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HomeMy WebLinkAboutAPPROVED, PRODUCT APPROVALA B C D 4 'CLASSIC' RAISED PANEL ENBOSS DOORS MODELS |24 GA 25 GA 25 GA 24 GA C_OPAY 184A. 94 73, 75 76, 75L 98 IDEAL 4RST 6RST 2RST 4F 42. 428 0 HOLMES -111 01 »1 E-' A C I * W ZI C 88 :,O 48. 488 41 SHORT 9·2 10'0 12·0 14'C 16'0 LONG FLUSH 6 d t/ 3 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS CLOPAY 'GALLERY' HOLMES 'ARTISTRV IDEAL 'CARRIAGE HOUSE· 3 25 GA GD55. GR5S AR5S ED5S SHCRT PANEL "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASS C" F---'-A LONG PANEL ALSO APPROVED. SEE T.AB_ES BELOW FOR DETAILS. 1 7/11»*1 -A- I , 1 -,1- M OFDOOR HEIGHT 1 SECTIONS U TE] 7'0· I 4 7'3· TD 8'9' · 5 9'0' TO 10'6· 6 10'9' TO Ic 7 12'6· TO 14'0' 8 14'3- TO 15'9' 9 16'0' 10 MAX SECT:ON HEIGHT. 21 'jilillillii//////'1/«S-=>Al No /6B28161 ./S g E 71 1- IL It 9 E 'L v /Ccigl:. STAT& OF .:dff -.>,;>eidilk<rfitjv i DESIGN ENGINEER SCOTT HAMILTON, P.E. i FLOR'DA LICENSE No. 63286 A \L F 10 0 I f 9- 111 1 L. 1/l 'll n 9-8 lit 41 -1"== ---t= 0 4 .Jit LC U SHEET: 1 OF 4 REV NO. 03 ZOAE. OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. ONLY SHORT -- GLAZING IS APPROVED. SEE SECTION B-B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) - r VIEW "8" (SEE SHEET THREE). mAA./ VIEW "C" (SEE SHEET THREE). 1 6 GA END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG- L-LOC SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED \ TOG-L-LOC SYSTEM. g AA §Ls' j 'L OPTIONAL OUTSIDE KEYED LOCK POSITION.IL MAX. DOOR WIDTH = 16'-2" 3 INS DE ELEVATIONS LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN12 PER VEHICLE. DOOR WIDTH -TOI 9·10 Ta 11 10 ' TO 13'13 ' TE 15·10' · TO :6'2· CLASSIC' RAISED PANEL EMBOSS DOORS SHORT PANEL ' LONG PANEL * Or INTERM. |4 OF STD STILES DOOR W]DTH INTERM. STILES (PER SECTION)<PER SECTION) 3 97 4 It·4' 15'0' * OF COMM. INTERM. STILES <PER SECTION) TO 11·2 I P TE 14'10 1 3 n 16'2 3 4 SEE NOTE BELOW REGARDING EXTRA STILES EN LONG PANEL DIORS. EXTRA STILES FOR LONG-PANEL MODELS. ADDIT]ONAL 18 GA. COMMERCIAL INTERM. STI -ES REQUIRED AS NOTED CN THE TABLES ABO'E. THESE COMMERCiAL CENTER ST[LES ARE ATTACHED M[DPD N- BETWEEN THE ExiSTING RESDENTAL CENTER STILES. COMMERCIAL CENTER ST LES ARE ATTACHED *ITH TOG-1-LOC (TOP & BOTTOM) OR (41 3/16" POP RIVETS OR (-3 #8 SHEET ME-AL SCREWS. L TWO POINT LOCKING INTO TRACK. <2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. (1) 3-IN ROLLER CARRIER (P/N 0120394) USED WITH 3" TRACK. CARRIAGE HEUSE· RAISED] PANEL EMBOSS DOORS SHORT PANEL 11 OF INTERM. If]02 WIDTH STILES <PER SECTION) 9·2' TO ID-0- 3 10·2' TO Hi'4'N/A 1.'6' TE 14·6' 5 14·8 TI 16'2' 7 END -1 , STILE. INSIDE SLIDE BOLT LOCK OPTION. THIS DOOR MEETS OR EXCEEDS ThE DESIGN LOADS FOR THE ULTUATE WIND SPEEDS L,STED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE iNTERNATIONAL BU LDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1 ) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BU'LOING'S END ZONE. 3) ANY ROOF SLOPE, AND 4) TEST NG IN ACCORDANCE WITH ANST/DASMA 108, SITE-SPECAC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFCER ULTIMATE WIND SPEED (MPH) EXPOSURE CATEGDRY MEAN ROOF HEIGHT 155 160 B. C, Bl B, C. D 25' 15' + 170 B. C 25· 180 195 B. C B 30' A 2 DATE: 6/24/13 ECN NO. &.031 i.015 t.005 1.001 +7/T APPVD: SH REVISIONS DESCRIPTION ADDED LONG PA\EL OPTION. ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & B™) AND URETHANE ADHESIVE (ALONG CENTER). 4 -- EXTRA STILES MAY BE STAND,Aq) (SHORT PANEL) OR COMMERCIAL (LONG PANEL). SEE TABLES BELOW. r GLAZING SHOWN IN TOP SECTION. 4 \ 0 0 0 0 40 0 0 1 0 0 10 0,-F GE. r r -L 8 n (11 1 D R SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON - EACH S]DE OF DOOR / SUDE BOLT LOCK r ENGAGES INTO VERT]CAL TRACK ONE LOCK ON EACH SIDE OF OUTSIDE DOOR.KEYED STILE. HANDLE. INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOC< OPTION. 1 AIIA 0 1 A OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG. 1/3 CHECKED BY: SH DATE. 1 1/20/12 SHEET 1 0: 4 SIZE unless Stated Otherwise DIMENSIONS ARE IN iNCHES DWG. NC.' 104710-A/B VER: IBC 2 [F[LORIDA IP[MODUCT APP[ROYAL 1 854}6 1 OUTSIDE HANDLE. 4 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. Unless Stoled Othe'wise TOLERANCES ore Elv£27 FESIHffE · DESCRIPTION:2" STEEL PAN DOORS 16'2 0 00 000 .0000 Degrees END STILE. LOCK BAR ENGAGESIN TRACK ON EACH SIDE OF DCOR. MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-2F 153 LONG PANEL: PAN-2F 156 PART NO.: N/A WINDLOAD RATING 4' 6 DP367 "W (SEE TABLE FOR WODELS) B A C D A B C D 6- 'CLASSIC'RAISED PANEL EMBOSS DOORS 1 2=24 GAMODELS | 24 GA 25 GA .GA CLOPAY 8zA. 9-, 73. 75 76. 75_ IDE·4RST | 6RST 2RST HOLMES 48, 483 | 42. 423 SHORT ,„%11111'ili,/, 2'1<UMU/< 2"4> /655150£Nli:pp*,4* Plj}12<fliA -*-0 { .002//1.] -- 59 STATE OF ..·.fusSolF -{.9. j].1.88» "''S/ONALSTJ "/,1,1,11 1%11" DESIGN ENGINEER: SCOTT HAMILTON. P E. FLOR'DA LICENSE No. 63286 t_ LONG FLUSH 98 4F -K 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODE-S CLODAY 'GALLERY' HOLMES 'ART:STRY' IDEAL 'CARRIAGE HOUSE' 25 SA GDSS, GRSS ARSS ED5S SHORT PANEL MPACT-RES I STANT COESTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH 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 AsPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612 THE ENTIRE DOOR ASSEVBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SUALL-MISSILE IMOAC- RESIS-A\T. SECTION B-3 (IMDACT-RES STANT GLAZING OPTION) 'V. DE-All 'D , ' -: DETAIL 'D' '* L. . OPTIONAL DECORATIVE :-225 - \MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. /L L*-3 (BETWEEN C RAN(E AND FACADE) DECORATIVE CRONT FACADE. 2 \ f us tr. 1.Ly /-STRUCTURAL SIL]CONE SEALANT /(BETWEEN STEEL SKIN AND FRAME). / ;MPACT RESISTANT -1 ONE-PIECE INJECTION MOLDED GE LEXAN SLX2432T FRONT FRAVE & GLAZING POLYSTYRENE RETAINER FASTENED -0 FRAME WiTH (10) #8 x 3/4- PAN HEAD MACHINE SCREWS. IMPACT-RESISTANT ASSEMBLY DETAILS DRAWING 104710-A 3 SHEET: 2 OF 4 + REV. NO. |ZONE: 03 1- 2 DATE: ECN NO.APPVD· SH REVISIONS 1 SEE REVISION HISTORY ON SHEET ONE. STANDARD ASSEMBLY CO\S-RUCTION: OPTIONAL DSB OR 1 /8 ACYRLIC LITES AVAILABLE. OPTIONAL ACRY- C GLAZING IS P_ASKOLETE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH BC/rBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE W'IND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE 11.(PACT RESBTANT REQUIREEENT FOR WINDBORNE DEBRIS REG,ONS (REr. CHAPTER 16 FBC/BC). SECT ON B-B (NON-IM°ACT RESISTANT GLAZING OPTION) MOLDED INSIDE LITE RETAINER. 2 DESCRIPTION FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN r IMPACT-RESISTANT FRAME. 125 D GLAZING --1 upi 3 #8*3/4- PAN HEAD SCREW (10 SCREWS PER UTE). STANDARD ASSEN'BLY DETAILS DRAWING 104710-8 MANJFACTURING PRODUCT CODE SHORT PANEL: PAN-2F 153 LONG PANEL: PAN-2F156 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS_ +54 0 P.S.F. & -63.0 P.S.F.PART NO.: N/A Uniess Sts:ed Other.,se 8585 D-,ke Bouteword WINILOAD RATING TOLERANCES are ..Clopay Tel. No. 513-770-4800 Mason, OH 45040 1.SA 0 = i.031 Buiking Products :Lorn(Jry Fox No. 513- 770-4853 \*6 DP36T 00 =2.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)1 000 = = .005 ]DATE: -'/19/12)SCALE. NTS DWG. B0000 - 2 001 DRAWN BY: SH Degrees = i 1/2'CHECKED BY: SH |DATE: 11/20/12SHEET 2 OF 4 SIZE Unless Stated OtherwiseDIMENSJONS ARE IN INCHES. DWG. NO - 104710-A/B |VER: IBC [F[LOIRIDA IP[RODUCT APPIR©VAL 116548 A C B D A B C D 4 4.- 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS CLOPAY IDEAL HOLMES l 24 GA | 25 GA 84A, 94 73, 75 I 4RST 6RST 48.48B 42. 423 SHORT r HORIZONTAL (TOP) JAMB 2 (NO LOAD rROM DOOR) r FASTENER / TYPE 2 x6 VER-ICAL JAMB 4 MAX. O.C. 25 2RST GA 75L 2z GA 98 4F LONG FLUSH _-----illill:---13.- - -- b 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS CLJPAY 'GALLERY' HOLVES 'ARTISTRY' :DEAL 'CARRIAGE HOUSE' 2*6 JAMB TO SUPPORTING STRUCTURE ATTACH!.IEN (NO- TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2*6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 3 25 GA G)55, GROS APSS ED55 SHORT PANE' JAMB TO SUPPORTING S-FRUCTURE ATTACHMENT SHEET: 3 OF 4 NOTFS: 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD Or +288 LB & -336 18. PER LINEAR FOOT OF 34/AB 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PRO'ADE A FLUSH MOUNTING SURFACE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NQI USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. MAX MUM ON-CENTER DISTANCE BETWEEN . FAS-ENERSBU LDING TYDE 'ASTENER TYPE BLOCK WALL 1/4- x 1-1/4" MIN. EMBED TA.I)CON CONCRETE ANCHOR 7-1/2" 3000 PS] MIN. CONCRETE 1/4" x 1" VJN. EVBED TAPCON CONCRETE ANCHOR 8-1/4" 2000 °S! MIN. CONCRETE 3/8" X 1-3/4" MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 16-'/2- 4000 PS[ MIN. CONCRETE 3/8" X 1 -3/4" MIN EMBED WEJ-IT AN<R TITE SLEEVE ANCHOR 24- WOOD FRAME (SYP 055 SG) 1/2- x 3- LAG SCREW <AS™ A307. GRADE A'> 1-5/8" EMBED INTO STRUCTURE 17-3/2- ' FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAX MUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DCES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK· 2-1/2"; EXCLUD]NG STUCCO THICKNESS. .%,ililli,„,//"2 -CS HAA,1/L ,-,43>ePS:-i'GE N *;:BP<b 2 .. V (p. Ir z 32 6818d I '·. g2* :1 4 b--** - -. 9'·., ST'A-rd OF l...02390/ki& 0 ''OR\© h.•·1:>'P"'Ze;Bir/2/434 i.'i,„,ilt/%.1,0 DESIGN ENGINEER: SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 3 STEEL WASHERS REQUIRED? 1. 0.1 1" O.D. INCLUDED INCLUDED 1" O.D. r- #14x5/8- SHEET METAL SCREWS044 0.1 3 i 1, Pd 1 4 04 Ipo )< 00; i 1 / \ ,>\L 1/4"x3/4" SELF \9/ 4.9/TAPPING SCREWS. 14 GA END HINGES 18 GA VIEW "B" + REV. NO. ZONE: DATE:03 - 2 --1 - 2" THICK 25 GA (0.019"MIN. THICK) DDS STEEL EXTERIOR SKIN -7 WITH G-40 GALVAN[ZING, BAKED-ON PRIMER AND A BAKED-ON POLY'ESTER PAINTED TOP COAT APPLIED TO BOTH S.DES OF STEEL SKIN.==V- 0 (MIN.) INTERMEDIATE HINGE VIEW "C" 1 REVISIONS ECN NO. APPVD: |DESCRIPTION - SH |SEE REVISION HISTORY ON SHEET ONE. »4"- 4-1/4"Ll-3 SHIP LAP JOINTS JLA VIEW "D 4" TALL TAPER STRU- 0.057" MIN. GALV. STEEL, 50 KSI. MIN. -J _ 1. (2) 12 GA. GALV. STEEL TOP ROLLER 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) 1/4'41 /2" BOLTS AND NUTS PER BRACKET. 14 GA. MIN. GALV. ROLLER HINGE. EACH O.HINGE EASTENED TO END STILES W/(4) 0 1114*5/8"SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "8". ONE 4" T-S-RUT PER SECTION. (SEE VIEW "D") EACH T-STRU-7 ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELY TAPPING SCREWS. Ll 2 GA. MIN. GALV STEEL BOTTOM BRACKET - ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. SECTION A-A (SIDE VIEW) MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-2F153 LONG PANEL: PAN-2F1 56 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F.PART NO.: N/A Unless Stated Otherwise 8585 Duke Boutevord WINDLOAD RATING TOLERANCES ore ':Clopay Tel. No. 513-770-4800 Mason. 0.1 45040 USA 0 = i.031 Build'ic -"dic:s CoTrvari>Fox Ne. 513-770-4853 \6 DP36T 00 = 2.015 DESCRIP-'0'N· 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MOwELS) 000 = 2.005 .0000 - 2 001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG. BDegrees = 1 1/9 CHECKED BY:SH DATE: 11/20/12 SHEET 3 OF 4 SIZE Unless Stcted Other/,seDIMENSIONS ARE IN INCHES- DWG. NO.: 104710-A/8 VER: iBC 2 [FIL©[R[i[GA P[Ft©DUCT APPER©VAL 11854(8 A B C D A B C D 4 'CLASSIC'RAISED PANEL EM30SS DOORS MODELS |24 GA 25 GA 25 GA CLOPAY 84A. 94 3. 75 :DEAL 4RST , 6RST 43LVES 48. 488 | 42. 23 1 SHORT NOTE. TRACK CONF,GURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE 'WIND LOAD RATING OF TH.·S DOOR. ' 2" TRACK CON-IGURATION DOORS UP TO 800 LBS. tE U LLI I 76. 75L 3" -RACK CONFIGLRATION DOORS 800 LBS AND OVER. 1%"lilli,/i"I'.HAM /4 24'....04#:52<b E N.2...p, % {tr =1.. S 0 3,*· STAI-E OF : LU+- .44. R ''b<9.4,0 1,0,.A #"', .9/0.1Stess"P 1 DESIGN ENGINEER: SCOTT HAMILTON, P.E. I FLORIDA LICENSE No. 63286 4 0 Z 5 I S 2 I CD 5 g .L" 2RST LONG 24 GA 98 4r FLUSH 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS 3 63"2" GALV. STEEL TRACK, - TRACK THICKNESS 0.083" -: 50- 3 _ MODELS CLOPAY 'GALLERY' HOLMES 'ARTSTRY' IDEAL 'CARRIAGE HOUSE' W.1- DOOR COUNTERBALANCE SYSTEM 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO - JAMB MTH (33 5/16« X 1-5/8" LAG SCREWS 31 AND TO TRACK WITH (2) 1/4- RIVETS. 3» AS ROD. SPACING NTE 14" O.C. 3-- 38"TYP. 2-1/2" X 12 GA GALV STEEL TRACK BRACKETS, ATTACHED TO JAMB WITH (1) 34- 24 5/16" X 1-5/8" LAG SCREW PcR TRACK BRACKE 3-10. *-3-1/2. NOTE· TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT ArFECT THE WIND LOAD RATING OF THIS DOOR R GHT -6" -0. 6" 9. 6" -0. -0. 6- 0" -6" -0. -0" -0. 6" 0" 6 25 GA GD5S, GR5S 70" 76" 82" 88" 94" -00. 106" 1'2" 118" 124 130" 136' 142" 148' 154" 160" 166" 172" 1 ·8" 164" ARES :LSS SHORT PANEL SHEET: 4 OF 4 HOR ZON, AL TRACK S JPPORT BY DOOR INSTA LER (TO SU ). JAMB CONFIGURATION DOORS UP 10 800 _BS.DOO , 'El 6. 7. 7' 8' 8' 9' 10' 1 C' 11' 12' 12' 13' 13' 14' 12' . A 15' 16' REV. NO. 03 7 ZONE:1 DATE:ECN NO. IL APPVD: SH REVISIONS 1 DESCRID-!ON SEE REV'GCN HISTORY ON SHEET ONE. 1 '. DOOR OVERLAP (EACH SIDE) - -STOP MOULDING BY DOOR INSTALLER (TO SUIT). 2 xS SYP'NOOD JAMB. SEE - 99.VV:GL UB_E END STLE"JAMB PREPARATION NOTE". ;k**'0¥303RN 20 GA WN. GALV STEEL INTERM. STILE.353><: 11 / ty BUit -sDEfo 71„ ., = 4 U STILE W/(4) EACH # 14*5/8- 18 GA GALV. STEEL INTER HINGE FASTENED TO CENTER WOOD JAMBS WITH 5/6- X 1 --5/8" IK»-CE[1CZ11&7 LAG SCRE*S NOT TO EXCEED 14" M'14 1 b SHEET WETAL SCREWS. ON-CENTER. MIN. OF (9) LAG ./ $l L 7/16"1. D. ROUND SCREWS REQUIRED PER JAMB. / PUSH NUT 2- GALV STEEL TRACK F.AS-ENED TO 1 12 GA GALV STEEL TRACK BRACKETS 1 4 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH # 14x5/8" WITH EITHER (2) 1/4" D A. RIVETS OR SHEET METAL- SCREWS AND {2) 1 /4" SELF TAPPING SCREWS PER END HINGE. (1) 1/4- X 5/8- BOLT & NUT PER TRACK BRACKET r DIA. 7-1/2 ' ElOVG STEM, 10 BA»L STEEL ROLLER WITH STEEL OR NYLON TIRE. SECTION C-C JAMB CONFIGURATION DOORS 800 LBS AND OVER.CENTER HANG REOU!RED FOR31- DDORS C·\'ER 8, .GH 1] | ' GALV. TAPERED STEEL TRACK AND ANGLE. TRACK ,k/- THICKNESS: 0.101 " ANGLE THICKNESS: 0.080:L HORIZONTAL TRACK WIN. ANGLE DIMENSIONS 3-1/4- x 2-7/8".SUPPORT BY DOOR INSTALLER (TO SUIT)VERTICAL/HORIZONTAL- TRACK '14" WAXWUM SPACING 1 JUNCTION. TWO 1/4" BOLTS - FROM LAST MOUNTING 1 & NUTS FOR EACH TRACK. .SLOT TO TRACK JUNCTION '11 11 CD LU I <D Z 0 34'· 22" 10'. 3-1/2" ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. - 12" ON CENTER CNE )1" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. DOOR VERT CAL HEIGHT |TRACK LENGTH 7'-0" 1 72 8'_0·· i 84 9'-0" 96" 10'-0. 108" 12'-0" 132" 1£-0< 156 16'-0- 180- 3 PREDARATION OF JAMBS BY OTHERS f DOOR OVERLAP (EACH SIDE) 2*6 SYP WOOD JAMB SEE 'JAMB PREPARATION NOTE" 3-1/4" x 2-7/8" MIN x 0080" TAPERED ANGLE. SEE LAG BOLT MOUNTING BELOW LHR BRACKET <2- 1/2' x 5-3/4" x 12(AA) ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH -DOUBLE END STILE" AS Sri,OWN IN ZONE 8-3 SHEET 1 DOUBLE 14) TRACK. HORIZONTAL STOP MOULDING BY DS,OR INSTALLER (TO SUIT)_33«A GALV. STEEL END STILE.18 GA. GALV. STEEL DOUBLE END ST[LE. Ta<c 0 GA MIN. GALV. STEEL INTERM STILE J 18 GA. GALV. STEEL ]NTER 11&66 [-*ipr SALE W/(4) EACH #14*5/8 ) _HINGE FASTENED TO CENTER 7/16" :D. F?bUND SHEET METAL SCREWS L PUSH NUTFASTENER L 1 4 GA. GALV. STEEL ROLLER HINGES FASTENED TO ENDjST]LES W/(4) EACH # 14*5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. L.LONG STEM BALL BEARING STEEL ROLLER. 0.10'" THICK 3- GALV STEEL TRACK rASTENED 1 TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1/4-*5/8- BOLT & NUT AT EACH MOUNTING SLOT. t ONE 5/16- x 1-5/8'" LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3- 1/2", 10", 22", 34", 46"'. ETC.). ADDITIONA. LAG SCREWS LOCATED AT 16: 28'. & 40- FROM BOTTOM.TWO LAG SCREWS ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. DOUBLE -RACK LOW HEADROSM OPT]ON <AVAIL. FOR BOTH 2 AND 3-TRACK) 3 DIA 8-1/2" SECTION C-C MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-2F 153 PREPARAT·ON OF JANIS BY OTHERS LONG PANEL: PAN-2F156 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: =54.0 P.S.F. & -63.0 P.S.F.PART NO.: N/A Unless Stated Otherwise ::Clopay Tel. No. 513-770-4800 8535 Duke Bou:eyard WINELOAD RA-ING TOLERANCES ore Mason, OH 45040 USA 0 - 2 03-Biliding Pradicis Compiny Fox k 53-770-4853 *6 DP36T 03 i 015 DESCRIDTTON:2 STEEL PAN DOORS 16'2"* (SEE -ABLE FOR MODELS) 000 f 005 0000 t.001 DRAWN BY. S«DATE: 1 1/19/12 SCALE: \TS 1 DWG. BDegrees = * 1/2'CHECKED BY: S-DATE· 11/20/12 SHEET Z Or 4 |SIZE Unless Roted Otherwise DIMENSIONS ARE IN INCHES. DWG NO.: 104710-A/B VER: IBC 2 FILORNDA PIRO[GUCT APPIROVAL 16546 A B C D .A....I