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CLOPAY CANYON RIDGE SERIES: CAN2nn-XX DOOR HEIGHT sECTIFNS REVISIONS
HOLMES BROOKSTONE SERIES: BRK2nn-XX UP TO 610' 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
IDEAL BROOKSTONE SERIES: BRK2nn-XX 6'3'TO 0'0• 4 00 - - - SH INITIAL RELEASE
813'TO 1010' 5
MODEL DESIGNATION NOTE 1: "nn"REPRESENTS THE ARRANGEMENT OF 10131 TO 12.0' 6 01 - 11/2009 - SH UPDATED MODEL DESCRIPTIONS.
THE DECORATIVE OVERLAYS.THE FIRST DIGIT WILL HAVE A VALUE FROM 1 1213'TO 14'0' 7 02 - 12/2011 - SH REVISED WIND SPEEDS FOR ASCE7-10.
TO 3 AND THE SECOND DIGIT WILL HAVE A VALUE FROM 1 TO 8. 14.3'TO 16'0' e
MODEL DESIGNATION NOTE 2; "XX" REPRESENTS THE TYPE OF MAX SECTION HEIGHT,24' D
D CLADDING. IF"XX' IS 'NM"OR 'NC"THE DOOR HAS NO CLADDING (JUST
OVERLAYS)AND IS 2-1/2"THICK OVERALL ANY OTHER VALUE FOR"XX" 1146/6•SHEET METAL SCREWS
INDICATES THAT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2"
BASE DOUBLE-SKIN INSULATED DOOR AND IS 3'THICK OVERALL '
0 0 0
1 46 4'SFIF lHft TOP BRlC1O7T
T F DOUBLE HOIIRONBIL
t4 CA ENO HINGES fa C• p=_FOmrF NTE TP/CK
W FW'R• IDES' tM fan rear
Amx W
(1)20 Gl GALy."TEFL BICKER PLATE AT ���1a/
EACH/RDaEIINiE HINGE EDa11011. 16 Gk DOUBLE END SNE 11+FLX CaixOPAIGN ABOVE M DOOR a'FNNO fIlaaAffo NODE:ED TRACK AND ROLLERS ARE
BACTER PLATE ATTACHED WITH DOUBLE SEED D•m rA¢.•.-IAKa AAfWm DOES NOT AFFECT THE WNO LOAD RAMNG.
OOIKg c Nfa REQUIRED FOR DOORS OVER 600 1B5.
ACRYLIC AOFERVE TO BECK OF DOOR. IN A -WDl M N42t DIA EVDIY !DW NFADROKM OPTION
SO:T01 AS AONI ENTAL Tp/��($DPppRT
T Ew"C' TRACK CO- CONFIGURATION ¢DOOR NBTAl1F12(Rl 50jW
Mf3V.B• J1oOR5 NP lO e'D'MGN DOORS0'MfJI CEO="REDLINED ON
-- HORIZONTAL TRACK SUPPORT BY DOOR COUINIE1t8VANCE DOORS OVER
DOOR INSTALLER(TO 98h SYSTEM 1•HIGH
C ETi1 DOOR COUNTERBALANCE
PoSlIKIN(��N "LIE �� 13 GA.dLV.STEEL Flb BRACKET.
C � REANRED � WIDE
OUTSIK [[BE' OF FILL t0IX OPTION �E �K 13 GI.GALV.SnF1 MG BRACKET. 11INUT�RACK TFOCKNE55 D: .OBI• HOOK 1'4
TAR TOP M ` I¢f'�, 1fLVC1(o"ENGAGES N Te'(TB•t B'0•N DOORS ONUS ODOR
O)3-N RauFR GARDTR(P/N Olrrt�rc KETm IK,. ODsIa:ODIt. 2•-STEEL TRACK. xETaTr 1' _
�, TRACK TNOKxES/S:OM3• 1 ttp.z-1 2•.12 CA.G41�.
SNAP LATCH ENGAGES HORIZONTAL JNIB 1 STEEL-TRFGK BRA KE7SLV• SIFFL EIRACKlTS.
A OPIIOfW.OU190E IQ:YED LOCK POSRGNI ONTO VERTICAL TRACK (NO LOAD TROY OOaR) y0• 0 BETWEEN BRACKETS ]7 DISTANCE BETWEEN BRACKETS =
-MAX DOOR WIGIFI"10'-2' ONE SNAP LATCH ON NOT ro IXC®1P O.G. NOT TO EXCEED 14.O.C.
INa1E.F FVAININR E1CH1 510E OF GOOK s 1• (FaU TOTAL SRKTS PER ADE _
SECTION A-A (SIDE VIEW) I+nR.STILE �• r7RTL�BTR1(I PERBsOH�• 3 u•T EACH TRACK BRACKET _
SIDE BOLT FDR EDDIES UP TO e'0'MGI,). TYP REACHED TO DOOR JAMB
IN"Doom MOLDED COMPOSITE WFIAY SIZE IN�iQKVFR,GA1 OVISIOE EMl FASIEFh7t DOOR=INIAC(I)All�•XXll11 W��3/16'X 1-5/6• _
DO Z4' IY-la• IAO EW.
ANO OPTIONAL CLADDING AOlERED TO FROM TUCK ONE KEYED SNE TYPE LAD SCREW TR'
SKIN WITH URETHANE ADHESIVE +�K 10' TRACY ATTACHED l0 EY.l1 aRACIRTTRkCK
2-1/2'OR 3•END SME THICKN= OFFDDOOR. PlAOE HANDLE OF F MASIE 4M t L WITH ONE 11/4-.5/8•�CH BoaBRACKET
SEE NOTE AT YODEL DESLYR04ONS F T -1 LATCH I PER VERTICAL WITH ONE 1/4'6/8'BOLT k NM. wi/y R
2•tEIL(BASE DDDR � JWg 3-1/2' OR TWO 1/4'RNErs. OR 7W0 1/4'RNETS.
(1)38 x 20M STEL a-BARS PER A SECTION.LOCATED MAX.0.0 26(w ,�
AT TRE TOP OF FAC1 SECTION.ATTACHED WITH(2) JAMB
1/443/4 SELF-TAPPING SCREWS PER A HINGE LOCATION. 6 ODOR R OF B
B (SEE vow'E7. FWST(e0TT01O ANa10R STARnG LARGE MISSILE IMPACT AND LYT2G TESTING
12 G0.GVW.51EF1.70P ROLLER BRACKET.FAa1 BRACKET
•�� ATTACHED W/(4)/146/6•SHEET METAL SCREWS. Aw+olMiw OK�TERRom� LISTED BERT AcmRnoNO ro nE nnau BMLpm mOE OR Ixe cmTnMmFMt
ADJUSTABLE SIDE ATTACHED TO TDP BRACKET WITH(2) H a.ST NNoaa Nmum AT ewDNO cooE(earn ON AafT-10)Eve M TmADWNO caNw6Ns 11
1/441/27 BOLTS AMI MRS PER BPACNEf. WF-
tax 1/2 MNL 0.a. aPOMO•xox As n1E ooaR ROOF sDP6 AND )Tm�wo IN 2 n n um n NA 105 AND
1•DOOR ahNAP(EACH SIDE) n4 CTE-9'ELEG CALCULATIONS BY A QUALIFIED BMW
24 PCF URfl/NNE obT6ATON. STOP NWTON BY DOOR INSTALLER(f0 SUR)
JAMB TO SUPPORTING STRUCTURE,ATTACHMENT 2.8 WOOD JWB 1a CA.GALV.STEEL DOUBLE END s'11E as 261 tea 1m 170
SFE'.WiB PREPAPATKNN NOW
1-1/P WOE.16 GL GUN.SOAP. (1)PER I TERM. ILO THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE C c D D
TRACK TO THE 26 VFRRCV.SYP(GRADE 02 OR BETTER)JAMBS.NO LOAD FROM THE IrAN A�1EIQR A 13' 3r tT 30
HIIGE IOGTxNN AIM(s)PDf DOU3lE Da sle(SE DOOR Is TRANSFERRED TO THE HORIZONTAL(nw)JAMB. 1z GA.cu.V.SMO.T= J
NAGE EILVGKkB. FILL 91A1P ATAL7m WI1H( 2 EACH VERIK:LL JAMB SEES A MAGMA/DESIGN L010 OF 4372.6 IB t-418 I.S.PER BRACKETS FASIENED ro WOOD JAMB
1/4•.3/4•SEF MARINO 57417^(EDD SCROYG ro DDDR. LINEAR FOOT OF JWAB IrmH S/1841�5/1'I D SrnEWs 7/f T PusxNur
ONE-To C-OWAIEL). 3. ALL AWB FASTENERS MAY BE(BM ME NOT REQUIRED TO 00 COUNTER9MK TO PROVIDE NOT TD b!C®1C 0.0. NSTAllID ON ROLLER 14 GA.GALV.STEEL CENTER HNCE
TONGUE AND CROWE JOINTS. A FLUSH MOUNTING SURFACE CALCULATION STRESS#CREASE FOR WIND LOAD WAS NQZ USED IN THE 2•GALV.STEEL TRACK FASTENED TO 12 I oP�ER1RPOOUR.UNRESTRICTED FASIEHED TO 671QR.ALS EWS.
4. AALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASONRY. 1RACK ATTACHED 70 EACH BRACKET WITHGk GALV STEEL MACK BRACKETS ` MARK WESTQtFETD,P.E.
s a.FRIM.Rauh HINGE.DLL 1AHeE NEATwm 14 CA.GALV.STEEL ROLLER TIMES !466/6.SHEET METAL scRExs. DESIGN ETIGNEER:
? TB DG CIEs r/(a)p.a/e•sBxr METAL ul0 5. 26 JAMBS MAY BE USED WITH 3•TRACK. ONE 1/4'6/6•BOLT R MJT OR 1W0 FASTENED TO END STILES W/(4)EACH FLOR DA PE 146403.
(x)1/s43/4•SELF TNs.a=UW%(BEE VIEW'�e•) 3• )pg:SUPPORTING SIRUCTIIRLL ElA1fli15 9LVL BE DESIGNED BY A REGISTERED 1/4•°°a RrrtTs• J14'1. L uEra scREvrs AND NO RE/23472.
1 {- 2 HMP SELF TAPFNO SCREWS PER TEXAS P.E!01613
ONE M COL,TB GA.C-0WNR PER DOOR 1 I PROFISSIGNLL ENGNEER FOR WIND IJM05 SHgYN ON THIS DRAWING. ,LOB CKNF('lIRATON NGE
sECTKx.FAa1 A1ML1m rm1(17 1�443/a• 1-T/6• YTD eV1 SfF>Z RDLLF1t WITH
MANUFACTURING PRODUCT CODE
SEF TAPPING SCREW PER Ew SME AID 2x8 JAMB TO cLIppORT1NG RTR I. IR ATMA-HMENT SLED.OR NYLON TARE.
ABADKR P A E �W��• T D GT ro BE USEn EDR GiAYJQO f a TRAa n DIE ro 2 e vER rx J 6 oR 91PPORnNO MuauRq TEST LOADsDESIGN �+70 OB PS.F.d F.I-78.0 2 P.S.F.E M PC:DSIUO-1 K479
n GL ale•u0L DKEROR sTa Clopay CLOPAY WINDLOAD RATING ^
AERN rm�wo Hl�x.GAEX.eNon-0N
T.
rAlt So XS u-LAR DN-BEATER Unleaa Stated a6erWise Nan�OH 45040 USDA ` / ~
POLYESTER EwNRD EDP car RIFLED z0 GA.ITALY.STEEL osDFGE STEEL W
ro eaN srcNs a sRa AOL DJIDNG TYPE FASTENER TYPE Fa y, ERs TOLERANCES an TeL No.513-770-4800
s• - - .0 1.031 &M"Pte' CaRWmr! Fax No.513-770-4853
n u(Ale•Mx.)EXTDma sEa eDoo MIL m 4.1y 4 IAN.EN6ED APmN COANCPETE ANCNM 1e-1 a f 00. .00 s 1.015
9aN STE c�6 MN.aLV.eAxE r - • - DESCRIPTION: CANYON RIDGE +46.6/-52 PSF DOUBLE CAR
POLYESTER FA3Rm tOP EDAM APPLIED z-I/z• _ 1-AW7 .000= 1.005
`K ro BGn smLs sEa swa -! s/e fTmJ MMMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:S'.EXCLUDING STUCCO THICKNESS DODO - 1.001 DRAWN BY: SH DATE: 6/2009 SCALE: N/A DWG.R
u cA rxv.sIEE1 BOTmM BRACImT. 6TLALaso KS C-0HWNEL •FRSf(BOTWN ANCHOR STARING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER III- E HIGHEST ANCHOR Degrees f 1/2' CHECKED BY: SH DATE: 6/2009 SHEET 1 OF 1 SIZE JJ
ATTACKED li-(4)!146/1•SHET:T METAL seRETYs 1a GA.rxv STEEL
Tm NSTALED AT lF AS HIGH AS THE DOOR OPENING. Unless stateG otHenLee
AWLONUM EXMU90N t VIOL WFATHERSIW. CIDPAY DOES NOT SUPPLY JW9 ATTACHMENT FASTENERS. DIMENSIONS ARE IN INCHES.I DWG. NO.: 104278 VER: IBC