HomeMy WebLinkAboutEngineering 4 3 2 1
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET. REVISIONS
CLOPAY 4300, HDG 4301, HDGF 4310, HDGL 1 OF 4 1 REV. NO. ZONE: DATE: I ECN NO.I APPVD:I DESCRIPTION
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203 OJ 1 - 2/11/13 1 1 SH I UPDATED TOP BRACKET REQUIREMENT.
IDEAL SP200 SF200 SE200
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
D (1) 20 GA. BACKER PLATE BETWEEN EACH RESISTANT
DETAILS.LAN (SEE SECTION B N ON SHEET D
EMBOSS LOCATION THAT CONTAINS A CENTER FOR
HINGE. ATTACHED WITH DOUBLE SIDED INTERMEDIATE SECTION.)
ACRYLIC ADHESIVE TO BACK OF DOOR. A
n 1
ii li u � u It u t u u 1 u It i n GLAZING SHOWN IN TOP SECTION.
16 GA. DOUBLE END STILES.
/ / / MAY BE NOTCHED FOR LITES. / Ell
/ / / , / /
iG y Yy/
---
N II
!i C F=====�i ,_'=__ If-k==-n if=====�i F=
4 3 2 1
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET, REVISIONS
CLOPAY 4300, HDG 4301, HDGF 4310, HDGL 2 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203 SEE REVISION HISTORY ON SHEET ONE.
IDEAL SP200 SF200 SE200
D D
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL.IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8-ACYRUC LTTES 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
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
DETAIL,0,�---�.� IMPACT-RESISTANT FRAME.
OPTIONAL DECORATIVE eza MULTIPURPOSE HIGH BOND TAPE IPS
SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
L DECORATIVE FRONT FACADE i n
GLAZING
MOLDED INSIDE
alae
/ UCfURAL SILICONE RETAINER.
CONE SEALANT /8x3/4- PAN HEAD SCREW
f (BETWEEN STEEL SION AND FRAME). (10 SCREWS PER LITE).
IMPACT RESISTANT -
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
B
MOLDED
LEEX 2r FN (10) 18 x 3/4-PAN HEAD MACHINE SCREWS. p
FRAME&GLAZING. B
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104724-A DRAWING 104724-B
MANUFACTURING PRODUCT LODE
DSIE-117171
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. A
A U"H...St td Oth. 1n =CSB 8 8585 Duke Boulevard VINDLOAD RATING A
TOLERANCES on Mane"'oN 45aD USA \ / D P 3 8
T I No.513-770-1800 VV
1.031 PFoduch Fax No.513-770-1853
.00- 1.01MODE
i,
DESCRIPTION: 2'EPS INS. DOORS TO 16'2-(SEE TABLE FOR MODS
.000- 1.005
DESIGN ENGINEERH �a�0_ ;E.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG.R
CHECKED BY: SH DATE: 10/12/1 SHEET 2 OF 4 SIZE ll
MARK WESTERFIELD, P.E. UJ—Statee OHh.nl.e
FLORIDA-P.E. 048495. NC P.E. 023832, TEXAS P.E. #91513 DIMENSIONS ARE M INCHES.DWG. NO.: 104724-A/B VER: IBC
4 3 2 LFLOO G�JDA PHRODUCT IQppHOO WALE 16107
4 3 2 1
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET- REVISIONS
CLOPAY 4300, HDG 4301, HDGF 4310, HDGL 3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
03 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203
IDEAL SP200 SF200 SE200
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR)
1ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1.95"THICK, 1N DENSITY
THE 2x6 VERTICAL SYP(GRADE/2 OR BETTER)JAMBS.NO LOAD FROM THE ODOR IS EXPANDED POLYSTYRENE FOAM
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. INSULATION LAMINATED TO BOTH 12 GA. GALV. STEEL TOP ROLLER
2.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+304 LB&-336 LB.PER LINEAR BRACKETS H
B.
3. ALL JAMB FOOT OF FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A EXTERIOR AND INTERIOR SKINS. BRACKET ATTACHED W/(4) #114x5/8' SHEET
FASTENER FLUSH MOUNTING SURFACE METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS tIXDI USED IN THE CALCULATION OF ALLOWABLE TO TOP BRACKET WITH (2) 1/4•0/2• BOLTS
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. AND NUTS PER BRACKET.
MAX.D.C. TONGUE AND GROOVE JOINTS. 27 GA. (0.016' MIN.) INTERIOR STEEL SKIN
(DRAWING QUALITY) WITH G-40 MIN. GALV.,
G` BAKED-ON PRIMER AND A BAKED-ON C'
4 POLYESTER PAINTED TOP COAT APPLIED TO
2x6 VERIICAL JAMB r BOTH SIDES OF STEEL SKIN.
4-1/4' 14 GA. GALV. ROLLER HINGE. EACH HINGE
L FASTENED TO END STILES WITH (4) #145/8"
VIEW "D" SHEET METAL AND (2) 1/4'x3/4SELF
4" TALL TAPER STRUT. :•: ,./ TAPPING SCREWS. SEE VIEW W.
0.057" MIN. GALV. STEEL,
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 50 KSI. MIN.
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANCLE TO 2X6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) ONE 4"T-STRUT PER SECTION. (SEE
MAXIMUMON-C
VIEW b) EACH T-STRUT ATTACHED AT
MAXIM
DISTANCE STEEL 27 GA (0.016" MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2)
BETWEEN BUILDING TYPE FASTENER TYPE FASTENERS•WASHERS 27
SKIN WITH G-40 MIN. GALV. BAKED-ON 1/4"x3/4" SELF TAPPING SCREWS.
BLOCK WALL MIN BED TAPCON CONCRETE ANCHOR -7-142 1 O.D. POLYESTER PAINTED TOP COAT APPLIED
3000 PSI MIN.CONCRETE 1 4 X 1 MIN•EMBED TAPCON CONCRETE ANCHOR a-1/4--
-1 4 1 O.D. TO BOTH SIDES OF STEEL SKIN.
BRIDE3 B X 1-3 4 MIN. EMBED WEJ-R ANKR TRE SLEEVE ANCHOR - - B
WOOD FRAME=0.55 SGI �r SCREW I
• 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. �� 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. - / WITH (2) #145/8" SHEET METAL SCREWS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2' EXCLUDING STUCCO THICKNESS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
{145/8" SHEET METAL SCREWS SECTION A—A (SIDE VIEW)
0
0
MANUFACTURING PRODUCT CODE
0 0 o DSIE-1F171
1/4"0/4" SELF DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
A TAPPING SCREWS. TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. A
VIEW B MEW C UnMo Stated OtMnin _cIO y 8565 Duke 5040 Boulevard VINDLOAD RATING
14 GA END HINGES 18 GA. IN.) INTERMEDIATE HINGE TOLERANCES an Yaeon,ON 45W0 USA W 6 .D P 3 8
Tex No.513-TM-1800
.0- f.031 Bi➢6i9 Plodutte Fax No.513-770-4853
.00- 7.015 DESCRIPTION: 2"EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS
.000 7.005
DESIGN ENGINEER, �a000_ :j.001
�7 DRAWN BY: SH DATE:9/28/12 SCALE: NTS DWG.R
CHECKED BY: SH DATE: 10/12/1 SHEET 3 OF 4 ISIZE L
MARK WESTERFIELD, P.E. Unless Stated Otherwise
FLORIDA P.E. #4,4b5_
48495 NC P.E. 01.3832, TEXAS P.E. 091513 DIMENSIONS ARE M INCHES.DWG. NO.: 104724-A/B VER: IBC
4 3 2 IFLOO G �DIa p ODMCT lQppI OO dQL C�1 077
4 3 2 1
MODELS 27 GA SHORT 27 GA FLUSH 1 27 GA LONG REVISIONS
CLOPAY 4300, HDG 4301, HDGF 4310, HDGL 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
03 — — — — SEE REVISION HISTORY ON SHEET ONE.
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203
IDEAL SP200 SF200 SE200
2'TRACK CONFIGURATION NOTE:TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK D
D DOORS UP TO 800 LBS. DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR
WIND LOAD RATING OF THIS DOOR. INSTALLER(TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
DOOR DOORS UP TO 800 LBS.
HEIGHT 'L'
13 CA GALV.STEEL FUG BRACKET ATTACHED TO =
JAMB O T (3)WITH X 1-5�8'NAG SCREWS 1'DOOR OVERLAP(EACH SIDE)
AND
70 TRACK
WITH
(2) 1/4 RIVETS. _ 3' MIN.
2x8 SYP WGOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT).
AS ROD:SPACING NTE 14'O.C. _9"
'JAMB PREPARATION NOTE'. 1B CA CALM.STEEL DOUBLE—END—STILE FASTENED WITH(1) /8 X 1/2'WAFER SCREW.
_ END STILE DIM.:5-3/4%2-1/B'%3/B'.
12FL--iv
rc
83' 2'GAILY.STEEL TRACK, _ ,2-1/2'% 12 CA GALV.STEEL
TRACK THICKNESS:0.083'.
— TRACK BRACKETS FASTENED TO
50' — WOOD JAMBS WITH 5/6'X 1-5/8' 18 CA GALV.STEEL CENTER HINGE
I AR UG SCREWS NOT TO EXCEED 14' 7/18' UTID.ROUND FASTENED TO INTER.SOLES W/(4)EACH
la
iii1 _ ON—CENTER.MIN.OF(9)NAG PUSH NUT
C 39' EYP.2-1/2'% 12 CA GALV. _ SCREWS REQUIRED PER JAMB. FASTENER. /14x5/8'SHEEP METAL SCREWS.
= STEL TRACK BRACKETS 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH/14x5/8' G'
ATTACHED TO JAMB WETH (1) SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE
24' 5/18'X 1-5/8'UG SCREW PER — 2'GALV.STEEL TRACK FASTENED TO
TRACK BRACKET. — 12 CA CALV STEEL TRACK BRACKETS
WITH EITHER(2) 1/4'DIA.RIVETS OR 2'DIA.7-1/2'LONG STEN, 10 BALL STEEL ROLLER WITH STEEL OR ON TIRE
10' — (1) 1/4'X 5/8'BOLT R NUT PER SECTION c—C
3_1/2• TRACK BRACKET. LHR BRACKET(2-1/2'x 5-3/4'x 12GA)
PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH(2) 1/4'x 3/4'SELF TAPPING
SCREWS. NOTE T LHR BRACKETS ARE ALSO
USED WITH 'DOUBLE END STILE'AS SHOWN IN
3'TRACK CONFIGURATION NOTM TRACK CONFIGURATION ABOVE THE ZONE 8-3 SHUT 1.
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LBS AND OVER, WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR DOORS 800 LRS AND OVER. LOW HEADROOM OPTION
DOORS OVER 8'HIGH. (AVAIL FOR BOTH Z'AND 3'TRACK)
UBLE HORIZONTAL
1'DOOR OVERLAP (EACH SIDE)
TRACK.
B 3'GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 2x8 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT).
'JAMB PREPARATION NOTE'. 18 CA CALV.STEEL DOUBLE—END—STILE FASTENED WITH(1) /8 X 1/2'WAFER v
THICKNESS:0.101'.ANGLE THICKNESS:O.OBD'. HORIZONTAL TRACK SCREW. END STILE DIM:5-3/4 X 2-1/6'X 3/8'.
MIN.ANGLE DIMENSIONS 3-1/4'x 2-7/8'. SUPPORT BY DOOR
T —' VERTICAL/HORIZONTAL TRACK 14'MAXIMUM SPACING INSTALLER(TO SUIT).
JUNCTION.TWO 1/4'BOLTS FROM LAST MOUNTING 3-1/4'x 2-7/8'MIN,x 0.080'TAPERED
k NUTS FOR EACH TRACK. SLOT TO TRUCK JUNCTION ANGLE.SEE LAG BOLT MOUNTING AT TRACK 18 GA.GALV.STEEL CENTER HINGE
CONFIGURATION BELOW. \
PUSH NUT ROUND Wq�IASTENED TO INTER.STILES W/(4)EACH
rc ADDITIONAL MOUNTING SLOTS FASTENER. /14x5/8'SHEEP METAL SCREWS.
SPACED AT 12'CENTERS. 14 GA GAILY.STEEL ROLLER HINGES FASTENED TO END
0 0.101'THICK 3'GALV.STEEL TRACK FASTENED
e TO TAPERED ANGLE.TRACK ATTACHED TO SIRES W/(4)EACH/14x5/0'SHEET METAL SCREWS
12'ON CENTER TAPERED ANGLE WITH ONE 1/4'x5/8'BOLT k AND(2) 1/4'SELF TAPPING SCREWS PER END HENCE
48' NUT AT EACH MOUNTING SLOT.
3'DIA.8-1/2'LONG STEM BALL BEARING STEEL ROLLER.
z �I. ,'+III;, SECTION C—C NUFACTURING PRODUCT CODE
u• NE Yi TRACK BOLT AND NUT AT EACH �� PREPARATION OF JAMBS BY OTHERS. DSIE-IFI7I
�I MOUNTING SLOT LOCATION.
c DESIGN LOADS: P.S.F. k P.S.F. PART NO.: N/A
TEST LOADS: +57.07.0 P.S.F.P & —63.03.0 P.S.F.PA
A DOOR VERTICAL U.Ixax Stat.°Oth-1. _Chu ay 8585 Duke Boulevard VINDLOAD RATING
22' HEIGHT K LENGTH TOLERANCES.n _ Meeo"'DH 45040 USA �_/C D P 3 8
— .0 7.031 Baft Rodvch Fw!Nm 513 7777D-4 S W CJ
96 ONE 5/18'x 1-5/8'NIG SCREW SPACED AT THE SAME .00 7.015
10 DISTANCES AS THE TRACK BOLTS(I.E.3-1/2', 10',22',34', 000 ±.005 DESCRIPTION: 2'EPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS
12—0 132 48',ETC.). ADDI ZONAL LAG SCREWS LOCATED AT 18',28',t .0000 - t.001 DRAWN BY: SH DATE:9/28/72 SCALE: NTS DWG.D
3-1/z' 14-0 158 j�
DESIGN ENGINEER, 1 _ 40'FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE D19—a- d:1/2' CHECKED BY: SH DATE: 10/12/1 SHEET 4 OF 4 SIZE
MARK WESTERFIELD. P.E. '''''' VERTICAL/HORIZONTAL TRACK JUNCTION. U,J®St.t.a ou,.r.t..
FLORIDA P.E. #48495. NC P.E. #24832, TEXAS P.E. 091513 DIMENSIONS ARE RL INCHES.DWG. NO.: 104724—A/B VER: IBC
4 3 2 GLOOGDIN10A p OODMC T APPROOWAL 16107