HomeMy WebLinkAboutEngineering 4 3Ar 2 1
MODELS 24 GA SHORT 24 GA FLUSH SHEET' REVISIONS
CL13PAY 84A, 94 98 1 1 OF 3 REV. N0. ZONE: DATE: I ECN NO. APPVD:I DESCRIPTION
HOLMES 48, 48H -- ONE INTERMEDIATE STILE BETWEEN EACH
/20/121 SH I ADDED FEC 2612 REFERENCE
EMBOSS LOCATION.ATTACHED W/
IDEAL 4RST 4F TOG—L—LOC(TOP&BTM)AND IMPACT—RESISTANT CONSTRUCTION
URETHANE ADHESIVE(ALONG CENTER). SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE
D OPTIONAL ROW OF IMPACT-RESISTANT GLAZING. IMPACT-RESISTANT.OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND D
MAX. GLAZING S1ZE IS 18-1/2'x 11". GLAZING IS GE LEXAN SLX2432T.AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
ry A GLAZING IS INJECTION MOLDED GE LEXAN IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612.
SLX2432T,AN APPROVED CO2 PLASTIC IN THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
ACCORDANCE WITH ISC/FBC 2606.® ® I ® ® ® (SEE SECTION GLAZING SHOWN IN FOR
OINTERMEMBL SECTION.)
CODE D ISELARGE--E AND SMALL-SSILE IMPACT RESISTANT.Pi BUILDING DD,INTFANATIONAL BUILDING
GLAZING SHOWN IN TOP SECTION.
0
I f yl
w II r VIEW "B" (SEE SHEET TWO).
�r I
rs�,c
o x VIEW "C" (SEE SHEET TWO).
16 GA END STILES ATTACHED TO
SEE
C w o DOOR SKIN WITH PATENTED
TOG-L-LOC SYSTEM (TOP, BOTTOM& lr
CENTER).ATTACHED TO TOP AND
BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM.
TWO POINT LOCKING
IN
go I I INTO TRACK.
A OPTIONAL OUTSIDOKEYED OPOSITION (2) LHR TOP BRACKETS USED AS
MAX. DOOR WIDTH 16'-2" INNER BOTTOM BRACKET.
INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER (P/N
OCATION OF OPTIONAL VENTS.TOTAL VENT OPENINGS: 60 IN? PER VEHICLE.0120394) USED WITH 3"TRACK. SNAP LATCH ENGAGESIII [IF ONTO VERTICAL TRACK. END
DOOR HEIGHT SECTIONS ONE SNAP LATCH ON STILE.
UP TO 7'0' 4 SLIDE BOLT LOCK EACH SIDE OF ODOR. ,
B 7.3'TO B'9' S END ENGAGES INTO
9'0'TO 10'6' 6 SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) STILE. VERTICAL TRACK. DUTSIDE B
10.9'TO 12'3' 7ONE LOCK ON HANDLE
12'6'TO 14'0' a _ DETAIL'D' EACH SIDE OF OUTSIDE LOCK BAR
END
14'3'TO 15'9' 9 DOOR. KEYED STILE. TRACKEONM
16'0' 10 HANDLE' EACH SIDE
MAX SECTION HEIGHTS 21
DETAIL- INSIDE�SIIDF BOLT INSIDE HANDLE OF DOOR.
LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
OPTIONAL DEC NETT. 229 MULTIPURPOSE HIGH BOND TAPE
SNAP-IN INSERT. (SENT FRAME AND FACADE). SNAP LATCH LOCK OPTION. LOCK BAR LOCKING,
L DECORATIVE FRONT FACADE.
STRUCTURAL SILICONE SEALANT MANUFACTURING PRODUCT CODE
(BETWEEN STEEL SKIN AND FRAME). PAN-2F143
DESIGN LOADS: +46.0 P.S.F. & -50.0 PS.F.ST PART NO.: N/A
A ® IMPACT RESISTANT TEUK
—SDt.e Oth—N.
P.S.F. ri100 ay ries Duke Spec—d A
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH M.soq OH 45010 USA WINDLOAD RATING
MOLDED GE iJDUN (10)$B x 3/4"PAN HEAD MACHINE SCREWS. TOLERANCES ere `1:10p
y W 8 D P 4 6
SLX2432T FROM Tun Td N..513-770-49W
FRAME&GLAZING. 0�+ 7.031 Bu16.q Roducls Pa^7 Fox No.SI3-770-4tLST
AO- 7.015 DESCRIPTION: 2'STEEL PAN DOORS 16.2-W(SEE TABLE FOR MODELS)
.000. t.005 DRAWN BY: SH DATE: 11/79/1 SCALE: NTS
D6N ENGINEER: a000= t.Do1 DWG.R
Degrees= t t/7 CHECKED BY: SH DATE:11/20/12 SHEET 1 OF 3 SIZE L
WESTERFlELP.E U.1...St.t.e Oth—i.e
MTAl2':7 a84 4 95 N P. . 23832 XAS P.E. 97513 DIUMSIONS ARE IN INt)7E5.DWG. NO.: 104754 VER:IBC
4 3 2 GLOO RMA PRODUCT UC T APPDR VAL 16107
4 3 2
MODELS 24 GA SHORT 24 GA FLUSH SHEET, REVISIONS
CLOPAY 84A,94 98 2 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVO:I DESCRIPTION
HOLMES 48, 48D -- 02 — — — — SEE REVISION HISTORY ON SHEET ONE
IDEAL 4RST 4F
2"THICK
D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) 24 GA. (0.022"MIN.THICK (2) 12 GA.GALV. STEEL TOP ROLLER
1.
ALL
THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN /BRACKETS (2-1/2"x 5=3/87. EACH
THE 2x6 VERTICAL SYP(GRADE d2 OR BETTER)JAMBS NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING. / BRACKET ATTACHED W/(4) (14x5/8'SHEET
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. BAKED-ON PRIMER AND A METAL SCREWS.ADJUSTABLE SLIDE ATTACHED
2.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+368 LB&-400 I.S.PER LINEAR
FOOT OF JAMB. BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4'0/2'BOLTS
FASTENER .ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
TYPE FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN.
4.A 1/3 STRESS INCREASE FOR WIND LOAD WAS k=USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY
MAX.O.C.
SHIP LAP C C JOINTS 14 GA. MIN. GALV. ROLLER HINGE. EACH
jr HINGE FASTENED TO END STILES W/(4)
2zfi vEROCAL JAMB
fl14x5/8"SHEET METAL AND (2)
1/4"x3/4"SELF TAPPING SCREWS. SEE
r l-4^ VIEW`B^.
4-1/
L, ONE 4"T-STRUT PER SECTION. (SEE VIEW
2x8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT MEW ••D" 'D7 EACH T-STRUT ATTACHED AT EACH
(NOT TO BE USED FOR ATTACHMENT OF TACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. HINGE LOCATION WITH (2) 1/4'x3/4`SELF
MAXIMUM 0.062" GALV. STEEL, 80 TAPPING SCREWS.
ON-CENTER KSI MIN.
DISTANCE STEEL
BURBETWEEN WASHERSRING TYPE FASTENER TYPE FASTENERS*REQUIRED?
K W 1 4' 1-1 4"MIN TAP N NCR
3000 PSI MW.CONCRETE I/.
x 1 MIN.EMBED LIPCON CONCRETE ANCHOR
Biggg-gi�� 3 8 3 X 1- 4"MIN.EMBED WEJ-IT ANHR TITE SLEEVE ANCHOR _
4 P 1MI M O o
4' N UD B
br�STRUCTURE '4-11A'
- 1 0.0.
• FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM CN-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. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) $14x5/8^SHEET METAL
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE SCREWS.
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON 14x5 8'SHEET METAL SCREWS ALUMINUM EXTRUSION &VINYL WFAT+IERSTitIP:-
ASCE7-10)FOR THE FOLLOWING CONDITIONS:1)ENCLOSED / SECTION A-A (SIDE VIEW)
BUILDING,2)DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE,3) 0
ANY ROOF SLOPE AND 4)TESTING IN ACCORDANCE WITH
ANSI/DASMA 109.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED 0
DESIGN PROFESSIONAL MAY DIFFER.
MANUFACTURING FRI] CINE
ULTIMATE WIND 175 105 190 200 B00 00 0 O
SPEED(MPH) 1/4"x3/a"SELF PAN-2FI43
TAPPING SCREWS. DESIGN LOADS: +46.0 P.S.F. & -50.0 P.S.F. PART NO.: N A
EXPOSURE O TEST LOADS: +69.0 P.S F -78.0 P.S.F. /
A R.C,D H,C,D H,C B.C 0 14 GA END H S 18 GA. (MIN. INTERMEDIATE MINOF Unl-a Stated Otne.Ise 8595 Duke Boulemrd A
VIEWCATEGORY �P1SE,. ) r P VINDLOAD RATING
MEAN ROOF HEIGHT 2s• I5• i5• IS' 30• �� )LER •C" TOLERANCES nr. _`j'O a Meson,Dx 4sD4D u5A \./C7 D P 4 6
�, A Td No.513-770-(800 W Q
.0 1.031 �9 ^d-N C-pm Fox 11%513-770 4&u
.00. 1.015 DESCRIPTION: 2"STEEL PAN DOORS 16'2'W(SEE TABLE FOR MODELS)
DESIGN ENGINEER= 000. s.00s
..000 a *.001 DRAWN BY: SH DATE:11/19/1 SCALE:NTS DWG
.R
ELDP.E
Degrees= *1/2' CHECKED BY: SH DATE:17/20/1 SHEET 2 OF 3 SIZE L
MARK WESTERFl , . UNese Stated OtaemIn
4 495 NC P E, 023832,TEXAS P.E. 91513 DINENSIDNs ARE IN INCHES.DWG. NO: 104754 VER:IBC
4 3 2 FLORMA PRODUCT APPROVAL I St 07
4 3
MODELS 24 GA SHORT 24 GA FLUSH I SHEzT, REVISIONS
CLOPAY 84A, 94 ya
DESCRIPTION
02 SEE REVISION HISTORY ON SHEET ONE,
HIj MES 48, 48D
IDEAL 4RST 4F
2'TRACK CONFIGURATION MM TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK
D DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR
DOORS UP TO 800 LUS, WIND LOAD RATING OF THIS DOOR. JNSIZLLER(TO SM.
DOOR COUNTERBALANCE SYSTEMAM13 ONFlGURATLON
FOO—OR DOORS UP TO 800 LOS,
13 CA GAEV.STEEL FLAG BRACKET ATTACHED TO EIGHT -t:- I'DOOR OVERLAP(EACH SlDE)-
- - 70' G BY DOOR INSTALLER(TO SUO)-
MMEI WITH(3)5/16'X 1-5/8-LAG SCREWS 7' 76' 2.6 SYP WOOD JAMB.SEE STEEL END STILL
AND TO TRACK WITH(2) 11,V RIVETS. 7- "JAMB PREPARATION NOTE. .... STEEL DOUBLE END STILE,
GA.MIN.GAUl.SUM KIM.SI111-
-AS ROD.-SPACING NTE 14"D.C.
IS CA,GALV.STEEL INTER.
1= 2-1/2"X 12 GA Sim
GE FASTENED TO CUM
TRACK BRACKETS FASTENED TO F63�'=. •
112' SHEET METAL
1144/8
_63* 2*GALV.STEEL TRACK, WOOD JAMOS WITH 5/6'X 1-5/8- SCREWS.
TRACK THICKNEEES'a 11 LAG SCREWS NOT TO EXCEED 14'
0 Q'T
71
7-
1 1-0 11NA 741 V I.D.ROUND
ON-CENTER.MIN.OF(9)LAG `-7/16'
H Nur
REQUIRED PER JAMB.
1 12 0"uzf�j FASTENER.
.2 -50' SCREWS R
2 CAU1.STEEL TRACK FASTENED TO
3! -38" TVP.2-1/2-X 12 GA 12 GA GAUV STEEL TRACK
GALV. 13-0- =EIRS 14 GA.GALV.STEEL ROUJER HINGES FASTENED TO END STILES W/(4)EACH 1144/8-
0 WITH 07HM(2)1/4-11U.RIVETS OR SHEET METAL SCREWS AND(2)1/4-SELF TAPPING SCREWS PER END HINGE.
9 STEEL TRACK BRACKETS, 4- -DOLT&NUT PER
ATTACHED T JAMS WITH(1) -0 (1) Ile X 5/8
5/jr ED T 4 WITH STEEL OR TIRE.
5/6'LAG SCREW PER 14;=§-
24' X I- TRACK 1B GA
DIAL 7-1/2-LONG STEM,to a.0 SWIL ROLLER NYLON
TRACK BRACKET. -0 1
IS" SECTION C-C
-3-1/2' LHR BRACKET(2-1/2"x 5-3/4'x 12rA)
PREPARATION OF JA.MAq RV OTHERS ATTACHED WITH(2)1/4".3/4"SELF TAPPING
SCREWS.NOTE THAT LHR BRACKETS ARE ALSO
USED WITH'DOUBLE END STILE"AS SHOWN IN
ZONE H-3
Nm-TRACK CONFIGURATION ABOVE THE DOUBLE IRA
3'TRACK CONFIGURATION DOOR OPENNG DOES RAOTTWAFFECT THE 4AM8 CONFIGURATION JOW HEADROOM OPTION
EET
DOORS 800 LBS AND OVER, WIND I=RATING OF THIS DOOR.—HANG REQUIRED FOR DOORS 800 LRS AND OVER. (AVAIL FOR BOTH 2-AND 3-TRACK)
DOORS MR S'HIGH. G.No NTAL
I-DOOR OVERLAP(EACH SIDE) TRA.
2.6 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER CTO SUIT). B
I b
IS GA GALV STEEL END STIM
3"CALM TAPERED STEM TRACK AND ANGLE.TRACK 'JAMB PREPARATION NOTE". GA."AL
STEEL DOUBLE END STILE.
V
I CAL'
M�
la
THICKNEM'0.101'.ANGLE TMICKNESS:'Unpo' HORIZONTAL TRACK 20 GA.MIN.GALV.STEEL INURM.STILE
MIN.ANGLE DIMENSIONS 3-111V x 2-7/81. SUPPORT BY DOOR
joLOK 14'MAXIMUM SPACING INSTALLER CM SUIT). IS GA.GALV.STEEL INTER.
VERnCAI,/HORrZC S 3-1/4'x 2-7/8r um.x o.oea*TAPERED HINGE FASTENED TO CENTER
G EL
W.
STILE W/ EACH 014.5/8'
V= ANGLE.SEE LAG BOLT MOUNTING BELOW.
JUNCTION.Iwo /�4�, LIS —FROM LAST MOUNTING
&NNUTS FOR EACH TRAM SLOT TO TRACK JUNCTION 7/16 UND SHEET Ma SCREWS.
PUSHEN NUT
FASTENER'
ADDITIONAL MOUNTING SLOTS
,FASTENED GAL
SPACED AT 12 CENTERS. 14 Sk GAIV.STEEL ROLLER HINGES FASTENED TO END
0.101'THICK 3*MV.STEEL TRACK FASTENED SOLES W/(
ATTACHED
To
tCH To
TAPERED ANGLE.TRACK ATTACHED ITO SOLES W/(4)EACH 61445/81*SHEET METAL SCREWS
To /.SELF P.
�12"ON CENTER TAPERED ANGLE WITH ONE 1/4-418-BOLT& AND(2)1/4-SELF TAPPING SCREWS PER END HINGE
t5i 46' NG
NUT AT EACH MOUNTING SLOT.
3 DiA.E-112`LONG STEM SALL BEARING STEEL ROLLER.
9EOQN-Q& WWACTURING PRODUCT COME
-34' _NE.Y."TRACK BOLT AND NUT AT EACH PREPARATION--OE JAMES BY OTHERS PAN-2F143
MOUNTING SLOT LOCATION. DESIGN LOADS: +46A] P.S.F. & -50.0 P.S.F.
TEST LOADS: +69.0 P.S
0 F.4 -78.0 E,%F, PART NO.: N/A
DOOR I CAL um—st.1.6 0 1110pay B535 Duk.Swimrd WINUMAD RATING A
I U Oil W 8 DP4
1. HEIGHT ITRACK LENGTH TOLERANCES Tim.Si3�-n"04A
7�_ 7 *.031 &a5in
"'G "t
.0 STEEL PAN DOORS 16-2-W(SEE TABLE FOR MODELS)
FEDI Ho.St3-7711-4tL93
ONE 511V x 1-5/8"LAG SCREW SPACED AT THE SAME CO nb.015 DESCRIPTION. 2
DISTANCES AS THE TRACK BOLTS O.E.3-1/2".IIT,22.3e. OCO *.COS
12-0 1 92 46-,ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16'.2Er.& .6000 :L.Cot DRAWN BY: sm I DATE.11/1911 � DWG.
413'FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Dcqra�- *I/Z CHECKED BY: SH DATE*11/20/14SKEET 3 OF 3 SIZE
IJ
DESIGN ENGINEER: 3-1/2"6hm 116-al i4g: VERTICAL/HORIZONTAL TRACK JUNCTION. Uffies.Stated OVmWm#
MARK WESTERFIELD, P.E.P. 48495N P. 91513 DIMENSIONS ARE IN NcmEs DWG. NO.: I04754 IVE
ORIDA E. 4 . EXAS E. 9
4 3 + 2 [EFIGHODA PRODUCT APPROVAL 16107