HomeMy WebLinkAbout062-700-047r
y�
setback. of 5 ft. from fl -,,3
property lams and r setback
cif 50ft. the road J t t
�:snter!t, w{ li be clear 01
f
str ctur: of €'.quipmeni oxceOl ► , ,� ,
for a 9 F¢ ;,nve overhang EA.]s
PPP �'
r w A_Aft
.._
�f
���+ DR►uE wAy r`
�+ sultDING aEPAR1W _ 4
� / se ` of 5 ft. from the
p t, � tl Property lines and a setback
ry
AP # �`of 50ft, from`the road
i f centerlineShalM E ;fear of
,y structures or eci ipment except
for a 2 ft, nave overhang,
ROTE, --All Materialt & Workmanship 180 is
14rcn,rinnce wA Rncoact,e 3 Gcocl t et and "
t c n r 1'ty orescr 6rd (Cr Yl;a :S� cifiacin fhe
' �r, iaint� Mtr hanieYa "+d Thls svf o, Ions and ciCications MUST fie
+F n; N 'Call Plcal Code. t � Pe v �
kept &I fhb to of oll times and it is unlawful fa
k
,ie National =.le.}ri makes -Y changes or alterafions on some witha }
written permission.from the Department of PubV*
Works, County of $utfe
a - .
nil$ 90 O4?z, ctt1d nr MUST
k*p!+» on th,o c" c.4 !zn' siUNTY
BUM
�iiI
'Yl1f G" Pbt*rl'l v
APPR,v E
SM THIS DESIGN' HAS B (2$6)U08
'109 1.4433'""ROt( pF=� PREPARED FROM COMPUTER INPUT, SUBMITTED B`{ TRUSS FABR`•{fiFt
TOP CHORD 2X4 y FIR -LARCH #1 TC X -LOC L -R: 9129 6.23 11.65 17,D'6 18.18'
BOT CHORD 2X4 ,-IR-LARCH *I
WEBS ZX4 FIR -LARCH STANDARD BC X -LOC L -R 1.29 8,94 17,26 18.13
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF I.C,B.O."RESEARCH REPORT #2949, v
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IT IS THE RESPONSIBILITY OF 1HE BUILDING DESIGNER AND TRUSS �
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO N
TYPICAL JUI;�TSa VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADSCONFORM C
SEE DRAWING 13F1 FOR PLATE LOCATIONS ON , TO THE ARCHITECTURAL PLANS/SPECIFI'CATIONS AND FABRICA'TOR'S 0
REFER TO DRAWINGS AI!,03 AND A1:94R FOR OVERHANG DETAILS, TRUSS LAYOUT. ' ' +%`�44e:.,.,, co
- BUTTE COUNTS''
Top chord shall be laterallybraced with ra erlp connected
purlins spaced at a maximum of 24 O.C. uti ess plywood BUILDING E T A
sheathing is attached directly to top chord.
4X"�
* BBottom chord checked for 10 PSS' live load. i I)R
4.:00 4X44a"
JX q�-
OD
1 X—+�
} � T
i
14141 i
"
2Xa k i
e, 5,01 4X7
R -8D3 Y- �i,51 R-BD3# W 3x51^
2411
3.4-1—S Stubbed To ►
LS -..0 36" o.H.
OVER
PLATE. TYPE --REPINE; S CN-�141Du6" FURNISHR CTHIS R'S '
COPY OF AHTS �FSTGc TO ERECTION, TOR CONTRA LF RFv la. SGw - a.a�w
P�tC011GTS, CNG. F. �5e." FEix 'R,C 7CTRES"E 4}i4r
- x x�eI+Ewa
;EO 1g�T 4 ,, OF -SIGN CRIT UBC rZEE 0
**IMP0P 1 PN a — :SIWLL MjT Cc` RESP:NSIC9..E PDR ANY 'h�i1MN1N,G 9i af3liC2Ns�� r� r,—
Y,:YIRTIGM, Fq1 kl fiNE'CE 51aECtrCCRTlCR{a GR PNII OFYIAMN' FRDM !RIIG:NG.5EE CL'T 70,!0RRLihu W0ap rR5S 9 L` 1.L J� a PSF DATE �, 1:% 1'7a/87
v
C G } I;JS OESICw OR ANY Fptt.URE M WILD. IW TRUSS- IN CONDOR ONCE UkYN:' 1AA1 FWJ 9ETZUWN0gT10NS'ATP I} , SEE r'..R�l a'` ��t��V�� 10. n
Yv ! J{TN `rE '}N,}kC� ' CCk�iiRJ y}+tJhl` pf' TPI, REPINE. ;DNNEGTpRS t}I!5 DEri.LN i'CR if�ptll0�it 5 FCCRi, ET1R* TC Di: 0 PSF DR`X mus- w 87?86CEZ3
--- O r� �?RE �,t#"RGTCAEp FRCq'I zo &RIJCE ONLVPN(2E0 a�7EEL I11�! E5S NENY RRNGIIf� 9Epp1RE�?115. IIw.ESs pi}1ER�lSE +' ! v;r;G'"�,�,it1�? � z�� BC pl 5+ � . p ;PrjF C,R"'F�`iG
�j � OT}�RNISF S+NIW}, t1ErTING nFD11AEttENTS pF fSltl R44K ;RRGE R. �GvH, 70n C!}GfCO SiiRl.4, OE LAtCRFi+;,f tlRfi:EG ,,-�(� ;,,li C.I.' C.,, du x -w.
cI
LPYN APPLT CoWfEtTCAS' ro bOTN PfCSS RT EXH JOINT RIO LOCRTE; RS VITH PROpE,"',..Y RTINS)ICO PITui . 'fgAImINGp ''a`;1y� , •, ,� -r'i :r TOT. LD. 4.5.0 PSF 0/P LEN._ L 8 -S -0
1 -; . C..w.. SNOvs Bt;RR1N� Y:1otl4S AAE 4` ti.'W r .. JMCSS'. 0T}}ERWt5E `^T+OYN. MIT(" I;i�i 0 YCTO RIGID MILD
�� : r4�k' �, �• -
TRt Say° c siGN rphpEa ,: c ralY2N nTH ifPL,tCROIE PRDrIsIIsNs OF SO NOY �sT :xls OUR. FRC. 1.15 p'ITCH i4 . t�%! 2
oNGS AW /TPC !PCT". _
0£3CGN �TTid r11W RrARGANT 141MEII LUnPE1}• ., �+ ry r
-varPC TFUG% ^r RTr —NiriitiiF Npr 41XION14 r;gMN IPFUNCAT10H MR ;GCS rnN4SRlCTtGr} �l ✓r SPRCING 24. D � TYPti COMN
._ - - .. ..
_. _.. .
_,.
:,,., .
. , � . ..w,,. ., _ _ _ �...
.�
�; .. _ _.;
h .. .,.
. � - ,-
r ,,,
�, �. .
.': �n '.
i f � .. � i
�..
'S+ I '.