(5 FEET OF DOOR ,4ppp44BOEDEpq�, SLOE LOCK ENGAGES INTO VERTICAL WIDTH IN THE END ZONE.ROOF AT ANY SLOPE: ♦♦ IL TRACK ON,&MTM SIDES 5/8'EDN LARGE M I S S L E DESIGN LOAD MF Sj, e= ENGAGEMRR(SNAP LATCH,OR LDCK WIND SPEED MPH 218 198 1B8 180 173 +45.8 PSF SSS \��P d•�"EN• �� IS BAR-A BAR WT1RL4:)ATTACH V/(2)-U4'p - EXPOSURE LEVEL B C -- C D D - —49.3 PSFRl b�G $ D R-TRUSS)S)XA3/�SC D 3/{'NE%HEAD SCREWS MEAN ROOF HEIGHT 3D' ,5' 25' ,5• 25' IMPACT RESISTANT--- ;��:�PlG Q04857 TYPICAL DURASAFE END HINGE - - ------ 3 g y F STOP MOLDI:I& - D S -'-- ---/ — -'----. , -_-- -- --- '— -- - --- —-- - ----- --- - -- +: T �`bF •� 2 W/HFJfIBIE SEAL !?0 GA GALV,STEEL END STILE 5/I6•x 1 S/8 LAG-- _ _ - - -- - -- - - - p� � ��1.._ _ •(V�`._ ___ -___ __- 3 3/4'Nl (SUPPLIED BY INSTALLER) ATTACHED WITH(7)TDG-L-IAC CREW(1)PER 7•I6 GR END CAP BEHIND uRMPACT -) ,�% �•' \\ .. �I SOER®M TO DC AT SKIN AND(PJ JAND BRACKET I A R 10.• \\ r I m Eo GA.CENTER STOLES TOG-L-LOC AT BOTTOM RAIL TOP AND BOTTOM FIXTURES ,O' S ♦ (i THE TOP AND3'FOGA STRUT RESISTANCE N , (Q' O♦♦ ATTACHED WITH(E) ATTACHED W ♦ / ♦♦ ...... Tor 1➢P AND (1)7/76'dA (2)V4'%3/4' F1 418111171141%np♦ � BOTTOM RAIL AND ADHESIVE\ Bili REMBIFA HEX _ _ _ _ _ __ {. MER LS 15 13)VENTS - TO WTERODI FACE PER ROLLER AT END AND CESTILES '� 'r TWO(E)ROWS OF )/P >' EOWLS IS S0.RICHES 4U''�„y,-^a i41 •�4v)$ z�i i• y� • 165 CARRIAGE COURT WINSTON-SALEM,MC, 271CS VWAMAAR.CCH B•U-11 BaLL BMT134 BRACKET MODEL 950 HBRITAGB(24 GA)IODO,2000 2'OALV:STffl TRACK STEEL NIRRICANE 13 GA,THICK ATTACHED TRA(X TXICNAESS.OBS ROLLER V/S•HON STEN v/(»1/4'x 3/4• YODEL 665 OAK SUMMIT(24 GA)1000,2000 U 1/4-EO x 5/8-TRACK S 1/ECH X 18 GA O• CONT.VERTICAL JAMB 2%6 HEX WAD SCREWS OPTIONAL VENT pETAEL SHORT,LONG,FLUSH,AND OAK SOMKIN PANELS SPLICE BOLT AND MUT PER R-TRUSS) SOUTHERN VELLOW PINE 6 9)E MON ST OU OAIE 03AI M OAAIQIG pOYffp JAMB BRACKET (NO,2 OR BETTM) TRACK MOUNTING DETAIL TYPICAL BOSTON DRACKET 4 g I OMOT A91 DATE 1B/1y03 I IRC-9516-169-26 N.T.S. N.T.B. SEES 1 OF 3 I 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 INTERIOR OF GARAGE TRANSFERRED FROM THE DOOR. 366HBAJAMBS ELMAXIMUM DESIGN LOADS OF: + 4LS/FT & - 9RECEIVES B/FTMAX.WIDTH 16'0' 3.DOOR AND HARDWARE WILL BE DESIGNED;MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4.DOOR.SECTIONS SHALL BE 24 GA.(.0216)MIN.EXTERIOR SKIN DESIGN LOADS ROLLED FORMED, W/BAKED ON POLYESTER FINISH +366.4 LBS/FT 5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. -394.4 LBS/FT SEE NOTE 2 USE(1)5 1/2'R-TRUSS PER SECTION&(2)3'20GA STRUTS AT BOTTOM SECTION 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS i INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. LEY mom OF m= I OTE JOY WOOD JAMB ATTACHMENT TO STRUCTURE " 'D'ro�FBc��eMa�ae/It/oe9re B D'C+TJlroRC2D10 t0/IB/W1 Ofd 2%6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE C I®SRIIWB7DW$W}1 O2,/OF/TS 5/16•X 3•LAG SCRE;VS STARTING 6'FROM ENDS THEN 12'O.C.(1 L2'EMBEDMENT) P%6 VERTi p IAMB ATTR NN NT TO .000 PS}CONCRETEMAX SIZE HIL TI KVIK HOLT 3/B'%4'STARTING_6'FROM ENDS THEN 24.OL,(2 1/2'EMBEDMENT) IB'■14' MILT'SLEEVE ANCFD)R 3/8•-%2-3/4'STARTING 6'FRDM ENDS THEN 12'O.C.(l 1/4•EMBEDMENT) FI ,p0%� 'SH@I TX/6AMSETiRAL�MB(RU BOLTNT/8'X 4'S;ARTINGB V FROM ENDS THEN 22'D.C.(2 1/2•EMBEDMENT) DESIGN PLOAD `�� 5•,.�••••••,yI�C91� _ .. +45.8 PSF Z. . \GEAf$'•:p s - - - - - -- SIMPSON 1/4'K 3'TITEN SCREWS STARTING 6"FROM ENDS,'USE PAIRS 13F FASTENERS- - - -49.3 PSF It€-°' �' F '• _{ __ (3'APART)AT 8'RC.Q 1/2'EMBEDMENT) �1i a�tia'.` NO 0048579 ••� 6 ?ART)AT 8.O D.C.(St% EMBEDMENT)NG 6 FR@A ENDS,USE PAIRS OF e- r � 1ST 2AXT9 VERTICAL JAMB ATTACHMENT I TO GROUTEDMEWS n 90 B K(2000 PSI •RO rt) ��" W,��(r�.gQ -- -- -- ---- HILTI_SLEEVE ANG(DR.3/8__X_2_3/4'.STARTING_6_FR@1 ENDS THEN_14.O.C,(1.L4'__ r9,ry • EMBEDMENT)CORA LARGE FOR HOLLOW-C-90 _ _-_ _ ___ _ y -ST -- 7 LARGE MISSLE31 ra.;�•:� P,.' C C• s 1 = 1 -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE IMPACT RESISTANCE E IrCS"��HTQ.• o -PREPARATION OF WOOD JAMBS BY OTHERS Ecq O C Q •oO ��� 9 CONCRETE- - - HOLLOW'BLOC -- GROUTED BLOC — F"FL- - - STRUCTURE_ STRUCTURE STRUCTURE STRUCTURE ,�j�yy�/�' I ' 163 CARRIAGE CMRT VMSTM-SALE NQ 27165 VWANARRMN '. _ it MODEL 980 BERITAGB(24 GA)1000,2000 11 22-3� 1-1/2'MIN 4" MODEL 055 OAK S0621DT(PA GA)1000,2000 AVAILABLE TRACK CONFIGURATIONS ,PYP JAMB 3'MIN SHORT,LONG,FLUSH,AND OAK SOJIMIT PANELS SM DRO BY DU DAIS O/12/6T dUIp6lWI®i 81 CKOID BT AXI DATE mpyw IRC-9516-169-26 MI TABLE 1 TABLE 4 TABLE 2 Ceder Sub o1" DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION S.U. P9emaadROM l20Edo) DOOR SECTION HEIGHTS HEIGHT CONFIGURATION) """" PwdTyRa 7e1 zn 929 411 an em 711 TOP A,1 M7 am om M7 om Dm (in) HEIGHT BCM #2 #3 #4 #5 #6 IV #8 A B C I D E I F G H 1 T 13.-o Snort 25.210 49.4°6 71594 94.742 r i s- 4 ", mio �e x100°60.000 000 .> fid. �> sE 7,©�1(2 1030 8290 30. 00.000 09.315 13161" 2111 2111 2111 21" 21" 18 18" 211. Y 6 25.821 4&817 77.000 &5.1 178.378 7 41/2 7" 171/2" 381/2' 591/2" 76 1/2" 1x0 Imo 27.w49.e25 7x.000 W.375 „&700 ;p5 6.W`4,:1/2"AME F1,4ro.'1%2 22:,11.2.,7 5d 1M`6844J2.K t o n.," 'tlna. d M:ha 77,. Nd non 6:x67765 49.M 73.00 403 3 12.000 9s: 110.= 10.i1212 e 8' 41/2,, T' 17 1/2" 351/2" 53112" 71 1/2" 88 1/2"1 1r.2x 27.109 50.063 73.000 95.91IMM2 12 6 21" 18 18 -18 18" 18'' 18" 21111 17!2 ead 28,125 dB WO 8&439 I 675 8 6�* 411?, ?!sy 1X7,11/2 38112?'59112"77 1ft^s: 1s� 7 .i"ri k 4_4^1!2°; ilia LmnOM10 2&10�72 619B3836 ODD 9W6.e6 4 i,20e.725 ? Cl"�� .,>_, 21�"� 2'�'A,1111191"iLcl. IVII 832 9' 41/2" T' 141/2;; 32112" 501/2"1681/2" 861/2" 100 112" 714 BW 25.M 4&613 74,000 O&le8 772.375 11-e- 21" 21" 21" 19-119' 18" 21" f ;4iy�, 2]8 .340 3&00 am 995= 12&Ma ,(1 1 tti^ A 1 'a:.;�j{p,'. a.^:.. �fTt"" 4�12g,�`'W'r.'.6r7� 7>✓; W �S �-�12'£`:'Sr 1/+4tt V9 1f ..`!¢6!006 fwl` 2mgm 1 i"tet vVr:!� •.1 '716 26.34°SIATO 76.600 °& 172900 NQS sli?.Fj t �L,IV 0:�� �O +'»-+} 1 �,�'Y l: wp. . A4 k - 17:6 Be4C 2611x5 00.683 76.000 9&438 1 76 'B' `� _'' "•�. .. ...�, 10' 41/2" T' 171/2" 38 112" 591/2" 77 112" 95 1/2" 1121/2" 1x10 SW 2r 51.80 76.9°0 100.330 124.860 10'6' 21" 21" 21" 21-121" 21" 10�,� 4t1 jQ 7. rM fl2a1(2 8°1123;591 2,'3.$0 112,E1U,1 112 '('� a xr � 1}J8;1/2t WO 1xie Baa x6.625 51313 T190 6.M /B0oUM 1225.37673 1 c 1 'l 11 41/2 T' 171/2" 351/2" 531/2" 711/21' 891/2' 1071/211 124 1/2" iz109 SLC1"°" 20.69 6622.2500 77.000000 06&''1.750 023650000 58" 21" 18 18' 18" 18" 21" �14114.Gf Y3;1'f2"r. r 17 Y2 38X112:5 59x112'" T„1/ >"_C` 711' 113 1 1110 1/t_' 1X11° Baa'..27.,x5 52.°63 77.000 ,0,.636 12&86 p 78:11, y 95112"7.,. {2 7_2i 1310 5 78.000 1000 12& ,/V14 '�.$7 �p' 12 41/2 7' 171/2' 38112 591/2 801!2 1011/2 1191/2 1361/2 S 3511,2 ;531(211 x;1111? 61_l 612, 1 7112 :2 11^4 1}2 121 3.: 29:000 54 009 , : ,29.909 86' 214" 21p 2{11 1�8' 2T1 $= .. K"i.. ,3.12 101p 31.200 ., 78.290 ,07.800 i2&6001' ' '8? 1:';#�C2 �tY.p, 1� 1�'3 13'' 41/2" 7' 17112" 381/21' 59 112" 771/2" 951/2" 113112" 1311/2" 1481/2" +312 Bead 76.,25 0.5W 79.410 104.438 129.85 _�- s nz " n 0 i33'ie Ls�, x2-S-DO°MO-.400 W0000o ;06&16 0;'10.x26000 T 6 18" 18 18 18" 18 ;19#6, ;41112,; 67, >,A1;7"1`12 381!2",59112 801127;X10_4 1/2 7191/2 '127�l12sA �54 1%2 316 14' 41/2', T' 171/2" 381/2"169112" 801/2",1011/Z' 1221/2" 143112',1601/2'- Isle ShM 29.600 MA625 W 8313 001.29 ;0063.600 13222 M6 p X21 e 036 20.800 00 9 51.000 00 113t-oo 131ShW 1,x5 WAM MOM 106.006 132W �^ 1 L7;8 51t0R 30.600 00400 92.°00 , .800 1332°0 13+16 1009 31300 5&6M 6x900 107.3167327 rl 1316 Bead 28873 3x 813 .000 106.108,34.375 / 13110 Mn 31-380157.163 82.635 108.713 794.488 �`I 13110 Lap 31.3W 51.170 83.000 106.630 eW ` TABLE 3 13-10 Bead 12s 585W 83.000 7°&436 135.85 14'10 Snal 31.688 ST.763 83436 .1,0.,13 13&288 DOOR TRACK ATTACHMENT SPLICE i-4 WO asa sae°Mal�6m &:000 +� 6 137476 0 OF MM U� 8y HEIGHT A B C D E F G H 1 J K L M N S +e•:2 L V 9334069eTO 886.s.� ;;'.630 ae.� A lffR01(NMWRAA83e 0&PZAW10MA31fu CBA1106 5DI' .c 1 1 - sN ..,0 ry ,cD - 1 .. W4 B O .125 M 35900 111.938 136.878 B DDA�1DfMMO 10/0/11 DRC 6r S, r :3fw �1 ' )<2(>,138 �46Msc u X64 "?n .. ► -> klb�sl riaSR '#5:74 14:4 s m u3e9 s9.1m m 006 112.713 139.436 z:. . 7- 3" 14" 27" 38" 46" 56" 68" 76" 03;4 Baas 37.WM 50293 06&6.000 1,3 e9 140570 D ®s7DFTDB01m1�Da 8" 3' 274 . " „ ."R }fit{ 146 L.. 96 s4o 9i: a o=0° ni 0&300 iaaOW MB SIZg p0ooeiE688SHFgeB®000 1 1 n u n n 14'18 Bead 32,26 .500 00.00° 114. 141.873 pp Cj IL tfol-` Yp 8 3 14 27 38" 46 56" 68" 78 88" 14;8 S1wd 3318660.66 W.WO 175.313742 DES GN LOAD �ppR:pENg:;q pp�rl LOM x3118 60.612 96,x06 5&90° 109.694,31.169 1 ]e7 + s.3 •�o OG4857D'e 6 4 2 38 ._E ia1 63. V "~•. '�•' 94., 4 8 Boal 8292 W 319- .°00 111 1 .375 _ 9' 3" 14" 2T' 38" 46" 56" 68" 78' 88" 100" 4.109 1606 z&e68B0Q 61:2WB10 .1639 11900 1110.298,32400 154A00 Q { ,1 �.1 �J •��(�p!J /1�` 14.110 qd 33.726 01. 00. ,0.939 160,878 -t 1916 1 27 IS•'0 Shod 338.30 ,.935 89.930 ,.B 145.939 -.10' -3" 14"= -27 38"- 46" -56" 68--78 88'-'-100" - - -- 112"- , .300 60. 63300 17.00 1 .100 P E 1610 -ee4d 03.626 91.813 8°.00° 115.188 148.379 - - ---- - -- - - -- LARGE-MISSLE ' {;} 1�y p y �+,� 1 1��1 p 1 {,. s z snap 34566 9x.600 w. 1 ,3 73x366 YA.•.,;1,Y,�R.6J187 ' L{..t o &lV..,MR J5 �? r8 y90 VI 1 1 , :x 13. 461900 4 AM 69.900 .000 1,2700 134. , .1°0 SI-CT �,.••' ,o 11 3" 14 27' 38" 46 56 68' 78' 88 100' 110 124" 's 3. spa, 3`'26 9x:600 91.000 MO 79" 004,89300 130.415 400 1 RE STAN ood`SS/ON�1 a p�pp M R l to i _14'#Q2l4 38" R46 5 6" X68 7 882 1 0 ilk}'O J'112U= 130 ,d. 24.975 472M 09. 22.000 114.30 136.750 169.129 4' 1 8aD81887'8' A„ OCC ..a.--.t .. .., W.'. _ Q...,z.. £ +. _NW 1.. 34.625 03513-92000 120.689 149915- - - FL $n 12 3' 14' 27" 38' 49-156" 68' 78' 88' 100 110' 122" 136' We 51831 23'436 46.624 69.812 93.000 116.1 ,39.3 182. 1:�pry 746" 1.y}� p /� y �} 1{ 1418 Lenp 24.826 47.41° 70.300 93000 110.700 138.403 181.160 24.4326 47.417 y.�h1u4 VSO'i {t •4'SY 7' (NpFt"'�' ,p{0,i" 6�y u7 'tVBN��� /,3 rt12L,"]' 2i,i l s.4�,'n"14� H 15.8 Stmd x4.430 a]A24 7D.�6 Bl.m° H].788 140.376 100.584 W 13 3" 14 2T 36 " 56' 68' 78 88 100 114' 122' 134' 148" 418 "3.e 5.900 4&410 1.300 ea. "&7°°'29• '6x300 1518 Bead 23Q18 48.077 71.009 04.000 t&99!1139.W3 162976 '163 CARRIAGE COURT VMSTmf-S&CN.B.G 27105 WVAMARRi9M I fff"v i z�1 'W',14 If +, 1 7 fl '4�L A4 A N'; 617 Snm x5.498 4&624 1.612 W.-o 11&1 14.76 184.694 7t'!r t3Y,N a AMY" 68�d t:-8`, $ '�,QO.119g, 1� 2.,1 '•rn ,4,3. r1; 5,+ :F, 1299 x6351 e.8 72 7.e, 100.700 MODEL 960 D8E11'AGE 124 CA)10001 ¢ODO 00 14' 3" 14" 27" 38 56" 66' 78" 88" 100" 114" 122" 134" 146" 160" x342' 6,7 1506 89000 '1&'92 1 1.300 1611 76 SHORT LONG,,FLUSH,OAK TAND OAK) IsUMUT r MELS 1910 6n0d 7&436 &824 72812 9&0°0 119.188142370185. 16^.o 11.929 s3. 11.300 113.000 11&700,41.3°°164.100 SKWAVI BY UU DAB: 03/12/03 MAYA MATER ALL TRACK ATTACHMENT SPACING+/- 2"ALLOWED WITH SYP NO.2 OR BETTER ONLY ,svo Bea° 249x°4&41 12109 96.000 119.79T 149.500 187.975 00))OD BY AAE I DATE 07114/W IRC-9516-169-26 I 9417 3 9F 3