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HomeMy WebLinkAbout069-580-040�� � � .. / » �-__'_�'-_-�_~'~--_^___-_-___--------��_-__-��_-�`-__�'�-�'_�_-�-----_--'-_�--~_--^'�----_�-_' ! /l oqoer � bzc�c�ou a� � , � � baa 6eeo ioaue6 �or �be above proper�y. _ � . � ' -_ --'---'v -'-'�` ---`- ''- - -' -� —'-- '' ""o�, da�e ai�- e � ^ ' .�,-- . ' ~ ' ^ � ' BUTTE COUNTY.SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. NumberBuilding Department No. School District (]kn FLC, City Q County Property Owner Jurisdiction Project Location/Address /16u /_�(�Cr 6/, 1_4 Subdivision LWee QTo6r, 11-acAgr- 'Lot Number Residential Development: a ;� - Sq. Footage # of Living MHI Addition (Group,R) Units Commercial/Industrial: New Sq. Footage , Addition (Including Exterior Roofed Areas) Date (Floor Plans reviewed by School,District Personnel) District Id No. �2 Zs School District certifies that (Applicant Name) (Phone Number) / (,Street A(Xdress ) (City) (State) .(Zip Code) has complied with the requirements of Resolution No.� by the Pment of do z/ q Y $.�� %D representing square feet. z� l�9 School ,DiUr/ict Representative Date PAID BY CHECK NO. BANK NO ��'�S✓. PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district , SCHOOL.FEE (8/8.8) tNEE310 PRITJUCTS, Its. WAR1. LE RES SIEIE FatT RAP! IND tia ?IlT DEYIATIt7aT FrZ4A1 CitAUt6,SEE Hi TRUSS1M CMEME COM"IART OP RSrn IN CrIRE SEE ifs .'SES: IESIGN CRIT r�FR1427 L 16.0jpsF/28lrc DL lO .:O PS 2T Fez M GL 5.O PSF .2roT_Lo. _ 31._D PSF24-n` *IFIMPOF C= 4EYIATIOH FT+E Q THIS"CESIGH 0 C3 Q VITH "IM �tiEi c� t FRE ,n*&Fm Q- nTHEmtISE sTry �_ _ ��iC�'' ?����0 PPPLT ° CWEC y. iHCVN« WAIN tNEE310 PRITJUCTS, Its. WAR1. LE RES SIEIE FatT RAP! IND tia ?IlT DEYIATIt7aT FrZ4A1 CitAUt6,SEE Hi TRUSS1M CMEME COM"IART OP RSrn IN CrIRE SEE ifs .'SES: IESIGN CRIT r�FR1427 L 16.0jpsF/28lrc DL lO .:O PS 2T Fez M GL 5.O PSF .2roT_Lo. _ 31._D PSF24-n` No4 oi� DESIGN- SIROi:iM CD*'DRa VIL1t Ff LICRM-E PR4IISIONS OF t -'i�EczFIEE OM VE5It7t 00 NF)T aSE THIS ��'ik �� Ii*r ��JR.FR��1 ..25; 1 -ITCH, 'I 'Q C^� ■NDS iaa.■TPL tPtri.+DESIDt pItH,FIeEaETaa[ktHT iRLiiTED.LEIlBFR_ .. �_ _ ��iC�'' ?����0 rria TYPE - LSPC *.-TPI = lRt6S.PLfaIE TNaTlit+:E. ACS'- NaifQllfTl MS-,CNSPfCIF[CAT101f-FiXlliiDD COrSTflUCTIW No4 oi� T` --2X. F4-AfCK_ f�i 3_34 USE SAME: E3Esli;W-FOR ONE -PLY CaeaWON HfP TRUSSES @24'O_t'. EXTEND � COMPU TE Ali REG.UIRE I----- ' P1T E £[3 ti3 E#IP' Fmgc`F ANQ. supparu EVER Y FOUR. FEST. LATERALLY` FASTEN 'TOFF -T EA i�ZIN ` ` int NAILS, BRA E Fr ATT CFROR KITH 2X4 )Ps ORi:. 8ET s R HE'14- k @a4" G ..0 . T �P L� t - ---- ------ ---- 15' O � � . �-1fsD i , ,ZL� 11' 2Xt IAGOINAL BWCE REf 8tiT=76 FTGURF 6 Eat ;WEBS - - _ 'PPED E3R�T KTP- RAI %71TE� YP.IPPsE EYEP'Y TWO, TR€lSSES (S$'i �tR ST GGEF I6 G C_ RDt ttt-112` tlsa_ THOU BOLT MAY BE SVBSTITL,TED `flt E TIGTEaAI [RAb l2C IS' hfL,i ,T E8poNSISILZTY €� T' -F- TRUSS_ r=€irR =2„.__j6 Id*t' Ill ,EQTial�i s'I ONLY, II= lSi�iEA PL ATE �`ANUFAGTUTAERY NOR -MUSS FABRiIC TOA, pEFrz),t3� S _._ __. c C;IN z TRLSSc� AriE CAxil�Ztfi+iED TO' �� CE' gY LOCAL -#_ kRrP f}ESI h`E[i Io- SCPPM'r ?- '1-0 JACKS WITfi 410 WEBS_ o �'�ESSL0hiAL EPZTI �cR� REt..ARGI C NT`It3 ML 14 UNG 5If�1SLF_ C T W E 1 -BC: 10 EtiDS i, , ? 9. i.O E'tBR Pr A : ,” �J�A�i..��O. E� 11L�UROlS�ki.E �3T�(. RESEAfCR RIER'LU7T'���3_ L.fIBEB 3tr9AT `ANBETWEEN BEA~'FNjS.� PLATES- TO � ;~E.4T�. REU- 04 Ti -E JO.i�tT_ - � � _ -TO'_�'€FDHT =�yD X�er ���+' � �i+I-FIR. - f . _ OR 3TEA CONT Ll+fi,'OLlS ,.mss s Er'�lL SRAC0* T£t J T# ,- EXCEPT "l+i�G�_NE--LOCA-jE`� B ` IRCi E tli'f IM4�SIEWh BE FJUnLL SPACED-' ._ XTT1i�Fi it_LTF� fel Stl +UAI� 5 'GR -N(; SEE E}f A INS i3 FOR "PLA�FE Lim f %flt�'S O� TYPICAL_ JOZtd S _ ` !4A TERIAL TO ERE :SUPgL i1=D y HD A7; At�t3ELi " T i3CUTN; EM[)� T , y SUITABLE SUPPORT BY _ERE% II,(W irOtlTFi��C� {�n sp11�s uz a.•xi g beth g.;ael• Points are tc be = IecLcu; i ?ant doter 2X�i $3 -fir' or beCtez oaatiauars, ate.rktt chord bract TwitbI r_ r ar&.sbssulsl oot oexcrt io ¢�'ne�nert to a oanrsr paint �_09 Spl�, n•r o -c li3S. i ces3_. I oa{ 35 is aoL equf Attacb w k6r1 i cIf laq [t3 dCzeytly to tri .ta Sra a zdgd aef3 is a S a c ° : t&�S b szu Fabricator ,-0 3nst a as erial. to be sepplfer3 �sza attai -bed at bots � s `to a suttable -Upj rt £earseg . ,Gzaps- .bion b?>exex^tiatc contractor_ chaz�:si�a:i fa it bre tri.sb prdo-erlg Connec.`tor plates siesLc ned ;for .green Itsmb_r per Sf - All mails - - < sp�iEieJ zre canna. ;Tai �_ y pp - A, u ` _U i [ 19X it B-vCk requite _ -o -ti i 33= -R ? SUP .� i o 3f �E casaE.snxz- r - �ntzc £rnsE CA;W-. LE = i] _ 187 _ i11aC REF A PAA f -- _535 t+?TT;.�s c er.. tit rc�ttit's'+i G nr eusar: w f}ESi%li CRIT; = -. C.EVLirzLlr sTt.�. � c "' frarsrTs� ar yrr o�r:,trrmt "8�ci �6 s� z +us �sEj z* .ris TA20-9e W tian Me sc"I"xrrx_12/ cl awaR UATE PLSF3/891 t` cam. .�7r x;s s "oicnttrrs.+�ars aszr� et+�=zc. mrttrr*rsrass- C" i31i _ f r,79s7�'39 t cam:' g aQF' eaRS +L f�C' as9.ti" - - ..• ncsa_ sr�, scT7L au[ac +t�rma�ttr: a VRAM +act: t e+csa 9"tL rc urisst:. �araE� 'Gh as aenr eaa&. At s ss•e ra uoocv a5 szm' nts-, xrr .« sc. il'!£ ' CBFiYtm z"w. y67i3� b�ILs Y�7f�' RSGIII �Jl.-'Ta6 ARi �iCIf6 a c7ii+3 EfSti.: S�A�eiS �a�a- GTN; aK.st.P.aai-. o¢�a'is®S actt a_5 _-WF=I1L'f ar S2Bt« `ate rQe tt�c'sFu9 - t=s:- Dcg, `Mf srri LILT►� t' pxtnT: +05.;'t:ai9.H'E adFs itsu, am;, VZ*t F4'� trax=tz ��€ m:r t "_ � _ �.-�s-_:a-rs vu� i�zeisz ocs-s�v+�c �ueK s�x�rta. ssr ,su.rrrcw ;C:m'P it�I �_E?� -- t�_�=AC_ SETBACK 3 _ Ct P$� -1,2b 7-11'. Ctrs . fills Ls: _ 39`-i} TYPE.'�3"— ' J03: 23331 THIS DWG'. PREPARED FROM COMPUTER 'INPUT' (LCiAUS 8-DIMENSIONS) .-SUB1411 F 'BY -TRUSS :MFR. -,.-, TOP CHORD 2X4. •FIR-LARCH #i TC-X_ -LE}C 'L-B 0.29 6.41 32.4© '17.53 23 7 i - ,BOT CHORD 2Xd FIR-LARCH ft - _ WEBS 2X4 FA-L_ARCM STANOcP.D BC X-LOG L-R 0.29 8:x.27 15,737 23.73 - 'CONNECTOR PLATES 14UST BE INSTALLED IN .ACCORDANCE, WITH SINGLE CUT WEB #-TC: 1, 4 REOUIREMENTS,OF RESEARCH REPORT #2949,. N {U) BOTTOM'CHORD CHECKED FOR 10.PSE= LIVE 'LOAD : ALL PLATES ARE TC BE CENTEREQ.ON THE JOINT; LEFT TO-RIGHT AND _ ED WITH TOP TO BOTTOM, EXCEPT WHEN ;LOCATED BY CIRCLE flR_GIMENSI©N�. TOP -CHORD SMALL f3E LATERALtYf 8AACP.ROPERLY.CONNECTED 'm *, _ SEE DRAWING 130 FOR PLATE LOCATIONS ON TYPICAL JOINTS_ PURLINS SPACED ATA MAXIMUM'-OF 24 O-C. = m NOTE: 2X4 #3 HEM,-FIR ETR BETTER 'C 9NTINUOUSLATERAL BOTTOM•_ CONNECTOR PLATES OESIGNEO FOR GREEN LUMBER -PERNDS OI CHORD ;BRACING @ 72" MAX, Q.C:, REQUIRED_ ATTACH. WITH' TABLE g,.iB. 2-16d NAILS. BRACING IS NOT REGUIRED'IFA RIGID CEILING IS ATTACHED.DIRECTLY TD" BOTTOM "CHORD.,; BRACLNG MATERIAL - TO'SE SUPPLIED ANO ATTACHED AT BOTH ENDS TO A-SUITABLE SUPPORT BY'EREGTION CONTRACTOR- ONTRACTORNo t4 0-C04?8 Exp. t&30 d} Ciullr 41fo c OQ� - AX 3'X3`„ 1 X3 2X6 2X6 X1.00✓ 4.00 '� j - � -3 ' fit 2 ,.5X4 2.5X4 3?C4 - - 12-0-0 12-0-0 i N -C}-. OVER .2 SUPPORTS 8-838# .N- 3:50.• - R=7260 V- 3.50" PLT. TYP.-ALPINE SEtiN-� 32321 FURNISH A CnPY, OF THTs DESIGN TO E!�ECTION CONTRACTOR. REV 15'.,'0.9 SCALE = 0_'250J . .. -. - ALPINE ENDINEERED PRODUCTS. INC, **IMPORTANT** SHALL m_ RESPONSIBLE FDi ANY = - 'TR-GSU R'eWIre-.EXtro, E CARE WARNING IN= ROD- _ `DESIGN CRIT UBC 'AEF ; '.RAGS --_ b342 , HOT ,DEYUTIDN FF47! T►+EESE s CIFIEATIONs oR:ANT o<YfATION FROM rc VXCTIO ANo BRACIN .SM'DHi-78'• oIRA:IHS NDOD'TMfiSES -:. +IsPACING ,{{ TC LL 16. Q .'PIF DATE O5/1�2I89= O C= - - t= C= O O ;' C'3 [= THIS DESIGN DA ANY MUM TO BUILD THE. TPLW IN'LC!F0V44CE WITH TW CONTnQ MANpAL.• Br iP3_. AtJ�INE COrfECTORS COGERTARY ANO:ECDMe40ATIcw-+TP13 SEE THIS'Cr-4IGM FOR. {DDITIOFUL SPECIAL FEW p� n TC DL O :0 :PSF DRWG CAUSR427 89163014 - C= C= ., p., p [L�T APs:. MAIAIFACTUFED Fii011. ZO GAUGE GALVANIZED STEEL uKEss DiH WISE S3MW 1EETINC FEWVXKNiS OF A146 GRI,pc NENT" DRACING.EEWIT+EI wm. twESS 4T}ERrISE sa�+e+. tArEluu.Y - GA -. BC DL. -(U) P.5F CAE •`t._- d i ASTM - A; Ci+oao-sruLl ee sa = • - :� Q APPLY L'QN CtOfS 70 BOTH FACES AT EACH JQ.INr ANO 'LOCATE AS 'YITN PMPERLY ATTA--0 FLI:v D SNEATNIHS. - _ - �.5.:On TOT...LD. J" V 7 �}fA LEN_ -���V—� - T �+ -7ti7 SNOIH. BEARIi16.NIDTNS ARE a• NOMINAL UNLESS DTMERttiSE SID1N„. OESIfilf SiANOAG� L'NFW1 TtITl1,. 'APPLICABLE P�70VISIDNS OF 60TTDM ClSJiO YtTFr RIGID CEIIIgS OR.BRACLNS A.S SaECIFIEa .dr;-. LESf Qt DD t4T 'USE THIS - _. _PIF D�,!R.FA�i. «.��-_. . J,{ PTCi��:.-Ql 1 - O 0 0 -,C= a o o sNDS''ItQ YTPY.rTRl14Y GlA2E OESSS++;xITH F_*iE:iEtARDANT Ii3EATED LUMBER. ' FaR - �L�yy 'YPE _ TBN soEClrtunv+ _ .., _ _'COi4Ii�I.-- f/t3T21uiE ++GS - NA7fOh4l pEg ,Rao cosTaucnoH JM 27167 -TRIS DKG_ PREPA; EQ FROM COMPUTES 1I UT > LOADS & DIMENSSt! Bie1ITTE 'SY 'Tiil1SS. !!FA_ 17 H 2X6 '� P.—LARCH B i. EXL.EP i AS SHOWN _ TC �(-�.�CC t.—R fl _ Z9 6.739 !a-34 19 _ 53 , 25, $2 32 � 38 38.58 CHORD + 4X6 TIRR--LARCH t 3 FOP C BOA ,. rum fi1�'IYc' 3157ITt�1� : 'o one .• aal ruw a &$ jmrL 7CgnHe' Filo "vtle �GBnLCtIa! �