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BASIN AA£.A
& DESIGN POINT ...__,__
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SUBJECf TO NOTED
UCIPfiONS & INSPECTIONS
GARFIELD COUNTY
BUILDING DEPARTMENT
O.te r&lin2L By ~ FiELD COP
NO INSPECTION WITHOUT
THESE PLANS ON SITE
pttF.e of
PROJECT NO.
88088.07
DR-PR
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12
1/2r-
!i'-o"
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BASE CLI'
P/00... (JYP.)
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12
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PURUN (JYP.)
N.J.
COLUMN
(JYP.)
~·-a·
35' -o· our TO oUT or SliD.
4 I 2 I 18 ~
RAKE N«lE (JYP .)
!i'-o"
ENDWALL FRAMING ELEVATION AT FRAME LINE '1' (AS SHOWN)
ENDWALL FRAMING ELEVATION AT FRAME LIN£ '20' (OPP. HAND)
BUILDING "A"
PARlllllN COWII~\ (JYP.)
ANGlE v;;"EDlNG
29GA. 'Pill' ~"" (SEE FLOOR
FOR PAle. L9i CIDB) . .
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s·~·
(JYP.) _t_~N
DWAU. ~ :I~ OWIIN -
'T ... . . FIN. Fl.Ro .
v
1\1) [hW278)
BASE CUP
s·-e·
10'-o"
PART. WALL FRAMING ELEVATION AT FRAME LINE 'A.4' {OPP. HAND)
BUILDING "A II
L SIOEW.tLL, ENDWAU. It PNmllON COWIINS. DOOR JAIIBS AND
AllERS, AND GIRTS = 4" 1 2" C 1 16 ~ ~L NTO.)
RUNS • 6" I 2 1/2" l x 16 GA.
f1ERS = 4' I 2" C I 16 GA.
ICE ANGLE = 41 I 2" I 16 GA. (UNL N'ID.)
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26GA. "PPfl'
PANElS ('m.)
(JYP.)
35' -o• OUT TO our OF STm.
12
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ENDWALL SHEETING & TR IM ELEVATION AT FRAME LINE '1' (AS SHOWN)
ENDWALL SHEETING & TRIM ELEVATION AT FRAME LINE '20' (OPP. HAND)
BUILDING "A"
PLRUN (JYP) COLUII~\ f_
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(JYP.)
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(St£ FtOOR
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~ NIERIOO BAY PARTITlON ~
~ (17) PIJ.CES ~
i
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PART. WALL FRAMING ELEVATION AT FRAME LINE 'A.3' (AS SHOWN)
PART. WALL FRAMING ELEVATION AT F'RAM£ LINE 'A.4' (OPP. HAND)
BUILDING "A"
RTillON TOP ANGL£ • 2' I 2" I 14 GA. (UNL NTO.)
SE A: Slfl'G. ANGlE • 2" I 2" I 16 ~ (UN.. NTO.)
V'E STRUTS -4 1/8" X 6" X 18 GA. (UNL NTO.)
AllERS, AND GIRTS = W/(2) lml aJIS (hW276)
AU 2"x2" .t 2"'114' UGKr GAUGE ANGLES Wll IE PRO't'IIED IN STANDNIO 'JIJ'-o' STOCK I..ENGlHS. BUILDER
IIUST FlElJl QJT TO l£NGlH IS RE.llUIRED. I..ENGlHS R£llUHD NlE SHQI/IN ON THE ERECT10N ORf.WINGS. (JYP.)
"EXTREIIE CARE t.IUST BE TAKEN YHN FAS'IENING 'PBR" PANELS
1MR INSULATION TO PREVENT ~NG THE PANEL'
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IW1tR (JYP ) RP1 S3
26GA. "PIIR" ROOF PANElS ::-tr-• S2
(IYP.)
----
-
SUI-QU 1'x16GA. HW-3121-
0 l.tj-SHEEIBl SllE or PIRlll10H
COLUMNS 0 5'-o' A.F.F. (TYP.)
AN.Fl.Ro~ . .
(1) [HWZ~J' -II-'~ BASE QJP J'I.N' Sl
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FtOOR PIAN
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PARTITION WALL FRAMING ELEVATION AT FRAM£ LI N£ '2' THRU '19' (TYP.)
BUILDING "A"
AN. Fl.Ro
PNmllON
COLUIIN
(IYP.)
(18) Pl.'s.
s•-o• s'-o"
10'-o"
PART. WALL FRAMING ELEVATION AT FRAM£ LIN£ 'A.4' (OPP. HAND)
BUILDING "A"
APR 2 9 Z008
Duro Beam
Quality Pre-Engineered Buildings
AJII.'I1DJ( DfJ/1() ~
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16)LLTIOOD, l1miiiJJ. S'J02l
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AWAY FOR CIARnY
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JAIIB CO..UIIN
NOTE: INSTAU. COlJ.Uj TO
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C81
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{ 4) PER BRACfCET
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lOR TYPE/MANUFACTURER.
SECTION 'c-c•
BRACKET PlACEMENT IS THE RESPONSIBIUTY
E DOOR INSTALLER/ERECTOR.
'JYPCAL l-EADER TO JAM3 ~ECllON
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ANGL£
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FOR FASTENER CONNEI:OON)
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W/0 WASI£R [FASTEI€R #29] {4l PER CO..UIIN
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PARll110N TOP
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W/0 WASI£R (FASTEI€R #29]
(2) PER COWIIN
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1/2" f 1 2 3/4' 'fiiDGE ANCHORS
(HW-950) (2) PER QWII(L
(MIN 2 1/4' EIIBEDIIOO]
MUWON OlANNEI..S ARE GENERAU.Y CENTERED ON
THE PARTITION STEEL UNES (EXCEPT AT CORNERS}.
S UUWON OlANNEL PLACEMENT IS THE
~Iii' RESPONSIBIUTY OF THE ERECTOR.
-..;."'!
5!5
lYPICAL t.U..UON BASE CCNEllON
'TYPCAL <R' TO CQ..WN CON~
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SCREWS TO BE DRIVEN AT 1800 RPM'S (MAXIMUM)
'TYPCAL. PU~ ca.u ~ ~ECTION PC1
NOTE: CO..UIIN LEG AND ANGL£
Cur AWAY FOR llJoRJ1Y
1/2' • • 2 3/4' WEDGE ANCHORS
(HW-~) (2) PER CUP
[IIIN 2 1/4' EIIIEDIOlJ
3/tf' • • 2 1/4' WEDGE N«:1mS
[HW-95Cl'] [JO' O.C.]
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12-14 1 J/4' SElF-DRILlER
W/0 W.GIER [FASTENER f29]
(3) PER COWIIN
TYPICAL~ TO NTEFI.EDIATE COL~ cott£C110N
12-14 I 3/4' sn.F-DRIUER
W/0 WASHER [FASIEN£R #211]
(2) PER CO..UIIN,
(1) PER P\JRUN
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TYPICAL EAVE STFIJT cott£C110N
NOJE: INSTAU. COLUIIN TO I lEAR ON IXlNCRETE
CB2
PC2
Duro Beam
Qua li ty Pre-Engin eered Buil dings
AJI1.'1iDX DU/11) llfAM
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0 12' O.C. IF NO LN' OCCtllS
TYPICAL PAR'TTT10N CON~ PIS
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l 1/2'
1' I 3/32" TAPE S£AI.ER
TOP ot I!OTTIIol OF CLOSURE
[HW-506)
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Qua lity Pre-Engineered Buildings
M4'1IIC.Uf DUIJO BIIWI
llfJ2 JlJJl1l1 ~ HIJ.
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Qua lity Pre-Engineered Buildings
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