HomeMy WebLinkAboutPRODUCT APPROVAL4- 3 [ I
CLOPAY / IDEAL / HOLMES SET' REVISIONS
524 / C4ST / 224 / 246A 14/8' RIBBED T OF 3 REV: NO. ZONE: I DATE: I ECN N0. APPVD: DESCRIPTION
524V / C4SV / 224V / 24GA I-,7/8' RIBBED .INSULATION - 02 - 4/15/15 - .SH flEYI5E0' lAYOLf TO 3 PAGES
524S / C4SS / 224S / 24GA 1-i7/8' RIBBED INSULATION VITH .STEEL BACKER (�(�n'p�
520 / COST / --- / 20GA 1-7/8' RIBBED - ,�lIIPo1VOVC�I
520S / COSS / --- / 20GA 1-7/8' RIBBED INSULATION VITA .STEEL BACKER - SCANNED
D " A 20 GA. CAM STEEL U-BARS ARRANGED WITH 2 U-BARS - By
3C
PER SECTION U-BARS ATTACHED AT EACH STILE 'LOCATION S .LUCIP.Q:A11111h -
WOH (2) 1/4" K 3/4" SELF -TAPPING SCREWS ,
RECEIVED
- AUG1�i2019
' - ST. Lucie County, Permitting
C
TABLE 1
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L•TF]fC1mCYE1—�•`
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ENGINEER.
IILTON. P.E.
CENSE No, 63286
4
2
TN4 DOOR MODS. OR "CEEDS THE OESCN LADS FOR THE
A.TLwTE WIND SPEEDS LISTED BELOW ACOORdNG TO THE FLORAA
BNLIRD CODE OR THE NIF .7TI BUDENNG CODE IBABED ON
ASCE7-10) FOR WE FOIJXNNG COAVIT0 : 1) ENLLOSEO
ZONE, J)
HAS a' OF MOTH IACCORpUICE
ANY NOT2SLO�.RAND ) T61NO IN p
"F/D A 108. SRE-SPEMC CALCAATONS SY A QUAIJ EO
DEMI PROFESSKmh. wY DIFFER.
A.TINATC WIND
155
1"
I10
In
I"
SPEED OWD
CKPOSLRC
FATCGDRY
B. C. 0
B. C. D
B. C
R. C
e
BRAN ROOF HEMi1i
25'
IS'
2S'
IS,
3D•
8
IMPACT -RESISTANT .CONSTRUCTION:
SOLD DOORS (NO GLAZING) MEET THE LAND LOAD REOOIREMENTS
_ OF THE. FLORIDA BLOWING CODE AND INTERNATIONAL BLSDING
CODE. AND ARE LARGE- AND SMALL -MISSILE IMPACT RESISTANT.
- ` END
0 VERTICAL TRALK. SIRE
WSIDEOF
OAP TH N
SLOE BOLT LOCK ALTIIRING PRO=f CODE
ENGAGES INTO C-PAN-IE448
END VERTICES TRACK. DESIGN LOADS: +36 & -42' P.S.F:STILE. ONE LOCK ONOUiSDE TEST LOADS +54-& -63 P.S.F PART NO.: N/A
HANDLE. LOCBAR . LhIOv vexa anei.%. n'O SIMO t4 BOukv4r4 VMDLOAD RATING A
WOR SIDE OF E LD ENfAKGEaNN TOLERANCES an = �1 (( ,may '=�°" EH A5Ga0 M
T6 N� 510-TA-T&DW6 DP36
HANDLE. EACH' SIDE•0 ` 5.031 emnNL R E-513->ro-IBU.OD . 1.015 DESCRIPTION:' -COMMERCIAL RIBBED STEEL DOORS UP,TO-12'2V/INSIOF SLIDE BOLT - OF DOOR. OOD - t 005
LOCK OPTION. D rtBID KEYFO OCK WITH O g510 KEYFO K AWIH .ODOR T'.wi DRAWN DY: SH DATE: 12/1/14 SCALE: NHS OWO. R
SNAP LATCH LOCK OPTION. LOCK AN LOCKING. Oegrm.� tl/2 CHECKED BY: MWW DATE:'4/15/IS SHEET 1 OF 3 51ZL
"INNONs 4 ¢s. OWE. NO.T IOS811 YETI: IBC
s z PLOo G�pDQ P ODNJC�4 QPPPOO VAL 1776771
i
i
41 3
SNEEU
2 OF3
D
_
HORIZONTAL (TOP) J.Ma JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOW FROM W(NR) NOTI,.. -,
1. ALL THE LOW FROM THE DOOR IS IRµSFEPRED?O.iNE TRACK ARD THEN FROM THE TRACK TO
ME 2.6 VERTICAL SIP (GRADE /2 OR BETTER) JAIIfK NO LOW FROM INS DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. MH VERTICAL JAMB SEES A UWOUMUM DES GN LOAD OF In LIT & -220 LB. PER UNFAR
rot DF JAMB.
J. ALL JAMB FASTENERS NAY BE (BUT µE NOI REOUTAED TO,BE) CONTERSUNK i0 PROMOE A
FAMTYPE AEA
4. A 1�/3 STRESS MRFASE FOR.'WUID LOW WAS ME USED, IN ME MCUTATCN OF ALLOWABLE
LOWS FOR ANCHO AND FASTMITIS FOR STEEL, CONCRETE AND. MASONRY:
• - III.
W%. O.G NSHE: 2,6 WOOD JN10S NS NWT REDMRED INM CONINUWS A r MOUNT 7R HONEYER.
IF DESIRED ON STEEL MVITS. OR CONCRETE OR BLOCN WALLS, APPROVED FASTENERS AS
DETAILED SOON SHWIO BE IHfAFASED INIENGTN':BY:1-1/2' AND INSTALLED DREMLY
G`
THMIX7H THE ANGLE AMID VIOOD'JAMES INTO THE STEEL JAMSS OR CONCRETE OR BLOCK
WALLS ANCHORS CAN GE (BUT ARE NOT.REOMREO TORE) COUNTERSUNK TO PMiDE A RUSH
WVNRNG SMO-AIZ CONTINUOUS NIGLE?RACK Cµ TIRE HOSTED DIRECTLY TO GROUT
2,6 VERTICAL JAMB REINFORCED BLOCK WALL OR 3.000 MY LUVCOMCRETfl COLUMN OR STEEL JµBS
- l l
1
MEW - -
'3'
TALL SO'KSI U-TSAR
1-0/B
-GA.
T 20 CAM STEEL.
B
FASTENER ATEACHMENTY TO SUPPORTING SIRUCMRF SCHEDULES
A
2
OPTIONAL. IS PRYSTYM+S MMASION
ISLE )90EL CYRlWAT10U
1
ITION
ONE.
D
B. iP0 V-2RR5 ON
tauvoH
NINGC rMTEMP WITH (4)
L14,3/O' SISET KETAL SCREWS
µ0 d) 1/a•„]/<' SELr-TAPPING
SM.S. SCC VIEW B
Y14IS&MV.RGLt-ERHMCACH
VIRTUE I G E JOINT
BOTTOM ROLLER BPACKEI D 13 GA
GALW. STEEL UICASURWG.T
9-lre• HIM), rmwYcD VNH (4) O4
BOTTOM SECTION RCINY CD
x S/B' LG SKI. NIL. SCREV
VAIN 1CIPF%0 KWNLM
CxTRV51(M VIM INTEGRAL
1
REM FOR Fl. LE WINTL
A RYA6AL-
WILDRx; ME
FASTENER TYPE
MAXIMUM
ON -CENTER
MANGE
BEIVIEEN
FASTENERS
Ma
WASHERS
REWIRE02
♦ I-1 E
GROU lLE OO( WALL
I a l-J ♦ NW: ENBEO ULTR6CON ETE ANtlpft
12-J 4
flACON_LON
11
I O.D.
2Wf1 P51 NM. CONGfl lE
4 , I- MJN. EMBED TAPCON CONCRETE ANHHOR
.-I'.
J 8 V 1-J ♦ NW. EMBED.11 µMR i SLEEVE µCMR22-�W—
INCLUDED
21, N
'
FASTENER
L•L,S�\\� 1 1 FM (BOTTOM) µL STMNNG AT NO MORE THAN HALF OF IRE MMUR M M-CENTER OSTANCE., HONEST ANCHOR INSINSTALLEDTALI
AT IEAST AS NI(RI AS THE DOOR OPEMW.
EERI i LW=PAY DOE$ MY SUPPLY JAMB ATTACHMENT FASTENERS
NUUM USTAN:C BEIAEEN CENTER OF ANCHORO ' AUD DOGE OF CONCRETE Bt2-1/2'. UCLUWM'STUCCO IHIC
P.EKNESS.
Yo. 63286
41 1 3
SECTION A —A (SIDE VIEW)
RLIM 6tE
_'UIUpa1
TeLNa613-PO-4560
DP36
.O 5.031
BYdq RJBxH F�aSRp�my�
Fu Nn 31J-210.483J
.00 3WO
.OIS
DESCRIPTION: COMMERCIAL RIBBED REEL DOORS UP TO 12'21N
Dppp . s Mj
DRAWN BY: SH
DA7E: 12/1/la
SCALE: TITS
pyJp,
DeRHes . x1/Y
CHECKED BY: UWM
PATE: 4/I S/15
SHEET 2 OF 3
ISIZE
w IRR[NSLLK �[ N cl¢S.
DWG. NO.: 104811
VER: IBC
+ FLOO RADA PRODUCT APFi�OO VAL 17671
9
0
D
2- TRACK CONFIGURATION.
LW DOUBLE TRAG(
HEADROOM. M-UIT TRAM
fCILOW-ME- ROOT
TRACK. AND VERVC&L In
TRACK WE MIS.ABIE
OPTIONS.I
T�
TRACTL C HmRKTXM
ABODE TIE DOOR OPEHNG
:-
3
DOES NOT AFFECT ME
Lj
.0 LOW RATING,
t
Y "
CK
3* TRACK CONFIGURATION
TIM OWNS TRACK
HEADROOM. M-L"T TRACX.
rOILGW-THE- ROOF
TRACK, AND VERTICAL OR
3 TRACK ARE AVNIABEE
OPTIONS
T '�1�
TRACT( CON'FKARAIION
WES£ ONE DOOR THENxc
DOER NOT RATNG THE
Ww0 tivD RAnNG
it
ENGINEER:
ri
YII
RJSwMR (TO suR). I DOOR COUNTERBALANCE SIMON
13 CA GALV. FOR FIW BRACKET ATTACHED TO
JANB W11W (3) 5/16' x 1-5/8' IRAs sCNOIS
AND TO TRACK WITH (2) 1/4" RAFTS.
3SEWfM TRACK BRACKETS NJ 24•
MRS. AS MOORED, SRACNO NOT TO
SRACKEF AND FUG BRACKET.
TYP. 2-1/2' K 12 GA GA.V.
STEEL TRACK'BPACRETS OR
TRACK CAPS. ATTACHED TO JAMB
WIM (1) 5/16- x 1-5/8" LAG
SCREW PER TRAC1t BRACKET OR
TRACK CUP.
HANG REWIRED FOR
OVET 0' HGH.
TAPERED STEEL TRACK AND ANGLE. TRACK
is 0.101-. ANGM MICKIR 55: 0.080'.
E OMENSIONS 3-1/4' . 2-7/0
3 OF
1- DOOR OVERLAP (CAW SIDE)
2.6 SW WOOD JAMB.
REOILRED FOR BRACKET
2-1/2' x 12 GA GALV. STEEL
1RACX OFACKETS FASTENED TO
WOOD .RANDS WON 5 - K
FA
REVISIONS
DATE: ECN NO. APPVD:
SEE REVISION
JAMB CONPGURATON
DOORS WITH 3- TRACK.
2-0-7/8- IB G GALV. REP. 514E Nil
TO SON TAM LOG-L-LOCS (2) AT TOP &
BOTTOM AND (I) AT EACH MAIOR RIB.
u
IT
ANGLE MOUNT IAMB omT BATON
2.6. SM JWB If PRESENT; D
SEE JAOB NOTES ON SHEET
E2).
RE ACH VERTICAL TRACK 10 BE
� CONIwD0U5 OR R[VERSE WGIL
TWO 1/4' RIVETS PER
1-5/8' TAG SENORS HOT TO 7/I6' I.D. RWND SCREW AT EACH TRACK MP
PoISN Mli FASTENER I+ GA GNV. STEEL CENTER LOCAPON. ALSO TWOLAG
EXCEED b' ON -CENTER, FASTENED TO SECTION SCREWS LOUSED ABOVE
W/(4) EACH /14.5/B" MEET VERTICAL/MRMOMAL TRACK
NEIAL. SCREWS. JUNCIgN.
2' GALV. STEEL TRACK fAMENED TO 14 GA GALV. STEEL ROLLER NNGES FASTENED TO END STIES W/(4) EACH /144/8"
12 ,GA GALV STEEL TRACK BRACKETS SWEET METAL SCREWS AND (4) 1/4• SELF TAPPING SCREWS PER END HINGE, n
WITH OMER (2) 1/4" DX RNE15 OR L.
(1) 1/4' K 51W BELT & NUT PER 2- D0. a 4-1/2" LORD STEM O/16- D0. SHAFT), 10 BALL STEEL ROLLER WON STEEL
TRACK SRACXET. OR NYLON ME,
c C_ TWIN O-[ Lilt BRACKET (2-1/2' A 5-3/4'. 12GA)
'PflEPARATON fIF JAMBS AY OTHERS ATTACHED WITH (2) 1/4" a 3/4 SELF TAPING
SCREWS
DOUBLE TRACK
LOW HEADROOM OPI10N
JAMB CONFIGURATION (AVNL FOR BON 2" AND 3- TRACK)
FOR DOORS MOT 3' TRACK, t.tl.K. E HORIZONTAL
1' DOOR 11YFRVW (EACH ROE)
OPTIONAL, STOP NpNING BY DOOR PISiP11£R (10 SLR).
IS GA GALV. 2-3/4' WIDE STEEL GAVV. ENO SME
FASTENED TO DOOR SKIM W(M TOG-L-LOC. (2) EACH
2.6 SIP JAMB (IF PRESENT: TOP .& BOTTOM. AND (4) VERTICALLY.B SEE VUA8 NOTES ON SHEET 3). 2".1-0/D' 18 GA-GALV. WER. SEE ATTACHED
L THAN 10 SON W1IH LOG-L-LOCS (2) AT TOP &
TV DOOR BOTTOM AND (I) AT EACH RAZOR MB.
(TO RUT). 3-1/4- . 2-7/B' uw.. DOD- TAPERED
ANGLE. SEE LAG BOLT MOUNTING AT TR/!X
COMIGUR'llm BELOW. 14 C0. GALV. REEL CENTER HPICE
AS ROD: SPACWG ME b' O.C. SEMEN TOP VERTICAL 1 FASTENED TO SECTION of/(4) BACK
I TRACK UONT M SLOT AND VERT./HORR. TRACK'AR4CMN `]/I6' I T FASHIONER.
114.5/8' SHEET URAL SCREWS
PUSH NOT rW10dR.
0.101- TNIG( 3- GALV. STEEL TRACK MEWED 14 GA GAILY. STEEL BOLTER HINGES FASTENED TO END
TO TAPERED ANGLE. TRACT( ATTACHED TO STIES W/(4) EACH /1{.5/8' SHEET PETAL SCR[W6
TAPERED WGLE WITH 0.VE M.
LOOKING
G SU & AND (4) 1/4• SELF TANNING s REWS PER END HINGE,
P==Tl MWMIAD SLOTS NO AT Fi.Cx ROUNTwG SIDT.
SPACED AT 24' CEMFAS. }• GA. a 5-1/2" LONG BIER ()/I6' OIA SHAFT) flyl BEARING STEEL ROLLER
SECTION c-c W1LPtINO PRODUCT CM
3+' BOBS vEBTGAI. MCCARATON or JAMr m ar B`RS C PAN 1C440
HE1oM TRACK MNGM DESIGN LOADS: +36 & -42 P.S.F.
7-0 ) TEST LOADS +54 & -63 P.S.F.ART NO.: N/A
. X' TRACK BOLT AND - 4 a
NUT AT FACN R.OIIMWPi - UOlean 9eteC OIMreIw = n'O ay BSBS.OJI< BIN ld VINDMAD RATING
sLor LOCATIox. _ ' TOLERANCES,,, u Ralo^• ON +50+0 USA
_ TH. NP. 513-T)0-4800 W 6 D P 3 6
14 -0 156 ONE 5/I6" A 1-5/8' LAC SCREW SPACED AT THE SANE •0 - 3V011 B:M6Nl (hebxM Foa b. 513-]fi-4BU
10' 16-0 tB .W : 3.010 DESCRIPTION: mCOMUERCIAL EBBED STEEL DOORS UP TO 12'2TV
INSTANCES AS THE TRACK BOLTS (I.E. 3-1/2-. 10", 34-. 58". WE . 2.005
t _-0 2B BE). TWO TAG SCREWS AL50 LOCATED ABOVf .0000 5.001 DRAWN BY: SH DATED 12/I/14 SCALE: HIS DYfG.
IERIIGL/mwONTAL MOON JUNCTWN. Oe «ea S 1 Y
vx D / CHECKED BY: NOW DATE: 4/15/15 SHEET 3 OF } SIZE
a ' sNA TIN eve S DWG. NO.: 104811 1 VER; 18C
3
2