HomeMy WebLinkAboutEngineering Product Approval4
lIDDELS
27 GA SHORT
27 GA FLUSH
LIINI
CLOPAY
4300, HDG
4301, HDGF
4A, HDGL
HIIL14ES
66, 66G, 6200
60. 6201
¢2C
IDEAL
SP200
SF200
D
(1) 20 GA. BACKER PLATE BETWEEN EACH
i
EMBOSS LOCATION THAT CONTAINS A CENTER
HINGE. ATTACHED WITH DOUBLE SIDED
ACRYLIC ADHESIVE TO BACK OF DOOR. r-
ni
A
3
SHEET-
1 OF 4
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. SEE SECTION B-B ON SHEET
TWO FOR DETAILS. (GLAZING SHOWN IN
INTERMEDIATE SECTION.)
k :.
1
TAW
fi
my
DOOR HEIGHT
0 [IFSECTIONS
UP TO 7'0•
4
7'3' TO 8'9'
5
9'01 TO 10'6'
6
10'9' TO 12'3•
7
12'6' TO 14'0'
B
14'3' TO 15191
9
16'0'
10
MAX SECTION HEIGHT- 2P
ENCIINEERI
\-16 CA, DOUBLE END STILES.
MAY BE NOTCHED FOR LITES.
�-WEW 'B" (SEE SHEET THREE).
VIEW 'C" (SEE SHEET THREE).
TV10 POINT LOCKING
INTO TRACK.
(2) LHR TOP BRACKETS USED AS
2
DATE: ECN NO.
REVISIONS
UPDATED TOP BRACKET
GLAZING SHOWN IN TOP SECTION.
j
OPTIONAL OUTSIDE KEYED LACK
DOOR WIDTH 16'-2"
INNER BOTTOM BRACKET.
(1) 3-IN ROLLER CARRIER (P/N SNAP LATCH ENGAGES
INSIDE ELEVATIONS 0120394) USED WITH 3' TRACK. ONTO VERTICAL TRACK.
OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONE SNAP LATCH ON
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY ORAIYING 101845. SLIDE BOLT LOCK EACH SIDE OF DOOR.
END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF OUTSIDE
DOOR. KEYED END
HANDLE. STILE.
INSID SLIDE BOLT INSIDE HANDLE
LOCK OPTION, Du KEY D O .K WITH
SNAP LATCH LOCK OPTION.
THIS DOOR MEETS OR EXCEEDS
THE DESIGN LOADS FOR THE
ULTIVATE WIND 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 HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3)
ANY ROOF SLDPE, AND 4) TESTING IN ACCORDANCE WITH
ANSI/OASdA 108. SRD
E-SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DOTER.
ULTIMATE HIND
(KPH)
{60EXPOSUREH,C,
16S
179
i85
CATEGORY
0
H, C, D
H, C
H, C
JBSPEED
MEAN RY1F HEIGHT
B51
1S'
2S'
13,
3
u-UN LV Qli 7Jo.0 r.J.1
TEST LOADS: +57.0 PS.F.
i ' swka allxmTm
t �T9LERANCESaro
00 m t.016 DES(
- 0000 t.001 DRAY
D49mQ t1/z CHE(
DOWENSwlNAREE IN DOES., D%VG.
2 I �Oo G�3HDQ F
OPTION: 2' FPS It
V BY: SH
(ED BY: SH
NO.: 104724-A/B
ODD MC T
C
C
END
STILE.
OUTSIDE B
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
DSIE-1F171
PART NO.: N/A pt
ord VINDLOA➢ RATING
W6 DP38
TO 16'2' (SEE TABLE FOR MODELS
8/12SCALE: NIS I DWG. ID
12/14 SHEET 1 OF 4 ISIZE
VER: IHG
)ROYAL 16107
C
A
i'
A
4
MODELS
27 GA SHORT
27 GA FLUSH
27 GA LONG
CLOPAY
4300, HOG
4301, HDGF
1 4310, HDGL
HOLMES
66, 66G, 6200
68, 6201
67, 67G, GP03
IDEAL
SP200
SF200
I SE200
ENGINEERT
TERFIELD. P.E.
4
3 2 1
SHEET. REVISIONS
2 OF 4�NOJ DATE: ECN NO, APPVD. OESCRIPTIO- - - SEE REVISION HISTORY ON SHEET ONE.
"" wvna Nv t'WINV) VR UOORS WITH OPTIONAL. IMPACT -RESISTANT GLAZING ARE
IMPACT -RESIST OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND
GLAZING IS GE LED SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC/FBC 2600 AND IN APPROVED Cl PLASTIC IN ACCORDANCE VILLH FBC 2612.
WIND £ELOAD REQUREMENTSLOFINSTALLED THE FLORIDANCBUIWI COMPLIANCE
DISINTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT,
SECTION B-B (IMPACT -RESISTANT GLAZING OPTION)
DEIA1L 'D'
OSE HIGH BOND TAPE
FRAME AND FACADE).
E FRONT FACADE
/ STRUCTURAL SILICONE SEALANT
IMPACT RESISTANT I "I4�LYSTYRENE
(BETWEEN STEEL SKIN AND FRAME)..
'ONE-PIECE RUECHON RETAINER FASTENED TO FRAME WITH
MOWED GE LEKAN
SLX2432T FRONT (10) #8 x 3/4' PAN HEAD MACHINE SCREWS.
SLX24
FRAME & GLAZING.
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAVI NG 104724-A
3
OPTIONAL DSB OR 1/11- ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
PLASKOUTE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
2608.
WILND LOAD REQUIREMDOOR ENTS THE FLORIDAIN CBUILDINGCCODE OR INTERNIS ATIONON AL BUILEETS DING
CODE BUT DOES N01 MEET THE IMPACT RESISTANT REQUIREMENT FOR VIINDBORNE DEBRIS
REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION)
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE
NOTE THAT FRONT FRAkIE IS NARROWER THAN
IMPACT -RESISTANT FRAME
129
n 1
GLAZING
MOLDED INSIDE
LITE RETAINER.
f8x3/4' PAN HEAD SCREW
(10 SCREWS PER LITE).
STANDARD ASSEMBLY DETAILS
DRAIMMG 104724-8
❑c
A
1i1
DSIE—IF171
DESIGN LOADS: }36,0 P.S.F. Qt -42.0 P.S.F.
TESF LOADS: +J�,
.F. k -63.0 P.S.F. PART NO.: N/A
Unk-a SWW O®Qp 8565 Duke BoWowr4 WINIILDAD RATING A
TOLERANCE®�� rya Ha 513�D�9�,,/6 DP38
.0tRodzh Fax Na 513-TIO-MESCRIPTION: 2' FPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS000 a 3000 a tRAWN BY: SH DATE: 9/28/12 SCALE: NIS DWG. RDayro'e ` fHECKED BY: SH1JDWENSIOIIS ARE�44WG. NO.: 104724-A/0 VER: IBC
2 (�L�OO G�30D/Q pG ODMC�4 lQpPHOMQL1� 16107
0l
NMI
:11,
f,
1+ 115
MODELS
27 GA SHORT
27 GA FLUSH
1 27 GA LONG
CLOPAY
4300, HDG
4301, HDGF
4310, HDGL
HOLNES
66, 66G, 6200
68, 6201
67, 67G, 6203
IDEAL
SP200
SF200
SE200
SHEET
3 OF 4 RLV, N0.
HORIZONTAL (TOP) AMC JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) ;
/ THE Y fi LOAD FROM
(GRADE a2 OR DEAR) �BSHNO LOAD�FROMITHE DOOR is TRACK To
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB 19 -330 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REOUMEO TO BE) COUNIERSUNK TO PROVIDE A
FASTENER 1taSSSNCU TFE 4. FLUSH MOUNTING
TRESS INCREASE FOR WIND LOAD WAS BDD USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
2.6 VERTICAL JAMB
III
2x6 JAMB TO SUPPORTING STRUCTURE ATTA .HMENT
lunT m ae ucm ma —.1— — m.r.v . _ ... ....e..
MAXIMUM
ON -CENTER
DISTANCE
STEEL
BUILDING TYPE
FASTENER TYPE
BETWEEN •
FASTENERS
WASHERS
REQUIRED,
3000 P51 IN CONC
I 4 x 1 DIN' DJOLb TAPCON GONCftETE ANCHOR
8
1-4,W MIN, EMBED - SANCHOR_
1
2 1
REVISIONS
DATE: ECN NO. APPVD:
SEE R
1.95' THICK, 1# DENSITY
EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO BOTH
EXTERIOR AND INTERIOR SKINS.
TONGUE AND GROOVE JOINTS. -
-4'—
r
4-1/4-
L
VIEW "D"
4' TALL TAPER STRUT.
0.057' MIN. GALV. STEEL.
50 KSL MIN.
27 GA (0.016- MIN.) EXTERIOR STEEL
SKIN WITH G-40 MIN. GALV. RAKED —ON
POLYESTER PAINTED TOP COAT APPLIED
TO BOTH SIDES OF STEEL SKIN.
- r."v, w„vm mv— o,m,u.v m nu mvm urn rxut ur inn kwimum uN-GEENF7i UISTANGE HIGHEST ANCHOR INSTALLED
AT AS IGH 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.
#14x5/8' SHEET METAL SCREWS
O o
0
00 0 I
1/4'x3/4' SELF
TAPPING SCREWS.
14 GMEW
6 O HINGES 18 GA. (MIN.)NINTERMEDIATEEW - HINGE
ENGINEER,
4
ON SHEET ONE.
SILICONE FILLED CHANNEL SEPARATES I D
FRONT AND BACK SKIN OF DOOR.
(1) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS (2-1/2' x 5-3/8'). EACH
BRACKET ATTACHED W/(4) 0144/8" SHEET
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4-x1/2' BOLTS
AND NUTS PER BRACKET.
27 GA. (0.016- MIN.) INTERIOR STEEL SKIN
-(DRAWING QUALITY) WRT1 G-40 MIN. GALV., C
BAKEO-ON PRIMER AND A BAKEO-ON
POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
14 GA. GALV. ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4) #14x5/8'
SHEET METAL AND (2) 1/4-x3/4- SELF
TAPPING SCREWS. SEE VIEW 'B'.
ONE 4' T-STRUT PER SECTION. (SEE
-VIEW 'D') EACH T-STRUT ATTACHED AT
EACH HINGE LOCATION WITH (2)
1/4'0/4- SELF TAPPING SCREWS.
lim
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) #14x5/8' SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
DSIE-1F171
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
IMlca stated OU,.wba
TOLERANCES are
.0 a t.031
�p 8585 Duko BWmrd
llD�® 8] �0"' � � �
Td. No. lj 45 0- USA
hwx6 Fmt la' . 5f3-770-1853
V[NOLOAD RATING
W 6 D P 3 S
/-1
.00 - t.015
t�1 a 1.0001
C09-9 a tt/z
DESCRIPTION: 2' EPS INS. DOORS TO 16'2' (SEE TABLE FOR MODELS
DRAWN BY: SH
DATE: 9/28/12
1 SCALE' NIS DWG. R
CHECKED BY: SH
DATE: 10/12/1
SHEET 3 OF 4 ISIZE L
a uEN olds �IIFw iWHES.
DWG. NO.: 104724-A/e
VER: IBC
0
C
A
A
4
MODELS
1 27 GA SHORT
CLOPAY
4300, HDG
HOLMES
66, 666, 6200
IDEAL
SP200
2' TRACK
CONFIGURATION
AOORS
UP TO 1900 LBS.
3
2
27 GA FLUSHVGALIING
SHEET,
4301, HDGF
4 OF 4 REV. N0,
ZONE:
Di
68, 6201
0SF200
NDI6: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
HORIZONTAL TRACK
WIND LOAD RATING OF THIS DOOR.
SUPPORT BY DOOR
DOOR
INSTALLER (tt1
TERBALANCE SYSTEM
JAMEI CONFIGURATION
DOOR
ANLIP TO 800
. STEEL FLAG BRACKET ATTACHED TO
HEIGHT
'L'
3) 5/18' X 1-518, LAG SCREWS
rANDD
CK WITH (2) 1/4 RIVETS.
-
1' DOOR OVERLAP (EACH SIDE)
G NTE 14' O.C.
-
2xB SYP WOOD MAO. SEE AIIN.
JAILB PREPARATION NOTE'.
LV. STEEL TRACK,
REVISIONS
TE: ECN NO. APPVD; I
- SEE REVISION HISTORY ON
OPTIONAL STOP MOULDING BY INSTALLER (TD SUIT).
16 CA CALV. STEEL DOUBLE-END-SITLE FASTENED VRTH (1) JB X 1/2' WAFER SCREW.
END STILE DIM.: 5-3/4 X 2-1/8' X 3/8'.
�TRACK THICKNESS: 0.083'. - 2-1/0 X 12 GA GALV. STEEL ---
TEE - TRACK BRACKETS FASTENED TO
WOOD JAMBS Y/RH 5/8' X 1-5/8' h 7/111' I.D. ROUND 18 GA, CALV. SIEEEI.. CENTER HINGE
LAG SCREWS NOT TO EXCEED (9) AG PUSH NUT FASTENED TO INTER. STILES W/(4) EACH
30' - ON -CENTER. MIN. OF (9) LAG FASTENER. 014x5/8' SHEET METAL SCREvis.
/-TYP. 2-1/2' X 12 GA GA1V. - SCREWS REQUIRED PER JAMB.
STEEL TRACK BRACKETS, -_ 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W (4) EACH #105/8' C
ATTACHED TO J8•" L WITH (E SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE
24' 5/18' X 1-5/8' LAG SCREW PER - 2' GALV. STEEL TRACK FASTENED TO
TRACK BRACKET. - 12 GA CALV STEEL TRACK BRACKETS
tp• -8 WITH EITHER (2) 1/4' DLA RIVETS OR 2' DIA. 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL. OR NYLON TIRE
(1) 1/4' X 5/8' BOLT & NUT PER
3' TRACK CONFICU ATION =M* TRACK CONFIGURATION ABOVE THE
DOORS BOO LEIS AND OVER. WIND D LOAD RAYING DOS NOT AFFECT
THE
ENGINEERI
IERRE LD. P.E.
4
u
�x
HANG REQUIRED FOR
OVER a, HIGH.
?ERED STEEL TRICK AND ANGLE TRACK
0,101 : ANGLE THICKNESS: 0.080%
DIMENSIONS 3-1/4' x 2-7/8.
RIZONIAL TRACK 14' MAXIMUM SPACING
10 1/4' BOLTS FROM LAST MOUNTING
1 EACH TRACK. SLAT TO TRACK JUNCTION
ADDITIONAL MOUNTING SLOTS
SPACED AT 12' CENTERS.
�12' ON CENTER
0'
' A' TRACK BOLT AND NUT AT EACH
JNTING SLOT LOCATION.
ODOR VERMCAL
LHBGHrrM LENGTH
7 -0 72
12-0
14-0 TSB'132'
L32-03
3
TRACK BRACKET. SEGDON C-C
PR P peTION OF JASIBc BY OTHERS ATTA ATTACHED WITH BRACKET (2) 1 4' x 3/4'• SELF TAPPING
SCREWS. NOTE THAT R BRACKETS ARE ALSO
USED WITH 'DOUBLE END STILE' AS SHOYTN IN
ZONE B-3 SHEET 1.
,IAMB CONFIGURATJON REIURIE TRACK
DOORS BOO 111S AND OY`R. LOW HEADROOM OPTION
(AVAIL FOR BOTH 2' AND 3' TRACK)
BILE HORIZONTAL
1' DOOR OVERLAP (EACH SIDE) — — �K•
24 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUB). p
L TRACK 'JAMB PREPARATION NOTE', 18 QA cJU.V. STEEL DOUBLE -END -STILE FASTENED WITH (1) JS X 1/2' WAFER o
w DOOR SCREW. END SREE DIAL.: 5-3/4 X 2-1/8' X 3/B:
0 SUIT).
3-1/4' x 2-7/8' MIN. x 0.080' TAPERED
ANGLE. SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION BELOW,
0.101' THICK 3' GALV. STEEL TRACK FASTENED
TO TAPERED ANGLE TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4'x5/8' BOLT &
NUT AT EACH MOUNTING SLOT.
t �
ONE 5/18' x 1-5/8'IAG SCREW SPACED AT THE SAME
DISTANCES AS THE TRACK BOLTS (LE 3-1/2', 10'. 227, W.
48', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 187, 28. &
40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE
VERDCAL/HORIZOMAL TRACK JUNCTION.
2
7/18' I.D. ROUND I 18 GA GALV. STEEL CUM HINGE
73-
PUSH NUT FASIENEO TO INTER. STILES W/(4) EACH
. FASTENER.Q14x5/8' SHEET METAL SCREWS.
A. GALV. STEEL ROLLER HINGES FASTENED TO END
S W/(4) EACH 614x5/8' SHEET METAL SCREWS
(2) 1/4' SELF TAPPING SCREWS PER END HINGE
.8-1/2' LONG STEM BALL BEARING STEEL ROLLER.
S-ECnoN C— NUFACTURING PRO]
&
Un$= st w oft.$ a
TOLERANCES c.
®F3JL® aly
.0 o t.031
DIMIProBcti
.00. '15
.000 a 3.005
0000 1.001
Dogroea a t1/7
IE`NSi NS ARE "'INCHES.
DESCRIPTION: 2'
DRAWN BY: SH
CHECKED BY: SH
DWG. NO.: 104724
DSIE-1F171
PART NO.: N/A
Duke Boulemrd
n°
,5t3-710-4853
WINDLOAD RATING
W6 DP38
A
i. DOORS TO 18'2' (SEE TABLE FOR MODELS
)ATE. 9/28/12
SCALE: NTS
DWG.
ISIZE
LATE: 10/12/1
SHEET 4 OF 4
VER: IBC
APPROVAL 16107