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BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM
(One Form per Building)'
A.P. Number (plp , S - Q �jJ Building Department No.
School District a �a 's City = County � Jurisdiction
Property Owner
Project Locati
Subdivision
Lot Number ,
Residential Development:-,
Wiving
Sq. Footage
# of MHI Addition (Group'R)
y S Unitsy
,Commercial; /Industrial, r Sq. Footage
New Addition (Including Exterior
Roofed ,Areas)
Building. Depar merit Representative Date
y1 ~� (Floor'Plans reviewed by School -District Personnel)
Q►
.District Id No.
? School District certifies that
( Applicant Name) °-., R' (Phone Number)
--7/.
(Street Address)
`•AA
(City) (State) (Zip Code)
has complied with the requirements of Resolution.No.
by the pa merit of representing �7� square feet.
Sc
h o District Representative Datte
M
PAID BY CHECK NO.� REMARKS:
BANK NO�
PAID BY CASH
M1 • y
1 '
white -applicant, yellow -building department, pink -school district,.^�''`_
SCHOOL.FEE (8/88) t
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jCB 27195 MATTHEW THIS QWG_ PREPARED, FROM COW ITER INPUT LOADS 6 DIMENSIONS _ SUBMITTED BY TRUSS
TOP CHORD' 2X4 FIR -LARCH SS
TC XX LQG L -q 0.29 7.21 11-72 15,00 2026 24.79 '31_71
cl
80T CHORD 2X4 FIS -LARCH -0i
D
KEBS; 2.Y4 FIR -LARCH STA�UARD
SC X -LOC L -R`: 0-29 7..A4 11-72 16-00 20,28 24156 31.71 _
C
W
USE SANE -DESIGN FOR ONE -FLY MWOK :WOKHIP TRUSSES 024'0.G_ EXTEND
TOP CHORD TO FLIP RAFTER AND SUPPORT EVERY FOUR FEET_ LATERALLY
2 COMPLETE TRUSSES` REQUIRES
7i
BRACE FLAT TOP CHORD' W LTH 2X4' 13 OR BETTER HEM -FIR @24. 0_G .
FASTEN TOGETE ER WITH 160 MAILS
W r T 2-161D NAILS 040,; 2X -f DEAGOVAL BRACE PEF1 BWT-7 6 FIGURE 5 (0)
TOP CH --—_---___.__��_- 14' O _ C f
SUPPORT HIP RAFTER WITH ;CRIPPLE EVER`.' TWO TRUSSES (68") -
NE3541 O_C_ 5T�t6GEREII
2i
BOT £H --------- __. __ aE' a -C.
a
COf511EENTIONAL PRA14ING IS NOT THE RESP-ONSI81LITY OF THE TRUSS
Q
CESIGNER,. PLATE MANUFACTURER, NOR TRUSS FABRICATOR- PERSONS
AI HIP .OcSIC44EQ TO SUPPORT '7-11'--04 JACKS WITfi 140 WEBS.
W
ERECTING TRUSSES ARE CAUTIONED fG SEEK ADVICE 8Y LOCAL
PROFESSIONAL Et�INEER REGAi�OI'N6 � CONVENTIONAL FRANING„
SINGLE CUT #-2 ENDS; 1, 3: 5. 7 '9
N
1
CONNECTOR PLATES MUST BE INSTALLED TN ACCORDANCE WITH
CAMBER 114' AT HIOSPAN BETWEEN BEARI"GS_
REGUIREMENT CP t.C_B.Q_ RESEARCH REPORT #2949_
.ALL BOTTOM CHORD SPLICES OCCURRING' QFAOX
ALL PLATES ARE fti 9E CENTEREDON, TfE JOINT, LEFT T4 PGHT ANO
PANEL POINTS ARE =0 8L LOCATEII AT APFTt
104TELY
TOP, 3O BOTTOM. EXCEPT Da�EF! LOCATED SY CIRCLE. OR DIMENSION-
114' OF PANEL. LENSGTH FROM PANEL. POINT (NCTRIN 12'1 AND
SEE 'OPAW ING 130 FO 'PLATE LOCATIONS ON TYPICAL JOINTS-'
SMULD NOT OCCUR IN PANELS 't EXT TO, A; PANEL POINT SPLICE -
ALL taAILS; SPECIFIED ARE COb9MM WIRE N.ALLS_
TCP CHORD SMALL BE LATERALLY BRACED WITH PROPERLY COhWECTEB
Note.' 23� 93 �m-fir or better caatjbo�ms lateral bottom chord: bracing
FMLINS SPACED AT A MAXIMUM OF 24' O.C.
m a.C_ -aaxt zequiied Attach, v/2!. -116d oails_ Bracing is not re(I
a Ti ceil aq is. attacm d.irccC ,; to bo+ttow chord _ Bracing
both enols to a sul.table twpart
asteria to be svpplled aux attachtd at
by erection contractor-
ontractorConnectaE
Connector-plates designed Ear green I=ber Per FM ?able 8_38.:
W 1)D4
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5X4 3X8
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. a ; �Esr f3": x tIf3C = R,427---6222
r o c� r= au. #IMPORTANT-*3Eswasr vE mus mt me ARNI,NG mf w - oemeM ma
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r� X=tjCWM oat" ORnn sauu4e TQ sna TW mess t+ =M WwwPCT tAWOWARV- s-d.cAaso:afr�aa-.mrd _ sir ry
cis s= C= Rsr �nvctsx syso+�a .ries' eR rrt. :iaslsE nay a< rap .Qutim.c sats vx TC DL -31423
J p fes.; ..eas,c Znm saws. .r sees[' e.LsrrQ3o ram uaas wn swt4e srs. ucasa. o+xsg > _r
oa& w(tsE mcow nxrrc.:r 39wM OF AdM4 Ades c.ue n Kura. IaP iCKM ensu_ OrtAasaaMrr auCES C R S£ DE: _[fit PSF CA)rEw �1 S ' n
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_ - - voom ,...PEaamc *jwle Aw -C women- s�"= cow"m vvw. 8W iow OWFO WIT" R[GLa Q.TLSA: OA lsatMC _ -
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i PITCH
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. a ; �Esr f3": x tIf3C = R,427---6222
r o c� r= au. #IMPORTANT-*3Eswasr vE mus mt me ARNI,NG mf w - oemeM ma
4 o �.r r:r.. _'O• 095C �. �. Off Wn-r=- . �_ a �ffi . ► * T' -C '20-0_p'? t `' a1/31/SCT
r� X=tjCWM oat" ORnn sauu4e TQ sna TW mess t+ =M WwwPCT tAWOWARV- s-d.cAaso:afr�aa-.mrd _ sir ry
cis s= C= Rsr �nvctsx syso+�a .ries' eR rrt. :iaslsE nay a< rap .Qutim.c sats vx TC DL -31423
J p fes.; ..eas,c Znm saws. .r sees[' e.LsrrQ3o ram uaas wn swt4e srs. ucasa. o+xsg > _r
oa& w(tsE mcow nxrrc.:r 39wM OF AdM4 Ades c.ue n Kura. IaP iCKM ensu_ OrtAasaaMrr auCES C R S£ DE: _[fit PSF CA)rEw �1 S ' n
aowly rmkt= : To 6OfM tAC S -1F t.J10f AgWf oa a. M E es 'r MA s�.r EriaO® A -VM a pWkV ftsar, - TflT _iD_ 35,. tJ '?SF aI A: LEid_ ,3z';i—v _
_ - - voom ,...PEaamc *jwle Aw -C women- s�"= cow"m vvw. 8W iow OWFO WIT" R[GLa Q.TLSA: OA lsatMC _ -
s� OW-FAC.
i PITCH
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- mm ,asl ziF. OCtt � Y RSE�t paib-. t Sia., lx]e afK►- ®1'+75 63:GR tR Ha F7aE RErtip�ga7 mEsrf2-itG��a. -
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_. rte . , _fWr - 7aM VLAM I.r,*tau:s. .+� - «srrxs�c aFs a. ss.:�zrana� :m .cfocr co�sr�w SET13ACK 91 ` TYPE 0 IQs--
.1K16 27337 MATTlEW THIS QWG _ PREPARED FROM CONN UTER INPUT fLOADS & DIMENSIONS SWMi D BY TRUSS MFR
TOP CHORD 2XA FIR-LARCt Ay
TV- X -LOC L -R: 0.29 3.03 5,12 7.22 9_135 C),
80T CHORD 2X8 FIR -'LARCH SS
D
WEBS 2X4=. FIR -LARCH ST ARD, EXCEPT AS SHOWN_
_ BC x -LOC L-A: 0.29 3-15 5.12 7.10 9_SE
:19 t --;8X6 FIR -LARCH #2
33
2 COMPLETE TRUSSES R QUIRED
C"ONN''ECTOR PLATES KjST 8E INSTALLED '.IN ACCORDANCE WITE1 -
FASTEN TOGETHER WI ISD NAILS Pi
REW REMENTS GF I _C B.4_ RESEARCH FEPORT 02949-
TOP CK
WEBS — - - ----- 4' Q -C. STAGGERED
ALL PLATES: ARE TO BE CENTERED ON THE JOINT. LEFT -TO RTGN`C ANO
BOT CH -- ---=- ----- 3' t3 C. STAGGERED
TOP TO BOTTOM.. EXCEPT WHEN LOCATED BY GI14CLE' OR DIMENSION,
NOTE:(ii 112" OiA. THR J BOLT MAYBE SUBSTITUTED `
SEE ORAW[NG t3o FOR -PLATE LOCATIONS ON TYPICAL JOINTS-'
FOR (2) -16D NAILS IN BOTT01 CHORD ONLY -w
NOTE: LOCATE STAGGERED BOLTS 2- .FROM OUTs'
ER EDGE OF CNOFO-
SINGLE CUT' WEB" <0-2 ENDS: 1. 3.5
N;
Contractors Warming �
TCP CHORG SHALL BE LATERALLY BRACED WITH PROPEFA_Y CONNECTEa
This truss is designed to bear andlIIr support
PURLINS SPACES? AT A MAXIMUM OF 24' OX.-.
additional loads at specific locations_
Particular care is advised during install:atiarl
ALL NAILS. -SPECIFIED ARE COMM UN WISE NAILS,
to ensure that this truss is erectea properly _
Coaventlocal framing is not the responsibility of the trusst designer,
3 CONNECTOR PLATES DESIGNED FOR GREEN LtA S PER NDS
plate loanaiactvxer, nor truss fabricator- Fersons erecting trusses
TABLE S.W.
are cazutioned to seek advice b.T local professional engineer
regarding canventianal franIng..
Note: 2X4 43, ben fir- or better continuous lateral botten .chord !radar
'not
€ 2R O.C. �. regaixe�. Attactr x17 1fid.mails.. SracfW. is required
oacanectlorr gar Ci bt { _ 9Ot0313013)-
( p -
St6rpson 6 to c cC
ifa rigid ceillvg is attacbed directly tq+ bottdw .^_hard_ Bracing
tx)8 be sugEslled and attached at beth ends to suitable support
Sibson 8HIIS381, Also',
material .a
moons at +247 O.c_ IIse catalog a 8 F for ;ailing
by erection cantracior_
f fications_-
This girder desi to sapgort a 32 -i} -t3 h gset �eitb 1 bip at an 9-0-0
setback f" to bottaa chord where ;shown_{pposite face of tress with a
5-1-8 setback designed to support two conventionally framed hip rafters
f to top chord, ire sem, and 5--1-8. C=went.iooal fragLing to
473#
- t3ie toe[ cbord.8.G=745
- 5X6 5X 1 2
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10-3-0 OVER 2 SiWPORTS-
Rt 4633# 9- 3_'.50
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WARNING �! sw,a�ra s+Crror we
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be
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9 if
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