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Home My WebLink About16'0 - 73, 76, 84A, GD5S W5m 'CLASSIC' RAISED PANEL :- BOSS DOORS MODELS 24 GA 24 GAS IDIS 25 GA 25 GA INS 1 25 GA 125 6A INS CLOPAY 84A, 94 -- 73, 75 1500, 194 76 76V IDEAL 4RST, 4F- 4RSF 6RST 6RSF 2RS7 -- HOLMES 413, 48B -- 42, 428 55, 55S -- -- SHORT PANEL LONG PANEL D - MODEL 4F IS FLUSH 3 DOOR HEIGHT ECTO❑NS 41 OF U -BARS UP TO 7'0' 4 8 7'3' T 8'9' 5 10 9'0' TO 10'6' 6 12 70'9' TO 12'3' 7 14 12'6' TO 14'0' 8 16 14'3' TO 15'9' 9 18 2 16'0' 10 20 15'0' TB 1612' 3 2 MAX SECTION HEIGHT: 21' 14'0' TO 15'14' 'CARRIAGE HOUSE' RAISED PANEL SHORT EMBOSS DOORS 'CARRIAGE HOUSE' 'CLASSIC' RAISED PANEL EMBOSS DOORS RAISED PANEL EMBOSS DOORS ] 1 SHORT PANEL 25 GA LONG PANEL 1,� DOOR WIDTH II OF INTERM. # OF INTERM. OF STD 91 OF COMM. # DOOR WIDTH STILE INTERM_ STILES OF INTERM. HINGES `GALLERY" STALES H]rtGES INTERM. INTERM. HOLMES 92' TD 9'10' 1 ] 9'2' T13 11'2' I 0 1 10'0' TO 11'10' 2 2 1174' TD 14'LO' 2 1 2 12"0' TO 13'10' 3 2 15'0' TB 1612' 3 2 3 14'0' TO 15'14' 4 4 SEE NOTE BELOW REGARDING EXTRA 16'0' TO 1b'2' 5 3 STILES ON LONG PANEL DOORS. 'CARRIAGE HOUSE' RAISED PANEL SHORT EMBOSS DOORS 'CARRIAGE HOUSE' OF INTERM_ # OF INTERK STILES HINGES STILES RAISED PANEL EMBOSS DOORS ] 1 MODELS 25 GA 25 GA INS 1,� CL❑PAY GD5S, GR5S GD5SV, GR5SV Building Products Um"my Fax No. 513-370-4853 `GALLERY" DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF .00 = x.015 HOLMES AR5S AR'5SV DATE: 1(26/96 SCALE; N"F4 'ARTISTRY' .0000 = t.00a Degrees = t 1/2' IDEAL 'CARRIAGE ED5S ED5SV HOUSE' Unless Stoted Otherwise DIMENSIONS ARE IN INCHES. DWG.. NO.: 101922 VER: IBC FLORMA SHORT PANEL 'CARRIAGE HOUSE' RAISED PANEL SHORT EMBOSS DOORS DDDR WIDTH OF INTERM_ # OF INTERK STILES HINGES STILES 92' TO YO'O' ] 1 10'2' TO 11'4' N/A N/A 13'6' T❑ 13'LO• 3 2 14'0' -0 16.'0r 5 3 THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE 'HIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HOS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/IDASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND 140 145 15C 1 160 1 175 B SPEED (MPH) 0 EXPOSURE B, C, D B, C, D 3, B. C B CATEGORY MEAN ROOF HEIGHT 25' 15' 1 25' 1 15' 30 7 �• ' No 2 S� STATE OF ' ZU . Ile R DESIGN ENGINEER= SCOTT HAMILTON, P_E_ 9 I SHEET- REVISIONS 1 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO. APPVD: DESCRIPTION 14 1 - 12/26/14 - I SFC ADDED CH AND LONG -PANEL MODELS - EXTRA STILES FOR LONG -PANEL MODELS. ADDITIONAL 18 GA. COMMERCIAL INTERM_ STILES REQUIRED AS NOTED ON THE TATTLES ABOVE. THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS OR (4) #8 SHEET METAL SCREWS. "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" A LONG PANEL ALSO APPROVED, SEE TABLES AT LEFT FOR DETAILS. OPTIONAL GLAZING MAY BE IMPACT -RESISTANT OR STANDARD (DSB OR BETTER). SEE SECTION B -B -ON SKEET TWO FOR DETAILS_ GLAZING MAY BE IN TOP OR INTERMEDIATE SECTION (SHOWN IN f/�/ INTERMEDIATE SECTION). SHORT GLAZING ONLY. --VIEW ,.B,. VIED' "C" C 20 GA. END STILES ATTACHED TO ODOR SKIN WITH PATENTED TOB -L -LOC SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOC -L -LOC SYSTEM. II TWO POINT LOCKING INTO TRACK, A OPTIONAL OUTSIDE KEYED LOCK POSITION. MAX. DOOR WIDTH 16'-0" INSIDE ELEVATIONS SNAP LATCH: ENGAGES ONTO VERTICAL TRACK_ LOCAyICN OF OPTIONAL VENTS. TOTAL ONE SNAP LATCH ON VENT OPENINGS: 64 IN' PER VEHICLE. EACH SIDE OF DOOR. SLIDE BOLT LOCK END ENGAGES INTO VERTICAL TRACK. STILE. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION. 14x5/'8" SHEET METAL SCREWS yo1/4"x3/4" SELF TAPPING SCREWS 0 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW .,B„viEW OUTSIDE KEYED HANDLE. END OUTSIDE STILE. HANDLE. "—INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION_ END ST'. --E. CK BAR GAGES IN ACK ON CH SIDE OF DOOR_ OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. MANUFACTURING PRODUCT CODE MIN 25 GA DOORS MPC PAN -21`153/S SHORT PANEL: PAN --21`153 LONG PANEL: PAN -2F156 DESIGN LOADS +32.0 P.S.F. & -32.0 P.S-F. TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A Unless Sinted Otherwise TOLERANCES nre MCI M iso Duke Boulevard klaxon, DH -770 ,800 Tel. 91ar_ '533-774-4804 VINDLOAD RATING .0 = ±_031 Building Products Um"my Fax No. 513-370-4853 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF .00 = x.015 _000= t.005 DRAWN BY: IAWMV DATE: 1(26/96 SCALE; N"F4 DtNC7. 13 .0000 = t.00a Degrees = t 1/2' CHECKED BY: -- DATE: -- SHEET 1SIZE Unless Stoted Otherwise DIMENSIONS ARE IN INCHES. DWG.. NO.: 101922 VER: IBC FLORMA PAGIDUCT PP-MOVAL 16546 1 0 m 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA IMS CLU,AY 84A, 94 -- _T3_ 1500. 1190 66 76V IDEAL 4RST, 4Fx 4RSF 6RST 6RSF 2RST -- HOLMES -- 48, 48B 42, 42B 55, 5 5 S -- -- SHORT PANEL LONG PANEL x - MODEL 4F IS FLUSH 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELSFGD5S, GArGD5Sv, A IIS CLOPAY GR5S GR5SV 'GALLERY' 85$5 Duke Boulevard �� Mason, CDH 4504 USO Tel. No. 513-170-4$06 HOLMES'ARTISTRY'5SSSV q = ±_031 Building Fradduets Cotvwy Fox No_ 513-770-4853 .00 = ±.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF I3DEAt 'CARRIAGE ED5S ED5SV HOUSE' DWG. Do�10 = t_aa1 Degrees = ±1/2" SHORT PANEL IMPACT—RESISTANT CONSTRUCTION: 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. THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA. BUILDING CODE AND INTERNATIONAL BUILDING CODE AND MEET 5 THE IMPACT --RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC), SECTION B—B IMPACT—RESISTANT GLAZING OPTION) DETAIL D' OPTIONAL DECORATIVE SNAP—IN INSERT. DA88J_ I IMPACT RESISTANT --` ONE—PIECE INJECTION MOLDED GE LEXAN �y SLX2432T FRONT FRAME do GLA71"G. T H�4A44} Oler No8 — ='t7' k��• x16 '•. STATE OF f+' • ' V q P � 4 DESIGN ENGINEER: SCOTT HAMILTON, P.E. FIORIDA LICENSE No. 6 I 2.85MLDLTIFURPOSE HIGH BOND TAPE (BETWEEN FRAME AND FACADE). f1FC-ORATIVE FRONT FACADE. STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAMEY POLYSTYRENE RETAINER FASTENED TO FRAME WITH (10) 98 x 3/4" PAN HEAD MACHINE SCREWS. IMPACT—RESISTANT ASSEMBLY DETAILS DRAVANG 101922-A SHEET: 2 OF 4 REV_ IN0.1ZONE:1 DATE 14 1 - REVISIONS ECN NO., APPVD: DESCRIPTION SH SEE REVISION HISTORY ON SKEET ONE. STANDARD ASSEMBLY CONSTRUCTION: OPTIONAL @SB OR 1/8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND 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 13-13 NQN—IMPACT RESISTANT GLAZING OPPO MOLDED INSIDE LITE RETAINER. FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE_ NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME. I—^i 1.25 #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE). STANDARD ASSEMBLY DETAILS DFtAVIING 1€11 922-B MANUFACTURING PRODUCT CODE MIN 25 GA DOORS, MPC PAN -2F153/ SHORT PANEL: F153 LONG PANEL: PAAN-2FN-2F1.516 DESIGN LOADS: +32.01 P.S.F. & -32.0 P.S.F. N/A TEST LOADS: +48.0 P.S.F_ & -48.0 P.S.F_ PART NO.: Unless Slated 04herrise TOLERANCES are 85$5 Duke Boulevard �� Mason, CDH 4504 USO Tel. No. 513-170-4$06 WINDLOAD RATING w 5 D P q = ±_031 Building Fradduets Cotvwy Fox No_ 513-770-4853 .00 = ±.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF .0001 = t .005 DRAWN BY: MWW IjATE: 1/26/916 SCALE: NTS DWG. Do�10 = t_aa1 Degrees = ±1/2" CHECKED BY: -- IIATE: -- SHEET 2 OF 4 SIZE LJ Unless Stated 01herwise DIMENSIONS ARE IN INCH€5_, DWG. NO.: 1601922 VER: IBC FLOR �� fr-ti1 P OUCT A �} PIN �j j� /� LI + ��J C ri `CLASSEC' RAISED ;PANEL EMBOSS DORS MODELS 24 GA 124 GA INSI 25 GA 125 GA ]NS 25 GA 25 GA INS CL❑PAY 84A, 94 -- 73, 75 €500. 196 76 76V IDEAL 4RST, 4Fx 4RSF 6RST 6RSF 2R5T -- HOLMES 48, 48B 42, 42BI 55, 55S -- -- SHORT PANEL LONG PANEL x — MODEL 4F IS FLUSH 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA 25 GA INS CLOPAY GD5S, GR5S GD5SV, GR5S'V 'GALLERY' HOLMES AR5S AR5SV 'ARTESTRY' IDEAL `CARRIAGE HOUSE ' E175S ED55V SHORT PANEL IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO ACCEPTABLE ALTERNATIVES: 1) THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY, THE BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE, SEE DETAIL BELOW, THE CENTER OF SCREW HOLE MUST BE AT LEAST y2" FROM BOTH EDGES FOR A 5/16" LAG SCREW - 2) IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS), A 2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENER'S MUST BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE PROPER FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE. VERTICAL JAMB ATTACHMENT CWOOD FRAME BUILDINGS): 3/8"x3" LAG SCREWS (1-1/2" EMBED) ON 4" CENTERS. 1-1/8" MIN_ O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE COLUMN: 3,/8"x3" SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON' 17" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (2,000 PSI MIN. CONCRETE) OR 8" CENTERS (C-90 BLOCK). 1" MIN. fO.D_ WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE- HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT (BUILDING CODES FOR THE LOADS LISTED ON THE DRAWING. DESIGN ENGINEER: SCOTT HAMILTON, P.E. FLORIDA LICENSE Na. 6 4 161 SHEET: 3 OF 4 IREV. NO.1 ZONE: I DATE 14 1 - - REVISIONS ECN NO. APPVD: I DESCRIPTION - - I SEE REVISION HISTORY ON SHEET ONE, 25 GA. MIN. G-40 GALV. STEEL SKIN WITH A BAKED -ON PRIMER AND A BAILED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS, 1# DENSITY POLYSTYRENE FOAM INSULATION 1-5/16" THICK WITH VINYL HAIRCELL BACKER (INSULATED MODELS ONLY). 3" TALL U -BAR, CK 20 GA. GALV. STEEL. MIN_ YIELD STRENGTH: 50 ISI 1 „7/8N 2 GA. GALV. STEEL TOP ROLLER RACKET. EACH BRACKET ATTACHED /(4) #14x5/8" SHEET METAL CREWS. BOTTOM OF SECTION: U -BAR PLACED ABOVE OF LEAF HINGE AS SHOWN_ 14 GA, GALV. STEEL END HINGE FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. TOP OF SECTION: U -BAR PLACED ON TOP OF LEAF HINGE AS SHOWN_ 3" TALL x 20 GA. GALV. STEEL U -BAR. -ONE AT THE TOP OF EACH SECTION AND ONE AT THE BOTTOM OF EACH 'SECTION - EACH U -BAR ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. 3 GA. GALV. STEEL 'BOTTOM BRACKET. TTACHED WITH (2) #14x5/8" SHEET METAL SCREWS _UMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A—A (SIDE VIEW 2 F L R1 10[PrL 0 U 7P° P �'i OWA L 16546 IN NO MANUFACTURING PRODUCT COD MIN. 25 GA_ DOORS, MPC PAN -2F153/6 DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. SHORT PANEL: PAN -211`15.3 LONG PANEL: PAN -2F156 PART NO.: N/A TEST LOADS: +48.0 P.S.F_ Se -48.0 P.S.F. Unless Stated Gtherrrise 8585 Duke Boulevard 1d1NDLOAD RATING TOLERANCES are Masan, OH -770 1850 I � Tel. Ala. 513-774 USA .0= f _031 806qq .�roducls Company Fax No- 513-776-4853 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF _40 = ±.015 0010 = ±.005DRAWN .4000 = ±.001 BY: MWW DA -E: 1/26/96 SCALENTS : .DWG. CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE Degrees = t 1/2' Uniess Stalled Otherwise CRMENSICWS ARE IN INCHES_ DWG. NO.: 1019.22 VER: IBC 2 F L R1 10[PrL 0 U 7P° P �'i OWA L 16546 IN NO 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 24 CA.[NS 25 GA 25 GA INS 25 GA 25 GA INS CLOPA'Y 84A, 94 -- 73, 75 150017. 190 76 76V IDEAL 4RST, 4F)K 4RSF 6RST 6RSF 2RST -- HOLMES 48, 48B -- 42, 428 55, 55S -- -- SHORT PANEL LONG PANEL - MODEL 4F IS FLUSH 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DDnRS MODELS 25 GA 25 GA INS CLOPAY GD5S,, GR5S GD5SV, GR5SV 'GALLERY' TO TRACK WITH (2) 1/4" RIVETS. NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES HOLMES AR5S AR5SV 'ARTISTRY' RATING OF THIS DOOR. IDEAL 'CARRIAG€ ED5S ED5SV HOUSE' 62"t4" 2" GALV_ STEEL TRACK, n SHORT PANEL 2" TRACK CONFIGURATION. ., R COUNTERBALANCE SYSTEM A GALV. STEEL FLAG BRACKET ATTACHED TO Unless Stnted Otherwise 8585 Duke 8ouleuard JAMB WITH (3) 5/16' X 1-5/ LACI SCREWS rAND TOLERANCES are TO TRACK WITH (2) 1/4" RIVETS. NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES C5 = AS ROD: SPACING NTE 30" O_C, NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. Y .000 = +.005 DRAWN BY: MWW DATE: 1/26/96 62"t4" 2" GALV_ STEEL TRACK, n TRACK THICKNESS: 0.060". SHEET 4 OF 4 SIZE B Y Unless Stated Olherwiise DIMENSIONS ARREIININCHES- DWG. NO.: 101922 VER -IBC 36IDi2' 7YP_ 2-1/2" x 12 GA (0.099'°) Da FL09L�11.=ti] ! �J �L'�1 P k.�'JL�1UU L�1�� `OVAL 1654" GALV. STEEL TRACK BRACKETS, z ATTACHED TO JAMB WITH (1) c 5/16" X 1--5/8" LAG SCREVI PER 0 TRACK $RACKET_ Lfi— l 10" — 3-1/2" Im 3" TRACK IS ALSO AVAILABLE_ tttt11T1ldl/df*� HAA414 0� NQ �. STATE OF .` Li 4ej s r DESIGN ENGINEER: SCOTT HAMILTON, P.E. SHEET= 4 OF 4 REV. NO. ZOITE: DATE 1 14 1 - - HOR12ONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). JAMB CONFIGURATION. 2x6 SYP WOOD JAMB- SEE "JAMB PREPARATION NOTE". 2-1/2" 71 12 G4 GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" k 1-5/$" LAG SCREWS. REVISIONS ECN NO, APPVD: I DESCRIPTION - - I SEE REVISION HISTORY ONE SHEET ONE. OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). 20 GA GALV. STEEL END STILE. —20 TGA. MIN. GALV, STEEL INTERM. STILE. 18 GA. GALV. STEEL CENTER HINGE 7/16" I.R. ROUND PUSH FASTENED TO INTER. STILES W/(4) EACH NUT FASTENER. #14x5/8" SHEET METAL SCREWS. 14 GA_ GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS AND (4) 1/4" SELF TAPPING SCREWS PER END HINGE. 2" GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS 2" DP, SHORT STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. WITH EITHER (2) 1/4" DIA_ RIVETS OR (1) 1/4" X 5/8" BOLT & NUT PER SECTION C- TRACK BRACKET. 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. DOUBLE TRACK LOW HEADROOM OPTION p1jL%DOUBLE HORIZONTAL TRACK. MIN. 25 GA DOORS MPC PAIN --2F153/6 DESIGN LOADS: +32.0 P.S.F, & -32.0 P.S.F. TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F_ MAMJFACTURING PRODUCT CGDE SHORT PANEL: PAN -21`153 LONG PANEL. PAN -217156 PART NO.: N/A Unless Stnted Otherwise 8585 Duke 8ouleuard WINDLDAD RATING TOLERANCES are SA 1 4�a0 800 1:I(lp�y Tel. N, 513-770-4800 Tel. Itb. 513 - 774-480Q 0= ±.031 Building Naduds Company Fax No. 513-770-4&53 :00 = ±.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF .000 = +.005 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG,.. .000D = t.001 Degrees = t1/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE B Unless Stated Olherwiise DIMENSIONS ARREIININCHES- DWG. NO.: 101922 VER -IBC 2 Da FL09L�11.=ti] ! �J �L'�1 P k.�'JL�1UU L�1�� `OVAL 1654" U M.