Loading...
HomeMy WebLinkAboutDesign EngineerA 4 ftfUDELS 27 GA SHORT27 GA FLUSH 27 GA LONG OPAY 4300, HDG 4301, HDGF 4310. HDGL NES 66. 66G, 6200 60. 6201 67, 67G, 6203 IDEAL SP200 SF200 SE20D D (1) 20 GA. BACKER PLATE BETWEEN EACH EMBOSS LOCATION THAT CONTAINS A CENTER HINGE. ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. —P A 0 rJcq ^� 0C zz 3 �..OF 4 a ."i"REV. NO.1 ZOI 03 - PTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B ON SHEET ��-fTYIO FOR DETAILS. (GLAZING SHOWN IN i INTERMEDIATE SECTION.) 1 fijPSEC, !0.9' TO 12'3' 12'6' TO 1410' 8 14'3' TO 1519, 9 i6'0' 10 HAT SEC-nUN HEIGHT. 21' DESIGN ENGINEERI n W � 16 GA. DOUBLE END STILES. MAY BE NOTCHED FOR LITES. VIE1Y .0" (SEE SHEET THREE), VIEW "C" (SEE SHEET THREE). TWO POINT LOCKING INTO TRACK. 2 � 1 REVISIONS DATE: ECN N0. APPVD: I DESCRIPTION SH I UPDATED TOP BRACKET REQUIREMENT. GLAZING SHOWN IN TOP SECTION. 1 1�rr A -anti W. - —�- A OPTIONAL OUTSIDE KEYED LOCK POSfRON MAX. DOOR WIDTH = 16'-2` INCID Evp170Nt INNER BOTTOTopMBBRACKKEE7•.USED AS (1) 3-IN ROLLER CARRIER (P/N 0120394) USED WITH 3` TRACK. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. END SOLE. SLIDE BOLT LOCK ENGAGES INTO VEROCAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED ONE SNAP LATCH ON OR. EACH SIDE WEND HANDLE. STILE. CEED OR THE DESIGN FOR THE ULITU�LIIE WINDE SPEEDSIXSIEDSBEL04y ACCORDILOADS NG TO THE FLORIDA INt10E SLIDE BO LOCK OPTION. T 0 ITtID SNAP INSIDE HANDLE KEYED 0K WITH LaTGH LOCK OpRON. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF YADTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSII/G-9M 108. SITE —SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER, ULTIMATE WIND SPEED (KPH) 160 169 179 189 200 AEY C CATEGORY B, C, D B.C. D B. C B, C 8 MEAN ROOF HEIGHT 25, 1S' 2S' 15, 30' 3 L END SHLE. OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. DSIE-IF171 DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^ i ' statod OIMm)ra TOLERANCES am 8585 Duko Boub rd MN➢LOAD RATING LIjJ M. ON 45M SA s° •UJ�® A 0 4 t.031 Dift�� r Fes : S;3n° W 6 D P 3 8 U0 o t.016 Ooo o t.009 0000 DESCRIPTION: 2' EPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS DRAWN BY: SH DATE: 8/28/12 o t.001 D'9f°90 t1/r 1 SCALE: NTS DWG.D • --- -. . _ CHECKED BY: SH DATE: 10/12/1 SHEET 1 OF 4 SIZE J-J aSwt Um-*-laEs. DWG. NO.: 104724-A/8 VER: IBC _ 2 f �O11.10A PRODUCT DD UC T Qpp�OMQ� 16107 I C K A 4 MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG CLOPAY 4300, H➢G 4301, HDGF 4310, HDGL HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203 IDEAL SP200 SF200 SE200 ENGINEER, FERFIELD. P.E. 3 YG IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN"ACCORDANCE YIRH NIIRHO� R ASSEMBLAN YOVED cl INSTALLED IPLASTIC COMPLIANCE WITH THIS WITH MEETS THE LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL. BUILDING AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT, SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) DETAIL 'D' L4W4111YC SNAP -IN INSERT, —�— MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE alt�� UCTURAL SILICONE SEAWIT (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISTANT ONE-PIECE BLIECDON SOLOED GE LEN POLYSTYRENE RETAINER FASTENED TO FRAME WITH T SU(2432T FRONT (10) ill 3/4' PAN HEAD MACHINE SCREIVS. FRAME & GLAZING. IMPACT —RESISTANT ASSEMBLY DETAILS ®NAVR IMG 9 04724-A 4 � 3 2 SHEET. 2 OF 4 REV, 03 REVISIONS ECN NO. APPVD: - I SEE REVISION 1 DESCRIPTI01 ON SHEET ONE. UPHONAL DSB OR 1/8- ACYRUC WES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLLFE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2600. THE WIND ELOADE DOOR EQUIREMSENTSLOFITHEFLORIDAD IN CBUILDNGCE WITH THIS SECTION MEETS THE CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 Fee/IBC). SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAMIE IS HARROWER THAN 47CLAZIN\ PACT-RESISTANT FRAME. 129 GMOLDED INSIDE LITE RETAINER. §x3/4PAN HEAD SCREW (10 SCREWS PER LITE). STANDARD ASSEMBLY DETAILS DRAMPM 104724-0 IJ C 9 DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. DSIE—IF171 TEST LOADS: +6 .0 P.S.F. & -63.0 P.S.F. IPART NO.: N/A A TOLERANCES am �°DB® Bsas Duke BoWavaM bIN➢LOAD RATING ax No. 513�D";� �,,�6 DP38 ,0 - 1.031 RodLB FmT No. 613-TJo-4B53 .00 - f.016 DESCRIPTION: 2' EPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS .000 - t.005 DDDD - f.Dot DRAWN BY: wSH DATE: 9/28/12 SCALE: NTS D Dogre - ft/7 CHECKED BY. SH DATE: 10/12/1SHEET 2 OF 4 SWG.IZE B unkx, slaw OU,mta a0111sIots ARE ►V INCHES. DWG. NO.: 104724 A/B VER: IBC 2 FLOf�0DQ PRODUCT T APPROVAL 16107 3 _ 2 1 MODELS 27 GA SHORT 27 GA FLUSH 27 GA LDNG SHEET, REVISIONS CLOPAY 4300, H➢G 4301, HDGF 4310, HDGL 3 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION HOLNES 66, 6GG, 6200 68, 6201 67, 67G, 6203 03 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL SP200 1 SF2OO SE200 D RORlaoxrAL oP) JAMB (NO LOAD FR 11 ODOR) FASTENER TYPE (� MAX. O.C. li r 2x6 VERTICAL JAMB --� 121 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 11Q 1. R' 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 SETS A MAXIMUM DESIGN LOAD OF +304 LD Jt -336 L0. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MY BE (BUT ARE NOT REOU18ED TO BE) COUNTERSUNK TO PROVIDE A 4. FLUSH /3 MOUNTING STRESS SURFACE. INCREASE FOR WAND LOAD WAS IM USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL IAMBS OR SUPPORONG STRUCTURE) :FF-ASTENERS' uUMCENTERANCE STEELBUILDING TYPE FASTENER TYPE WEEN WASHERSREOUIRFD7 i D.D. 3000 PSI MIN CONCRETE 1 h x 1 LIIN. FJlDEU TAPCON CONCRETE ANCHOR 0-1 4 0.0. An - SLEEVE CHO 1291 won -uta, SIR • AT t llvh MkomH b1mitnu AT Nu MORE IIAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED CLOPAY DOESNOTSUPPLY{J 8 ART ACHHUUIEENNP FASTENERS, MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/27, EXCLUDING STUCCO THICKNESS. ENGINEERI 4 SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. D 1.95' THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION INSULATION LAMINATED TO BOTH `� (1) 12 GA GALV. STEEL TOP ROLLER EXTERIOR AND INTERIOR SKINS. BRACKETS (2-1/2' x 5-3/6'). EACH BRACKET ATTACHED VI/(4) #14x5/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"xl/2" BOLTS AND NUTS PER BRACKET. TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN (DRAWING QUALITY) 1YRH G-40 MIN. GALV.. C BAKEO-ON PRIMER AND A BAKED -ON _4"— POLYESTER PAINTED TOP COAT APPLIED TO I BOTH SIDES OF STEEL SKIN. 4-1/4" 14 GA. GALV. ROLLER HINGE. EACH HINGE L FASTENED TO END STILES WITH (4) y14x5/6' VIEW "D" SHEET METAL AND (2) 1/4'0/4' SELF 4" TALL TAPER STRUT. TAPPING SCREWS. SEE VIEW "B'. 0.057' MIN. GALV. STEEL, 50 KSI. MIN. ONE 4" T-STRUT PER SECTION. (SEE VIEW 'D') EACH T-STRUT ATTACHED AT 27 CA (0.016' MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2) SKIN WITH G-40 MIN. GALV. BAKED -ON 1/4"0/4' SELF TAPPING SCREWS. POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. #144/8' SHEET METAL SCREIVS O 0 0 00 ° 1/4'x3/4' SELF TAPPING SCREWS. o 14 CEW 'El@ D HIN FIN F 18�EW C 'I ' ) I� C p e HINGE 3 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #144/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) DSIE-IF171 DESIGN LOADS: +38.0 P.S.F. & -42 0 P.S.F. TESF LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^ Uakea Stated OU,m). ®��® �� 6565 Duka Boulawd WINDLOAD RATING A TOLERANCES am re W. si3-770 �o W 6 D P 3 8 .0 a t.031 + Pox NO. 513-77 .00 t.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS .GDO a t.005 0000 a t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: Nib DWG. R Da9-9 a *1/7 CHECKED BY: SH DATE: 10/12/1SHEET 3 OF 4 SIZE L DIMENSlos ARE IN pies. DWG. NO.: 104724-A/B VER: IBC 21��00 G�3�DLa pf QDMC�� WPI OOVAL �I �� (0�7 D RORlaoxrAL oP) JAMB (NO LOAD FR 11 ODOR) FASTENER TYPE (� MAX. O.C. li r 2x6 VERTICAL JAMB --� 121 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 11Q 1. R' 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 SETS A MAXIMUM DESIGN LOAD OF +304 LD Jt -336 L0. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MY BE (BUT ARE NOT REOU18ED TO BE) COUNTERSUNK TO PROVIDE A 4. FLUSH /3 MOUNTING STRESS SURFACE. INCREASE FOR WAND LOAD WAS IM USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL IAMBS OR SUPPORONG STRUCTURE) :FF-ASTENERS' uUMCENTERANCE STEELBUILDING TYPE FASTENER TYPE WEEN WASHERSREOUIRFD7 i D.D. 3000 PSI MIN CONCRETE 1 h x 1 LIIN. FJlDEU TAPCON CONCRETE ANCHOR 0-1 4 0.0. An - SLEEVE CHO 1291 won -uta, SIR • AT t llvh MkomH b1mitnu AT Nu MORE IIAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED CLOPAY DOESNOTSUPPLY{J 8 ART ACHHUUIEENNP FASTENERS, MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/27, EXCLUDING STUCCO THICKNESS. ENGINEERI 4 SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. D 1.95' THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION INSULATION LAMINATED TO BOTH `� (1) 12 GA GALV. STEEL TOP ROLLER EXTERIOR AND INTERIOR SKINS. BRACKETS (2-1/2' x 5-3/6'). EACH BRACKET ATTACHED VI/(4) #14x5/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"xl/2" BOLTS AND NUTS PER BRACKET. TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN (DRAWING QUALITY) 1YRH G-40 MIN. GALV.. C BAKEO-ON PRIMER AND A BAKED -ON _4"— POLYESTER PAINTED TOP COAT APPLIED TO I BOTH SIDES OF STEEL SKIN. 4-1/4" 14 GA. GALV. ROLLER HINGE. EACH HINGE L FASTENED TO END STILES WITH (4) y14x5/6' VIEW "D" SHEET METAL AND (2) 1/4'0/4' SELF 4" TALL TAPER STRUT. TAPPING SCREWS. SEE VIEW "B'. 0.057' MIN. GALV. STEEL, 50 KSI. MIN. ONE 4" T-STRUT PER SECTION. (SEE VIEW 'D') EACH T-STRUT ATTACHED AT 27 CA (0.016' MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2) SKIN WITH G-40 MIN. GALV. BAKED -ON 1/4"0/4' SELF TAPPING SCREWS. POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. #144/8' SHEET METAL SCREIVS O 0 0 00 ° 1/4'x3/4' SELF TAPPING SCREWS. o 14 CEW 'El@ D HIN FIN F 18�EW C 'I ' ) I� C p e HINGE 3 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #144/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) DSIE-IF171 DESIGN LOADS: +38.0 P.S.F. & -42 0 P.S.F. TESF LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^ Uakea Stated OU,m). ®��® �� 6565 Duka Boulawd WINDLOAD RATING A TOLERANCES am re W. si3-770 �o W 6 D P 3 8 .0 a t.031 + Pox NO. 513-77 .00 t.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS .GDO a t.005 0000 a t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: Nib DWG. R Da9-9 a *1/7 CHECKED BY: SH DATE: 10/12/1SHEET 3 OF 4 SIZE L DIMENSlos ARE IN pies. DWG. NO.: 104724-A/B VER: IBC 21��00 G�3�DLa pf QDMC�� WPI OOVAL �I �� (0�7 121 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 11Q 1. R' 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 SETS A MAXIMUM DESIGN LOAD OF +304 LD Jt -336 L0. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MY BE (BUT ARE NOT REOU18ED TO BE) COUNTERSUNK TO PROVIDE A 4. FLUSH /3 MOUNTING STRESS SURFACE. INCREASE FOR WAND LOAD WAS IM USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL IAMBS OR SUPPORONG STRUCTURE) :FF-ASTENERS' uUMCENTERANCE STEELBUILDING TYPE FASTENER TYPE WEEN WASHERSREOUIRFD7 i D.D. 3000 PSI MIN CONCRETE 1 h x 1 LIIN. FJlDEU TAPCON CONCRETE ANCHOR 0-1 4 0.0. An - SLEEVE CHO 1291 won -uta, SIR • AT t llvh MkomH b1mitnu AT Nu MORE IIAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED CLOPAY DOESNOTSUPPLY{J 8 ART ACHHUUIEENNP FASTENERS, MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/27, EXCLUDING STUCCO THICKNESS. ENGINEERI 4 SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. D 1.95' THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION INSULATION LAMINATED TO BOTH `� (1) 12 GA GALV. STEEL TOP ROLLER EXTERIOR AND INTERIOR SKINS. BRACKETS (2-1/2' x 5-3/6'). EACH BRACKET ATTACHED VI/(4) #14x5/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"xl/2" BOLTS AND NUTS PER BRACKET. TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN (DRAWING QUALITY) 1YRH G-40 MIN. GALV.. C BAKEO-ON PRIMER AND A BAKED -ON _4"— POLYESTER PAINTED TOP COAT APPLIED TO I BOTH SIDES OF STEEL SKIN. 4-1/4" 14 GA. GALV. ROLLER HINGE. EACH HINGE L FASTENED TO END STILES WITH (4) y14x5/6' VIEW "D" SHEET METAL AND (2) 1/4'0/4' SELF 4" TALL TAPER STRUT. TAPPING SCREWS. SEE VIEW "B'. 0.057' MIN. GALV. STEEL, 50 KSI. MIN. ONE 4" T-STRUT PER SECTION. (SEE VIEW 'D') EACH T-STRUT ATTACHED AT 27 CA (0.016' MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2) SKIN WITH G-40 MIN. GALV. BAKED -ON 1/4"0/4' SELF TAPPING SCREWS. POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. #144/8' SHEET METAL SCREIVS O 0 0 00 ° 1/4'x3/4' SELF TAPPING SCREWS. o 14 CEW 'El@ D HIN FIN F 18�EW C 'I ' ) I� C p e HINGE 3 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #144/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) DSIE-IF171 DESIGN LOADS: +38.0 P.S.F. & -42 0 P.S.F. TESF LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^ Uakea Stated OU,m). ®��® �� 6565 Duka Boulawd WINDLOAD RATING A TOLERANCES am re W. si3-770 �o W 6 D P 3 8 .0 a t.031 + Pox NO. 513-77 .00 t.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS .GDO a t.005 0000 a t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: Nib DWG. R Da9-9 a *1/7 CHECKED BY: SH DATE: 10/12/1SHEET 3 OF 4 SIZE L DIMENSlos ARE IN pies. DWG. NO.: 104724-A/B VER: IBC 21��00 G�3�DLa pf QDMC�� WPI OOVAL �I �� (0�7 #144/8' SHEET METAL SCREIVS O 0 0 00 ° 1/4'x3/4' SELF TAPPING SCREWS. o 14 CEW 'El@ D HIN FIN F 18�EW C 'I ' ) I� C p e HINGE 3 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #144/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) DSIE-IF171 DESIGN LOADS: +38.0 P.S.F. & -42 0 P.S.F. TESF LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^ Uakea Stated OU,m). ®��® �� 6565 Duka Boulawd WINDLOAD RATING A TOLERANCES am re W. si3-770 �o W 6 D P 3 8 .0 a t.031 + Pox NO. 513-77 .00 t.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS .GDO a t.005 0000 a t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: Nib DWG. R Da9-9 a *1/7 CHECKED BY: SH DATE: 10/12/1SHEET 3 OF 4 SIZE L DIMENSlos ARE IN pies. DWG. NO.: 104724-A/B VER: IBC 21��00 G�3�DLa pf QDMC�� WPI OOVAL �I �� (0�7 C i F, 4 MODELS 27 GA SHORT 27 GA FLUSHaGALONGCLOPAY 4300, H➢G 4301, H➢GF HOLNES 66, 66G, 6200 68, 62 1 IDEAL SP200 SF200 2' TRACK CONFIGURATION MM' TRACK CONFIGURATION ABOVE THE TI005 UP TO 800 LBS. DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. UWER AIANCE SYSTEM ALV. STEEL RAG BRACKET ATTACHED TO H (3) 5/18' X 1-5e8' LOG SCREWS TRACK WITH (2) 1/4 RIVETS. 0 ACING NYE 14' O.C. CvLLV. STEEL TRACK, rMM ACK THICKNESS: O.Q83'. _9STEEL TRACK BRACKETS,GALV.ATTACHED TO JAIEB WITH (1) o /16" X 1-5/8' LAG SCREW PER RACK BRACKET'. 3' TRACK CONFIGURATION MM- TRACK CONFIGURATION ABOVE THE DOORS 800 LOS AND OVER. WIND 0 LOADNING RATINGS THIS ODOR. AFFECT THE DESIGN ENGINEERI I.1ARK WESTERFIELD, P.E. 4 3 SHEETI 4OF4 2 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). DOOR ODORS JAMR CONFIGURATION lIP TO 800 LOS HEIGHT 8- _ I' DOOR OVERLAP (EACH SIDE) - 2x8 SYP WOOD JAMB. SEE 3' MIN. - JA.ID PREPARATION NOTE'. 119. REVISIONS V NO.IAPPVD:l DESCRIPTION SEE REVISION HISTORY ON SHEET ONE. IONAL STOP MOULDING BY INSTALLER (TO SUIT). GA GALV. STEEL DOUBLE -END -STILE FASTENED VATH (1) $8 X 1/2' WAFER SCREW. I STILE DILL: 5-3/4 X 2-1/8' X 3/8. C 6. 2-1/2' X 12 GA GALV. STEEL—, TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/8' X 1-5/8' �D..UN.��F§14xti 1GALV. STEEL CEMFR HINGE LAO SCflEWS NOi TO EXCEED 14' ASTENED TO INTER. SHIES YT/(4) EACH ON -GETTER. MIN. OF (0) LAG FASTENER. /8" SHEET METAL SCREWS. SCREWS REWIRED PER JAMS. / 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH d14x5/8' C SHEET LIETAL SCREWS AND (2) 1/4' SELF TAPPING SCREENS PER END HINGE 2' GALV. STEM TRACK FASTENED TO 12 CA GALV STEEL TRACK BRACKETS WITH ETHER (2) 1/4' CIA. RIVETS OR 2' DL0. 7-1/Y LONG STEM, 10 SALL STEEL ROLLER WITH STEEL OR NYLON TIRE (1) 1/4' X 5/8' BOLT & NUT PER HANG REQUIRED FOR OVER 8' HIGH. TRACK BRACKET. SECTION C-C PREPARATION OF JAMBS BY OTHERS, ATTACHED WITHBRACKET ( (2)/1/4" x 3/4' SELF TAPPING SCREWS. NOTE TENT LHR BRACKETS ARE ALSO USED WADI 'DOUBLE END STILE' AS SHOWN IN ZONE B-3 SHEET 1. JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LpS AND MR. _ LOW NEADROOLL OPTION (AVAIL fOR BOTH 2' AND 3' TRACK) BLE HORIZONTAL 1' DOOR OVERLAP (EACH SIDE) — — �K• s- GALV. TAPERED STEEL TRACK AND ANGLE. TRACK 24 SYP WOOD JAMB. SEE ((( STOP MOULDING BY DOOR INSTALLER (TO SUIT). p THICKNESS: 0.101'. ANGLE THICKNESS: 0.080. HORIZONTAL TRACK JAMB PREPARATION NOTE'. 16 GA CALV. STEEL. DOUBLE -END -SOLE FASTENED WITH (1) QB X 1/2' WAFER I B MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR SCREW. END STILE DILL: 5-3/4 X 2-1/8' X 3/8'. OWAL TRACK 14' MAXIMUM SPACING INSTALLER (TO SUIT). 1/4' BOLTS FROM LAST MOUNTING 3-1/4' x 2-7/8' MIN. x 0.080' TAPERED VCH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING AT TRACK CONFIGURATION BELOW. ADDITIONAL MOUNIINO SLOTS SPACED AT 12" CENTERS. �12' ON CENTER 0' E A' TRACK BOLT AND NUT AT EACH UNTING SLOT LOCATION. DOOR VM- CAL IHEIGHTITRACK LENGTH 112'-O 131582" 4-0 -0 3 0.101' THICK 3' GALV. STEEL TRACK FASTENED TO TAPERED ANGLE TRACK ATTACHED TO TAPERED ANGLE V81H ONE 1/4'x5 8' BOLT & NUT AT EACH MINTING SLOT. RR ON75-1,1.6-x 1-5/8' LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2% 107. 22', 34% 48', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 187, 28, & 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE VEETTICAL/HORIZOWAL TRACK JUNCTION. II I 18 GJL GA.V. STEEL CENTER HINGE W7 16' I.D. ROUND FASTENED TO INIER. SOLES W/(4) EACH SN NUT Q14x5/8' SHEET METAL SCREWS. FASTENER. 73' A. GALV. STEEL ROLLER HINGES FASTENED TO END S W/(4) EACH ¢14x5/8' SHEET METAL SCREWS (2) 1/4' SELF TAPPING SCREWS PER END HINGE 8-1/2" LONG STEU BALL BEARING STEEL ROLLER. SECTION C-C NUFACTURING PRODUC' ON OF JAMBS BY OTHERS DSIE—IF171 SIGN LOADS: ±38.0 P.S.F. & -42.0 P.S.F. Unka SlalW ^� TOLERANCES © 85M Duke Boulevard xaa DIl � WINDLUAD RATING an t.031 ®(Mla of flodx4 Td Iro. s13 no 4mo W 6 D P 3 8 .0 o .00 a f.O15 .000 a f.005 Fax No. 513-TTO-48i3 DESCRIPTION: 2- EPS INS. DOORS TO 18'2' (SEE TABLE FOR MODELS 0000 a t.001 Degreas f I/T DRAWN BY: SH DATE: 9/28/12 SCALE: NIS DWG.R CHECKED BY. SH DATE: 10/12/1 SHEET 4 OF 4 ISIZE J-J DI MEENSIO s4 `ARE IN N" INCHES. DWG. NO.: 104724-A/B VER: IBC 2 f�0o G�ODLa PRODUCT lappn oow&L 16107