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HomeMy WebLinkAbout072-250-008'r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District te- (.Q Building Department No. V zrl? - J J J A.P. Number �a. a�O_ �Q��urisdiction: City County Property Owner a Property Location/Address Subdivision `Residential- Development Commercial/Industrial Building Department Lot No. .............................................................................................................. ` v //ii ) Sq. Footage m �t 11;71 A No of Living Mobile Home Addib N 'Supplemental to (Group R) Units Installation Conversion. Permit # '(No foundation inspection); ....................................................... ........................................................... . New Addition imoor rians reviewea oy acnooi uistnct rersonneq Sq. Footage Date District Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # Remarks: (Including Exterior Roofed Areas) 4S -9&G (Zip Code) �' U by payment of $9? J�AiB2926 $ FULL MITIGATION $ �� Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm '' 8 2 114 COR 5257 7; - 457,41 429.14 7,75.0 275 274.97 274, 9 83 9.07 30.00 4 m 1 /�2 36 3 1 O 0 25 b t6) 0 5.71 AC: O O n 33 `.. /3J39AC ip b Y1 . B 20 is m 6z AC. L3/AC e v e K�` h' 11.42AC o, v m � o 359.1J 1~, 528:06 �aollti' 6.06 Ar 5, 01 Ac X00/ n vr 2. 4 275.0 Z i. 9 i' 285.01 16 I S.tAC h Q �� I 2 4 f I 2 5.29AC I 3 ° 34 O1 on 40 r i : I i 35 o� l I 9.03AC wl I 7.4/ AC 5.21AC, MM O 21 9 40 2 c +� .m 2 I'M 932 wi 11 h a Co I 1 l 284.57 �ton�,y N1 � m �,�bi, too' � \ y � A I .3�. •F AO it ��`, �, RIS 54.3 5 74:Ac 6.47ae �m(m 23 P5,06 At. 1� 1to `^ Pm8j.16 P P;>, �3. 1 J2 LAKE `�•.�✓ �14dCodp `� , Sc�� �2 HU L \ a W YAND'O iTE ` 4 <l) Mop No. 72 bey of 80116, Ca/. CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal, or exceed these standards. Field inspections will be 'made -by the Butte County Building Department for " compliance. [� 1272.00 Maintenance,of Defensible Space. To ensure continued - maintenance of properties in conformance with these standards and measures and to assure continued avail ability; access and utilization of; the defensible space_ provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards YC' 1273.02 Surface. All driveway surface6 and structures (bridges, 1273.07 culverts and other,app�arte-iant structures which supple- ment the -roadway bed or shoulders) shall provide unob structed access to conventional drive vehicles, includ ing sedans and fire apparatus weighing_up to 40,000 pounds., 1273.03 Grade... Not, to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 1QO feet radius; 2 feet to those from 100-200 feet. [7 2; The length of ve_ ..i=:1 curves in roadways exclusive of>gutters, ditches and drainage structures, designed. to hold or divert water shall be not less.than 100 feet. 1273.,05 Turnarounds. if required, will have a minimum t•=ing 0 radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall. be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end:_ 1 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length.. Page 1 of 3 AP # PEW # NAME [ 1273.10Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a'turnout near the midpoint of the driveway, Where a driveway exceeds Boo feet, turnouts shall be provided no more than 400 feet apart. [ 127.3.10 Turnaround, A turnaround shall beprovided at all building sites on driveways over300feet in length and shall be within 50 feet of the building. 1273.11 Gates (] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�(7 2. The gates must be; located at least 30 feet from the roadway and shall open to allow _a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane p rovides entrance, a 50 foot turning radius shall be used. Fuel No57ification 1276.01 Setback for structure Defensible Space, [�] 1. All parcels 1 acre arid. larc,,cr shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property ,lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below, [j 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site .approved ;by the local jurisdiction, of flammable uels caused by site development and constructs n n road anddriveway construction and fuel modification shall be completed prior to completion of road construction ,r fi_ial inspection of a building permit. , ;Page 2. of 3 tirJ!s UHC', P(iCPApEU rC+Uit CUHhUMI 1*11r (LUAUS C UIHCirS1QNt,! SUCHITTCU 01 TFlUGS NF'Fl. Jot),(C6f711 ••H/,LV,-LH GUSTUiiCp ({tCli- UENHYI / 11 29' CGWN' REOIITTIFHENT T,OP CHDRD ?KA f�L N1 PLATES.MUST 0E 0457ALLEU IH ACCORDANCC WFTIi TFIQ CUNNECTDI7 PS .0F I.C.B,U. RESEARCH RF.POnT P294'0• DOT CHI'~i'1 `r_'X4 FL 01 rn m 'r1 b1 21;4 FL Standard �' (tlt 10 PSF DG LL GHEGItE[) PER IJ�C CtTtTERTA, n, o ru "" CONNECTOR PLATES DESIGNED FON GREE14 LUMBER PEN MOS -91 tABL - fv. IN Liu) OF RIOIO SIEATHING: to TOP 0101M TO BE BRACED BY PROPCRLY ATTACHED FURLMS 0 24.00"140: ru' to A RIGID CEILIW 01i 001,411DOUS LATi*ML BRACING AT 612.0011 O -C. MUST BE cn PROPERLY ATTACHED TO THC BOTTW GHURD. CD C).. m c,, 07 _ ca : �5x4 cm •!g r- '_"7 .. (} CD �. �,�,,. aka'-'3�'G � D 29-0-0 CD , OVER 22SUPPORTS R=10030 Wr,3°8 R=10034 W -m3'`$ t- ta SBR 56681 o A d F.. Rev 17 3s SCAI . D:9E175 PLT, TYP,— ALPINE d 5I N Rtt UP L irr rr,.vrtkarn r ratUGi, H+S IansSrG rcodlat rculrir Gur 'IE55J rr ( r j F 1fJ��O PGF REF. 8427--8241•? E c� 1..-t r -T r'4 t.lno I MpDRTANT!t'1V141., l+)i at oro dirt t ttn x,lt fJA(�NIh�G, ri++ of }lC i llnnLez elN ti``�'�¢0 ' VA 7 '1 � 1 Cr OL r , '''s10 "'W PSF DATE 10/19/95 �t ... Ct © .i [.:;1 L=1 litirail+li rrinit'IHrs ursitf at 1"rst %#.ntricf! fuls;. to lilt arnoot; s[k k sl N ,e {, . '.. c„br a is i` 'r.. a 'CO p [,w'y -. t� r.ItUE 1n Mlriln r1E u su lit 071r6rrillfirt rllll r�t11i1 tlr Iri tilt Mnl [1r.11r st'triti ttg4IrtHl rx+xk!Irt. i f ti Q ' T;, p �� 'lr r'"' ,. Q;r rP3F' DHIJ'. CAUSAd2T 9 92565 C7 L7 t—'S ftr ii[ ktHgCl yns drC' a.Gr'to tlax nll\', stkti lel'lln4 x55p 0111H Minis, U,IF.3i n1111w11$C'.'InnIL'..1111, Itn, . V- ` ,�. p, .; a: 04h (J1 n Sn.'tFl FS Hdlip .pati Ctibno Ent td 00 Irrr of C101l MIA rp. 1,11 'A t�?I.L4U r llll rYVtlt � r.- � el• ilf ,.'� r 1 r� r j e a J � c� its xrrulifPI iswito Iii rtil+t lHit nist,ri. lro^.than 'rr'ttlurruilswmw sl¢xnunr„ l4ailunuaal tV1u.dAl>lir A L� i71 0 4,.. F'SF CA-E1JG Idt7..%115, �. y IiIyPINE �a „ t i A tic, 0191 ,F 710T,LO, 31 P i I I1I Tnlll.gcrtnrr'ta d=lrHrs iia, iw 5 icek,r tow), wlw: m +ttII Tr,I,IKi hlfAtNTI, Ptnttl rl I Irld •• l;Fr {I tlillil11 IIItfIt16�T{IIII{IIli�ll �``-1 �1 �Tr� 4:'i 1130 101,14 Ilton Nxlvitiu+s to ur+ C OF n, tMiltlrrttt3 ,atria i3Urut;n: nruitC is/tr11r to its n 1.25' II�IIII I� !!dlfu hall ....l. {le` I Q0.i� �� TRUSS CJ SYit cH 1N15:anAninu wIL1tA /u ICE tY.lir1111kof rJOICild ,•LH: ulyftli.>,l xrrl Iccrinn i,au•Ii i rl�'1 ni 1Hi'• f ,.r i.Ili 41 \\l• l{Ufi.�AC :... 12: �� In ms., un salt esti la?!ratib smelt Yu tot,4111r, nrslGu in tic Huts rnrtri,ri.cuolb.c �tl/Fi F L14�1,F)AcFNG 2A.0-, ' Lu iy 't" 1 t�.a i� � i ...,Int •-truss nnl. u-lruuv;, -fu5 - watuu lmmr n[erto,'s1:eH IGu luau un rnun eRvr.Hex.l mn _.- d`_ . ._ "' ._. ' f Siding. M I Nall -6" Edges 12 Flel� qtr �. �� '. I �.. 11. • ,.{{. + CDF'FIRE. SAFE REQUIREMENTS Ap#, PERMIT TF Under authority of PRC 42901 the following checked items are required by the Butte County Fire Department and are maae a part of this permit. These requirements are minimums and will be superseded by Buttz County local regulations which equal or exceed these standards Field inspections wounty Building Department for ill be made by the Butte C compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability and utilization of the defensible space' provided for in these standards, annual maintenance/, must be provide for by the landowner. priveway Stan.xards ce. All .driveway surfaces and structures ;(bridges,. [M 1213:02 Sura �rtenant structures which supple 1273.07 culverts and other apP. roadway bed or shoulders) shall provide unob- ment the structed access to conventional drive vehicles, ito lu 00 ing sedans and fire apparatus weighing p pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved,, 1273.04 Driveway Radius No roadway shall have a horizontal inside radius of onal sur - curvature of Tess than 50 feet and additi face width of 4 feet shall be added to curves of 50- 100 feet radius, 2 feet to those from 100-200 feet. [ 2. The length of `vertical curves in roadways exclusive Iof gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100- feet. `I\] 1273,05 Tzrnarounds. if required, will have a minimum turning radius of :40 feet from the center of the road, 1273.05 - Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 12T0.10 Width. All driveways: shall provide a minimum 10 foot 1 traffic lane and unobstructed vertical clearance of 15 feet alongits entire length; Page 1 of 3, AP # PERMIT # - AME [] 1273.10 Turnouts,_ Driveways excoeding 150 feet in length, but less than8,00feet in length, shall provide a turnout near ;the midpoint of the 'driveway, Where a drivewa-,p exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�Q 1273.10 Turnaround, A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at leas 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic:oa that roadway, 3 Where a one-way road with a single traffic lane provides entrance, a 5;0 foot turning radius shall be. used. Fuel Modification, 1276.01 Setback for Structure Defensible Space. 1. All parcels l acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from u1;7 property 'lines and/or the center of the road. [ j 2. !For parcels less than 1 acre, 'local jurisdiction shall provide for the same practical. effect. See Other Requirements below, } 1276.0:? Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:al inspection of a ,building permit. Page 2 of 3 �1 ROOF SHEATHING 2x4 PLAT ;BARGE TIES -SEE PLAN 2:16& AT EA. EN ARGE TIE 11 f 2-I(d) t c -o GABLE ENDKNUORD' NOTCH TOP AT c BARGE TIES A35 AT 48' O.C. U:O.N. — SEE PLAN EN' R SEE PLAN ' EN FOR: CYN ESS AND NAILING Rev. 9- - 2-95 SJOCA L f SMEAR TRANSFER " 1 r� No 18693 Al �F�4Q . . a y CA � �......:;. '�i�►.,i}i�FJiF}wtT" }��t„i�}�}Pf� .� 75 r ' �•�' . S AM ,, a � l�1`Ack"} }A�:}» BE CLOJ,Ij OF LLI 1t � r+t OF z U f~'G, f'mw tq }_ C ela "G ROAD �k~ �AAll ��� q �1 AtiCD i it},}C+TGRES AO�C�U ��� f�n� IC r fdA4l. 2 IM �' wo • �;F! iC 1'�r t � yet t'')r �.'i'k�t'f � /1 �•-7.071Up 'Cc>V4I od dondi ib pacing T arca 9 y° Structure Vic! . U pick ''Pjers :Zic. Paadsa; ( �''' 450, each c os & ,Pads or 1.. J tiK Driveway til ' r 30 EDGE NAIL SHEARPLY TO KINGSTUDS, TYP,---' DOUBLE KINGSTUDS, U.O.N. ON PLANS STUD BOLTS—= CLR: TYPICAL HDA SEE PLAN INSTALLWASHER, 'TYP. y �lyf yr , ANCHOR BOLT < . r SEE DETAIL NOTEe DADDIOALIORMATIOFOR ITNTNF WHERE HOLDOWN IS ATTACHED TO DOUBLE KINGSTUDS, NAIL KIN65TUDS TOGETHER .WITH lid NAILS AT It' O.C. STAGGER EDGE NAILING TO BOTH KINGSTUDS, ReY, 8-28.95 F-300_A`4 HOLDOWN DETAIL SC: 11,11,,0 . r,•4 ` t` �"� a;t~"I°� a, 90 NEN. p:�'wx..F�Nk ,. '(].• � � sk{Air»w�`,4 , 0 ���, � pyypk.,�k,, {XR'!" � •� � °� i'� � K' �� Wad �'� - -. NOTE: REFER TO SPECIFICATIONS BY SIMPSON FOR ADDITIONAL INSTALLATION INSTRUCTIONS. KINGSTUG NAILING SHOWN ASSUMES MAXIMUM, TABLE VALUES AND 8' STUD WALLS. Rev. a-21-95 F_305_A ICDA TABU SC 1'=I' -o' S NA �f � NOTE: REFER TO SPECIFICATIONS BY SIMPSON FOR ADDITIONAL INSTALLATION INSTRUCTIONS. KINGSTUG NAILING SHOWN ASSUMES MAXIMUM, TABLE VALUES AND 8' STUD WALLS. Rev. a-21-95 F_305_A ICDA TABU SC 1'=I' -o' S NA � L1 ....1 O.. lALU N lye min HD2A 1-1/2' 5/8' 2-5/8_" SEE PLAN 16d AT 8' O.C. HD5A 2-1/IV 3/9' 2-3/4' SEE PLAN 16d AT e O,C. HDGA 2-1/1V 1/8' 2-1/8' SEE PLAN 16d AT 3,5' PIC, HDSA 2-1/16' 1/8" 3-1/8' SEE PLAN 16dAT 3' O.C. HDIOA 2-1/I9 1/8' 4-1/8' SEE PLAN 16d AT 2.5' O,C, HD20A 24/16' 1'' 4-1' SEE PLAN N/A HDI5 2-1/8' 1-1/4' 5=1" SEE PLAN N/A NOTE: REFER TO SPECIFICATIONS BY SIMPSON FOR ADDITIONAL INSTALLATION INSTRUCTIONS. KINGSTUG NAILING SHOWN ASSUMES MAXIMUM, TABLE VALUES AND 8' STUD WALLS. Rev. a-21-95 F_305_A ICDA TABU SC 1'=I' -o' S NA .rea• WAINO- 1 i lc 11fiG DHD. PRCPAnEO FROM COMPUTER INPUT (LOADS8 U111CN310FiS) SUBHITIEtl UY TnI1SS?lrn TGT CHORD 2x4 FL #T TOPCHOf1O TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" IOC.y' BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES MUST BE INSTALLED 114 ACCORDANCE WIM .THE w REQUIREMENTS OF I.C.B.D, RESEARCH REPORT #2949, m CONNEOTOR PLACES DESIGNED FOR GREEN LIkMBER PER NDS -91 TABLE SO PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC'CRITERIA. ru 7,3.3. *� REFER 1'.0 DRAWINGS A103 AMID A>04R FOR UI.ERHANG DETAILS,RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" OX, MUST' BE PRQPERLY ATTACHED. TO THE BOTTOM CHORD', uI_ 0 Ul. Lu I- 5X.1t I . SX4 T r.te 3X4 (A1)�Jl15N _r ,3X4(AI) }I) ,l �1 12-0 •..� ._� _j �►��� ( _��� : _ ._� 24' 1, �S'IFi ywIM340# W 5 OVER 2 SUPPORTR=8d8A W=3.°8 `may �m F PLIr. rY ht 106 orsjoN CRIT Unc_CA b 1'' 0 - F Rev 17.1e SCALE = 0,2500 NINIP ORTAW X X40 ilk II-;llal111n nnlxCrti nn 14 RNlNGI°1KR1R n1401nr trhln� unk 1 mull r.It nl IfVro;4leti CW 111, A III iLLWAIlta, entel1011 Alo 55/p TC LL 16,0 PSF REF 11491--G3012 I .,d y r e " 'l f TilMilo eunolm 010611 Oil 11411 lrw frtln9n lir f it raa01 N 1I,WIu lSnGel i IPI , SffE I�iWiiTw' M ♦�O H' Cyf TC . OL 10.0 PSF DATE : 09/.17/53 l"'.r d • r I C„Cl' C"1 T' 1 11 I,;IC [UI+•[I Utr, a1fi, IM1R of a1111�kIY 4!141, ktllrn 15fN 1111,1yw1415 VIl[3S Ylfl4r+ufsl 11-01:000. Iplr. ? _ M y , C. OL 5,0 PSF ORW CAU5 4, 93266520 J AI44 of n 11[11'1 k5 mliF6 Atli f allAu Id In Ilpl l Ifi'.6, 0lat0 v k( nl wifu ll Olutto Nil" molo' I 1 ,aLp IN L k%�1 YIN14<IIO IM141 119 OlIg., iM1fI111Yt llll: lil'$IKIl 4t1110 1(IIIAbT0 KJW606. tlifilttir,"Ol10W(.IqulV: r 10 041300 � D L _�I0 PSF CA -'ENG M.DY'7,. . 1 1 - c `0 WIN 004 rW 1v1A.uws 000 el4 A 1n4i r hirl0n 1uW� "N Mill rjoilmr dutnu nlclu celopu =, fAt * (�; Gb97 fOT. LD.� �1 1glIlOHN !171 x'1'1 ICaN11 h!<J+141Mri 41 Lifi t Ylll 14 CM1:11F1h"i if rp�p 101�u{41K (Iy1111 1111%411 YUN 1tgry �. * IIp. 1�I)I,II, T �US� ttl NI IIS lhh 4 l 011 I1 mr 1 ItG1 Yk"I if 10" or AMI% J} MR „-�, DIIR,F:AC, 1 + 25 � ���'�����);����I��II�I���� 1 7 114111; Il! 111• Idw'lultlll INi�INIfn IEf! 1 wl /r Y I U 1 t d 7 ["1 f [ 7 k T }lhl AYI 1'r(�>-L.1�.I��I I'll 7KC '1, 1, 111 girl kll �UtiiN1AC x111 �11 �t4 fil fin, inJSs'1�cW hNI 1ppP141N1. .%r� yn p 3 1 2' Il• > InV'ai 1 111 I,Mi11111 , 415 . ���'•� �` - O i V`� TCIf ICInnl, 004>OVP,01r I1UtIjr, f'. 1 SPA CINC ..24.0 MODEL N0., DIA. LENGTH MIN.. EMBEDMENT Ic SUM 5/8' Il' 0, SSTB26 • ' 12' MIN, STEMWALL 16' SS i B29 5/8' 25' 26` SSTB28 1/8' V REINFORCING SSTB34 1/8' 31, 28' SSTBU 1/8' 39 FOR 1/8' DIA, 551 B28 SEE PLAN FOR FULL TABLE OAD R :, a ; r APPROAHATELY 15 DEGREES PLACE DIAGONALFROM WALL IN CORNER I /4' MIN. /q' MIN.: APPLICATION IV MIN. - 8' MIN, FOR TYPICAL PLAN VIEW INSTALLATIONS 1/8' DIA. SSTB EMBEDMENT LIN. E �J MODEL N0., DIA. LENGTH MIN.. EMBEDMENT Ic SUM 5/8' Il' 0, SSTB26 5/8' 21' 16' SS i B29 5/8' 25' 26` SSTB28 1/8' V 21' SSTB34 1/8' 31, 28' SSTBU 1/8' 39 28' JOW (RUKE--KCH HATFIELD) / Ti THIS M. PREPARED FAUH CO11. MPUTEH INPUT (LOA.DS E 01MCNS,IOW SUEAITTEO SY TRUSS PFR,' oN TOP CHORD 2x4 FL 1F1& BETlEf; TOP CHORD TO BE GRACED BY PROPERLY ATTACHED PURLINS 02A.OQ" OC c S BOT CHORD 29:4 FL 01 r to 11 WEBS 2x.4 FL Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REGUIREi(ENTS OF Z.C.B. O. RESEARCH REPORT 02949,to CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS• -91 TABLE 30 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA; 7.3.3, A RIGIp CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" OX. Lo REFER TO DRAWINGS A`103 AND A1OAR FOR OVERHANG DETAILS, MUST BE PROPERLYATTACHED TO THE BOTTOM CHORD. w Oco m 03 i m �p dip . 07� • � 5a �oos I 1.13 1.5X{ f . o AxA tn21 _ w , - ✓S C -D• 3 � 1 i OVER 2 SUPPORTS R-1085# VI=3 B R-IOBG# W=3"8 E BUTTE, 3 1 R • 1tI F1r"P! 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