HomeMy WebLinkAboutSECTIONAL DOOR PLANS"CLASSIC RAISED PWjEL EMBOSS DOORS
'CARRSPfi ffi05E." RAISED PANEL EMBOSS DLTIQS
SHEET,
R4 GA .zs .cA 25 GA
- -
�
rmnE�s .25 ca 25- r,A
- REVIS ONS
1, OF 4
CUDDLY
LLOPAY
84q. 94 73, ZS" 76
ELOPAY„ �� -
• REV. NO; ZONE: DATE: . ECM NO. 11PPVD. DESCRIPTION
IDEAL
4RST„4fs.6P.ST: eRST
: 'GDP; BRSS
"GALLERY' - • --- J
-
17 - `2/11/13 SH REVISED FOR' NEW LOADS.
- FmLMES'
48, 4813,• i2,.42D --
KOL NES aRSS -- - _
7SHDRT PANEL LONG'PANEL•
---. _.'ARTISTRY'
D.
- MODEL 4F IS FLUSH
!DEAL £DSS --
'CARRIAGE HOUSE'
SNORT�PANEL. LONG. PANEL
-
D
. -
SHORT, PANEL/FLUSH MODEL: (1) INTERMEDIATE STILE 'B[-, YVUM, EACH
EMBOSS .[(3) STILES PER SECTION AT W WIDE]. -EACH INTERM• •STILE
OPTIONAL GLAZING MAY BE
s
ATTACHED; WTH TOG-L-LOC.(TOP. & BOTTOM) AND URETHANE ADHESIVE,
'
STANDARD'OR;fUFACT-RESISTANT
(A.LON6 CENTER). -
GLAZiNI . SEE: SECTION a=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 VATH TOG L LOC (TOP & BOTTOM) AND URETHANE- 7
-
' DOOR HEIGHTq
OF' OF U-BARS
19 1/2-z:16 IMPACT RESISTANT'
GLAZING IS 21'=5/8"xI4-1jt`:<".
ADHESIVE (ALONG CENTER) EXTk-INTERM STILES (1)PER LONG PANEL
PER ,'SECTION, FIELD-tA1STALLED'S'12TIi (4) A ISMS (PER. STILE).
SEGTIDNS
MAX OLO SIZE IS 16 �ij2 zil',
-
UPTO710'
4 C�
.
.7'3' TO 8'9' _ --5 _ g.
9'0' TD ID6' _ ''6 9
1019, TO 12 ' 7 Il
z
l2'6'- 'T0 14-0' 8' 12
0
r
L. 14'3' TO IS>' 9
x
16'D ID15 -
. MAX SECTION HEIGHT: 2l'
S
0
Io
Ci
2�
TH6:000R MEETS,QR-EXCEE05 iHE,DESIGN LOADS FOR THE
ulna,
N i1MATE.IVIYD SPEEDS i15TE0 BELOI ACCORDING TO THE FLORIDA
P
BU0.OrtaG COCE OR IINTERNATIONAL BUILDING CODE (BASED ON
- C 0
ASCC7fOR 7HE FOLLO=G •CONCIDONS:' I) ENCLOSED
Ow
EUL0ING, i2j DGOR HAS Of YRDTH IN.. BURONGS END ZONE. 3)
AND
ANY ROOF SLOPE,'AND 4) TESTING IN ACCOUANtE-•,'lRH
OANfA"'.SGE-SPECIFX-CALCU ATIONS 8Y A o
.U:�IFI£D
SfCNF_.
fv
-
B U:TIr p7£ V1ND
SPEEB OfPrD
T55 460
1 170
180
195
1
EXP
CATEGORY
CA'...
B, •C. D B, C, D
B. E
H, E
B
MEAN ROOF MElgiTI
`25' .15E I
25'
15'
30'
DESIGN ENGINEER
SCOTT.HAMILTON, P;e,.
FLORIDA-LICENSE:Na, 63286
4
1�
110
••m •
W-AUE• ELEVATION
'CLASSIC` SHORT ii SED-PA,MEL SHOWN; •LONG `CLASSIC'
AND ;SHORT 'CARRIAGE HOUSE' ARE' ALSO APPROVED,
14z5j8" SHEET
METAL-. SCREW$
7. .
./4'z3/4" SELF
00 TAPPING SCREV.5 0
-o
14 CA END HINGES: T8 CA INTERMEDIATE HINCE
MPH VIEW -C
€ND STILES ATTACHED 70 DOOR,
SKIN,*Ato PxTENTED .TOG L-LOC
SYSTEM (TOP BOTTO. M., a "CENTER)•
SEE END HINGE
'VIEW B:
VVV SE_ .INTERMED. HINGE
VIEW. C.
SLIDE BOLT LOCK
END,
ENGAGES IIaTO
"
STILE.
VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR..
` m''POINT LOCKING'
INTO "TRACK
.SNAP CATCH ENGAGES
INSIDE SLIDE BOLL
LOCK. OPTION.
.ONTO VERTICAL .TRACK.
END
ONE SNAP LATCH 'ON
LE.
EACH SIDE -OF DOOR.
OUTSIDE
.
•
HANDLE.
c '
LOCK BAR'
OUTSIDE
�-END
ENGAGES IN.
KEYED-:.
STILE.
TRACK Oct
HANDLE.
- U-CH SIDE_
-
OF DOOR.
INSIDE HANDLE-
OUTSIDE KEYED LOCK WITH
OUTSIDE KEYED. LOCK WITH
SNAP LATCH COCK OPTION.
LOCK .BAR LOCKING!. '
DESIGN LOADS: +38.0.P.S.F. & -44:0 P.S.F.
TEST LOADS: =57.0 P.S.F. & -66.0 P.S_.F.
:UN2ss Stat'a CR _,"e 8555 Duke Roule
TOLERANCES— Ctbpay Ibson CH 45040
.0 - ±..031 8d Plc&da Can Tel Iti. 513-770-:
d^7 _ PAY fez Pk+. :513=770.i
.00 = '-•:Oi5 DESCRIPTION: CLASSIIC AND CH RE
.000 =:005
.0000 ±:ODT DRAWN BY: MW - 'DA7E: 3/i
Deg -es ._ 1/2• CHECKED BY: -- .DATE: --
Ullr,M Stolen .artC14- e
O:uENslr-%s & NCH . DWG. NO:: 101348 -. A/8
2 FLOQPOa p - O.oDNJCT Lap r
NO: N/A I A num-- OATI—
NTS DVIG.B
1 .OF 4, SIZE -
�� -16107
DI
' c
B
NJ
4,
PANEL, EtGGSS`DG�2S
SA IZS.GA 25 GA
•94, 73, 75 76
<Fx ' ,6RST I 2P.ST
�88 Q., 4211
IRT PANEL LONG PANEL
No (�6
_-STA4. F ��
F•GOR�gQ ���`
1O N Ai-'C-"% ��.
DESIGN ENGINEER:
SCOTT RAMILTODI; P:E,
FLORIDA LICENSE No_ 63286
4
3
'CARRIAGE_HOUS& 0MSED PANEL .EMBOSS DODP.S;.
HDDEI:S - 25G4 I 25 GA
CLOPAY GB= GR5S
'GALLERY' --
HOLHBS:4RSS
WRTISTRY[. _.
IDEAL {FOSS
''CARRIAGE HOUSE'
1
DESCRIP7IDN
HfSTORY "ON :SHEET ONE.
D
0UiD DOORS (NO -GLAZING) OR, DOORS WITH OPTIONAL fIPACj-RESISTANT GLkZING"ARE OPTIONAL DSe.OR 1/8" ACYRUC UTES..AVAILABLE.,OPTIONAL,ACRYUC'GLAZING IS
!PACT -RESISTANT,_ OPTIONAL INJEC71ON-MOLDED POLYCARBONATE' FRONT FRAME ANQ PL4511gLITE OPTIk OR LUCiTE CP.APPR6'/ED�CC2.PLAS7IC IN ACCORDANCE; WITFI ISO/FBC
'LAZING,Is GE LT,
SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE `Vi'ITH _ 1oO8;.
3C/FBC 2606 AND AN APPROVED CI PLASTIC 1N ACCORMNCE WITH F6C' 2612. THE ,ENTIRE ODOR ASSEMBLY INSTALLED 14 t6MPUAku WITH TN15 SECTION MEETS. TP.E
HE'EIITIRE DOOR ASSEMBLY INSTALLED IN COMPLWNCE R4TH'THIS.SECTION NETS TP.E. WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE:OR. INTERNATIONAL BUILDING
5N0 LOAD REQUIREMENTS OF THE FLORIDA BUILDING. CODE AND 1NTERNAKNIA1. BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT P.EOUIREMENT FOR VANDEORNE. DEBRIS
ODE FIND IS. LARGE -.AND SSUSL-MISSILE IMPACT RESISTPIT. REGIONS (REF; CI;APTER 'Tfi F8C/18C). -
2 'OF 4
SECTI N B—$ (IMPACT—RESIST4NIT GLAZING OPTION.) SECTION B—B '<NON —IMPACT ,RESISTANT 'GLAZING OPTION)
C'
'
FRONTFRAME" %WTH U.V.; COATING ON ,OUTSIDE SURFACE.
IS NARROWER THAN ��
NOTE THAT'FRO.NT FRAMEAR
DETAr
,
LUPACT=RESISTANT FRAME!"
1:25
TIONAc OEGGtii70E'
'225 M11171P.iIRPOSE HIGH BOND TAPE
"
SNAP —IN INSERT:
($ER9EET7 FRAME AND. E.ACAO£)..
`-DECOiAiIVE FRONT FAGC0.q
. �
iil
.c GLAZING
tiis8j
.�
-
MOLDED INSIDE
SEALANT STRUCTURAt SILICON_ AND
(BETVIE<H STEEL SKIN.AND FRAME).
LITE,HEIAINER.
1&3/4" PAN HEAD SCREW
(10 SCREVq PER LITZ)_
IMPACT RESISTANT _ ."
.
:ONE PIECE, MJECTICN
POLYSTYRENE .RETAINER- FAS'ENEO TO FRAV,E MITH
MOLDED CE UD(AN
'SLX2432T�FRONT
(10) 98 X' 3%4" PAN HEAD MACHINE SCREWS:
'FRiJ,1= h GtAzw1..
-
IMPACT —RESISTANT ASSEMBLY DETAILS.
STANDARD ASSEMBLY DETAILS
DRAVIONG 101348A
DFtAVV111NC ,1'0.1348-B
DESIGN LOADS +38:0 P.S.F., &
TEST LOADS 57.0 P:S.F_ &
U.—I Simla Ctn esae = C�
aK
TOLERANCES
T 2 FLORMAA Pfg((
SHORT PANEL: PAN-2F153
LONG PANEL PAN-2F156
P.S.F.
S.K.
PART NO.,. N/A
OLke BoU:e. b
VINDLDAD
A
y8585
11a=a2 OR 45040 USA
RATING
T' Nx 513-770_1m
T' Fm N. 513-7T0_4853
W 6 D P 3,8
CLASSIC AND, CH RP STEEL PAN SO +38/-44' PSF
DATE:_3/15/95
SCALE. NTS DtVG.
SHEET 2OF 4 SIZE
B
--
DATE_' --
348 -'A/B
VER; ISC
JOT APPROVAL 16107
3A 'ES !134_ - 25 .GA MaDELS !25 -GA 25 GA OF 4.
94 73. 75' " - CLOPAY GDSS; GR5S --
`4F.. _6RST 2RST� 'GALLERY'
BD 42S. 42B -- NOLKES ARSS
--
RY 2AtKEt LONG. PAI-2 _ IDEAL "
- NOEZL 4F IS FLUSH ''CA.2RIAGE MUSE' E05S
SHDRT•PhYEL, LONG. Oma.
IN ENGINEER:
HAMILTON. PZ
VERTICAL 'JAMB ATTACHMENT' (WOOD FRAME BUILDINGS):
3ZW'x3' •LAC SCREWS ON ."24' CENTERS: "1-,1/8" O.D. WASHER REQUIRED. ,LAG, SCREWS 'MAY
BE COUNTERSUNK (BUT. NOT REQUIRED)-; TO 'OROVIDE A FLUSH MOUNTING SURFACE,
HORIZONTAL. JAMBS DO NOT TRANSFER' LOAD.
VERTICAL JAMB ATTACHMENT (C-90 FLOCK ,OR 2,000 PSI MIN� CONCRETE COLUMN I
3/8"i3""SLEEVE ANCHOR BOLTS ON 22" CENTERS"(2,000 PS( MIN. CONCRETE). WASHERS,
INCLUDED WITH SLEEVE ANCHORS. ,
OR
1/4":3" TAPCON ;SCREWS ON -19.' CENTERS (2,006 PS1 MIN. CONCRETE) OR' 10" CENTERS-
(C-90 BLOCK). (" O.D. WASHERS REGUR.ED 17ITH TAPCONS.-;. - '
ANCHORS MAY BE' COUNTERSUNK (bUT NOT }2EQUIREb), 70 PROVIDE, A FLUSH MOUNTING
SURFACE. HORIZONTAL WARS DO NOT TRANSFER LOAD.
IZTHU_ JAMB CONFIGURATIONS: REFER TO DAS9A.TDS-i51. A LICENSED DESIGN_
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR -JAMB:
CONFIGURATIONS-`.
PREPARATION, OF JAMBS 8Y 'OTHERS
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONALOF RECORD FOR THE BUILDING oft STRUCTURE AND
IN ACCORDANCE WITH .CURRENT BUILDING CODE- FOR THE LOADS LISTED ON THS ORAWiNG,
rd
3
25 GA. MIN, G 40 GGALV.
STEEL SKIN VtITH A
llkkED-ON PRIMER.AND
A.BAKEO-ON POLYESTER
'TOP COAT APPLIED TO
BOTH S!DES OF STEEL
SKIN_
3" TALL U-BAR
;14 20 GA. GALV. STEEL
MIN. YEILV STRENGTH; ;50 KSI
1
GA. CALV..STEEL •.TOP
_lER BRACKET: EACH
4CKET ATTACHED'1Y/(4)
-5/87'S'IEET METAL
Tim
.LAP; JOINTS,
14"GA. GALV. STEEL.END HINGE
FASTENED TO END STILES Wj(a) EACH.
"QT4x5/8" SHEET METAL SCREWS & (4)
1/4" SELF TAPPING SCREWS,
3" TALL rz. 20 GA. •GALV. STEEL U=BARS
IN A'2;--1-2-1 PATTERN (I.E. TWO
U-BARS ,ON SOTTOM SECTION, 'ONE
U,-BAR ON NEXT SECTION, ETC.): . EACH
U--BAR ATTACHED .WITH (2) 1/4"K3/4"
:SELF TAPPING SCREWS PER STILE
LOCATION.
5 GX.ZALM :STEELBOTTOM BRACKET.
TA:CHEO WITH ;(2)_ .� 4-5187 SHEET METAL.
_ _JM W UA9 , EXTRUSION
81 VINYL SYEATH_ ERSTRIP:
.SECTION A -A (SIDE- VIEW)
TOLERANCES - ,<
.0 s .031
.00 = =:015
_000 = a.005.
0000 = ±'.001
Degiees = ± 1/2'
Unless Stated CTervse
MENSIGNIS-ME IN IM:HE
c
a -44.0 P:S.F. PART PANO N/A
- --
-8G.0 P_S:F. _ A.
;�apay �3< 40 USA
171NDLDADnRApT1IiG Q
o{u15 Canpx7. Fm. No. 513,470-4853 VY ( L I 31V
IPTION:_ CLASSIC, AND CH_ RP STEEL PAN SC +38/-44 'PSF
I 'BY a11V DATE: 3/15/9S_ SCALE: .NTS DWG: R
ED BY; -- DATE: -- SHEET 3 OF 4 SIZE B
NO.: 101,348 -,.A/8 VER: IBC
MOUC T I�PPROVA2 L 161007
SHORT PANEL ILUNG PA;
D ! - KDDEL 4F 'IS .FLUSH
' 2 TRACK. CONF7Gt7RATiON
HQjU 7RACK C(INFIGURARON T
ABOVc` THE DOOR,CPENDIG DOES- -w
AlU7.AFFECT_ THE WIND`LOAD i
PAk7VG. OF THIS DOOR. - ,o
a
i
0
52
_,
CC z
U
TP.AbK IS ALSO AVAILABLE.
*_ Noy6
A 9 .STA EOr
I AL
3
'CARR(PGE.HDUSE` RAISED. PANEL- EMBOSS. DDDRS
KDOELS _ 25"GA - ?5._GA
CLC?AY„ GD5S• GRSS
--
HCLHES MSS-
'A'RTISTRY'
IDEAL FDSS
'CARRIAGE HOUSE' - -
SHGRT PANEL LONG. PANEL
—DOOR CN^UNTERBALAN'CE SYSTE14
13 CA CA'-V. STEEL FLAG BRACKET A7TACHEO. TO
,uiLtB, Wtill 0) 5/16",X 1.-5/8" TAG SCREVrS
AND TO -TRACK WITH (2), 1/4" RIVETS.
45 ROD: SPLCING NTE 36' D-C.
i2"tq' .2'.GALV. STEEL TPALK•
/- TRACK THICKNESS: 0.8837..
16'_2 TYP; 2-1/2" X 12 GA: "G.A_TV.
STEEL TRACK ErRACKSS;
ATTACHED TO JAM8 VATH (1)
5/16" X 1-5/8' LAC SCREW PER
'TRACK BRACKET.
O'
9
SHEET,
REVISIONS
4 OF 4
REV Nrp_
ZONE:
DATE:
ECN: NO.
'APPVD:
DESCRIPTION
17 -
=
-
-
SEE PEVISICN HISTORY•.ON SHEET ACNE. _
D
' JAWS CONFIGURATION;
HOR17DNTAL TRACK
.
SUPPORT BY DOOR
LNSTALLER'(TO SUIT).
'2.6 SYP 'MOOD JAMB SEE _
OPTION&'STOP MOULDING BY INSTALLER, (TO SUIT).JAMS
PREPARATtON NOTE': �ffit3!�
is CA GALV. STEEL -END STILE.
271/2 X. T2_ GA CALY STEEL
TRACK 9RtCICETS FA_. ENED'70
1900D —MSS WIn 5/6 X 1-5/8"
" .7/T6 LID ROUND 18 GA. Gi.LV, STEEL CENTER. HINGE
41G SCREWS.
PUSH NUT FASTENED 70 INTER STILES W/(4)-EACH
FASTENER. R14,5/8' SHEET METAL 'SCREWS_.
-14 CA. CALV. STEEL ROLLER, HUNGES_ FASTENED TO END SU0. VV/(4)'EACH,g14.5/8'
2' C+L'V. STEEL TRACK FASTENED Ta
SHEET-FIETAL SCREWS.. AND (2) 1/4' SELF TAPPING SCREWS FER END. HINGE;
T2 CA GAL% STEEL TRACK ERAC'tcE'IS
"
WfTH EITHER (2) '1/4 DIX RIVETS. ;OR
�
_
2" OT4. 7-1/2` LONG, STEM: Id BALL STEEL ROLLER WITH STEEL OR NYI.ON TIRE.
(1) 1/4'K 5/8' BOLT & NUT PER
TRACK BRACKET_
SECTION C-C
PREPARATION
OF JAMBS BY- OTHERS.
LHR BRACKET (2-1/2'-F'5-,3/4`>, 12GAT
...
'
ATTACHED WITH (2) 1/4" i 3/4"'SELF TAPPlNG
SCREWS
.
OCtt71F TRAfk
'
TOV/ HEADR`OGM OOTK:h'
O 6Le li.,M'TAL
A
DESIGN LOADS +38.0 P.S.f. & -44.0 P.S.F.
- J
-,EST'LOADS: +57A. P.S F. & =66 0 P.S.F.
PART NO;: N A
/
U�uess STG1ec Otne z
01e-BcvI-m,d
VIUDLDAD RATING
'A
TOLERANCES ae
S.,sok CH'45ND LISA
�.Clopay Td 513_770-4BDD
W.6. D P 3.8
D - '3.031
w.
3:ad'4q lloWrts.Carx.+T Fe No: 37770-4853
.00 = !Xlt-
DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC+38/-43 PSF
ODO f 005
woo
DRAV/T! :Bf: r41v
QATE_ 3/TS/95
SCALE: '_NTS
DING.
Dese-i - a 1/2-
CHECKED BY: --
DATE::'--
SHEET 4 ;OF <
SIZE: B
U Ieis:STo;eo Omerv7se
DINEN510NS. ARE iN tKZHES. DWG,. NO,.' IOT348. - A/8
VER: IBC
4 3 ? 2 FLOO RCIDQ PAODMC T APPROVAL 1610- 7