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CLOPAY CANYON RIDGE SERIES: CAN2nn-XX.COACHMAN SERIES:CGUnn,CXUnn. SHEET, REVISIONS
HOLMES BROOKSTONE SERIES: GLN2nn=XX,SETTLERS SERIES:.SXUnn. I OF 3REV. N0. ZONE: DATE: ECN NO. APPVD• DESCRIPTION
IDEAL BROOKSTONE SERIES:'MYL2nn-XX.AFFINITY SERIES:AGUnn, 00 - 9/15/14 - - INITIAL.RELEASE.
MODEL DESIGNATION NOTE 1: -nn*REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS,
THE FIRSL;DIGIT YIU HAVE A VALUE FROM i TO 3 AND THE SECOND DIGIT WILL HAVE A VALUE T T
T R
P
PT
OIONAL IMPACT GLAZING. MAXIMUM GLAZING SIZE DLO
FROM 1 TO S.COACHMAN-TYPE DOORS ARE 2-5/8"TWCK. (DLO)
"MODEL,DESIGNATION NOTE 2: FOR CANYON-RIDGE-TYPE DOORS:-='REPRESENTS THE TYPE OF IS 38-1/2x13 GLAZING MAY BE SHORT-PANEL (NOT SHOWN)OR
CLADDING.IF'XX'IS TIM'OR'NC"OR BUNK,THE DOOR HAS NO CLADDING(JUST OVERLAYS)AND LONG-PANEL (SHOWN). SEE-SECnON B-8'FOR DETAILS. IMPACT—RESISTANT CONSTRUCTION:
D rS2-1/2•THICK OVERALL ANY OTHER VALUE FOR 71X"INDICATES THAT THE DOOR HAS'CLADOWG GLAZING MAY BE INSTALLED'IN TOP SECTION (SHOWN) OR. SOLID DOORS (NO GLAZING) OR DOORS'WITH OPTIONAL'IMPACT-RESISTANT'GLAZING ARE :
AND OVERLAYS ON THE 2"AMIE DOUBLE-SKIN INSULATED DOOR AND IS 3"THICK OVERALL INTERMEDIATE SECTION (NOT SHOWN). IMPACT-RESISTANT. OPTIONAL IMPACT_ RESISTANT ASSEMBLY:CONSISTS OF ALUMINUM
(1):20 GA- BACKER PLATE AT EACH INTERMEDIATE FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS'ALSO APPROVED: MRIO, 903D,-
HINGE LOCATION.,BACKER PLATES.ATTACHED WITH. 90318, 90316,.90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS
DOUBLE-SIDED ACRYLIC ADHESNE'TO BACK OF DOOR. ALSO APPROVED:SL,AR, 15);'APPROVED CCI PLASTICS IN ACCORDANCE WITH IBC/FBC
2606 AND APPROVED Cl PLASTICS'IN ACCORDANCE WITH FBC,2612.
A 1 12 GA. GALV. STEEL TOP ROLLER. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE'WITH THIS SECTIOWMEETS THE
�O :WIND LOAD REQUIREMENTS,OF THE FLORIDA_BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT.
LE
16 GA. MIN. GALV, SECTION B—B (IMPACT—RESISTANT GLAZING OPTION)
STEEL END STILES.
CG VIEW -B•
s?. NEYl "C" INTERIOR OF,DOOR.
i>s,+ EXTERIOR OF DOOR. -
�'m INSULATED.DOOR,SECTION. (�
uo C
C �c TLVO POINT LOCKING INTO TRACK. DECORATIVE OVERLAY--, (16) RB-18 x I'
(1):T-STRUT PER'SECTION. SILICONE ADHESIVE. SELF-TAPPING SCREWS.
(1).U-BAR AT THE TOP OF EVERY CELLULAR PVC RETAINER.
OTHER SECTION, STARTING.AT THE (2) OB-18 x }• SELF-TAPPING
BOTTOM. FRAME CAP. SCREWS, (1) MIDDLE OF TOP AND
(1)'MIDDLE OF THE BOTTOM OF
OPTIONAL OUTSIDE KEYED }" THICK POLYCAGHAZA�G- FRAME.
- A LOCK POSITION. I BRACKET USED FOR:BOTTOM ALUMINUM FRAME.
vnx DOOR WIDTH- 1s'-z' DOUBLE END STILE.
MSiDE ELEVATIONS '
DOOR HEIGHT R DF -IMPACT—RESISTANT GLAZING DETAILS
SECTIONS'
UP TO 8.0" - 4
B8'3"TO 10'0" 5 SNAP LATCH ENGAGES END :B
.10'3'.TO 12'0' 6 ONTO VERTICAL TRACK.
12'3 TO 14'0' 7 ONE SNAP LATCH ON STILE.
14'3' TO IWO' 8 SLIDE BOLT-LOCK EACH SIDE OF.DOOR.
MAX SECTION HEIGHT- 24•' ENGAGES INTO
• END VERTICAL TRACK. 'OUTSIDE
STILE. ONE LOCK ON• HANDLE.
THIS'DOOR MEESPEED EXCEEDS THE ACCORDING
FOR THE LOCK BAR'
ULTIMATE WIND SPEEDS LISTED BELOW ACcoROING TO THE FLORIDA EACH:SIDE OF OUTSIDE ENGAGES IN
DOOR.
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON 'KEYED END ENGAGES
TRACK ON
�AATTI TgFI� O ASCE7-10)FOR THE FOLLOWING CONDITIONS; 1)ENCLOSED; _ HANDLE. _ EACH-SIDE
,�4� •(T HAM/�T�i�' ] BUILDING;2);DOOR HAS 2.OF WIDTH IN BUILDING'S END ZONE.'3) OF DOOR.
�� Ci�•• O �0 `/ ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH IN SLIDE BOLT INSIDE HANE
pEN�•
`SF•• ANI-/DASMA 108.IRE-SPECIFIC CALCULATIONS BYaQWUFIED LOCK OPTION: OUT KEYED LOCK.WITH OUTSIDE KEYED LOCK WITH
/ DESIGN PROFESSIONAL MAY DIFFER MANUFACTURING PRODUCT CODE
• O 6 SNAP LATCH LOCK OPTION.., .LOCK BAR LOCKING. COACHMAN,:DSILIO-IM479
ULTIMATE WI
*•• * ` r 0 PEED(MPH)ND
175 185" 190 200 200 CANYON RIBGE-DSIUC-IK479
DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F.
C O; Im 11M :Q: T ST LOADS: +69.0 P.S.F. & -78.0 P,S.F. PART NO::N/A ^
E EXPOSURE A
SC AT .00F +` L CATEGORY, B;C,D H,.C,0 B,'C B,C -dB UNen Sloew omr.'se. pay 8585 Duke.Boulaord vINDLOAD RATING TOLERANCES o e Moron:OH 45040 USA Tel.No 513-770-4BOD W:8DP46T
MEAN ROOF HEIGHT 25''% . 15' 25' IS' 00 = t.031 BwTimq PooCudrC/mpmry Por Na'513-070-4853
F NA pTAAA DESCRIPTION:.CANYON RIDGE/COACHMAN INTELUCORE W8 16'2V
.DOD:='t.005
DESIGN' ENGINEER:' De00e0s.� *�� DRAWN BY:SH DATE:OS/06/14SCALE:NTS DWG.
CHECKED BY: DATE: SHEET I' OF 3 ISIZE l-'
SCOTT HAMILTON, P.E. U.1—Sfinea ofne,.:ee
F'ORIDA LIC NS 'N , 63286: D-vENgoNS ARE IN n+CHEi DWG. NO.: 104928 VER:IBC
4 3 2 'I L0010,1N DD�1a, PODD MCS I� TPROVAL 16346
1
CLOPAY CANYON RIDGE SERIES: CAN2nn-XX.COACHMAN SERIES:CGUnn,CXVnn. SHEET- REVISIONS
HOLMES BROOKSTONE SERIES:'GLN2nn-XX.SETTLERS SERIES:SXUnn. 2 OF 3 1 REV, NO.1 ZONE:. DATE: I ECN N0.I APPVD•. DESCRIPTION
IDEAL BROOKSTONE SERIES: MWL2nn-V-AFFINITY SERIES:AGUnn. 00 - - - SH SEE.REVISION HISTORY:ON"SHEET ONE.
MOD I D SIGNATIDN NOT t:.Inn'REPRESENTS THE"ARRANGEMENT OF THE DECORATIVE OVERLAYS.
THE FIRST,DiGIT WALL HAVE A VALUE FROM 1 TO 3.AN0 THE SECOND DIGIT WILL HAVE A VALUE
FROM 1 70 B..COACHMAN-TYPE DOORS ARE 2-5/8-THICK
MODFL DESIGNATION NOTE 2: FOR CANYON-RIDGE-TYPE DOORS,SOC REPRESENTS THE.TYPE OF
CLADDING.IF'XX"IS:TIM'OR'NC"OR BLANK,'THE DOOR HAS NO'CLADDING(JUST OVERLAYS)AND D
IS 2-1/2'THICK OVERALL ANY OTHER VALUE FOR'NIX'INDICATES THAT THE DOOR HAS.CLADDING
D 2"THICK BASE.DOOR
AND OVERLAYS ON THE 2'BASE DOUBLE-SKIN INSULATED DOOR AND IS 3"THICK'OVERALL
HORIZONTAL'(TOP)JAMB OVERALL THICKNESS VARIES WITH MODEL. SEE
(NO LOAD FROM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT L yr " " NOTES WITH MODEL NUMBER LISTS.
NOTES: 4" TALL TAPER STRUT. FOR DOORS WITH.A U-BAR ON THE
1,,ALL THE LOAD FROM.THE DOOR IS TRANSFERRED TO THE.TRACK AND THEN:FROM THE TRACK TO 0.062" MIN.,GALV. STEEL: -TOP SECTION: THE-T-STRUT JS ON
THE-2.6 VERTICAL SYP(GRADE#2 OR BETTER)JANOS.NO LOAD FROM THE DOOR IS 80 KSI. MIN.
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB: - THE TOP,-OF THE SECTION,THE U-BAR
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+368 LB&-416 LB. PER LINEAR IS ON.THE.BOTTOM OF THE SECTION.
FASTENERF00T OF JAMB. —1.:3' GALV. STEEL TOP ROLLER BRACKET.
TYPE 3. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUMERSUNK.TO PROVIDE A
FLUSH MOUNTING SURFACE. EACH BRACKET ATTACHED WITH (4)
4. A 1/3 STRESS INCREASE FOR 1YIND,LOAD WAS P14I USED IN THE CALCULATION OF ALLOWABLE 1-7/8" �f 14x5/8"SHEET METAL.SCREWS.
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. -�
MAX.O.C. 1 27 GA INTERIOR STEEL SKIN(DRAWING
VI W "E" OUAUTY) WITH G-40 LAIN. GALV.,
PREPARATION OF JAMBS BY OTHERS 3 TALL 80 KSI:U—BAR I BAKED—ON PRIMER AND A BAKED—ON
NOTE: THE DESIGN,OF THE SUPPORTING STRUCTURAL,ELEMENTS SHALL 20,GA. CALV. STEEL.: ! .POLYESTER PAINTED TOP COAT:APPLIED
C BE THE RESPONSIBILITY OF THE OF RECORD'FOR THE 70 BOTH SIDES OF STEEL SKIN.
2x6 VERTICAL JAMB BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING
CODES FOR THE LOADS LISTED ON THIS DRAWING. f -
27 CA. (0.016' MIN.) EXTERIOR STEEL I
SKIN WITH G-40 MIN. GALV:, BAKED-ON I( .' 14 GA GALV. STEEL ROLLER HINGE.
POLYESTER PAINTED TOP COAT APPLIED /SEE SECTION C-C
2z6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 70 BOTH SIDES OF STEEL SKIN. _
.(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
ONE 3" U-BARAT THE TOP OF EVERY
X MUM, POLYURETHANE FOAM: ----OTHER SECTION.:SEE NEW "E". EACH
ON
INSULATION (3.4g'PCF). U-BAR ATTACHED AT EACH:HINGE
DISTANCE STEEL
BETWEEN WASHERS LOCATION WITH (2) 7/4'x3/4' SELF
BUILDING TYPE FASTENER TYP A T N RSX REQUIRED II -...: TAPPING SCREWS.
HOLLOW'.CMU BLOCK WALL: 1/4'x 1-1/4'NIMEMBED ULTRACON CONCRETE ANCHOR 4 1/2' 1.O.D. : COACHMAN-TYPE DOORS: DECORATIVE OVERLAY �i ONE 4" T-STRUT PER SECTION: SEE
GRaUT-FILLED CMU BLOCK. 1/4' x 1-1/4•MIN.EMBED ULTRACON CONCRETE ANCHOR 7 1'O.D. (PVC.WITH SANDY ASA.CAPSTOCK) ATTACHED - `VIEW "D EACH T-STRUT ATTACHED.AT
TO OUTSIDE SKIN WITH PERMANENT ADHESIVE. EACH HINGE LOCATION WITH 2
2000 PSI MIN.CONCRETE 1/4' x 1'MIN.EMBED ULTRACON CONCRETE ANCHOR 6 1/4• 1.O.D. : ( )
B' .CALDED C MP TYPE DOORS: HIGH DENSITY. 1/4'x3/4' SELF TAPPING SCREWS. B
2000 PSI MIN.:CONCRETE I/4:'x:1'MIN.EMBED:TAPCON CONCRETE'ANCHOR 6• 1'O.A MOLDED COMPOSITE OVERLAY AND OPTIONAL
2000 PSI MIN.CONCRETE 3/B•,X't-3/4•MIN.EMBED VEJ-IT ANKR TITE SLEEVE ANCHOR l3 1/2' .'INCLUDED CLADDING ADHERED TO OUTSIDE SKIN WITH
PERMANENT ADHESIVE:
4000 PSI MIK CONCRETE 3/8•X'I-3/4•HIN.EMBED VEJ-IT ANCR TITE SLEEVE ANTHOR 24' INCLUDED
WOOD FRAME(SYP 0.55•SG) 1/2'x 3'LAG SCREW(ASTH A307,GRADE A)1-5/8'EMBED INTO STRUCTURE l4 3/4• 1.13D 13 GA (MIN.) GALV. STEEL BOTTOM
• FIRST,(BOTTOM.)ANCHOR STARTING AT NO MORE THAN HALF OF.THE MAXIMUM ON-CENTER DISTANCE..HIGHEST ANCHOR INSTALLED BRACKET (2-3/4" X'7"). ATTACHED
AT LEAST AS HIGH AS THE DOOR OPENING. WITH (2)'#14x5/8" SHEET METAL.
:CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.= .SCREWS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2",EXCLUDING STUCCO THICKNESS.
0�..HA /f" :SECTION A=A: IDE VIEVr
yG; pEIYSF;0 10 #14x5/8' SHEET METAL SCREWS �-
63 O MANUFACTURING PRODUCT COBE
*.•• '/N { O •A O CDACHMAM DSIlfO-1X479
/ DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. CANYDN'RI➢GE.➢STUD-IK479
LJVJ 666ART NO.: N A
O ''O p TEST LOADS: +69.0 P.S.F. & -78.0 P.S.F.P.S.F: / ^
A C9 STATS Od/ �� Unleex St-ted Ot"l-i" 8585 Duke Botil mrd .. WINDLOAD RATING „
��0�•, :/`J_yQ'L4 ���
1/4-x3/4-'SELF 6loson,ON 45040 USA
{{ F?•• o o7APPNNG SCREWS. 'TOLERANCES ore �Clopay ,•/Q
�iA tCS•�;O A 1�.:��,�`� .0 *.031 BuMin4 fhaluds.Cangzxry
TeL
No..513-770-4853 �Y`/.8 D P 46 T
14GA. END HINGES 16 GA- (MIN.):INTERMEDIATE HINGE
fit.0 VIEW•"B" •VIEW .000�-- 2.005 DESCRIPTION: CANYON RIDGE,/ COACHMAN INTELUCORE WB 16.21Y
.0000'= 2.001 DRAPIN BY:SH DATE:05/06/14 SCALE:NTSDWG
DESIGN. RN'ENGINEEDegrees= 21/T CHECKED BY. DATE: SHEET:2 OF 3 SIZE.LR
T
SCOTT HAMILTON, P.E. Ud.11 Stolee Oth.e ..
FLORIDA-LICENSE No. 63286 DIMENSIONS ARE IN INCHES DWG. NO.: .104928" VER:.IBC
4 3 2:FLOO a0"Au p OO DD MCAT APPROVAL 16346
CLOPAY CANYON RIDGE SERIES: CCAN2nn-XX.COACHMAN SERIES:CGUnn,CXUnA. SHEETS REVISIONS
HOLNES BROOKSTONE'SERIES: GLN2nn-XX.SETTLERS SERIES:'SXUnn. 3 OF 3 REV. N0. ZONE:. DATE: I ECN N0.I APPVD• DESCRIPTION
IDEAL BROOKSTOE SERIES:.MWL2nn-XX.AFFINITY SERIES:AGUnn.. 00 - - - SH SEE REVISION HISTORY ON SHEET ONE.
MODEL DESIGNA710N NOTE 1:'"nn'REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS.
THE FIRST DIGIT WILL HAVE A VALUE FROM 1 TO 3 AND THE SECOND DIGIT WILL HAVE A VALUE,
FROM 1 TO 8.COACHMAN-TYPE DOORS ARE 2-5/8"THICK,
MODEL DESIGNATION NOTE 2: FOR CANTON-RIDGE-TYPE.DOORS,'IO('REPRESENTS 7HE TYPE OF
CLADDING.IT'NIX'IS,'NM'OR NC'OR BUWK,'THE DOOR HAS NO CLADDING(NST OVERLAYS)AND
LS 2-1/2'THICK OVERALL ANY OTHER VALUE FOR'XX"INO:CA7ES THAT THE DOOR HAS CLADDING HORIZONTAL TRACK D
D AND OVERLAYS ON THE 2"BASE DOUBLE-SKIN INSULATED DOOR AND IS 3-THICK OVERALL SUPPORT'BY DOOR
INSTALLER:(TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
2"TRACK CONFIGURATION, DOOR FOR 2" TRACK., HEIGHT "L"'
FROD:SPACING.
STEEL FLAG BRACKET,ATTACHED TO -6--6-
3)5/16'X 1-5/8'LAG SCREWS 7•_07 • 1"DOOR OVERLAP(EACH SIDE
K WITH(2) 1/4"RIVETS. 7_ )
NOTE:TRACK CONFIGURATION _ '-0" 2.6 SYP WOOD,JAMB_SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUR).
ABOVE:THE DOOR OPENING. -6. 4" "JANE PREPARATION:NOTE•. 16 GA GALV.STEEL-DOUBLE-ENO-STILE FASTENED WITH(1)#8 X 1/2"WAFER-SCREW.
DOES NOT AFFECT THE WIND _ G.NTE I4"O:C: g-0"1LOAD RATING OF THIS DOOR, 9'-6"1 _LV.STEEL TRACK, 1 -0 1 THICKNESS:0.083': . 10'-6" 1 2-1/2'X 12 GA GALV..STEEL-0" 4" TRACK BRACKETS FASTENED TO 1 _6" WOOD JAMBS WITH 5/6'X 18 GA.GALV.STEEL CENTER HINGE
_ 1 1-5/8'LAG SCREWS NOT TO. PUS N ROUND FASTENED TO SECTION Y!/(4)EACH
1 1 - "1 "
EXCEED 14'ON-CENTER:
38' FASTENER. 1:14x5/8'SHEET METAL SCREWS:
TYP.2-1/2'X 12"GA GALV. 4 - "14
C i STEEL TRACK BRACKETS, 1 '-6"154" 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14x5/8'. C
Z ATTACHED TO JAMB WITH(1) 1 - " SHEET.METAL SCREWS AND,(2) 1/4"SELF TAPPING SCREWS PER.ENO HINGE.
G 24" 5/16'X 1-5/8'LAG SCREW PER 14'-6-1 2"GALV. STEEL TRACK FASTENED TO
TRACK'BRACKET. - .12 GA GALV.STEEL.TRACK'BRACKETS. _
5-61, " WITH EITHER(2):1/4"DIA.RVETS OR 2�DIIL7-1/2'LONG STEM, 10 BALL STEELROLLER WITH STEEL OR NYLON TIRE.
10" 16-W I 41 (1) 1/4'X 5/8•BOLT&NUT PER
3-1/2" TRACK BRACKET. SECTION C-C,
LHR BRACKET(2-1/2"x 5-3/4'x 12GA)
-" PREPARATION OF JAMBSBYOTHERS. ATTACHED WITH(2) I/4"x 3/4'SELF TAPPING
SCREWS.NOTE THAT LHR BRACKETS ARE ALSO
USED WITH'DOUBLE END STILE'AS SHOWN IN
3"TRACK CONFIGURATION. EM TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1.
DOOR-OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
WIND LOAD RATING OF THIS DOOR. FOR 3"TRACK. LOW HEADROOM OPTION
(AVAIL FOR BOTH 2-AND 3-TRACK)
DOUBLE HORIZONTAL
1'DOOR OVERLAP(EACH SIDE) — TRACK.
B 3'.CALM.TAPERED STFFL:TRACK AND ANGLE.TRACK 2x6 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT).
- JAMB PREPARATION NOTE".. y {y 16 Gq GALV.STEEL DOUBLE-END=STILE FASTENED.WITH (1) #8 X 1/2-.WAFER O
THICKNESS:0.101•.ANGLE THICKNESS:0.080'. HORIZONTAL TRACK (,ii'I."� SCREW.
MIN.ANGLE DIMENSIONS 3=1/4'x 2-7/8'.' SUPPORT BY DOOR p
VERTICAL/HORIZONTAL TRACK. 16'MAXIMUM SPACING INSTALLER(TO SUR).
3-1/4's 2-7/8'MIN.x-0.080•TAPERED
= JUNCTION.TWO�1/4-BOLTS FROM LAST MOUNTING ANGLE.SEE LAG BOLT MOUNTING AT TRACK '
&NUTS FOR EACH TRACK SLOT TO TRACK JUNCTION CONflCURAT10N BELOW. 7 16"L0:ROUND 18'GA.GALV,STEEL CENTER HINGE
1 /USH NUT FASTENED TO SECTION W/(4)EACH
m "ADDITIONAL MOUNTING SLOTS FASTENER. #14x5/8"SHEET METAL:SCREWS.
SPACED AT 12'CENTERS. 0.101"THICK 3'GALV.STEEL TRACK FASTENED SHEET
t4 GA.GALV.STEEL ROLLER HINGES FASTENED TO ENO
METAL
� �"( HAIIrJ1�A1i�/_ n 12"ON CENTER TAPERED ANGLE Y/fiN ONE TO TAPERED ANGLE.1/4"5/CK 8 TO
BOLT,& .ANO (2)ED TO STILES V 1/4".SELF�APPINC SCREWS PER ENDRIN GE,
,��`yG•O.`•AGENS'T0 v 46" NUT AT EACH MOUNTING SLOT.,
�, �`••.• �, _ 3'DIA..871/2"LONG STEM BALL BEARING STEEL ROLLER.
• NO 63 v' SECTION C-C 'MANUFACTURING PRODUCT CODE
J�pj,,'( /,C OE.Y"TRACK BOLT AND NUT AT EACH COACHMAN,DSIUD-1M479
G*,;, ('Lc/ •*- z. 34' PREPARATION OF JAMBS BY OTHERS.: CANYON'R]OGE� DSIUO-IK479
MOUNTING SLAT LOCATION. DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F.
-0: �!! � TEST LOADS: +69.0 P S.F. & -7B. P.S.F. PART NO::N/A
�� Unlma Smtxa Otnm. e =CIO�Iay 8585 Duke Bouevord VINDLOAD RATING
A �9 STAT bF �� DOOR UVERTICAL A
O•• E(J� 22' HEIGHT TOLERANCES arc Mason,OH45040 USA `./; O R 10 �, g_O^ _ .0 f.031 8lddkn Prad.ds Cmnpaml Foe Na,513-770-4653 �'1� DP46T
;NNA�� ��`, TD" t - DISTANONE CES ASTHE/TRACKGBOLTS(I.E.3---1/SCREW SPACED 2. 10'22.34',.THE SAME �0 ,t:0 DESCRIPTION:. CANYON RIDGE/COACHMAN INTELUCORE 148 16'2V7
z-o 46",ETC.). ADDITIONAL.LAG SCREWS'LOCATED AT 16'.28".& 0000:= *.001 DRANK HY:sH DATE:os/i6/ G.3-I/2 14-0 40-FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE De ren f 1/2' DDESIGN. ENGINEER:. 16-a 9 CHECKED BY: DATE: SHEET;3'OF 3 S[ZE G.B.
.
SCOTT HAMILTON, P.E. � "'"' VERTICAL/HORIZONTAL.TRAC1(JUNCTION. Uruesa Staten fXtx:nise -
FLORIDA' ICENSE No. 63286 DwENsims ARE IN 44cHEs.DWG: NO.: t0a928' VER:.IBC
4 3 2 FLOO G(MA p OO DMCTAPPIROVAL 16546