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Home My WebLink About16x7 9200 w6 14fbc 16107.43I J 0 Gl BRAND - EMBOSS TYPE SI ORT LONG FLUSH CLOPAY 9200, HDP20 9203, HDPL20 9201, HDPF20 IDEAL 8200 8203 8201 H❑LMES 7200 7203 7201 f --b'- A 2 SHEET: REVISIONS (1) 20 GA. BACKER PLATE BETWEEN EACH OF 4 REV. NO. ZONE: DATE: ECN 1\10. APPVD; DESCRIPTION EMBOSS LOCATION THAT CONTAINS A CENTER O3 - 2/11/13 - SH UPDATED TOP BRACKET REQUIREMENT. HINGE. ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B -B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) 16 GA. DOUBLE END STILES. MAY BE NOTCHED FOR LITES. I VIEW "B" (SEE SHEET THREE). VIEW "C" (SEE SHEET THREE). - —� A OPTIONAL OUTSIDE KEYED LOCK POSITION ILMAXf DOOR WIDTH = 16'-2" INSIDE ELEVATIONS DOOR HEIGHTCT�O SECTIONS LOCAT€ON OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 €N2 PER VEHICLE. VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. UP TO 7'0' 0 4 7'3' T ❑ 8 "4' 5 9'0' TO 10'6• 6 10'9' II Fd II' AI II �I �I dl II 11 1I AI PI IFII� II Ad II 11 II I! ,J II 1[II �1I1 it I kl I 11 p1 �1 T 15'9' 9 ]3, C €6'0" 10 MAS SECT:❑N HEIGHT: 21' 25' 15' 30' II it II 11 AI II BI I[ II I1 11 11 11 11 el I1 JI IA II II 11 — l tll 11 Il --77 II 11 it AI 11 AI el II 1f—_ --_FI kl II II_�....—._ill II II II II 11 II 1T1_":—=-7 11 pl II II IJ Itl Ik II it II 11 II IF ------ II ---------------- II 111 II II Il II 1 II II II 11 II 11 II II ------ '�--- ---- -- ---- - ----- - -- -- ---- -- ------- ---^- 16 GA. DOUBLE END STILES. MAY BE NOTCHED FOR LITES. I VIEW "B" (SEE SHEET THREE). VIEW "C" (SEE SHEET THREE). - —� A OPTIONAL OUTSIDE KEYED LOCK POSITION ILMAXf DOOR WIDTH = 16'-2" INSIDE ELEVATIONS DOOR HEIGHTCT�O SECTIONS LOCAT€ON OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 €N2 PER VEHICLE. VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. UP TO 7'0' 0 4 7'3' T ❑ 8 "4' 5 9'0' TO 10'6• 6 10'9' T 12'3' 7 12'6` T 14'0' 8 14'3` T 15'9' 9 ]3, C €6'0" 10 MAS SECT:❑N HEIGHT: 21' ' STATE: OF : 441 orf ; •., ( 0 R 1 I DESIGN ENGINEER: SCOTT HAMILTON, P.E. FLORIDA LICENSE Nn_ 6 THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WINO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CDNDIDONS: 1) ENCLOSED BUILDrNG, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 108. SITE—SPECIFIC CALCU,LATOONS BY A QUALIFIED DESrGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND SPEED (MPH) 160 165 175 185 201) EXPOSURE CATEG13RY $ C. id ]3, C. D ]3, C 13, C 13 MEAN ROOF HEIGHT 25' 15' 25' 15' 30' 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. GLAZING SHOWN IN TOP SECTION. SLIDE BOLT LOCK END ENGAGES INTO STILE. VERTJCAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED HANDLE. INSIDE SLIDE BOLT LOCK OPT€ON. SNAP LATCH ENGAGES ONTO VERTICAL TRACK_ ONE SNAP LATCH ON ,EACH SIDE OF DOOR. END STILE. ` INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION, END STILE. OUTSIDE HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK EAR LOCKING_ MANUFACTURING PRDDUCT COD: DSIU-1F171 DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. TEST LOADS: +57.0 P.S.F. & —63.0 P.S,F. HART NO.: N/A Unless Slated Otherwise TOLERANCES ore .0 = ±.031 I�p 8585 Duke Boulevard ket. N , 51 4509-0 US0 let. No_ 131 4501]-4$04 Bldlcf:lg Fro+ mis Company Fox No, 513-771)-4853 WINDLOAD RATING .00 = ±_015 .090 = t _095 _9000 = 7t.001 DESCRJPTION: 2" PUR COORS TO 16'2" (SEF TABLE FOR MODELS) DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. Degrees = t 1,12' CHECKED BY: SH DATE: 14,/12/12 SHEET 1 OF 4 57 11 rl 11 !I II IFI fl II IA IJ IA II le 11 II I" IP I: II it II 11 AI II BI I[ II I1 11 11 11 11 el I1 JI IA II II 11 — l tll 11 Il --77 II 11 it AI 11 AI el II 1f—_ --_FI kl II II_�....—._ill II II II II 11 SLIDE BOLT LOCK END ENGAGES INTO STILE. VERTJCAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED HANDLE. INSIDE SLIDE BOLT LOCK OPT€ON. SNAP LATCH ENGAGES ONTO VERTICAL TRACK_ ONE SNAP LATCH ON ,EACH SIDE OF DOOR. END STILE. ` INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION, END STILE. OUTSIDE HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK EAR LOCKING_ c m ■ 0 MANUFACTURING PRDDUCT COD: DSIU-1F171 DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. TEST LOADS: +57.0 P.S.F. & —63.0 P.S,F. HART NO.: N/A Unless Slated Otherwise TOLERANCES ore .0 = ±.031 I�p 8585 Duke Boulevard ket. N , 51 4509-0 US0 let. No_ 131 4501]-4$04 Bldlcf:lg Fro+ mis Company Fox No, 513-771)-4853 WINDLOAD RATING .00 = ±_015 .090 = t _095 _9000 = 7t.001 DESCRJPTION: 2" PUR COORS TO 16'2" (SEF TABLE FOR MODELS) DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. Degrees = t 1,12' CHECKED BY: SH DATE: 14,/12/12 SHEET 1 OF 4 SIZE Unless Stoted Otherwise cmmENSIO-NIS ARE IN Irtc"Es. [)WG_ No,: 104879—A/I3 VER: IBC c m ■ 0 If 4 BRAND EMBOSS TYPE SHDRT LONG CL❑PAY 9200, HDP20 9203, HDPL20 IDEAL 8210 82073 HOLLIES 7200 7203 C} ,HAM/ )' f R *' No 632YIF6 ••.• CCSTATE 4U O P •`� O R 1 O•+ DESIGN ENGINEER: SCOTT HAMILTON, P -E. FLORIDA LICENSE No. 6 3 ImLr FLUSH 9201, HDPF20 8201 7201 IMPACT -RESISTANT CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT- RESPSTANT, OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH PBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. SECTION B-B(IMPACT- RESISTANT GLAZING OPTION) /--'• DETAIL 'D' OF LAIL i} y �•� OPTIONAL DECORATIVE '' 2.25 � MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. (BETWEEN FRAME AND FACAI)E)- DECORATI4'E FRONT .FACADE. { STRUCTURAL SILICONE SEALANT r' (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISTANT CANE -PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED CE LEXAN (10) #8 x 3/4" PAM HEAD MACHINE SCREWS. SLX2432T FRONT FRAME & GLAZING - RESISTANT ASSEMBLY DETAILS D RAWI N G 104879-A SHEET= OF 4 REV_ NO,jZ0NE:1 DATE 033 1 — I REVISIONS ECN NO. APPVD: I DESCRIPTION - I - I SEE REVISION HISTORY ON SHEET ONE. STANDARD ASSEMBLY CONSTRUCTION: OPTIONAL DSB OR 1/8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLA.SKOLITE OPTIX OR LUCITE Cls APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WINE} LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC,/IBC). SECTION B -B (NON -IMPACT RESISTANTGLAZING OPTION FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. ROTE THAT STANDARD FRAME IS NARROWER THAN IIMPACT- RESISTANT FRAME_ F^ L25' --I GLAZING. -f MOLDFIJ INSIDE #8x1-3/4°' PAN LITE RETAINER. HEAD SCREW. STANDARD ASSEMBLY D ETA' -S DRAWING 104079-B MANUFACTURING PRODUCT CDDZI DSIU-1F171 DESIGN LOADS: +38.0 P_S.F_ & —42.€3 P.S.F. TEST LOADS: +57.0 P.S.F. & —63.0 P_S.F. A PART NO.: N/A Unless Stated 01herwise�� TOLERANCES are .0 = 1.031 85,85 Duke Boulevard Mason, DH 45040 USA Tel. No. 513-770-48@0 Buildng Products Company Fox No_ 513-770-4853 WINDL❑AD RATING W6� � C?[[�� .00 = i.015 .000 = + _005 .0400 = i _OOT DESCRIPTION: 2" PUR DOORS TO 16`2" (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. Degrees = f 1/2' CHECKED BY: SH DATE: 110/12/12 SHEET 2 OF 4 SIZE JLJ Unless Stated Otherwise DIMENSJONS ARE IN WCHES. 0WG_ NO.: 104879—A,/3 VER: IBC IN 0 .01 A I 0 BRAND EMBOSS TYPE SHORT LONG FLUSH CL❑PAY 9200, HDP20 9203, HDPL20 9201, HDPF"20 IDEAL 8200 8203 8201 HCfLMES 7200 7203 7201 HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) FASTENER TYPE MAX.F_ O.C. 2x6 VERTICAL JAMB 3 SHEET= REVISIONS 3 OF 4 REV. NO. ZONE: GATE: ECN NO. APPVD: I DESCRIPTION 03 1 - - - - I SEE REVjSION HISTORY ON SHEET 0 -NE. JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TD THE 2x6 VERTICAL SYP (GRADE J2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & —336 LB. PER LINEAR' FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PRCVIOE A FLUSH MOUNTING SURFACE. 4. A 113 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAI .IAMRS OR S4IPPnp7rArr CTPIPrTlIPPI FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON—CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS_ MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"" EXCLUDING STUCCO THICKNESS. DESIGN ENGINEER: SCOTT HAMILTON. P.E. m #14x5/8" SHEET METAL SCREWS 0 1/4"x3/4" SELF TAPPING SCREWS, 14 GA. END HINGES 18 GA. MIN, INTERMEDIATE HINGE VIEW "B" VIEW "C" URETHANE COI DENSITY 2.4 P.0 TONGUE AND GROOVE JOI#ti 4- 1 /4' L VIEW "D" 4" TALL TAPER STRU 0.057„ MIN. GALV. S 50 K'Sf. MIN. 27 GA (0.016" MIN_) EXTERIOR STEEL SKIN WITH G-40 MIN, GALV. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN - #1 4x5/8" KIN_ SECTION A—A (SIDE VfEW) SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIM OF DOOR. 12 GA. GALV, STEEL TOP ROLLER 4CKETS (2-1/2" x 5-3/8"). EACH %CKET ATTACHED 1W/(4) #14x5/8" SHEET AL SCREWS. ADJUSTABLE SLIDE ATTACHED TOP BRACKET WITH (2) 1/4"x1/2" BOLTS BUTS PER BRACKET. r GA_ (0.016" MIN.) INTERIOR STEEL SKIN -RAWING QUALITY) WITH G-40 MIN_ GALV., EKED -ON PRIMER AND A BAKED -ON )LYESTER PAINTED TOP COAT APPLIED TO 7TH SIDES OF STEEL SKIN. 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) #14x5/8" SHEET METAL AND (2) 1/4„x3/4" SELF TAPPING SCREWS. SEE VIEW "B" JE 4" T—STRUT PER SECTION. (SEE =W "D") EACH T—STRUT ATTACHED AT .CH HINGE LOCATION WITH (2) '4"x3/4" SELF TAPPING SCREWS. ;A. GALV. STEEL BOTTOM BRACKET ATTACHED (2) #14x5/8" SHEET METAL SCREWS. INUM EXTRUSION & VINYL WEATHERSTRIP. MANUFACTURING PRODUCT CODE DSIV -1F171 DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F. A PART NO,: N/A MAXIMUM 8385 Duke Boviev,ord IAnstNo {51 45644 USA Tel. No. 5H 4 5040 US6 � 1:1 Tel. 8 Ie w1 Products Comporry Fox No. 513-774-4853 WINDLOAD /RATING y� -00 = ±.015 .000 = ±.005 .0000 = ±.001 ON—CENTER I DRAWN BY: SH DATE: 9/'28/12 SCALE: NTS DWG, DISTANCE STEEL BUILDING TYPE FASTENER TYPE BETWEEN WASHERSFASTENERS* REQUIRED? BLOCK WALL 1/4" x 1-1/4" MIN. EMBED TAPCON CONCRETE ANCHOR 7-1/2' 1" O_D_ 3000 PSI MIN. CONCRETE 1/4" x 1- MIN. EMBED TAPCON CONCRETE ANCHOR 8-1 4' 1" O.D. 00 PSI MIN_ CONCRETE d3 8 X 1-3 91" MIN. EMBED WE -J -dT ANKH TITE SLEEVE ANCHOR 16-1 INCLUDED 4000 PSI SHIN. CONCRETE 3 X 1-3/4" MIN. Eme WEJ-IT ANKR TIT ANCHOR 24' INCLUDED WpOD Fi AME SYP 0. 5 SI 1 x SCREW ASTM A307 GRADE A 1-5/8" EMBED INTO STRUCTURE 17-3 4' 1 O.D. FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON—CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS_ MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"" EXCLUDING STUCCO THICKNESS. DESIGN ENGINEER: SCOTT HAMILTON. P.E. m #14x5/8" SHEET METAL SCREWS 0 1/4"x3/4" SELF TAPPING SCREWS, 14 GA. END HINGES 18 GA. MIN, INTERMEDIATE HINGE VIEW "B" VIEW "C" URETHANE COI DENSITY 2.4 P.0 TONGUE AND GROOVE JOI#ti 4- 1 /4' L VIEW "D" 4" TALL TAPER STRU 0.057„ MIN. GALV. S 50 K'Sf. MIN. 27 GA (0.016" MIN_) EXTERIOR STEEL SKIN WITH G-40 MIN, GALV. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN - #1 4x5/8" KIN_ SECTION A—A (SIDE VfEW) SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIM OF DOOR. 12 GA. GALV, STEEL TOP ROLLER 4CKETS (2-1/2" x 5-3/8"). EACH %CKET ATTACHED 1W/(4) #14x5/8" SHEET AL SCREWS. ADJUSTABLE SLIDE ATTACHED TOP BRACKET WITH (2) 1/4"x1/2" BOLTS BUTS PER BRACKET. r GA_ (0.016" MIN.) INTERIOR STEEL SKIN -RAWING QUALITY) WITH G-40 MIN_ GALV., EKED -ON PRIMER AND A BAKED -ON )LYESTER PAINTED TOP COAT APPLIED TO 7TH SIDES OF STEEL SKIN. 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) #14x5/8" SHEET METAL AND (2) 1/4„x3/4" SELF TAPPING SCREWS. SEE VIEW "B" JE 4" T—STRUT PER SECTION. (SEE =W "D") EACH T—STRUT ATTACHED AT .CH HINGE LOCATION WITH (2) '4"x3/4" SELF TAPPING SCREWS. ;A. GALV. STEEL BOTTOM BRACKET ATTACHED (2) #14x5/8" SHEET METAL SCREWS. INUM EXTRUSION & VINYL WEATHERSTRIP. MANUFACTURING PRODUCT CODE DSIV -1F171 DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F. A PART NO,: N/A Unless Stoted Otherwise TOLERANCES are .0 = ±_031 8385 Duke Boviev,ord IAnstNo {51 45644 USA Tel. No. 5H 4 5040 US6 � 1:1 Tel. 8 Ie w1 Products Comporry Fox No. 513-774-4853 WINDLOAD /RATING y� -00 = ±.015 .000 = ±.005 .0000 = ±.001 DESCRIPTION: 2" PUR DOORS TO 16'2" (SEE TABLE FOR MODELS) I DRAWN BY: SH DATE: 9/'28/12 SCALE: NTS DWG, Degrees = ± 1/2' CHECKED BY: SH DATE. 10/12/12 SHEET 3 OF 4 SIZE Unless Stoked OUherwise DIMENSIONS ARE IN irrcHES. I DWG. NO.: 104879—A/B VER; IBC FL��D PFt��LJ� �PF� ►L � X61 �' I N IN i 03 LLS] WA BRAND EMBOSS TYPE SHDRT LONG FLUSH CLOPAY 9200, HDP20 9203, HDPL20 9202, HDPF20 IDEAL 8200 8213 8201 HDLMES 7200 7203 7201 NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. 2" TRACK CONFIGURATION DOORS UP TO 800 LBS. f DOOR COUNTERBALANCE SYSTEM ' 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO 72 JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS 84" AND TO TRACK WITH (2) 1/4' RIVETS_ I -- r 10'-0 ca w AS RQI]_ SPACING NTE 14" Q -C. 132" 14"-4' 156" 1 6'--0180" 63" 2" GALV. STEEL TRACK, II TRACK THICKNESS: 0.083". cs mLa t,a r 38" TYP. 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS, _ z ATTACHED TO JAMB WITH (1) IL tm] 24" 5/16" X 1-5/8" LAG SCREW PER TRACK BRACKET. t- 1 fl" 3-1/2" 3" TRACK CONFIGURATION DOORS 800 LBS AND OVER. DESIGN ENGINEER: SCOTT HAMILTON, P.E ic 2 w x cr 0 0 0 II x t� w r to z z CL 0 HORIZONTAL TRACT{ SUPPORT BY DOOR INSTALLER (TO SUIT). NATE. TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. I SHEET: 4 OF 4 REV. NO.1 ZONE: I DATE 03 d -- JAMB CONFIGURATION DOORS UP TO 800 LBS. 1' DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB_ SEE 3" MIN. 'JAMB PREPARATION NOTE"- 2-1/2" OTE 2-1/2" X 12 GA GALV, STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" X LAG SCREWS NOT TO EXCEED 14" ON -CENTER. MIN. OF (9) LAG SCREWS REQUIRED PER JAMS - 2' GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACTS BRACKETS WITH EITHER (2) 1/4" DIA. RIVETS OR (1) 1/4" X 5/8" BOLT & NUT PER TRACK BRACKET. ,IAMB CONFIGURATION DOORS 800 LBS AND OVER.. f 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACT{ THICKNESS. 0.1€11'. ANGLE TJ4ICKNESS: 0-080'. HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8'. SUPPORT BY DOOR �,_VERT:ICAL/HORIZONTAL TRACK 14" MAXIMUM SPACINGG INSTALLER (TO SUrr). JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12' CENTERS. 12" ON CENTER 46" 34" `DNE. Y4" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION, 22" 10" 3-1/2" DOOR VERTICAL HEIGHT TRACK LENGTH 7'-0' 72 8'-0" 84" 9'-0" 96' 10'-0 108" 12'-0 132" 14"-4' 156" 1 6'--0180" 1 REVISIONS ECN NO. APPVD: I DESCRIPTION - - I SEE REVISION HISTORY ON SHEET ONE. OPTIONAL STOP MOULDING BY INSTALLER (10 SUIT). 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8". 7/16" LD_ ROUND 18 GA. GALV. STEEL CENTER HINGE PUSH NUT FASTENED TO SECTION W/(4) EACH FASTENER. #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 19x5/8' SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE- JAMB INGE 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. SECTION C -C PREPARATION OF JAMBS BY OTHERS_ 1" DOOR OVERLAP (EACH SIDE) LHR BRACKET (2-1/2" x 5-3/4" x 12GA) ATTACHED WITH (2) 1/4' x 3/4" SELF TAPPING SCREWS_ NOTE THAT LHR BRACKETS ARE ALSO USED WITH 'DOUBLE END STILE' AS SHOWN IN' ZONE B-3 SHEET 1. DOUBLE TRACK LOW HEADROOM OPTION (AVAIL FOR BOTH 2" AND 3" TRACK) DOUBLE HORIZONTAL TRACK. 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). "JAMB PREPARATION NATE".]�•, 16 GA GALV'_ STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2' WAFER SCREW_ END STILE DIM.: 5-3/4 X 2-1/8" X 3/8". 3-1/4" x 2-7/8" MEN. x 0.080' TAPERED ANGLE. SEE LAG BOLT MOUNTING AT TRACK 1$ GA. GALV. STEEL CENTER HINGE CONFIGURATION BELOW. 7/16" LD. ROUND FASTENED TO SECTION W/(4) EACH PUSH NUT 114x5/8" SHEET METAL SCREWS. FASTENER. 0.141" THICK 3" GALV. STEEL TRACK FASTENED-/ L14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS TAPERED ANGLE WITH ONE 1/4'x5/8" BOLT & AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. NUT AT EACH MOUNTING SLOT. 3" DIA. 8-1/2" LONG STEM BALL BEARrNG STEEL ROLLER. SECTION C -C MANUFACTURINIG PRODUCT CCPD PREPARATION OF JAMBS BY OTHERS. D I U-1 F 1% 1 DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. TES` LOADS: +57._0 P.S.F. & —63.0 P.S.F. PART NO.: N/A Unless Stated Othernise =8585 Duke 8oulevord WINDLEIA.D RATING � TOLERANCES are pTel. N , 51 -770 USA Tel. Tao_ H 4504 USA .0 = ±_031 861tfng Products Orimporry Fax No- 513-774-4853 DNE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME 4D = ±_015 DESCRIPTION: 2" PUR DOORS TO 16'2" (SEE TABLE FOR MORELS) DISTANCES AS THE TRACK BOLTS (LE, 3-1/2-. 10", 22", 34", .000 = ±.005 46", ETC.). ADDITIONAL LAG SCREW'S LOCATED AT 16." 28", & .0000 = ±.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DING. 44" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = ± 1/2' CHECKED BY: SH GATE: 10/12/12 SHEET 4 Of 4 SIZE VERTICAL/HORIZONTAL TRACTS JUNCTION. Untess Stated Otherwise DIMENSEQNS ARE 1N INCHES. DWG_ NO.: 144879-A/B VER: IBS: 2 IFLO"ODS � T P�� L� 1107 I it l�