HomeMy WebLinkAboutPROJECT PAPERWORKn
MODELS
27 GA SHORT
27 GA FLUSH
27 GA LONG
CLOPAY
4300, HDG
4301, HDGF
436710. NDGL
HDLHE,
66. 56G. 6200
68. 6201
67, G. 6203
IDEAL
SP200
SF200
SE200
D
(1) 20 GA. DACKER PLATE BETWEEN EACH
EMBOSS LOCATION THAT CONTAINS A CENTER
KNGE. ATTACHED WITH DOUBLE SIDED
ACRYUC ADHESIVE TO BACK OF DOOR. A
o
C W
9.
01
W�
3
1 OF 4 REV. NO. ZOt
1 02 1-
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. SEE SECTION B-B ON SHEET
I= FOR DETAILS. (GLAZNG SHOWN IN
INTERMEDIATE SECTION)
AS
■
�W
�TV
To HEIGHT
NOT
SECTIONS
TO T'0'
9
TD B'9'
S
TO IO6'
6
TO'K'3'
7
' T➢ l4'0'
8
TO 15'9'
9
16'0'
ID
MnX SECTION
HEIGHD 2P
DESIGN ENGINEER:
SCOTT HAMILTON. P.E.
4
STRUT AND TOP BRACKET
`ARRANGEMENT WITH STANDARD
ENDSTILE AMID TOP SECTION SOLID OR
GLAZED (SHOVIN).
,16 GA DOUBLE ENO STILES.
MAY BE NOTCHED FOR LNES.
-VIEW 'B" (SEE SHEET THREE).
- WEVI "C' (SEE SHEET THREE .
�- TWO POINT LOCKING
INTO TRACK.
2
1
SCmivNED
BY
St. Lucie County
STRUT AND TOP BRACKET ARRANGEMENT WITH
STANDARD ENDSTILE AND LRES IN TOP SECTION.
®'E
®�®
®�®
®■I
�®
T
:
A
j
L--A
(2) IHR TOP BRACKETS USED AS
INNER BOTTOM BRACKET.
DOOR WIDTH
(1) 3-IN ROLLER CARRIER (P/N
SNAP LATCH ENGAGES
IIY INSIDE ELEVATIONS
0120394) USED WITH 3- TRACK,
ONTO VERTICAL TRACK.
OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE.
NNAP LATCH ON
OF DOOR.
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845.
SURE BOLT LOCK
END �I V-ENGAGES
STILE.
I ON
VERTICAL TRACK.
ONE LOCK ON
;INSIDE
DIEACH SIOE OF
OUTSIDEKEYED
END
KEYEDSTILE.
HANDLE.
INSIDESLIDE BOLT
HANDLE
LOCK OPRON.
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCH OPTION.
MEETS OR EXCEEDS THE DESIGN LOADS MR ME
WND SPEEDS LISTED BELOW ACCDRONG TO THE FLORIDA
CODE OR THE NTERNAICHAL BUILDING CODE (BASED ON)
FTH��RR
FOR THE FOLLOWNG CONDDONS: 1) ENCLOSED
2)DOORINS2' OF WIDTH W BUILDING'S ENO ZONE. 3)
SLOPE. AND 4) TESTING IN ACCORDANCE WITH
PA HIS. SITE -SPECIFIC CALNIATKN5 BY A OVAUOED
ROFESSIONAL MAY DIFFER.
ULTIMATE WIND
160
165
ITS
HIS
200
SPEED MPH)
E%A15U'iE
GTESURE
B. C. D
B. C, D
B. C
B. C
B
BEAN ROOF HEIGHT
25'
IS'
25'
IV
30'
3
VLL.O 2.031N
W - *.015
.000 S.OU5
ODOO a 5.001
ONgreee 21/7
na SlollJ OIMNee
6NSpM M[ W MON
END
n STILE.
OUTSIDE
HANDLE. YI/��ly{E�/LEP�1y • LOCK BA
ENGAGES
TRACK 0
EACH 51[
OE DOOF
OUTSIDE KEYED LOCK WRH
LOCK BAR LOCKING.
DSIE-1F171
NO.: N/A
WINDLOPD RATING
D
C
0
v
d
on
MODELS 2] GA SH02T 2) GA FLUSH 27 GA LONG I SET' REVISIONS
CLOPAY 9300, HOG 430E HDGF 9310, HDGL Z GE 4 REV. NO. ZONE: DATE:, ECN N0: APPVO; DESCRIPT
02 SEE REVISION HISTORY ON SHEET 0
HOLHES 66, 66G, 6200 68. 6201 67, 67G. 6203
)DEAL 1 SP200 1 SF200 I SE200
DOORS (NO GLAZING) OR COORS WRH OPTIONAL IMPACT -RESISTANT OUTING ARE
-RE615TN9T. OPTIONAL DNECRON-MOlpEO POLYFRONTBOIUIE FRONT FRAME AND
G IS GE LEXAN UX2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WRH
CODE AND IS IARGE- AND SMALL -MISSILE IMPACT RESISTANT.
SECTION B—B (IMPACT —RESISTANT GLAZING OPTIONI
C /` DEVIL 'D•
7■
AI
ENGINEER:
MTON. P.E.
CENSE No. 63286
4
iW WY DECORaTNE zn 1 MULTIPURPOSE XICX BOND TAPE
SNAP-W MERT.
RA
(BETI EEN FRAME AND FA E).
•
DECORATIVE FROM FACADE.
Woo
\ /\
/ �-STRUCTURN. SULONE
MM
(BETWEEN. STER SwAND
x D fRN1E), \\
WPPLT RESISTAR
/
ONE -EDGE LV
ML1 REfPM fA61ENE0 TO FRAME TYIIH
L�CTE)IM
MOLDED GE LEwW
(10) is
(10) le . 3/+- PAN XEAO LVCIONE SCPET/5.
Stx2932ii FROM
FRAME k�GUZWG.
IMPACT —RESISTANT ASSEMBLY DETAILS
DRAWING 104767-A
■C
OPTIONAL CSB OR 1/8- ACYRUC LITES AMIABLE. OPTIONAL ACRYLIC GU INO IS
PL SKOLITE MW OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WRH IOC/FOC
2606.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPILINCE WITH THIS SECTION MEETS THE
WHO LOAD REOUIREMEMS OF THE RORDA BIRLMIG MOE OR INTERNATIONAL BUILDING
CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORME GEMS
REGIONS (REP. CHAPTER 'I6 FBC/IBC).
SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION)
MONT FRAME WITH U.Y. COATING ON OUTSIDE SURFACE. C
NOTE THAT FROM FRAME IS .NARROWER 11VJi
IMPACT -RESISTANT FRAME.
13!
GU21NG
WADED INSIDE
UTE RETNNER.
J EED ' PAN HI
M
SCREW
(10 SCREWS PER MITE).
Elm
STANDARD ASSEMBLY DETAILS
DRAWING 104767-8
DSIE-IF171
SIGN LOADS: +30.0 P.S.F. k -42.0 PS.F. PART NO.: N/A
.T A • + 7.0 PS.F. B - 3. P.S,F. A
TN® sINN dner.a. _ n'O a 866i Duke Q.d W WINOLMD RATING
TOLERANCES am �. a y T,V ;U-M-9� W 6 D P 3 8
.0 . 3.031 Du#4 N ,s OMnPnM Tw Na. 31J-AO-4M
.00 3.013 DESCRIPTION: 2' US INS. ODORS TO I6.2' (SEE TABLE FOR MODELS
.DOD x.005
.0000 - 2.001 DRAWN BY: BH DATE: 11/fi/12 $FACE: M$ pWG.
IT". - tl/2' CHECKED BY; SH DATE; 11/6/I2 SHEET 2 OF a SIZE B
"I m
on
70
HD➢ELS
2t GA SHORT
2] GA FLUSH
27 GA LONG
SIEEi�
3 OF 4
CLOPAY
4300, H06
4301, HOGF
4310, HDGL
HOLMES
66, 66G. 62M
6" 6201
67, 67G, 6203
IDEAL
SP200
V20D SE200
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
uoPoiaoiRo uoroa)
NOTES:
1 AUL LEADINS DOOR IS R DTO THE TRUCX AND IMCK TO
KALL SYP ((GRADE S2 ORFROM
THE 2 6 BETTER) JA B$. NO LOAD FROW HEFROM DOOR M
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EAOH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF ♦342 LB R -378 LB. PER UNEAR
FOOT of JAMB.
3. ALL AND FASTENERS MAY BE (BUT ARE NOT REOURCD M BE) COUNTERSUNK TO PROMDE A
FASTENER
RUSH MOUNTING SURFACE.
TPE
4. A 1/3 SIRESS INCREASE FOR IAND LOAD WAS Ml USED IN THE CALCULATION OF ALLOMABLE
LOADS FOR "'"'ORS AND FASTENERS FOR STEEL. CONCRETE MD MASONRYY,
2x6 WARM JAMB
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACIHMENT OF TRA[K ANfiIE TO 2,6 NERIIGL MPS OR SUPPYRING STRI UREI
AIA%wUM
ON -CENTER
pSTANtE
STEEL
WASHEflS
BUILDING ME FASTENER TYPE
FASTENS ,
fA51ENER5
REO0 ED?
BLOCK A {'
- A'
I 0 D.
JOW PS NW. COYCPETE 1 4 . 1 ANN. EUBEO TAR- CONCRETE ANCIWR
-1 a
1 O.D.
2000 1 T-] 4 MUL MBED WSJ- T AIIKR SLEEVE AN OR
4-
I'
4- MI M
1
1
I
• MST (BOTTOM) ANCHOR STARTING AT HO MORE BNN NICE Of THE LN NXIM ON -CENTER D3iMTE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY D06 NOT SUPPLY JAMB ATTACHMENT FASTENERS
NNODUM WSFM'CE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2•', EXCLUDING STUCCO THICKNESS.
114.5/8' SHEET METAL SCREWS
OD D WRING SCREWS.
D
14 GA END HINGES 18 CA (MIN.T INTERMEDIATE HINGE'
MEw 8 MEW"C
ENGINEER:
OLTON. P.E.
CENEE No. 63286
4
2 �
REVISION
). ZONE: DATE: ECN N0. APPVD:
- - SEE
1.95' THX:K, 1® DENSITY
EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO BOTH
EXTERIOR AND INTERIOR SKINS.
TONGUE AND GROOVE JOINTS. -
4'—
4-%1/
L
VIEW "D,
4• TALL TAPER STRUT.
MIN. CALV. STEEL,
SO K51
MIN. 80 KSI.
2] CA (0.016- MIN.) EXTERIOR
STEEL SKIN WITH G-40 MIN.
GABAKEDPOLYESTER
PAINTEEDD TOP COAT
APPLIES TO
BOTH SIDES OF STEEL SON.
SILICONE FILLED CHANNEL SEPARATES I D
FROM AND BACK SKIN OF DOOR.
(2) 12 GA. CAM STEEL TOP ROLLER
BRACKETS (2-1/2' x 5-3/87. EACH
BRACKET ATTACHED W/(4) @l4x5/8' SHEET
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4'.1/2' BOLTS
AND NUTS PER BRACKET.
27 GA (0.016- MIN.) INTERIOR STEEL SKIN
-(DRAWING OUAUTY) WITH G-40 MIN. GALV.,
BAKED -ON PRIMER AND A BAKED -ON 1.
POLYESTER PANTED TOP COAT APPUED TO
BOTH SIDES OF STEEL SKIN.
14 GL GALV. ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4) 0144/8-
SHEET METAL AND (2) 1/4-.3/4• SELF
TAPPING SCREWS. SEE MEW •B'.
ONE 4' T-STRUT PER SECTION. (SEE
-MEW •D') EACH T-STRUT ATTACHED AT
EACH HINGE LOCATION WITH (2)
1/4'.3/4• SELF TAPPING SCREWS.
13 GA GALV. STEEL BOTTOM BRACKET ATTACHED I B
WITH (2) $14.5/8' SHEET METAL SCREWS.
ALUMINUM EXTRUSION k VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
1 VLLRXIY{,LJ p�.
.0 • 3.031
DO 5.015
.000 1:.005
DODO 3.001
Oe9Trea a t1/2
DSIE-1F171
'ART NO.: N/A A
VINMITAD "TING „
W6 DP38
IBC
AL 16107
4
1J
L
I I
HOTELS 27 GA SHORT
27 GA FLUSH 27 GA LONG
SKEET.
REVISIONS
CLOPAY 430D, HOG
4301, HDGF 4310, HOGL
4 OF 4 REV. NO.1 ZONE: I DATE:
ECN NO. APPVD: 1 DESCRIPTION
02
SEE REVISION HISTORY' ON SHEET ONE.
HOLMES 66, 666, 6200
68. 6201 67, 67G, 6203
'DEAL SP200
SF200 SEM
D
2' TRACK CONFIGURATION
iWWM 7RACKCPINNCOWESUROION ABO ME
NUWZOMAL TRACK
D
DOORS UP i0 8LBS.
DO
THE
DO
0,ND LO4D RKT01G OF THIS OR
SUPPORT BODOR
T
NSTALLEJL SUM).
DOORCOUNTERBMNICE SY51pd
JAMB CONFIGURATION
DOOR
DDORS UP TO am LBS.
HEIGHT 'L'
GALV. STEEL FLAG EWI.O(ET ATa[HEO TO
1AG SCREWS
=S/B'
O TRACK WRH (2) I/P PNE15.
72+6
I' DOOR OVERUP (EACH 90E)
S1P WOOD JMJB. SEE 3'MIN.OPTIONAL
STOP MOULDING BY ISTAUER (TO SM.
YApNG ME H' O.C.
_'JAMB
PREPARATION NOTE'.I6
W CMV. STEEL DOUBLE-EMD-STLLC fASRT'EO MM I /8 % 1/]' TUF[R SCREW.
( )1
2" WLV. MEL TRACK.
_Mir
2-1/2- X 121R,OL
BRACKETS F-1ENFD TO
11 - ' 1
1-5/8-
ROOD JAMBS %IBM 5/6' X 1-5/8"
)/I6' lD. RdND 18 W WLV. STEEL CENTER HINGE
HOT TO EXCEED 1{"
PMSN NM FASTENED TO SECTIONS W/(4) EACH
ON -CENTER, MIN. OF (9) TAG
FASTENER. /14+5/8' SHEET METAL SCRUNS.
C
oSTEEL
M 2-1/2- X 12 W WLV.
-
SCREVS REQUIRED PER JAMB.
14 CA WLV. STEEL ROLLER HINGES FASTENED i0 END STILES W/N) EACH /144/8'
FATTACHED
TRAP( BRACKETS,
TO JALIB TAM (1)
14'- '
SHEET METAL SCNEYS AND (2) 1/4' SELF TAPPING SCREWS PER ENO IL'NGE
05/I6-
X 1-5/8- M SCREI PER
-
2" w.W. STEEL TRACK FASTENEO TOTRW(
t24-1,
BRACKET.
_
_
12 W CALV STEEL TICK BRACKETSI
MIN EITHER (2) 1/4• DM, AVER OR
2' OIA 7-1/2' LdVC SCM, 10 BAlL STEEL MOILER MIN STEEL OR HnON 1WE11%)
1/4' X 5/8' BOLT Q KM PER
c
TRACK BRACKET,
LIW BRACKEF (2-1/2" . 5-3/4_' . 12W)
PREPARATION
OF JAMBS BY OMFRB. ATTACHED MTH (2) 1/4' . 3/4 Uv TAPPING
SCREWS NOTE THAT MR BRPLKEIS ARE ALSO
USED VAM "OOUBLE END STILE' AS SHOWN IN
ZONE B-3 SHEET 1
�1
4It
3" TRACK CONFIGURATION
DOORS 800 IOS AND OVER
ENGINEER:
RLTON. P.E.
B TRACK CONMURKRON ABOVE ME
DOOR OPENING ODES NOT AFFECT THE JAMB CONFCURATION DOUBLE TRACK
VA.YD LOAD RATING OF MTS DOOR CDOORS .ROD LBS AND OVER. LON u,CRO0, OPTION
FMR REGUNCD FOR
_, �OOORS ORS OVER B' NXUL (AVAIL FOR BOTH 2" MD 3" 1RAO4)
TAPERED '
L 0.101'.
YFIf IIGV
JMNaIo
Q NUR
E IroPoZOMAL
I" WEB? MAW (EACH DOE) (RACK.
2+6 STP WOOD JAMB. SEE STOP UUIIIBING BY DOOR INSTALLER (70 SUIT).
HDR�ZOaiAwl N *'W'IB PgEPAMTIOX xOTE'- 16 GAGALV. STEEL OWBLE-END-SME FASTENED WIN (1) 98 % 1/2- WAVER
• 2-)/8 SCREW. END SRIE Olaf: 5-3/4 % 2-I/8' % 3/6
14' IM%IMUIJ SPACING
- no. LAST MOUNTM1G
SLOT TO MACK JUNCTION
ADNTIONAL MOUMTIND SLOTS
SPACED AT 12" CENTERS.
7:112' ON CEMEN
46'
34 Y. TRACK BOLT AND NOT AT EACH
MOUNTING SLOT I-MMM.
ODOR VERTICAL
22" HEIGHT TRACK LENGTH
7
10- 6
- 133
I{ - ,
u'R I6-0 1
3-1/4' x 2-7/87 MLY. + "W- TAPERED
ANGLE ME IAG BOLT MOUTHING AT TRACK
CONTCURNMN BELOW.
0.101' THICK s WLV. MEL TRACK PASTE
TO TAPERED ANGLE TRACK ATTACHED
TAPERED ANGLE %M ONE I/4'F5/9' BOL
NOT
AT GCH MOUNIT 0 S
�D
7w.,/8' UD SCREW -,CD AT THE 541E
DISTANCES AS THE TRACK BOLTS (LE 3-1/2-. 10'. 22% 34%
46'. CTC.). ACDITIOXLL TAG SCREK LOCATED AT IV. 28. Q
40- MOM BOTTOM. TWT) M SCREWS ALSO LOCATED ABOVE
VERTIWL/HOMZONTAL TRACK JUNCTION.
E
19-1
7/16' TV. Ra1ND fASlflIED TO SECTIONS VI/(a) FIDI
'USN NOT JI4d/8' SKEET METAL SCREWS.
FASTENER.
14 GA BN,V. STEEL ROLLER NOGES FASTENED TO END
SIRES IV/(4) CACH /14aS/8- SKEET METAL SCREWS
AND (2) 1/4' SELF TAPPING MAVIS PER ENO JORGE.
3' DIA 8-1/2- LONG STEM BALL BEARING STEEL ROLLER.
SECDOv a-CRANUFACTMING PRODXT COIL
IN OF JAMBS BY OMERS. DSIE-IF171
SIGN LOADS: N38.0 P.S.F. Q -42.0 P.S,F. PART NO.: N/A
TT DADS N57.0 P .F -6 .0 A
Nm Lo1e4 Ou.Au _ nlO MDula B .,X VINDLOAO RATTNG
TOLERANCES,,. �l y Mmmt CH
51 -SOFT M\ / 6 D P 3 8
M. N. 3-Tr0-4600
.o - :.osl BiM:p PIMMU r F. xo_ Nsaro-4BV
W
AO ' 3,015 I
DESCRIPTION: 2" EPS INS. DOORS TO I8'2- (SEE TABLE FOR MODELS
000 . 3.005
p000) i,001 DRAWN BY: 'SH DATE: 11/6/12 SCALE: MS DWG.R
049^F4' 81/t CHECKED BY. SN DATE: 11/8/12 SHEET 4 Oi 4 512E L