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Home My WebLink AboutPRODUCT APPROVAL STEEL PAN 4 3 Ar 2 1 'CLASSIC'RAISED PANEL EMBOSULONGPANE 'CARRIAGE HOUSE'RAISE➢PANEL EMBOSS DOORS SHEET, REVISIONS ' MODELS 24 GA 25 GA MODELS 25 GA 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 2 4A,94 73,75 CLOPAY GD5S,GR5S — - IDEAL 4RST,4Fm 6RST 'GALLERY' 18 5/19/16 SH REVTS�6D�'0 -OUi. HOLMES 48,4BB 42,42B HOLMES gRSS 19 - 11/16/20 - SH UPD Y 0 fi 0 F M SHORT PANEL 'ARTISTRY' — n IDEAL ED5S ®®E ® � ^NC� D ■-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' �I D SHORT PANEL LONG PANEL SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EAC EMBOSS [(3) STILES PER SECTION AT 9'0' WIDE]. EACH INTERM. STILE �® ��CI� ®� 9� OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE iel7 STANDARD OR IMPACT RESISTANT (ALONG CENTER). �� GLAZING. SEE SECTION B-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. MAX. STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 19-1/2'x16'. IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL DDOR HEIGHT q [IF # OF U-BARS GLAZING IS 21-5/8'x14-1/8'. PER SECTION, FIELD-INSTALLED WITH (4) #8 SMS (PER STILE). SECTIONS MAX DLO SIZE IS 18-1/2'01-, UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR �t 7'3' TO 8.9' 5 8 SKIN WITH PATENTED TOG-L-LOC il He Copy r/ 9'0' TO 10'6' 6 9 SYSTEM (TOP, BOTTOM, & CENTER). 10'9' TO 12'3' 7 11 SEE END HINGE 12'6' TO 14'0' 8 12 = ¢ m- 16'0' jr VIEW B.14'3' TO 15'9' 9 14 10 15 tr 0 MAX SECTION HEIGHTi 21' 0 0 INTERMED. HINGE imiSLIDE BOLT LOCK .0 C. ENO ENGAGES INTO D N STILE VERTICAL TRACK. ONE LOCK ON EACH SIDE OF w o DOOR. x� o� TWO POINT LOCKING p= INSIDE SLIDE BOLT INTO TRACK SNAP LATCH ENGAGES LOCK OPTION.ONTO VERTICAL TRACK. END END ONE SNAP LATCH ON WINSIDE B =__ _= OUTSIDE B --- -- HANDLE. LOCK BAR OPTIONAL OUTSIDE KEYED LOCATION OF OUTSIDE ENGAGES IN LOCK POSITION OPTIONAL VENT KEYED TRACK ON MAX. DOOR WIDTH = 9'-0' HANDLE EACH SIDE INSIDE ELEVATION OF DOOR. 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION, JOCK BAR LOCKING. #14x5/8' SHEET METAL SCREWS MANUFACTURING PRODUCT CODE SHORT PANEL, PAN-21`153 VAPE FAes\seolz\ec 1mn FL aA4.IPa 19f DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL* PAN-2F156 TESTLOADS: +57.0 P.S. pA�' NO.: NA& -66.0 P.S.F. / A 1/4'x3/4' SELF Unlese Stated Other.ae _CID 65B5 Duke Boulevard WINDLOAD RATING ~ TAPPING SCREWS TOLERANCES are PP Hawn,OH 45040 USA \./ .0- f.031 PORATI'D In No.5133--77700--46�53 VV 6 D P 3 8 .60 f.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE .000- d:.005 DRAWN BY: MIN DATE:3 15 95 SCALE: NTS .0000 m f.001 / / DWG.D DESIGN ENGINEER, VIEW "13 VIEW •C• Degrees- d:1/2 CHECKED BY: -- DATE:-- SHEET 1 OF 4 SIZE D SCOTT HAMILTON, P.E. UM_Stated Othentae FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 101348 -A/B VER: IBC 4 3 2 1 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS MODELS 24 GA 1 25 GA 1 25 GA MODELS 25 GA 25 GA 2 OF 4 IREV. N0. ZONE:I DATE: ECN NOJ APPVD:I DESCRIPTION CLOPAy 84A,94 73,75 76 CLOPAY GDSS,GRSS — 19 - - - - SEE REVISION HISTORY ON SHEEP ONE. IDEAL 4RST,4F- 6RST 2RST 'GALLERY' HOLMES 48,48B 42,42B -- HOLMES ARSS SHORT PANEL LONG PANEL 'ARTISTRY' — I➢EAL ED5S D D ■-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8-ACYRLIC LRES.AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLTTE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE-AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B-B (IMPACT-RESISTANT GLAZING OPTION SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION) C DETAIL'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT-RESISTANT FRAME 139 OPTIONAL DECORATIVE 225 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE A GLAZING 7--- MOLDED INSIDE IueeJ _ .LITE RETAINER UCTURAL SILICONE SEALANT #8x3/4' PAN HEAD SCREW (BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE). IMPACT'RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE�N (10)/8 x 3/4-PAN HEAD MACHINE SCREWS. p FRAME&GLAZING. B IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-8 MANUFACTURING PRODUCT CODE SHORT PANEL• PAN-21`153 LONG PANEL• PAN-2F156 vna[ru"�"°"�"°"ae°"«°.ia.l°a DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N/A A TEST LOADS: +57.0 P.S.F. & -66.0P.S.F. A Unla Stated ONerrim Ciop 8 8585 Duke Boulevard VINDLOAD RATING TOLERANCES.. 7 y .i90k 5i3-770-4U800 W 6 D P 3 8 .0 f.031 CORPORA 10 .No.513-77I}4853 .00 t.015 DESCRIPTION: CLASSIC AND CH RP-STEEL PAN SC +38/-44 PSF .600- d:.005 DESIGN ENGINEER, .DODO= d:.o01 DRAWN BY: MW DATE:3/15/95 SCALE: NTS DWG.R Degrees- t1/2 CHECKED BY. -- DATE: -- SHEET 2 OF 4 SIZE 1J SCOTT HAMILTON, P.E. Unlma Statad Dthentee FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES. DWG. NO.: 101348 -A/B VER: IBC 4 3 2 1 i i 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 1 25 GA 1 25 GA MODELS 25 GA 25 GA 3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAIDEAL RR g1 73,75 76 CLOPAY GD5S,GRSS — 19 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4F� 6RST 2RST 'GALLERY' HOLMES 1 48,4BB 142,42B HOLMES AR5S — SHORT PANEL LONG PANEL 'ARTISTRY' IDEAL EDSS 3"TALL U-BAR ■-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' -- I--2'THICK 20 GA GALV. STEEL DI SHORT PANEL LONG PANEL MIN. YEILD STRENGTH: 50 KSI D .1� 3" r VERTICAL JAMB ATTACHMENT (WOOD FRe1e1.E BUILDINGS): 3/8"x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY T BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL TOP VERTICAL JAMB ATTACHMENT (Gc90 BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"x3' SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS BRACKET ATTACHED W/(4) INCLUDED WITH SLEEVE ANCHORS. 14x5/8 SHEET METAL OR SCREWS. 1/4'x3'TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10' CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS. (C-90 BLOCK). 1' O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED-ON POLYESTER TOP COAT APPLIED TO 14 GA GALV. STEEL END HINGE C OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8' SHEET METAL SCREWS & (4) CONFIGURATIONS. 1/4' SELF TAPPING SCREWS. PREPARATION OF JAMBS BY OTHERS NOTE:THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND 3" TALL x 20 GA. GALV. STEEL U-BARS IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"0/4" SELF TAPPING SCREWS PER STILE LOCATION. B B 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. SECTION A-A (SIDE VIM MANUFACTURING PRODUCT CODE SHORT PANEL, PAN-21`153 V-\PE fles\seols\Hoellton fla LONG PANEL• PAN-2F156;aa DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. A A TEST LOADS: +57.0 PPART NO.: N/.S. . & -66.0 P.S.F..S.F. A UM—Stated Othe-17 _nIO 8 55B5 Duke Boulewrd VINDLOAD RATING TOLERANCES.e u Alaeon,OH 45M USA Tel.No.513-nO-4600 W 6 D P 3 8 .0 = d:.031 CORPORA 10 Fox No.513-n0-4853 .60 - f.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 f.005 DESIGN ENGINEER, .0000= d:.001 DRAWN BY: MW DATE:3/15/95 SCALE: NTS DWG.R Degrees- d:1/2 CHECKED BY: -- DATE:-- SHEET 3 OF 4 ISIZE 1J SCOTT HAMILTON, P.E. Uniasa Stated Othenise FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCH6.DWG. NO.: 101348 -A/B VER: IBC 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS 3300RS SHEET. REVISIONS MODELS 24 GA 1 25 GA 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 73,75 76 CLO 19 PAY GD5S,GR5S -- - - - - IDEAL 4RST,4ll 67 ST 211ST 'GALLERY' SEE REVISION HISTORY ON SHEEP ONE HOLMES 48,4BB 42,4211 -- HOLMES AR5S — SHORT PANEL ILONG PANEL 'ARTISTRY' IDEAL EDSS D ■-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' D SHORT PANEL LONG PANEL Im 2'TRACK CONFIGURATION, DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION, HORIZONTAL TRACK 13 GA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB WITH(3)5/16-X 1-5/8-LAG SCREWS HEIGHT 'L' INSTALLER(TO SUIT). AND TO TRACK WITH(2) 1/4-RIVETS. 2x6 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). NOTE'TRACK CONFlCURAT ON -JAMB PREPARATION NOTE-.�1.a ry. 20 GA,GALV.STEEL END STILE ABOVE THE DOOR OPENING GOES = AS ROD:SPACING NTE 30.O.C. NOT AFFECT THE WIND LOAD - '�. +.+� 20 GA MIN. GALV. STEEL INTERM. STILE. RATING OF THIS DOOR. � - 62-d:4' 2-GALV. STEEL TRACK, - TRACK THICKNESS:O.fiB3' - 2-1/2-X 12 GA GAIN.STEEL 1 TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6-X 1-5/8- 7/16-I.D. ROUND 18 GA.GALV.STEEL CENTER HINGE -L. - LAG SCREWS. PUSH NUT FASTENED TO INTER.SOLES W/(4)EACH CO3_ - FASTENER. /14x5/8-SHEET METAL SCREWS. 36-t2- TYP•2-1/2-X 12 GA GALV. C STEEL TRACK BRACKETS, - 14 GA. GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14x5/B- C' = ATTACHED TO JAMB WffH (1) - SHEET METAL SCREWS AND(4) 1/4-SELF TAPPING SCREWS PER END HINGE 0 5/16'X 1-5/8-LAG SCREW PER - 2'GALV.STEEL TRACK FASTENED TO TRACK BRACKET. - 12 GA GALV STEEL TRACK BRACKETS WITH EITHER(2) 1/4.OIA RIVETS OR 2-DIA.SHORT STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE 10- - (1) 1/4'X 5/8-BOLT do NUT PER BECKON C-C 3-1/2- - TRACK BRACKET. 6-0 JDAll PREPARATION OF JAMBS BY OTHERS, LHR BRACKET(2-1/2'x 5-3/4'x 12GA) ATTACHED WITH(2) 1/4-x 3/4'SELF TAPPING SCREWS. 3'TRACK IS ALSO AVAILABLE, DOUBLE TRACK LOW HEADROOM OPTION OUBLE HORIZONTAL. TRACK. B g MANUFACTURING PRODUCT CODE SHORT PANEL PAN-2F153 LONG PANEL:- PAN-2F156 Vi\PE files\seals\Hcitilipn FL arlgJpg DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO: N/A A TEST LOADS: 57.0 P.S.F. k -66.0 P.S.F. A Unless Stated Morelos Cho 8585 Duke Boulevard VINDLOAD RATING TOLERANCES—e Maeon,OH 45M USA \•/ .0 t.031 FORA 10 To No.5133--7700--44853 VV 6 D P 3 8 .60 f.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF 000 - d:.005 DRAWN BY. MW DATE: 3 15 B5 SCALE- NTS DESIGN ENGINEER, D000- d:.001 / / DIZE Dogmas- tt/2 CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE WG L SCOTT HAMILTON, P.E. Unl®Stated Othanise FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 101348 -A/B VER: IBC 4 3 2 1