HomeMy WebLinkAboutPlansMEMBER TABLE
I ROOF PLAN
MARK PART LENGTH
CJ) 4 P-1 PZE06254 16-1 1/,2 .
45'-a" OUT-TO-OUT OF STEEL P-2 PZE06254 17'-3 1/2".
I cp qs E-1 PDL06P06 14'-11 1/2"
15' -a· 15'-o" 15'-a" PP-1 PEAK 14'-11 1/2"
I T SA PAN04404 15'-6" .
I TRIM TABLE
ROOF PLAN
0 E-1 RF1-1 E 1 RF1-1 E 1 r--OlD I PART I LENGTH
I
I .. 1 I UN 102 I 10 -2 I ~I IU
CONNECTION w PLATES I I ROOF PLAN
I I 0 ID I MARK/PART
I I P liTvn) P 2(Tvo) P l!Tvn) I 5 I PR86
N <>: ~ "' <>:
w ~ ~ u ' I ' <>: I I };;; 0"-~ I"' I ER-1 @-I • :::> ER-2 ~.::::. ~(f) I I "-
I
0 Nl RF1-2 RF1 2 In 0
"' 01 10
"'I I"'
I I I
I I
I 0 I PP-1 0
I (;1)~ f5Jil!JII I B B P 1(Typ) -P-2(Typ) p f(lyp)
I I (3) (5)
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"'I IN
"' I RF1-2 RF1-2 I
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u u
w "'I I"' u I ' <>: I NOTE: SCREW TK2125 THROUGH BOTH THE 0"-'
I"' I ER-2 I }u:;-ROOF PANEL AND 4"x4" SHEET ANGLE • :::> ER-1
I
~(f) I I ~.::::. @ 18" SCREW SPACING
"-0 I~ 151 0
"'
I I ~ I @-
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'fl ~ II u u w l [ l [ w
D E 1 l.-RF1 1 E 1 RF1 1 E 1 -
I
PUR LIN ,._, 3Lf ,._, 3Lf ROOF
LAP ,._, 3/4" ,._, 3/4" SHEETING
PANELS: 26 Go. PB -
Rustic
I ROOF FRAMING PLAN
REV I DESCRIPTION I DATE I APPROVED
I REVISIONS
~ Taking Pride In Building Excellence PACE No.
I GENERAL
SE:NT!NEI BPII I!lNG SYSTEMS -0 s2369t NOTES: A DIVIll!l>l !rlilDBAL kutoJti. 1K:. JOHN PARRINCTON 237 SOUTH 47'H S7'
NOTE: Refer to the rigid frame cross section drawing AlBION. NE 68620 ~ 145 CR 225 OES!CN: OSS
(800) 327-0790 RE~· /J. I for roof sheet placement and extension post eave strut. RIFLE, CO 81650 OA 7'£: 12/ 6/07 v
NOTE' IF BUILDING HAS AN END\IALL
OVERHANG, PLACE THE GABLE RAKE
ANGLE, ON THE BOTTOM OF THE PURLIN
GABLE RAKE
ANGLE
END'w'ALL RAFTER~
@sECTION THROUGH
INOTE, I REV IE\/ END\/ ALL
DRA\IING FOR THE LOCATION
OF SCRE\IS IN GIRT
THREE TK2075 SCRE\IS
USE (4) l/2"xt•
A307 BOLTS
END'w'ALL RAFTER
ARE REQUIRED AT EACH LOCATION
DESIGNATED ON DRA\IING
BOLTED
PLATE
CG84
SIDE\/ ALL
GIRT---
CGC4 CLIP
0
0
CORNER COLUMN
BOLT,
o.s· x 1.0·
END\/ ALL
GIRT
~ CORNER COLUMN TO 'w'ALL GIRT
GABLE RAKE
ANGLE
END\./ALL RAFTER~
@sECTION THROUGH
HOLES FOR
ANCHOR BOLTS
'WELDED BASE PLATE
END'w'ALL RAFTER
END\/ ALL
COLUMN
SIDE\IALL SIDE
END\IALL SIDE
@ BASE PLATE TO END'w'ALL
CORNER COLUMN
END\/ ALL
RAFTER
BOLTS, 0.50'
BY 1.25'
\/ASHER COLUMN SIDE
RAFTER TO COLUMN
END\/ ALL
COLUMN
END\IALL SIDE
BASE PLATE TO END'w'ALL
COLUMN OR DOOR JAMB
REV
INDTE, I REVIE\1 END\/ ALL
DRA\IING FOR THE LOCATION
OF SCRE\IS IN GIRT
THREE TK2075 SCRE\IS
ARE REQUIRED AT EACH LOCATION
DESIGNATED ON DRA\IING
END\/ ALL ~ COLUMN
BOLT, 0.5' VIBOLTED
BY !.0' PLATE
<5 REQ'Dl
G
L
r--------.
0 0 .
"---END\IALL GIRT
0
@END'w'ALL COLUMN TO 'w'ALL GIRT
NOTE• DOOR JAMB CAN SIT ON A CONCRETE
BASE OR SIT ON TOP OF BASE ANGLE
BASE PLAT
END\/ ALL
COLUMN
BASE PLATE TO END'w'ALL
COLUMN OR DOOR JAMB
DESCRIPTION
REVISIONS
Taking Pride In Building [xce//ence
-
JOB NUMBER'
APPROVED
PllG£ No.
SENTINEl Bun D!NG SysTEMS
A IliVIJICJt [J'{iLOIIAL io1ka•••••· PC-
237 SOUTH 4TH ST
ALBION, N[ 68620
1800! 327-0790 ~~J~~~N?P~4~RR~I~NG~T~00~===========1~2~J~6~9~6 .. ~n 145 CR 225 DESIGN< DSS
R£V• J' :? RIFL[, co 81650 DAT[• 1102/08 I v
0 0
SECTION
EAVE STRUT
«12 S D
SCRE'WS
<TYP)
""--DOOR JAMB
"
ELEVATION
DOOR JAMB TO EAVE STRUT
GABLE RAKE
ANGLE
EAVE STRUT
END'w'ALL RAFTER
THE 4' LEG OF RAKE ANGLE RUNS ALONG THE END'WALL
TO FASTEN 'WALL SHEETS TO THE BUILDING.
~ EAVE STRUT TO END~ALL RAFTER
SEE END~ALL DRA~ING
FOR BOLT DIA & TYPE
INSIDE OF
BUILDING j
END'v/ALL RAFTER)/
OUTSIDE OF
BUILDING
SPLICE PLATE/
END'v/ALL RAFTER~
~RAFTER SPLICE AT SURFACE CHANGE
EAVE STRUT~
112' x t.o·
A307 BOLTS
w/'WASHER
EAVE STIFFENER
RIGID FRAME
COLUMN
EAVE STRUT TO RIGID FRAME
BOLTS, 0.5' x 1.0'
A307 <TYP) (6) REQUIRED
'WELDED PLATE
• 0 •
• • 0 • --------
TRUSS
FRAME
ROOF
PUR LIN
ROOF PURLIN TO INTERIOR FRAME RAFTER
'~-
HOLE FOR TK2075 SCRE~
'.t[LDED END PL.
DOOR JAMB
DOOR HEADER TO DOOR JAMB
REV
!NOTE' I REV!E'W RIGID
FRAME CROSS SECTION
DRA'WING FOR THE NUMBER
OF FLANGE BRACES
AND THEIR LOCATION.
THERE MAY BE 0, I OR 2
FLANGE BRACES REQUIRED.
RIGID FRAME ~
INSIDE FLANGE
BOLTS, 0.5' X ].0 (TYP)
RIGID FRAME
OUTSIDE
FLANGE
A307 CTYP) (4) REQUIRE
BOLTS, 0.5' x 1.0'
RIGID
FRAME
COLUMN
__..----COLUMN
FLANGE
BRACE
~'WALL
GIRT
@ 'WALL GIRT TO INTERIOR FRAME COLUMN
INSERT STIFFENER GIRT BEFORE
OTHER GIRTS FOR EASIER INSERTION
OF MEMBER
STIFFENER SHARES HOLES 'WITH
CG84 CLIP
0 STIFFENER GIRT IN ENDV/ALL
DESCRIPTION
REVISIONS
Taking Pride In Building [xcellence
JOB NUMBER•
APPROVED
PAG[ No.
SENTINEl Btm DlNG SYSTEMS
A DIVIi~ orl;LOBAL i<lls:TOI[•. I>C.
237 SOUTH 4TH ST
ALBION, N[ 68620
JOHN PARRJNGTON
··~" 145 CR 225
23696
D[S/GN• DSS
(800) 327-0790 RJFL[. CO 81650
R[V:
OAT[' 1/02108 I
16 go PEAK
PLATE
SD SCRE\J <6• O.C.)-NOT SD SCRE\J
THROUGH RIDGE PI ATE (6. D.C.)
ROOF PANEL
"' 1
.... 0 ,,
I
I '
PEAK PLATE RESTS ON TOP FLANGE OF
PEAK PURLIN AND IS FASTENED TO ROOF
PANEL ONLY. RIDGE PLATE IS tiDI_
FASTENED TO PURL!N.
INSULATION
@ RIDGE DIAPHRAGM
PEAK PLATE PLACING
DETAIL
BRACE GRIP DEAD END
CABLE
EYEBOLT
SLOT IN \JEB TO INSERT
HILLSIDE VASHER
AND EYEBOLT
COLUMN OR
RAFTER \JEB
HILLSIDE
'WASHER
FLAT
'WASHER
NUT
@ DIAGONAL CABLE, EYEBDL T END
('WALL PANEL
1-1/2' " 1-J/2' OPTIONAL NOTCH
'WEDGE ANCHORS SPACED 30' o.c. MAX
AND AT BOTH ENDS Of EACH PIECE
Of ANGLE. BUILDING \.r'ARRANTY VDID
IF SPAC[D GREATER THAN THIS
/
BASE ANGLE
]/~' IJ[DG£ ANCHOR
IF NOTCH IS NOT USED, AND BASE TRIM
HASTIC IS TO BE USED, THE TRIH MUST BE MOUNTED
1 1/2' BELO'W THE rJNISHED tLODR Apply Ho:stit: under bose ongle only if
i>o:Sl" foon (:!o:surP:s or-eo used
@ SECTION THRU \JALL PANEL
AND CONCRETE FOUNDATION
~-
ROOF PANEL
SD SCRE\J
<6• D.C.)
INSULATION
EAVE STRUT
STRIP INSULATION BACK SO ONLY VAPOR
BARRIER IS BETVEEN ROOF PANEL AND
EAVE STRUT SCREIJ MUST FASTEN ROOF
PANEL DIRECTLY TO EAVE STRUT IJITHOUT
INSULATION IN BETVEEN 8 EAVE DIAPHRAGM DETAIL
DOOR JAMB~
VELDED GIRT CLIP
VALL GIRT
l/2•xJ• A307 BDL TS
\JALL GIRT TO DOOR JAMB
REV
SENTINEl Buu DING SYSTEMS
A lllvJJI..-D1>L011Al l<wlc••ln, IM:-
237 SOUTH 4TH ST
ALBION, N£ 68620
(800) 327-0790
4•x4· SHEET ANGLE
LOCATE STITCH
SCREVS 20· D.C.
MAXIMUM
FASTEN ROOF PANEL
TO SHEET ANGLE JB•
D.C. MAXIMUM
(2) #12 SD SCREVS
AT EACH PURLIN
ROOF PANEL ~ RAKE DIAPHRAGM DETAIL
DESCRIPTION APPROVED
REVISIONS
Taking Pride In Building [xcellence PAG[ No.
JOB NUMBER•
JOHN PARRINGTON 236 96
~-·-·=~="~1~4~5~C~R~2~2~5~~~----------------~0CqS~IG~N~· ~DS~S~~ r R[V, /.,c'
RIFL[, CO 81650 OAT£' 1102108 .J
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8'-0" GIRT
r--;-DJCLJP
FIELD LOCATED
'#ALK DOOR JAMBS
FLOOR ELEVATION
L 37' -3070 '#ALK DOOR_j
49" -4070 '#ALK DOOR
73' -6070 '#ALK DOOR
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I rDJCLJP
!ir-t---
11+---'----
1'--------
1
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4'-0' GIRT
COPTJONAU
1-DJCLJP
FIELD LOCATED wALK DOOR FRAME ASSY.
8'-0' GIRT
1--Jr1MB/GIRT CLIP CDJCLJP)
TK2075 SD SCRE'#S CTYP.)-
~!>'=>-I I--FIELD LOCATED
\-/ALK DOOR JAMB
JAMB to 8'-0" GIRT
~ TK2075 SD SCRE'#S nYP.)
I
I
-----'=='"=====*91
I
4'-0" GIRT CDPTIONAU I
I--FIELD LOCATED
\-/ALK DOOR JAMB
JAMB to 4'-0" GIRT
TK2075 SD SCRE'#S CTYP.) ~ 1!\1,_ I
I
TEK5 SD SCRE'#S CTYP.) l I
CUSE 1/2' '#EDGE ANCHORS
\-liTH FULL FOUNDATION) I
: 11m--I
' '
I--FIELD LOCATED
\-/ALK DOOR JAMB
FLOOR ELEVATION
JAMB to .SASE !~ J
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' "''
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,.,
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' CC-L•
' [C-1•
STANDARD ENDWALL BRACING
THE STANDARD BEARING ENDWALL
FRAME UTILIZES THE DIAPHRAM
ACTION OF THE WALL PANEL TO
TRANSMIT LATERAL WIND OR SEISMIC
FORCES TO THE FOUNDATION. IF THIS
DIAFRAM ACTION IS INADEQUATE TO
RESIST THESE FORCES ONE OF THE
FOLLOWING METHODS WILL BE USED
TO SATISFY TH REQUIREMENTS. PURLIN CLIP
EAVE STRUT CLIP
GIRT CLIP
OPTIONAL CABLE BRACING
WHEN DIAPHRAM ACTION OF THE PANELS
IS INADEQUATE, THE FIRST ALTERNATIVE IS
TO ADD CABLE BRACING BETWEEN ENDWALL
COLUMNS. IN CASE, FLUSH GIRTS WILL RE-
QUIRE FIELD SLOTTING TO ACCOMODATE THE
CABLES. CABLES CAN ALSO BE ADDED TO THE
ROOF BETWEEN ENDWALL RAFTERS AND MAIN
FRAME TO TRANSFER THE LATERAL FORCES OF
THE ENDWALL.
RAFTER
FLANGE BRACE
PURLIN EAVE STRUT
BC CLIP
OPTIONAL HALF LOAD FRAME
A MAIN FRAME MAY BE USED INSTEAD
OF A BEARING END FRAME. IF CABLE BRACING
OPTIONAL FIXED BASE CORNER COLUMNS COULD NOT BE USED
IF THE ENDWALL FRAMED OPENINGS
ARE PLACED THAT CABLE BRACING
CAN NOT BE PLACED, THEN FIXED BASE
CORNER COLUMNS MAY BE USED. FIXED
CORNER COLUMNS WILL INDUCE A MOMENT
TO THE FOUNDATION REQUIRING SPECIAL FOUNDATION DESIGN
REV I DESCRIPTION I DATE I APPROVED
REVISIONS NOTE PANEL DIAPHRAI\1 ACTION IS STJ\NDARD ~ Toking Pride In Building [xcellence PACi[ No.
SFNT!Nfl Bull DING ~YSTEM::--S "'~""x,;;---, -----=--------='------rcJc;;;DE-;:;cNu;;;;;HEE;;;:R,-+---t
k Drvt'l"" Di:iLOIJAL l<ru'"'IU. '"-
23/ SOUTh' 4TH ST OTHERS ALL ARE OPTIONS
ALBION, N[ 68620 f.::'"~:_::':_' -----------~D['i7SI=GN-=• J:'LS'=J ~~-=-----=~=------=~-==a~-==--+===-~•~s--~-=~=-=-·~=-=--=~=-=-=-=-~=-~-=~~(=8[-10)-]=27--0-79~0-=~---==-=---=---~-=-=~~h~·~~·~~~~.~~··~'~.i~?I~0?~~~1~-~
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TK____ SCREWS
® EACH GIRT JAMB TRIM
P/N ITJT __
JAMB
JAMB
HEADER COVER
P/N ITHJ __
COVER
TRIM
STRIP OF MASTIC
TK____ SCREWS
EACH SIDE OF
MAJOR RIB
ROOF SHEET
INSIDE CLOSURE
EAVE TRIM---I
P/N ITET__
LAPTEK SCREW -11'=-----t-8<1
® 12" O.C.
OUTSIDE CLOSURE
SIDEWALL SHEET-
EAVE TRIM
SIDEWALL SHEET--(DOOR HEADER
r .
"" ~ TK____ SCREWS f"-'
® 12" O.C. "== ~:=====~
HEAD TRIM_// P/N ITHT __
HEADER COVER
P/N ITHJ __
HEADER
HEAD
COVER
TRIM
LAPTEK SCREWS
I
® 12" O.C.
--ENDWALL SHEET
-SIDEWALL GIRT
--t-eo-TK____ SCREWS
® EACH GIRT
J lSIDEWALL SHEET
CORNER TRIM j
P/N ITOC __
LAPTEK SCREWS
® 12" O.C.
CORNER TRIM
l __________________ ~ ________________ l_ ______ -r------~--------------~
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BASE TRIM
HEAD TRIM
H EI'.DER JA~XB COVER
STANDAPD TPJM PLAC[M[NT
CORI~ER TRIM
\
[J
JAI~B TRIM
\
REV
EAVE TRII~
LAPTEK SCREWS l
® 12" O.C. STRIP OF MASTfC
TK _ _:___ SCREWS
® EACH PURLIN
TK____ SCREWS
® 6" O.C. TO ANGLE
T (ROOF SHEET
~r-r-~
RAKE TRIM--
P/N ITRT__
SHEET ANGLE:-----t---l-+1
4" X 2" 16 GA.
LAPTEK SCREWS -if>,.,_-1-f'><
® 12" O.C.
OUTSIDE CLOSURE
ENDWALL SHEET--
RAKE TRIM
DESCRIPTION
REVISIONS
L ROOF PURLIN
(BEYOND)
Taking PridE' In Building [xcE'IIE'nCE'
APPROVED
PAG[ No.
SnHJI>.~EL ButLDJt~G SYSTEMS f'RO.J£:CT JOB NU~!B[R:
A Drv"r<>< <FGLOBAL l<ru>T~IL<. 1~
237 SOUTH 4TH ST
ALBiON, N[ 68620
(800) 327-0790
DLSJGN: XS
R[V•
'"'~-JlC)p•o DAT[: 41 3102 I~
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LOCATION OF CLOSURES
--------------------,----------__,,
o/" rrAp P -o P 111 rA ~ rrrr OG in£ uL_/]LL;;JVJ
PRE-FORMED RIDGE CAP~
T\./0 BEADS OF MASTIC
ROOF PANEL
r J.S CLOSURE VI MASTIC I -ON NON-ADHESI E SIDE '· \RIDGE ROLL <Stcl on Vo.lurw.ster)
O.S. CLOSURE
\_EAVE STRUT
I.S. CLOSURE
/VALL PA~JEL
I 1/2' BASE LAP
SECTION THROUGH SIDEwALL
NOTES: 1. ALL BUILDING MODELS HAVE
MASTIC IN ROOF PANEL SEAMS.
2. FORTRESS BUILDING MODEL HAS
MASTIC IN wALL PANEL SEAMS.
3. REVERSE -ROLL PANELS REVERSE
THE LOCATION OF CLOSURES, TOO
O.S. CLOSURE <MASTIC TOP & BOTTOM OF CLOSURE>
RAKE TRIM\ ROOF PANEL\
STRIP OF MASTIC
O.S. CLOSURE
\ROOF PUR LIN-
I.S. CLOSURE
/VALL PANEL r BASE ANGLE/CHANNEL
i_-----ll~~~~
1 1/2' BASE LAP
; .~
SECTION THROUGH ENDV/ALL
REV DESCRIPTION
REVISIONS
Taking Pricle In Building [xcellence
SENTINEL BurLD!NG SYSTEMS Pll!lxc'
A 01VI<ll>'< r>'\JL08AL l<W<lOIE<. 1><-
237 SOUTH 4TH ST
ALBION, N[ 68620 ADUR(SS
(800) 327-0790
APPROVED
PAG£ No
JOB NUI'\EER•
D£S/W
R[\1 -~~
am'!![""~ DAT[: I /06/05
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ENDWALL SHll-IING lDRNlR CU-I DE-IAIL
TOP OF ROOF SHEETl
e-------2 4" -----1 t ~ -==-----===------'-" ,..--<
fru
l SHEET ANGLE
TOP OF ROOF SHEETl
1------2811
___ _, t ~
~=-------'-"
,..--< ~-~-----~~~~-~--~ fru
l SHEET ANGLE
END\JALL SHEETING-END\JALL SHEETING-
USE FOR 2 12 ROOF SLOPE ONLY USE FOR 3 12 ROOF SLOPE ONLY
-------------------------------------------4----------------------------------------~
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TOP OF ROOF SHEETl
1--------30 II t ~
" ,..--<
10"
fru
l SHEET ANGLE
j
END\J ALL SHEETING-
usr=-FOR 4 12 ROOF SI_OPE ONLY
NOTES:
(1) MAKE CUTS ON OPPOSITE CORNER FOR \JALL
SHEETS ON OPPOSITE SIDE OF THE RIDGE.
(2) BUILDINGS \JITH SLOPE LESS THAN 2:12 NEED
NO FIELD MODIFICATION TO END\JALL SHEETS
END\JALL SHEETS.
(3) ALTERNATE METHOD FOR TRIMMING END\JALL
SHEETS IS TO INSTALL AND USE SHEET ANGLE
AS GUIDE FOR CUTTING CORNER ON SHEETS.
REV
S.EIHlN>! Bun DIII./G SYsTn~s PR[IJECI
/.. l!IVI>I{>.' "'GLOBAL )<t,.J<T~IU. I!IL
237 SOUTH 4TH ST
DESCRIPTION APPROVED
REVIS IDf'-IS
Taking PridE' In Building [xcpl/pncE' PAG£ No
JOB NUt•iB[R'
ALBION, N[ 68620 I'A"D•P·~·E:_" -------~D[fSJGN~'' J~lSd
' (800! 327-0790 I REV /)/\ '~~------~---~-----------L----..1-~--_;__ _______ __:.-.:=""""~~" TIATL_.dl 310? ~
I GUTTERS Af\JD D D lvJ f\J SPOUTS ARE P,N DPTIDf\J THAT HAY f\jDT BE PRESEi'H D f\J THIS BUILDH,JG.
INSIDE CLOSURE-LAPTEK SCREwS H 3" GUTTER LAP
USE THIS METHOD FOR
I FORMED TYPE DOwNSPOUTS.
RDUF PANELl b GUTTFR STRAP 24" D.C. BOTTOM SIDE OF
LAPTEK SCREw .""'-r-GUTTER SHOwN
I @ 12" D.C. . I'-PDP RIVETS AND CAULK-~UTLEJ ~~ LAPTEK SCREw . HOLE
I " LJL F -4 @ GUTTER STRAPS
•
------------J -rAVE TRIM r-(): p o, [ ~ FASTEN TO
---------------~~-CUT TO FIT FORMED OUTLET
'CREV ·~ f;::J::_ TK ____ SCREV " OUTLET wiTH I TK
-~~-
DOwNSPOUT-"-PDP RIVETS
CSEE NOTE A) ""' CSEE NOTE A) TYP (4) PLACES
~ ~ LAPTEK SCREw
I L, @ 12" D.C. DOwNSPOUT CONNNECTIDN/ GUTTER CUT OUT FOR
EAVE STRUTJ = "\: ~STANDARD GUTTER
GUTTER LAP DETAIL OUTLET ATTACHMENT
I ~ GUTTER OUTLET H3" USE THIS METHOD FOR BOTTOM SIDE OF GUTTER LAP BOXED TYPE DOwNSPOUTS. GUTTER SHOVN OUTSIDE CLOSURE 4"
I SIDEwALL PANEL .""'-
ol ""-PDP
:-
=>!> I DOwN STRAP • RIVETS AND CAULK--\-~ X ) 3 1/2"
I • 1 l
SEE DETAIL A-A CUT LINES-LBEND LINES .
I ~ a R :j) FASTEN TO BEND TABS DOVN TO FASTEN
DOwNSPOUT -BENT TABS wiTH DOVNSPOUTS AS SHOVN AT "-PDP RIVETS LEFT.
I N TYP C4) PLACES
DOwNSPOUT CONNNECTIDN/ GUTTER CUT OUT FOR
VDDwN STRAP GUTTER LAP DETAIL OUTLET ATTACHMENT
I
0 1/ = "' ~APTEK SCREw
I ~1/ ~UL TI-RIB PANEL
~ -DOwNSPOUT ERECTION NOTES:
I STRAP CA) LOCATE (1) TK SCREw ON
~---z:iBOV (' c D EACH SIDE OF MAJOR RIB ON ROOF PANEL.
I --DOwNSPOUT
I PDP RIVET
C2) REQD PER STRAP -~ DETAIL A-A REV I DESCRIPTION I DATE l APPROVED
I ..
. ' MULTI -RIB PANEL I .. • . --; REVISIONS ' . . ' . . . ' . ~ <I • ~ ~ ~ Taking Pride In Building [xce//ence ' . . .. PAG£ No. . . . " i . ' . SENTINEl Bllll DING \ysTCM> r~o-E:cl JOB NU11BER' . . . " ! . A D•'-'I<U>< !>'GLOBAL hW>lOIU. 1""-' . ' . . 237 SOUTH 4TH ST
' . })[SiGN· ALBION, N[ 68620 APIJIOESS
! (800) 327-0790 R£V: 2/ QI>-!'J\W..,•c DIHC i/06 /()5
I OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT 01\J THIS BUILDING.
I TYPICAL SPRING PAD CONFIGURATION
(CONSULT YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS)
f-.------OPENING IJIDTH--------1
PAD LOCATION FOR ADDITIONAL SHAFT BRACKETS FOR
DOORS OVER 18'-3' IJIDE u
l sB.:_f1A· _ 7fl-· 11;·1-_?rt_~R. 1-
J -~
~--L _j OF SHAFT L _j --~ *z
STEEL PADS FOR SPRING ~ i I ANCHOR BRACKET MOUNTING i ~
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ll-: See trnck de toil for heo.drooM clearance diMensions
**Not opplico.ble to full vertical tro.ck
S.R. = t-1ininuf'l Required Sideroor1
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DESCRIPTION I DATE -I APPROVED
REVISIOI'.JS
~ Taking Pride In Building [xcellence PAG[ No
237 SOUTH 4T.H ST
ALBION, N[ 68620
(800) 327-0790 ~'"~='"'=' ============~~~~~~G~N==-3 /]") a""tn----r DAT[, J/06!05 ~
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OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING.
OVERHEAD DOOR SPRING PAD AND BACKHANG DETAILS
CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS
NOTE ALL PARTS ARE ATTACHED WITH TK2075 SCREWS
ENDWALL DOOR SPRING PAD FRAMING
,-2"x 3"x 16 ga ANGLE
(Field Bend to Match Roof Pitch)
,., ENDWALL RAFTER~~ END VIEW (From Bldg Interior)
/ ~~ ~ ~!0~~~
·~ :
SIDE VIEW
..----SPRING PLATE~ [
.--'-l,-:{o I i \l---c¥,W-\----i.~.~ r
\_HEADER TYP. '/ 2"x 3"x 16 ga ANGLE TYP
HOT ROLLED RAFTER OR COLD FORMED RAFTER
WITH RAFTER RESTING ATOP COLUMNS
------~--~------------------
NOTE: Building Supplier does not provide
material to back hang the track.
~FURLIN TYP.
BACKHANG ANGLE TYP
~ -DOOR TRACK
ENDWALL DOOR TRACK HANGING DETAIL
I ---------------FURLIN
v----------2"x 3"x 16 ga. BACKHANG ANGLE TYP
~ -DOOR TRACK
SIDEWALL DOOR TRACK HANGING DETAIL
:::) ,-.~EAVE STRUTF=~=========J
0
~ I ,o 1 i ~ r ~--~.,~~.~
"N \_HEADER TYP _/ \2 "x \__ 3"x 16 ga ANGLE
SIDE VIEW END VIEW (From Bldg Interior)
SIDEWALL DOOR SPRING PAD FRAMING DETAIL
REvJ. DESCRIPTION I DATE I APPROVED
REVISIONS
~~ Taking Pride In Building [xcellence PAG[ No
)ENT!N<'I Bill! DIN(, '\yq•MS---. •=-o:c• JD~ NUHFER
t, Dovu.,.. u(;l00Al ~-~""'-0<
237 SOUTH 4TH ST ~=========~~~=:j ALBION, N[ 68620 .,...,., ~~~GN ~3
(800) 327-0790 ,._,_ nL.;r, 11m;m"i 1 ~