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Home My WebLink About041-430-013COMMUNITY OFFICIAL BFE CONFIRMATION A N a Tut P L 0 CL As for NFIP Community 0 (o 00 7 I certify that WS accepteO e' base T I o0 Elevation listea on the elevation certificate for the property located at 2833 CLARK RD OROVILLE. CA 95965 j�-o g_ A NEW r-toM� PkPM aq-( 4�3o-©t3 d0_©I Z This acceptable Base Floo Elevation as shown on the certificatenis FI�a L -EO 327.0 feet. S /��1� n N N1AY Community Official Signature �Zoo 1 Date Please .return to the Flood Processing Center at the fax number listed above. Flood Insurance Processing.Center LMH doc:AZONE cc: THERON WALKER WELLS FARGO BANK NA •� * ' ELEVATION CEFMFi f `iA1 C O.M B No. 3067-0077 REOERAL iAEMMNCY MANAGEMENT AGENCY Eit0ral by 31, 1999 - NATIONAL FLOOD INSURANCE PROGRAM ATTEN vati Ube n this eendicate dooe I prpMida a rtalhter « ineuntttles vide sic vatfon inbrtnattort M,:essary to aneuna o0mpliatrtce tMldt Pt dme hQukement. Thio form is used pNy to req the i q>a wwurQN Premier- rate. aetd/or to n n�athe�etnM ordnencee. to determine reQuiraf to respond to :his c :.t;,c•,�;t of ;nFor x a `v0d � oo MdulMnurfdAwm � Aevwion (LOA4A or l.OMR), You are not Ancn,wcdona fpr an9 We loved con be found on dN m �oC r � comer of ft torn,. i SECTION A PROPERTY WAD9i1 OWNISM NAME MR WOUPANCE Coo~ USE oro '4JCYNyI�pt STREP SSB i v Act. tit*. s.kv mor abase Nynt art RO: WKIM ANo Boll NUMBER 2g37S C�a2K. ar4�'� � MER CESCMPMN 1W tend NMI, Nume2,,..I,-1 MMV I L L. --- C UAM zr Coo& srrcTloN s Ft000Mdl3URANCE RATE MAP ((flf�f) N ORMATION 9 � l05 Provide VW %%WMg from the ;;Ioper FIRM (Sae Inshictions): t. Ca MMli+rrY Nli1BER �r�Et. NwrBER >k thuM L . b G�40 7 A+oatt : �°"� rear 2%. Q 7. IndiCaai the ebvation datum ;ysterr' used on the F1 fpr gars Mood 8. For ZoIes A or V, where no :*=� •; pra,idad on the ( 7� iNOVO 29 ❑Other (desCrhba on back) Ute oornenc#Ws BFE: Li„ . Tru.Lj feet NaVO (brother FlAM� n► hese aWehed a WE for this bulloiq site, indicate dabim.mea Sec tlon B. ftiM.7). �. SECTION C BWLMG ELEVATION INF+OR"TION - 1 • Using the EW,16on Pegram nturhbor irom Atte Cerdficatp :nyytLCliprhe, � describes the subject buildr :� ;-alerertpo found ori�Pages 5 and 8 that best 2(a. FIRi4 Zones A'-Azio, AE, AH. died A (with BFE). The to sal Mee rs6ersrtoe leveh Moor from Atte M" dl of LL�1�i: v feet N�'!0 h;:r outer FIRM #QMm Is at an elevation e Section B, Meeh (b). FIRII Z011e6 VI -V30. VE. -i':d'i !with SFE). The boteom of Aha Iowest horkontW Stuairo member Of the reference Ievet from Ute selected diagram. is at ::n aievation of LLL1_1J.0 feet NGV0 (or outer FIRM dattuht. "Section g, ttam (c), FIRM Zone A (without BF(:;. T "t now used as the ref Mace IaVei from Aha selected diagram it: U.J.�J Mat above ,�.) or betar ❑ (check one) tt+e 5ne.it frTaft to Mhe buNdng. (d). FlR1►I Zone AO. The floor uses as the reMrwm level from the selected dtagrW. iS UU.0 feet above ono) the highest grade adjacent ro the bu H no flood ❑ Or tlefow`D (check g OO t nwnber to zvailabie. is the btu1diV8 I K"%floor (reference k QkWded in accordan-.:3, nJ!i the communitys floodplem "Wkj&Q&1WM ordinonce? 0 Yes Q No 3. hldeate Uu elevation datum : $ter• used in t ❑ Unknown under Comments on P above eetareno0level elevedons: ❑ NGVo'2s Elotttar (describe _age 2; ntp M a're /f9vg l dattMR used h i equal* urWar Comments oE,'�age� c"wl Me 0WOW one to Nw dad U$0d an Me F1R show 1M�aconversion 4. Ige4kM reference marts used appears on FIRM: ❑ Yea ❑ No (See InatruCdons on paps 4) S. The rokrenoe level olotrakm s bas"d on: ❑ WNW 001110kW1100 ❑ ooraAmdon IQs [MOTE: Use of c orw""'on c'ra*vW is Of* MW it Nye buA ft does not yet haus aha rekrerVg feuef alcor in ptac�. >n rrhfcrr amft aerWlcalb wet only be �dlid for 610 berddlhn dtlrvig ft cocaae of Consarrxiom A WX be re 01*8d atm consrrvc�;--""cp 0n Cerarilczra S. The olo%s ion of the lowest gr: uie immediately adjscertt to the building is: t ! j 81 da k Alone 7r feeFl t NGVO (or other RAA datum see e. SECTION D COM U WTV MOORMATION t. M the ooineu my official respo-13101e !or ver!"o buftng MOdfos that the reference level indksttbd in Section C. Item t is not thu'lorraat floor as deli• -.w ,n the communlys fbodplain management Ondin MM. the eievagon.of the hAdiVs -lam Noce &ad~ by the ortfsha%e i3: •. 1 i 1 1 I.0 test NQVC (or otl+er FIRM decant-eee 8ectlon B, stem 2 f?ft of the start of oonstrucfie„ or subSs�hda4 imprOy,se� ' "i (-:< POM Farre 61-.31, MAR 97 %fRKEsattPRfVtOtR4fiD1I101�tS SM VET) SECTM E_CA110N army is to be =tneyw, t: sig• eC try a 4t+d Coma a kin 'niocma�, for Zones .A or ygtla who is a Awtftd by q� w IN* Mw oero6cuion la case of : sumOdZ9d by local law o+ 00� to A (with 81�,v1-M VF, and v to p j, ebvtQon owner s ►Opnsen:attye r�av �s;gam t,�OMa FEAM orOW* %odplmn p'nPMOY +rn► W sign o�an 44twe c ah9, o f a 8 • Diap�;i nq F,a>.,tuM*4 the ep O , rKduded ie Me certification ..-a qfmcmg °an0t"°�u' ana't� '"'qp opt . or unfk�ishM wmbls � y 10 ft wan .a'tme"ts below The +stew- section C, +tern 1, SW be ear a ;�� e(s) not S?'"'( Sec`�or�s 9 and C an :. my bw 1b htlbv w." d� ^aY ftP0*1 able A +&V or �tBatide. tMtdor fiJ U..� CO* Stworl iQOf_ TrrLE wm.�e MUMU i W AIRY seI4 ILA rCO.. t an a C'419059 Copses :should be ataeleHow of t-1-3 �rtiRertr for: 6 ownw. ............... ON st,a� A v DIES ZOwE•: e�eeaerr A I?w crug m above 7lustra'4 O%fw 70;rlb at wtfth the e1gV&Sioem shots be Elevors kr all A Zones st.;,ule be me moasur� Elevaax�s for �""� °! d+e top a the reference kr floe.. an v Zones srC uld �e me4sured at the bosom of OV low" lowest hortzoetgl struetu "'o„`• Pam, Ely/ 1"1/ Lbbb lt:.Jj14VAUIMAN & AbbUU1A 1 tZD rHut Uz "Iii 10 PI -A IN . ` E MN CeFMFiCAT(_ O.M.B. No, X67-0077 FEDERAL -C MER3MENCY MANAGEMENT AGENCY 5077+ July 31: t 999 NATION*.L FLOOD INSURANCE PROGRAM ATTEN nON; Use of this certdicete does not provide a Mtldwt d 1tAe Hood lneuraftee t� elevation Wtoormation rw,4,j tart' to anwn oomppartoe wlfh lop keble PeoiM trQul►MMIOnL TMf lDtRl is used only to pro- vide ro- requitai to ►espond tt insuranceo•his cr ►�ctw:�,°f t°Ler of Map n orOM1ro OML R)is not '1tatructions for cwttpist nn9 Mie fbnn 4 t b numb8ryN 1blf m ft �°r � mer of this form. 1-5ECT70N A BULDUMI OwNEIM NAME - - STREET 1D=F.S6 (Ne4+kb Am-„ l -R. s..dr _4W aeao• ►An+ben OTth -R CESC FTM (to ted aw- k Number fly) ROUTE AM BOX NUMBER P01n W4UPANCE COMPAW USE ►oucrww,ieett OOMftW NMC it iWR c" ILC - -- CA"E fficooE SECTION a FLOOD NOURANCE RATE WP 9 S las --� -- (� SiFORMATION Provide tis %flowing from tfhe ;;roper FIRM (Sae )netrtxdlpfts): h.CarruwtrMuh�q ?�f,@�NutABBA a stf�tc a taAee eP.aw mOtx s tarty aeNt: a R o0o tarEivArow a c�oa 7 5150 C 7. Indicafli the elevation datum ;ystam used on the FIRM for 8 ase Rood Els radon t3 8. For Zoies A or V, where nc '. provided FIRM, anQ (��X W� M []Other (dwrta oat back) +^�► has Sd a SFE for this bullding site, indleate the communitys BFE: i,., ;f feet NOVO (Or other FIRM detum•.400 See t n a. 1 SECTION C BUDDING ELEVATION INFORMATION I. Using the Elevation Certifica'e :nsmicdons, the diagram number from ffif� describes the 3Ubject buildir :I -,-alerenca Iave1 di f' and 0th -Pages 5 and.6 that best 2(a). FIFO Zones A -AX, AE, AH, :and A (with OFE). The too of the referenoe levN floor hem the refected COWam is at an elevation Ot LL IW. feet NC;' I[) i t other FIRM datum -sem Section 8, Item 7). (b). FIR14 Zones VI -V30, VE. V -d 'l !with OFF). The bottom of the bwest horizontal structural member of the reference level from the selected diagram, is at .:n elevation of l ! I I , I I .0 feet NGvo (or other FIRM datum -s" Section 9. Item 7). (C). FIRM Zone A (without BFE.;. Tlip floor used as the reference level from the selected diagram is W -L.1 fest above ❑ or belohv ❑ (check one) the `rghest grads adjacent to Hie bu8dtng. (d). FIRM zone AO. The floor usec as the raferonC9 level from the selected diagram is L1J . LJ feet above ❑ or below !' (check one) the highest grade adjacent o the budding. If no flood depth number Is available. is the building's lowest floor (referencia 1") elevated in accordan:: � vvif!i the comma ' s Q ❑ No fl00dplatfl management Ofdtrhweei Yee ❑ Unknown 3. indicate the elevation datum •:j Ater used in determining the above refeMnoe levelelev8dons: ❑ NGVO'29 ❑ Other (describe under Comments on Page z; 7vc?' E: h r1,e eifevetldt datum in rrtsaq fag die ejeveom Is &ryqMnt than that used on Me FlFM (see Section 8. Iter•, ,"I. ,hen C&wW dw efbvetfons to ftdatum stem USW the FIRat M and show at Conversion e4uatlar under Comments or .gage 2.} 4. Elevation reference marls used appears on FIRM: ❑ Yee ❑ NO (See InsWC&MS on Page 4) 5. The reference Ievel elevation s das,ad on: ❑ &Citta) OpnWzucdpn ❑ aorhstruction dnWft s (NOTEUse atcona"crion (!raw+n,,js is"veld It nw bwA tQ dies not yet have the m br+ence levet Iber in case this ae/dfACalo "' only bf+ "a"d for the place, In which dtuuhp My OOtnse Of oonsat�fton. A port-const►t�tion E/evatlfon Certitkata wt7lbereQtar9donoaconsnvc�1;1:- s templets.) B. The sknadon of the lowest gr. j,le immediately adjevent to the building is: t 13t2i1. Sectors j feet NGvO (or other FIRM datum -see fWn7)_ SECTION D COYYUNtTY INFORMATION I. It the canmunity official respo i.,ibie !or verHying building elevations speoiflss that the reference level fndlcated in Section C. Item t is not th,t lowest Hoon' as defi•,ec :n the oomnwnity's floodplain management ordinance, the elevaton of the building's'lowest floor as defined by the ordina-k-;,e 3.: LU . -I I I LJ feet NGVO (or COW FIRM datum -see Section 0, Item 7 2 08tH of Ills start of constauctie n or sub9ta IW 0, �f,- Vw.,V PIVA/A Forn 61-31, MAR 97 - ifRA aS ALL PREVIM 601 1CN5 SIM SECTM E CVMFMAMN This cinftadon is to W Sig, ee 5y a land s r, • + ft"afion when the elevation infom+aa0n for � Vnw or atCffta who is aulhortsed Comrr�rtity offs whc art. sumfomla �A30, �. AK A (with g by state or kcW taw b � eevebm tcation In flee •� V3C.V owner's case of Vines AO ar d t a 0��FEMA or M 400dptain mwaggMM iM b ►sprvsentative mai Sign the cerbhcat;on. ^ny issued BFE), a builft offk*. a May �0 sign the . W'opfarty owftQr, or an Ro**ry a levet dtagramS 6, :' ano 8. D�atinguishing F�asurea�t ft to emdos)re ane, location of sp,"Ctng equomant: crease well °p r � a ty to a►ctudid;n flee oeRificayon : -ter C,ornme t!elOw, o^9s. or t wait. �c�apfam number, Section C. item t�ro(�s).� T. Faaturo(s) not UMW stw ehatdon , n Secy 9 and C on !h>js os. Y hiss S-41rer►�ant rrraY be pv>lishagh IIyOMpneft my bestellbft 10 lillbl� w fp � aaRadle. or kp*MW;N vealar 18 U4 Codlo, Seca m fees CEATtetit:ea,� �E •..,�ME �; � . � COMpANI/ ►IAM cmv �3 RATE .-- =�Iw- '4 `�'5 3�:�L t6d 6�I)wm�munwjfit. OW3)budldbg owns' COME res: - r-- orr A � iONEg ZONE,. om o rte, dl CaAw Elsvatiuns for all V Zones srculd ao _ -- _- ..._ .-r W `IM FvMrence level floor. n� . ^_ +rod 0t the bonom of the lowest r$Wj2ontat sttucturat pm eer, % VE Panty 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BOOTS RESIDENCE Date..07/31/00 16:51:15 Project Address... .... Wood ******* ----- ---- ----- �© `1912 R-27 R-38 0.025 CHICO *v5.10* R-0 Documentation Author... GARY HAWKINS ******* Bui in Pe. t # R-0 Gary Hawkins Architect F2=0.510 7- � V Front 1370 Ridgewood Dr, Suite 10 Plan Check / Date 0.650 Chico, CA 95973 Window Front (S) 530-892-2700 0.600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 --------------------------------------------------------------------------- User -Gary Hawkins Architect Run -2300 SF PLAN GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories...:...... Floor Construction.Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC........ Average Ceiling Height..... Component Frame Type Type Wall Wood 2300 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Slab On Grade 17.8 % of floor area 0.58 Btu/hr-sf-F 0.65 9.8 ft BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments R-13 R-0 R-13 0.088 Door n/a R-0 R-n/a R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 S1abEdge n/a R-0 R-0 F2=0.760 S1abEdge n/a R-0 R-0 F2=0.510 FENESTRATION FRONT, ATTIC FRONTLEFT, FRONTRIGHT RIGHT, BACKLEFT BACKRIGHT, BACK, LEFT GARAGE FRONT, GARAGE FLAT CLG, VAULTED TO OUTSIDE TO OUTSIDE Over- Exter�,.harr Shad -------------- ----- DEPARA riv O'taa� Stan ar Yes Standard Yes Area. ------------ U= Interior Orientation (sf) Value SHGC Shading -------------------- Window Front (S) ----- 6.3 ------ 0.570 ------ 0.670 --------------- Standard Window Front (S) 20.0 0.600 0.650 Standard Window Front (S) 20.0 0.600 0.650 Standard Window Front (S) 25.0 0.600 0.650 Standard Window Front (S) 9.0 0.570 0.670 Standard Over- Exter�,.harr Shad -------------- ----- DEPARA riv O'taa� Stan ar Yes Standard Yes P r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R -------------------------------------------------------------------------=----- ------------------------------------------------------------------------------- Project Title.......... BOOTS RESIDENCE Date..07/31/00 16:51:15 =------------------------------------------------------------------------------ ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary -Hawkins Architect Run -2300 SF PLAN ------------------------------------------------------------------------------- FENESTRATION Over- Equipment Type ---------------- Gas .AirCond Minimum Efficiency ------------ 0.780 AFUE 10.00 SEER SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 2300 HVAC SYSTEMS Area U- Tested Duct ACCA Interior Exterior hang/ Orientation D Type (sf) Value SHGC Shading Shading Fins -------------------- Window Front (S) ----- 14.0 ------ 0.570 ------ 0.670 --------------- Standard -------------- Standard ----- None Window Front (S) 30.0 0.600 0.650 Standard Standard None Window Front (SW) 6.7 0.570 0.670 Standard Standard Yes Window Right. (SE) 6.7 0.570 0.670 Standard Standard Yes Window Right (E). 25.0 0.600 0.650 Standard Standard Yes Window Right (E) 14.0 0.570 0.670 Standard Standard None Window Right (E) 30.0 0.600 0.650 Standard Standard None Door Right (E) 40.0 0.550 0.650 Standard Standard Yes Window Right (E) 16.0 0.600 0.650 Standard Standard Yes Door Back (N) 40.0 0.550 0.650 Standard Standard Yes Window Back (N) 16.0 0.600 0.650 Standard Standard Yes Window Back (N) 16.0 0.600 0.650 Standard Standard Yes Window Back (N) 12.0 0.600 0.650 Standard Standard None Window Back (N) 3.6 0.570 0.670 Standard Standard None Window Back (N) 12.0 0.600 0.650 Standard Standard None Window Left (NW) 8.0 0.570 0.670 Standard Standard Yes Window Back (NE) 8.0 0:570 0.670 Standard Standard Yes Window Left (W) 16.0 0.600 0.650 Standard Standard Yes Skylight Horz 16.0 0.550 0.670 None None None Equipment Type ---------------- Gas .AirCond Minimum Efficiency ------------ 0.780 AFUE 10.00 SEER SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 2300 HVAC SYSTEMS ------------ Duct Duct Tested Duct ACCA Thermostat Location R -value Leakage Manual D Type ------------ Attic ---=--- R-4.2 --------- --------- No No ------- Setback Attic R-4.2 No No Setback AJ ITE CpIHVI r DEPRRTMER; nvVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- Project Title.......... BOOTS RESIDENCE Date..07/31/00 16:51:15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect_ Run -2300 SF PLAN ------------------------------------------------------------------------------- WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ --------- - - ------------------- -------------- ------ ---------- Storage Gas Standard 1 .62 40 R- n/a .. REMARKS OU ff E WWI -�i,�i� -moi-, •; - t 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title........... BOOTS RESIDENCE Date..07/31/00 16:51:15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM CF -1R .0ser#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN - ------------------------------------------------------------------------------ COMPLIANCE STATEMENT This certificate of compliance lists the building features.and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code 'of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Name.... Title... Agency.. Phone... Signed.. (date). DOCUMENTATION AUTHOR GARY HAWKINS Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 530-892-2700 (date) 01i1TE COtNVI r DEP,gypMEk; DESIGNER or OWNER Name.... GARY HAWKINS Name.... Company. GARY HAWKINS ARCHITECT Company. Address. 1370 RIDGEWOOD DR. STE 10 Address. CHICO, CA. 95973 Phone... (530) 892-2700 Phone... License. C- 8693 h Signed. r L h -f2,6 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date). DOCUMENTATION AUTHOR GARY HAWKINS Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 530-892-2700 (date) 01i1TE COtNVI r DEP,gypMEk; MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R -------------=----------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BOOTS RESIDENCE Date..07/12/00 15:35:07 Project Address........ ******* --------------------- Documentation Author Climate Zone............ Compliance Method...... CHICO GARY HAWKINS Gary Hawkins Architect 1370 Ridgewood Dr, Suite Chico, CA 95973 530-892-2700 11. . MICROPASS v5.10 for 1998 *v5.10* 10 Building Permit # Plan Check / Date Field Check/ Date Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM MF -1R .User#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*). may be superseded by.more stringent compliance.requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er / ment *150(a): Minimum R-19 ceiling .insulation..... - 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab..edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. - 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers.mandatory in Climate Zones 14 -and -16 only. AJ rrE 150(f): Special infiltration barrier installed to co h �� Sec. 151 meets Commission quality standards. DEP 4� 150(e): Installation of Fireplaces, Decorative Gas Appli- and Gas Logs Rolm[) 1. Masonry and factory -built fireplaces have: MANDATORY--MEASURES-CHECKLIST:-RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BOOTS ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- RESIDENCE Date..07/12/00 15:35:07 MICROPASS v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -.2300 SF PLAN a. Closeable metal.or glass door b. Outside air .intake with damper and control c. Flue damper and control -b�- 2. No continuous burning gas pilots allowed: SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC -equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance — with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect V hot water tank. _ *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 -UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned.space. Openings shall be sealed with mastic,. tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec..'150(m). 2. Exhaust fan'systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. _ 114: Pool aril Spa Heating Systems and Equipment 1. System is certified.with 78% thermal efficiency, on f switch, weatherproof operating instructions, no elW' i'_ �r resistance heating and no pilot light. 2. S stem is installed with: A P RT ay At least 36 inches of pipe between filter and "+ for future solar heating. D 11 MANDATORY.MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- Project Title ........... BOOTS RESIDENCE Date..07/12/00 15:35:07 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN ------------------------------------------------------------------------------- b. Cover.for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps -with -an efficacy -of -.40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible ✓ lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation.cover) approved. cow, APPFJO Ven a f COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BOOTS RESIDENCE Date..07/31/00 16:51:15 Project Address........ ******* --------------------- CHICO *v5.10* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ----------- --------------------------------------------------------- MICROPASS v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 18.73 ---------- 19.48 ---------- - -0.75 = = Space Cooling........... 13.17 13.04 0.13 = = Water Heating.......... 11.97 10.18 1.79 = = Total 43.87 42.70 1.17 = _ *** Building complies -----------------=----------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION --------------------- Conditioned Floor Area..... 2300 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) .Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type........... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average, Glazing SHGC....:.. Average Ceiling Height..... Slab On Grade 1 22521 cf 2300 sf 17.8 % of floor area 0.58 Btu/hr-sf-F 0.65 9.8 ,ft DIEPA-1PRO3 V/ ,, COMPUTER METHOD SUMMARY. Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BOOTS RESIDENCE Date..07/31/00 16:51:15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Door 4 Wall 5 Wall 6 Wall 7 Wall 8 wall 9 Wall 10 Wall 11 Wall 12 Wall 13 Door 14 Roof 15 Roof Surface ------------ HOUSE 16.S1abEdge- 17 SlabEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft.) Factor R-val Gains..Location/Comments --------------------- ----- ---------------------- 205 0..760 R-0 No TO OUTSIDE 34 0.510 R-0 No TO OUTSIDE Orientation ---------------------- HOUSE 1 Window. Front (S) 2 Window Front (S) 3 Window Front (S) 4 Window Front (S) FENESTRATION SURFACES --------------------- Area U- Act (sf) Value SHGC Azm Tilt ----- ----- ----- --- ---- 6.3 0.570 BUILDING ZONE INFORMATION 90 Floor 0.600 7-777-.77-77777----7=---- # of 180 90 20.0 Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) ----- (cf) ------- Units ----- itioned ------- Type (ft) ----------- ----- (sf) Credit -------- --------- 2300 22521 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- --------------- Insul Act. Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm Tilt --- ---- Gains ----- Reference ------------ Comments ---------------- 384 0.088 13 180 90 Yes.-W.13.2X4.16 FRONT 76 0.088 13 180 90 No. W.13.2X4.16 ATTIC 20 0.330 0 180 90 Yes None FRONT 11 0.088 13 225 90 Yes W.13.2X4.16 FRONTLEFT 11 0.088 13 135 90 Yes W.13.2X4.16 FRONTRIGHT 483 0.088 13 90 90 Yes W.13.2X4.16 RIGHT 22 0.088 13 315 90 Yes W.13.2X4.16 BACKLEFT ..22 0.088 13 45 90 Yes W.13.2X4.16 BACKRIGHT 459 0.088 13 0 90 Yes W.13.2X4.16 BACK 12 0.088 13 0 90 No W.13.2X4.16 ATTIC 232 0.088 13 270 90 Yes W.13.2X4.16 LEFT 288 0.088 13 270 90 No W.13.2X4.16 GARAGE 18 0.330 0 270 90 No None GARAGE 1174 0.025 38 n/a 0 Yes R.38.2X4.24 FLAT CLG 1110 0.025 38 180 13 Yes R.38.2X4.24 VAULTED Surface ------------ HOUSE 16.S1abEdge- 17 SlabEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft.) Factor R-val Gains..Location/Comments --------------------- ----- ---------------------- 205 0..760 R-0 No TO OUTSIDE 34 0.510 R-0 No TO OUTSIDE Orientation ---------------------- HOUSE 1 Window. Front (S) 2 Window Front (S) 3 Window Front (S) 4 Window Front (S) FENESTRATION SURFACES --------------------- Area U- Act (sf) Value SHGC Azm Tilt ----- ----- ----- --- ---- 6.3 0.570 0.670 180 90 20.0 0.600 0.650 180 90 20.0 0.600 0.650 180 90 25.0 0.600 0.650 180 90 Exterior Shade Interior Shade Type/SHGC Type/SHGC SSci�/0:7�6 Standard/0.68 r Standard%710'7=6 �S3tYaiidaard/0.68 Star d/ 7 andard/0.68 Standard 0.76SS -anard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title........... BOOTS RESIDENCE Date..07/31/00 16:51:15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN ------------------------------------------------------------------------------- FENESTRATION SURFACES --------------------- Area . U- Act Orientation (sf) Value SHGC Azm 5 Window Front (S) 9.0 0.570 0.670 180 6 Window Front (S) 14.0 0.570 0.670 180 7 Window Front (S) 30.0 0.600 0.650 180 8 Window Front (SW) 6.7 0.570 0.670 225 9 Window Right (SE) 6.7 0.570 0.670 135 10 Window - Right (E) 25.0 0.600 0.650 90 11 Window Right (E) 14.0 0.570 0.670 90 12 Window Right (E) 30.0 0.600 0.650 90 13 Door Right (E) 40.0 0.550 0.650 90 14 Window Right (E) 16.0 0.600 0.650 90 15 Door Back. (N). 40.0. 0.550 0.650 0 16 Window Back .(N) 16.0 0.600 0.650 0 17 Window Back (N) 16.0 0.600 0.650 0 18 Window Back (N) 12.0 0.600 0.650 0 19 Window Back (N) 3.6 0.570 0.670 0 20 Window Back (N) 12.0 0.600 0.650 0 21 Window. Left (NW) 8.0 0.570 0.670 315 22 Window Back (NE) 8.0 0.570 0.670 45 23 Window Left (W) 16.0 0.600 0.650 270 24 Skylight Horz 16.0 0.550 0.670 180 Exterior Shade Tilt Type/SHGC ---- -------------- 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0..76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 0 None/1 OVERHANGS AND SIDE FINS Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 None/1 ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ( sf ) Wdth Hgth . Dpth. Hght Ext Ext Ext Dpth Hght ----------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- HOUSE 3 Window 20.0 n/a 5 8 �-.5 n/a n/a 4 Window 25.0 n/a 5 6 -.5 n/a n/a 5 Window 9.0 n/a 6 8 .5 n/a n/a 8 Window 6.7 n/a 5 10 -.5 n/a n/a 9 Window- 6.7 n/a 5 10 -.5 n/a n/a 10 Window 25.0 n/a 5 2 0 n/a n/a 13 Door 40.0 n/a 6.67 35 3.5 n/a n/a 14 Window 16.0-n/a .4 2 0 n/a..-n/a 15 Door 40.0 n/a 6.67 10 1 n/a n/a 16 Window 16.0 n/a 4 8 0 n/a n/a 17 Window 16.0 n/a 4 10 0 n/a n/a 21 Window 8.0 n/a 4 13 0 n/a n/a 22 Window 8.0 n/a 4 13 0 n/a n/a 23 Window 16.0 n/a 4 2 0 n/a n/a Ext Dpth Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a /a n/a n/a n/a n/a %ray ' nfhg; n/a n/a n_ /a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R ------------ Project Title.......... BOOTS RESIDENCE Date..07/31/00 16:51:15 -------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN ------------------------------------------------------------------------------- SLAB SURFACES REMARKS j, ,Ep VE ED, Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 2300 HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff ---------------- HOUSE -------------------------- ---------------- ----- ---- ------- Gas 0.780 AFUE Attic R-4.2 No No 0.737 AirCond 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ 1 Storage ----------- ------------------- ------ Gas. Standard 1 -------- .62 ------ 40 ---------- R- n/a REMARKS j, ,Ep VE ED, HVAC SIZING Page 1 HVAC Project Title.......... BOOTS RESIDENCE Date..07/31/00 16:51:15 Project -Address .........******* --------------------- CHICO *v5.10* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate zone ............. 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 x5.10 File-BOOT2300 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN ------------------------------------------------------------------=------------ GENERAL INFORMATION ------------------- Floor Area ................. 2300 sf Volume. .................... 22521 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F "Summer Inside Design....... 78 F Summer Rahge............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Latent Load ...................... n/a 7561 ----------- ----------- Minimum Total Load 46791 45366 Note: The loads shown are only one of the crit ffeck 9@6WM. selection of HVAC equipment. Other relevant design ,u.0 h. as air flow requirements, . outside air, outdoor design to ature�/�h-co�.� ,sizing, availability of equipment, oversizing safety '' must also be -- considered.. It. is the HVAC.designer's responsibillit � c� cider all Heating Cooling Description (Btuh) (Btuh) -----------=--------------------- Opaque Conduction and Solar...... ----------- 18019 ----------- 6370 Glazing Conduction ............... 10277 5736 Glazing Solar .................... n/a 15482 Infiltration ..........:.......... 14241 4680 Internal Gain .................... n/a 2100 Ducts ............................ 4254 3437 Sensible Load .................... 46791 37805 Latent Load ...................... n/a 7561 ----------- ----------- Minimum Total Load 46791 45366 Note: The loads shown are only one of the crit ffeck 9@6WM. selection of HVAC equipment. Other relevant design ,u.0 h. as air flow requirements, . outside air, outdoor design to ature�/�h-co�.� ,sizing, availability of equipment, oversizing safety '' must also be -- considered.. It. is the HVAC.designer's responsibillit � c� cider all HVAC SIZING Page 2 HVAC ----------------=-------------------------------------------------------------- ------------------------------------------------------------------------------- Project Ti.tle............ BOOTS RESIDENCE Date..07/31/00 16:51:15 -------------------------------------------------------------------=----------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BOOT2300 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0666 User -Gary Hawkins Architect Run -2300 SF PLAN ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. Ajq,E Co A'i�¢;e LONGFELLOW' LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX .(530) 893-0140 Customer: 89 Loren Avenue Chico, CA 95928-7434 TS Address: ,833 6 —A -,k, 9b AP#: Job No: INC. Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber ProdiuctsTn P.O. Box 20455 P,f° Portland, OR 97220 (503) 254-0204 APKIOVED LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. Cl Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -tor -end orientation are correct. R1 BOOTS RESIDENCE almimimimimil O I,FIELD FRAME S83 r to I cl .90 INI■I19 DORMER TRUSSES=G1 GE Ai CTE li i"-; l'LCUNG DEPAPTMEN.:. APPROVED W O i GE S83 r to I cl .90 INI■I19 DORMER TRUSSES=G1 GE Ai CTE li i"-; l'LCUNG DEPAPTMEN.:. APPROVED W O I;AU•LE [III) TIE IAII S IRLTIIGUACK (NAIL 10 LEIIf1ER 12' O.C. 1 IBRACEO Al 55' O.C.) �- . LEDGER (HAIL 10 VERTICAL V/2-I0d HAILS ) THIS DUG. PREPARED fllUll CUHI'111111 INPUT (LOADS 6 DIHINSIONS) SIIIH1111111 at IRUSS HIR A: 1 K 1 SPACING FOR 113 = 56.0' 0. C. REFER. III SM'SIAI CATALOG C-9411-1 FOR PRIAXICI AIIA(IIIIEHI SPECIFICAIIGU IATIACII A35 ill FI OIREC1101 IPI) ISI> (N) (G) O (S) T LE (flI 6.O.0 MAX r-ja ELI •I Q (SII\ (H) 2X4 F.L. OR II.F. 12 OR GIP :IP.01•IGOACK BRACE IPI) PEAK PLATE 10 MATCH CBIMIJ TRUSSES. (SI ) SPLICE PLATE 10 MATCH C(I*M TRUSSES (HEI IEEL PLATE 10 HATCH Cog -01 TRUSSES. (0) OPTI01 10 WEB FLATIHGI USE (31 -2 - WIRE STAPLES (0.072 DIA./15 GA.) IMIAIIED IIIRU CIIORD I1110 WEB 6 11631 WEB INTO CIIURO Oil ONE FACE FUR A ]DEAL (IF 6 STAPLES. (PI I. ISI ) L MI RUST BE PLAIEO. (G) GAOLE END DESI01 BASED all 75HP11 WI110 LOAD, EXPUSIIRE '0' AT 0-25 FT. HEA11 IEIOII. , GRACED Af 55' O.C. (C1 1X4 (MIT11119HIS LATERAL OPACNIG FOR GRACE (SIRDHGOACK) MEMBER I.OMGER THAN 721. ATTACH AT HIOPUIHI Cr EACII GRACE . 7/2-Od CCOMMIRI NAILS. 24' MAX im IX)IE;.CHOPOS TO DE 2X4 FIR-LARCII 12 Hill. HDIEI THIS DETAIL HAY BE USED FOR TRUSSES '!1111 PITCHED O.C. ALSO, PLATE HAX. WEB LENGTH IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 ONLOOKER CRITERIA PLT TYP. Wave 1131 95r�R 5-11-0 II -10-0 15,0 PSF Design Criteria: TPI -95 STD O I.J 0 QMRI90•• tNUfflf N(OUII( EARTH[ CAN( I1 FAOMICAIION, HANOI,M6, INfIAII IMO 0.0 11 7-9-0 15-6-0 AMO MII[A 10 MI9•fl (NANOLIND IMSIM ING ANO BRACING), fUBLISS(O NY 111 (INUSS ►lAl[ I.{D'OIOFIO DA. 7-9-0 15-6-0 SS 7-9-0 SVII( 100• HAOISON, YI {)111)• FOR SAF(IY ►AACIIC(S ►RIOA 10 OININOI[S( FUNCIIONf. (----�F YNl(SfOIN(AVISI IMOICAIID. 101 CHORD SHALL NAI[ ►A01(ALY AIIACH(D YCIUTAI IAI(LS. 44110H CHORD SNAIL NAI[ A fROI(ILY AIIACNID A1010 .oDYCIS• CI(lIAO.FORIAMf •• FYNNISM A CO►Y OF INIf 0[f10M 10 IN( INSIALIAIIOM CONIAACIOR. Al►IM( [NOIM[(NIOA INC. SNAIL 901 I( SISIONSIIL( FOA '� LPIN L ANYOf"A110M FRO" INIS O(SIGN; ANY FAILURE IO 10 IR( 1191515 11 COAFORHANCI YIIN 1►II OR FARIICAIINO. C4 HANDLING, fill►/IMO. INf IALLAIION OR IIACINO 01 IR0f5[S,CIFICAIINIf 0[5104 COAFOIHS YIIN A1►l ICAM PROVISIONS r�R i , OF NOS (MAIIONAI 095104 M AND #Atli IAS 1101(0`0 COAAItIOAS1AN[ OR IMAD( SOFOl00A IA5IN01 HA{51A0431�OAIf. C C , ` V C -/1J2 51911. 91CIPI APPLY COIM(C10AS 10 /ACM FAC( Of INYff. AND UNLESS —I rl f'-71 1..1 '� OIN[AM1:[ IOCAiEO ON HIS OCS104• ►OfIII09 CONI(C10AS ►II OIAYIMGS 110, 110 AMD ICO A•F, AN (101NE(R'f SIAL OI IRIS DRAWING AF/TIES ONLY 10 IME 0($10M 01 IMI 4YSS 01►IC110 MIA( AND SHALL S01 11 A11I10 UFOM 11 ANY 010(A WAY. 12' 11111 24' MAX 3.5' IIAX. 1'IP. 1 ICH a 24' O.C. 1.5' MAX, 2X4 F.L. LIHOER GRADES IIAX. L -N TII WITICAIT BRACING (11) HAX. LEFIGIII V/ SIRIVICAACK BRACE 1 S ) STANDARD 5-11-0 II -10-0 15,0 PSF celll� A OC OL PSF OC LL 0.0 11 7-9-0 15-6-0 11 L BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 IFISS/pyo TC LL 30,0 PSF W. TC DL 15,0 PSF celll� A OC OL PSF OC LL 0.0 PSF * TOT.L.D. 50,0 PSF I AL1110��r C�' A OUR .FAC. 1 .15 SPACING REF 11992 HATE 03/19/90 )RW C0112 SION - 25450 FROM PITC CLB WEB BRACE .SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.. FOR MINIMUM ALTERNATIVE DRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X8 1 'ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEERS SEALED DESIGN. (t) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. A2NE T -BRACING OR L -BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH I6d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE OR L -BRACE I SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH 'ACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, V1. 53719) FOR SAFETY TO PERFORMING THESE FUNCTIONS. UNLESS OTlIERVISE INDICATED, TOP CHM _LY ATTACIIED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROP i. ■ IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATII I ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITA TPII OR FABR NG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS V IONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAt ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTI Y AN Z. Y T -BRACE L -BRACE Q�OFESS/O,y IS DRAWING REPLACES DRAWING 579,640 INSTALLINGvv TPI ((SUSS vv Q.� ' y� LL PSF REF CLB SUBST. DATE 06/25/99 !ACTHAVEr SHALL DL PSF ATACNED RIGID INTRACTOR. W CC NO.0 5 r+ DL PSF DRWG BRCLBSUB0699 FROM TRIS -ENG MLH KAR TAPP,LICABLE LL PSF DREST AND 0 GALV. STEELT.LD. J' PSF I,�lf C1V1� .fISELnCATED ON INGINDICATES OQ`�\P OF DUR.FAC. COMPONENT BUILDING CAL�F n r r SPACING Detail for (nbr•1cnLl(n of boltum chord filler Lo be used Lo produce a flat buLLom chord of variable lenyth. Refer Lo appropt-Inte tleslyn for Ittrriber, plates, ;told other datn ttoL shown here. IA) 1X4 conllnurnls Interni brncllly ( 61-U" U.C. (ntnx.). ALLnch w1LII 2-IIQ nails. Furnlsh copy of Lids th-awlnq Lo erection conlrnetor Ito he will know of lhlti regolrement. !. IIEV. / SM / 1/9/92 (DIIAWING NUMUEII) (2) REV. 1/21/93 UII (VEIIFICAL) . . (3) REV. 7/7/93 1-M (MAX. FILLER UDEN PANEL) PLATE TYPE ALPIIIE FURNISII A COPY OF TI fig DESIGN TO ERECTION CONFRACTOR nEotnnE IMP011TANT: ALPMEEIIn11QilE11t111`IIVU11Ct5.MC, WIIIEME�CA11EEIINIIANOLUIO.VIECTIONAND SIMM 1101 UE rtwoNSIUIE FVIIANY UIiV1AIIn"InOM THESE UOACINO. SEE "DWF•16" IEUTACINO WOOD SPECIE ICA IIONS On ANY DEVIA 11011 FIIOM 11115 I1t 31ntl OIl A11Y InUS9ES: COMMENIANY AND IIECOLIMEII- �� FAllllnr to UIntD lilt INUSS IN C0NFOr1A1Md:E will, 111E DATIONS— •IPILSEE/1lISUES10I1FnItAUDI. "OUAIIIY CONI11ot MANUAL"IIY IPI. AIPINF CVNNECIOIIS AIIE 11411At SPECIAL. PEIIMANENI DIIACINO L PA111IIAC111II10 MUM 20 OAUOE IIAIVAURfU SIEFI UIILESS FlEOtAl1EMENIS.tl11LESS011lElimSESIIDWII• to 1 0111111W'SE SIIOwN- 111EEt1N0 I1EOI1111EMENIS OF ASIM A446 TOP CNOno SIIALL OE LAIEIIALLY DIIACED 0nAUEA.APPLYC0111JECIOliS10110111FACESAIEACIIJODN 1MIIIPnOPE11LYATTACIIEDPLYWOOOSIIEA• ANO LOCATE AS SIIOWN. DEAn010 WIDIIIS ANE 4' NOMINAL 11NNO, nottom CIIOno mm mom CEIUNO TR USS UIILESS OIIIEnYVISE SIl0wN DESION SIANVANDS CONFOIIM On n11ACIN0 AS SPECIFIF.o ON DESIGN. 00 a WITNAPPLICAMEP110V151ONSOF •Nu-110ANU IPI.830nPCI.110.. NOT VSE TIDS DESIGN Wltll.Fn1E nEIAnDANF 1 nEAt ED LUMOEIL IPI . I nuns P(A l E IUS I II tJI j: NDS - NA I IONAL DE SIGN SI•ECIFICA tIVN FUII WUUN coTis t11UC t10N. SPACING 24.011 U.C. I TYPE! DETAIL, DESIGN CRIT. UUC REF: 5736 R427 TC LL: PSF 7/19/88 ��ESSIO _-_ -DAIE: H TC DL: _ PSF �YY9;CD1O6 ^ DL: S.0 PSF Q: FM _ —,i,' rw ib• I.. 630 rOT. LD: 1'c PSF J2LA N: VAIIIES DUII. FAC: % PITCH: VARIES SPACING 24.011 U.C. I TYPE! DETAIL, (BOOT0721-GARY BOOTS - A1) TnD run— n. �r - L. $1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4'm THIS DWG PREPARED FROM COMPUTER INPUT 11 AAnc A DTUCucTnue. as rir n. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.OD LIVE AND L/180.00 TOTAL LOAD. "HI -0-D-� / 4-9-15 +9-0-0 LL -2 - 0 - 0—� � rTE V Le .f do 7-8- 7-8- 0 111 R-619 M-3.5" 15-4-0 Over 2 Support MNG DEPARTMO R-609 W-3.5' APPMVELD IVP TOT.OS►o _ TD TRUSSES R[ODINE EXTR1ME CAME 18 FABRICATION C HANDLlING in : IP ,STALL 19' CA - 1 - - R - I O _ O BRACING.INQ,T INSTALLING BRACING. REFER TO 401.31 (MAMOIINi 1119T 14 AIp BRACING), PUBLISHED BY TPI INST7IBTE. SBS D'O10FR10 DR., SMITE 100, NADISOH, NI 57713), FOR SAFETY PlACT10ESOttI0�AT0 - ►[:FORMING THESE FUNCTIONS. RACTICES TA` S�►p�, - ` �`k TC L L 1 6.0 P S F -Scale —.375"/Ft. REF R427--64601 O N ONLISS OTNEBYI SE INDI4TE0. T0► CI. SRASA ETYE AYTACBTOAL NATE A PROPERLY ATTACYto B1GI0 CEILING. . ZMPORUCrBAI PANELS, BOTTOM CHORD THIS • PRODUCTS. FOHNISY A COPY OF TN13 DE5161 TO TM[ INSIALIAT ION CONTRACTOR. ALP pE EYO ►1000CTt, INC.LSCSMALL NOT TC D L 1 O . 0 P SF DATE 07/24/00 -� N ALPINE TME[MEO BE RESPONSIBLE ►OB AMI DEVIATION FROM THIS DESIGN; ANY FAILURE. TD BUILD THE TRUSSES 1R CONFORNANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACT" OF TRUSSES. THIS DESIGN COMFORMS WITH APPLICABLE .D A f� � B C D L - 7 •0 PSF DRW CAUSR427 00206016 .-7 PROVISIONS OF RDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE CEACH OINECTORS ARE MADE OF LORA AETH A6S3 GRAD GALT. r B C LL - 0.0 PSF CA -ENG AEB / C W C JUP �� W A95828, BBCi�OdOL CA 9S�e 01 TRUSS STEEL, EXCEPT AS NOTIO. APPLY cc gI[CTORS TO CIAIIAGSEISO A•1-ATNEMC DSEAI ON THILISS IS IOWINGSE TINDICATESas SACCEPTABCE 01 PROFEDESIGN, POSITION SSIONALREMGIFEENIIG COMPORENTRESPONSIBILITY FOR ANYSOLELY ►ARTICULARTHE 0U1lDTN6 COMPONENT BESPOStIBII [TT oP TBE THE SUITABILITESAN USEPor TMIS ANSIFTPI I. $ SECTION J. * * - TOT . L D . O UR , FAC SPACING 3-3.0 P SF . 1 . 2 5 24.0H _ S E 0 N - 43077 -` FROM S S (BOOT -0721 -GARY BOOTS .. B11. TOP CHORD 2x4 DF -L #1 BOT CHORD 2)(4 DF -L #1 co WEBS 2x4 OF -L Standard r�i PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a co co N N O r� Er-+ v 0 0 0 a w cza W2X4 a C-3 w z W4X40 THIS DWG PREPARED FROM COMPUTER INPUT r(nenc A nTuruc.nuc. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE 'PURLINS:- V TO BRACE TC 0 24.00" OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. z �-2 - 0 - w (` 6-4- 6-4- I 12-8-0 Over 2 Support R-406 W-3.5" Q., C-1. "; PLT THP. Wave TPI - I O C=D - C=3 0 N N ALPINE CA 95826 R-542 W-3.5" BRACING.- REFER TO 0 B-91 (HANOl46'NSTALL AS, AND BAACIAG)tlAN HANDLING. SNIPPING. IY -INSTALL LNG AHD INSTITUTE. $YS D'ONOFAEO DN., $SITE ZDO. MADISON. NI 55719), FOt SAfETV PtACTICES(TRUPRIOR SS A 0 PENFOARINO THEM FOACTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL NAYS PROPERLY ATTACHED STRUCTURAL PANELS. NOTTOR CROAD SHALL HAFE A PROPEALT ATTACNED tIGNO CE R to'. IMPORTANT'- FDA ISM A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IAC. SNAIL NOT BE RESPONSIBLE FON Ally DEVIATION FROM THIS DESIGN; MY FAILURE TO NUILO THE TIOSSrs IN CONFORMANCE NITA TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND NYACING OF TRUSSES. THIS DESIGN CDIFONRS KITH APPLICABLE PADTISIONs Of NDS (NATIONAL DESIGN SPECIfICATIDI PIILISHED NY THE AMERICAN FOREST AID PAPER ASSOCIATION) AID TF1. ALPINE CONNECTORS ARE MADE OF IDG ASIR A655 6840 GALT. STEEL. EXCEPT AS NOTED. APTLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEA ONATINOS 160 A•1. THE SEAL BR THIS ORATING INDICATES ACCEPTANCE OF PROFESSIONAL 'NOINEEAING RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SNOYI. THE SUITABILITY ARD ISI OF THIS CBRPOIERT PARTICULAR IS THE RESPONSIBILITY Of TRE BUILDING DESIGNER. PE4lfTl 199AAY AtsI SECTION 2. +9-0-0 - j�I 4-0-10 to fTE CvD'l Y � %,Al-111-/-IK/- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' _Scale—.375•/Ft. REF R427--64602 DATE 07/24/00 ORW CAUSR427 00206017 CA -ENG AEB/CWC SEAN - 43081 FROM SS (BOOT0721-GARY BOATS..: C11 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 co WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7,3.3. SI W4x4$ THIS 6WG PREPARED FROM COMPUTER INPUT (LOADS A nlMFN CTnmc% cii— rTrn IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC, CI +9-0-0 7-7-13 w 1 -0x -0 -Dal � L*2-0-0�1 � q f -12-6-012-6-0--� L� I 25-0-0 Over 2 SupportsG' DEPAS R-937 W-3.5" R-937 W -3.5"f--% mm 1p:: n - PLT TYP. Mave TPI- 0 O O d _N ALPINE ft°'' .t..L�rt°°m°.ns bL ••YANNIMG•• 7BOS111 11 REOEIRL EXTREME CARE IB fAWMICA"04. HANDL Diesig.GCriteria: s ; ; .c 1 a : TPUST STD 1 9 IP INSTALL196 ARD. NRACIAG. REFER ib RIA•fl (NAYOIIA6 IASTALL[NO ARD BRACING). CA - 1 - - R - Scale - ° - 25 F t , PUBLISHED T►1. PESTITUTE, SAS O'OROFAIO ON „ SUITE X00, IIADISOR, YI 55719), ►oN SAFET} ►NACi10EfYSS IR10NAT0 PEAfORMING THESE fBACT IOEf. UNLESS OTREIYISE INDICATED, TOP CHORD SNAIL STRUCTURAL Es TC L L 16.0 PSF REF R427--64603 HAVE PROPERLY ATTACHED OS I /MELS, BOTTOM CHORD SMALL EATS A ►ROPENLY ATTACHED RIGID CEILING. A [RESPONY Of TO THE {� TIC OL 10.0 P S F DATE 07/24/00 PRODOCiSA INC. SIIALliNOT BSH SIBLE FOR RAY DEVIATIONLFROMRTHISTDESIGN; OR ALPINE FAILURETOENGINEERED IAILD THE TRUSSES I1 COEFORNANCE WITH TPI; OA FABRICATING, NAIDLIBG, BRACING A 8C DL- 7.0 PSF DRW CAU$R427 00206018 SHIPPING, INSTALLING MD 0► TRUSSES. TA7G DESIGN CONFORMS NITM APPLICABLE PROVISIONS OF NDS (NATIONAL TLL DESIGN SPECIFICATION ►ONIIlNED ET TRE AMERICAN ►ORIST ARD PAPER ASSOCIATIOA) AND TPF. ALPINE CONN[CTORS ARE MADE OF FOGA ASTM ARSB S B C t L - 0.0 PSF CA -ENG AE B /CWC SR40 6Alt. STE[l, EXCEPT AS tDTEO. AP y ��,pp .RAVIEAq YrAAS It[ pEbr TRUST. Aro ONIEfR nTRERMICO LUATID OR TEIi (1iiiGA, PosillOR CONf1��TOE�B�GRORS i0 EPTAT OE SIAL 04 ICOWRIMT NNEERING 7f 'R T TO 1 .LD. 3.3,0 PSF SEUN - 43085 ISIOtSINIIITY SOLELYFOBTHE TRUSS BESIGETSHOIOI,ES C SUITABILITY AND USEONCE OF PROFESSIONAL fTHIS COM►OIEAT FOR ANY PARTICULAR IMOIAA IS THE RESPONSIB1l D UR .FAC 1.25 FROM S S ARSi/T►1 1.1995 SECTION I. ITY Or TOE BUILDING DESIGNER, PER . SPACING 24.0• 007'0721 -GARY BOOT$ - C2 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS Zx4 DF -L Standard ,rte, PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1 10 PSF BC LIVE LOAD PER UBC. CV CV C= UC-> =_ A O TY. C1. A W Qi w w z W2X4— c7 .-2.- w THIS DWG PREPARED FROM COMPUTER INPUT TLDAec R nr,c'.crnuc. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 1 TO BRACE TC @ 24.00' OC, BC @ 72.00, OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE, W4X4- 7 w z . W1 -5X4 IB 5-0 _ 10-9'`I 13-3-8 Over 2 Supportr------�� R-448 W-3.5' R-429 W-3.5' M "' PLT TY). Wave TPI -95 R Desi lin Criteria: TPI STD -•YARNIRi•• TRNCSES AEOOIRE ItTt(ME CAR[ BRACING. REFER TO FABRICATION. HANDLING. Stl1►PING, INSTALLING AND ( HI9•91 (HANDLING [A INSTALLING AND BRACING), NE PUBIJSD BY TPI (TRUSS PLAT[ ElFOlNIiG THESE FN O INSTITUTE, SRS D'ONNOCTFAIO DR., SUITS E00, MADISON, VI 53719), F0t SAFETT PRACTICES PRIOR TO O PIONS. UNLESS OTHEAYISEINDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED O STRUCTUAAL PANELS. BOTTOM CHORD SHALL HAVE A F C111 IMPOgiAIIT•• FWN[Stl A RO►EAIY ATTACNEO AIi10 C[Il1li. COPY OF THIS DESIGN TO TU INSTALLATION CONTRACTOR, ALPINE EFAILURE NTo PRODUCTS, 1/C. SMALL 10i OE RESPONSIBLE FOR ANY DEVIATION FROM THIS UEflu; ANT BUILD THE TRRSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND N A L P I N E SPACING AT ONUfSCS. THIS DESIGN CONFORMS PITY APPLICABLE FAOYISIOIS OF NOS (NATIONAL OESIaN CONNECTORSAREPAADE Of tOGATHE ASTMNA093 6440 OAL STEEIER[I[CPTIASINOTED. AID TAPPLY CORRECTORS TO EACH FACE OF TAIL AND UNLESS OTRERYISE LOCATED ON THIS DESIGN. POSITION COlNFCTORS PER etiillEDP a ORAYINOS 160 A•1. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE O/ PAOi[SSIONAL (Y6IR[fRltl6 ` $OQ'w`(,/1`•9 COIVOAENT/FORYAO►LAu[ICYLN BO1l0llTHE ?ROSS G [fOTM[i015169 $soul. THE RESPONSIBILITY OF THE BOI l01R0IDES16NEtsEPER To ArfI�TPI 1.1995 SECTION 1. W1.5X4 M 7-2-4 9-0-0 LAI-11/-/-/R/- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0,0 PSF TOT.LD. 33.0 PSF DUR.FAC, 1.25 SPACING 24.0' 7-7-13 C2. DEPNAT, I r i7Z" REF R427--64604 DATE 07/24/00 DR W CAUSR427 00206019 CA -ENG AEB/CWC SEAN - 43209 FROM SS (BOOTD721-GARY ROOTS - D1) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard 'Q18 -PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I m 0 z W1 -5X4 4-2-1 H 1 Ao W2. -F a w A W a W W W W4X4im THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A nT*MFNcine Cl cuourrtr . IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: -u TO BRACE TC @ 24,00. OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. z 17-8-1 w 8-0-3 I_ 17-10-5 9 0-4 'T` 16-10-4 � I -25-10-8 Over 3 Support R-553 W-2' R-927 W-3.5' w "' PLT TYP- Wave TPI -95 R Desi n Criteria: TPI STD 19 Ahm O HARMING•• TRUSSES RE001EE EITNEME CARE IN FABRICATION, &ABDLING, SHIPPING. INS7AL LtRC YO I INSTITUT RIFER TO gt•N1 EMANDIIR& INSTALLING AND BMACING), LING. BY T/1 (TRUSS PLATE o INSTITUTE. Sq D'ONDfNIO pR.. SOI T( t00, MADISON, HI S771B), FON SAIE7Y PRACTICES PRIOR i0 O PERFONMINT. TANS[ FUNCTIONS. UNLESS OTMERNISE INDICATED, TOP CHORD SMALL RAVE PROPERLY ATTACHED N C=3 SIEUCTUNAI PANELS. BOTTOM CHORD SMALL RAVI A PROPERLY ATTACRED RIGID CE (LING. CV •IMPORTANT`• BOTTOM A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOl ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BOO b' B01 LO THE TRUSSES IB CONFORMANCE MITI T►I; ON FABRICATING, HANDLING, Sl IRO, INSTALLING AND I N A L P I NE 0' LO OF TRUSSES. THIS DESIGN CONFORHS WITH A►PLiUNIt PROVISIONS OJ NOS (NATIONAL DESIGN SPECIFICATION POBlISN10 If THE AMERICAN FOMESI AND PAPER ASSOCfATIOM) AND TPI. ALPINE LA COSNECTORS ARE MAOI Of TOGA ASTM A6S3 GRAD &ALV.STEEL, Etc[►T AS tlOTED. APTLY CONN[CiORS Tp EACY FAC! 0► TRUSSANO NALESS OTHERWISE LOCATED ON THIS DESIGN, POSITfON CORRECTORS PEE �___,� D.�,w,,._ ORAWIN&S 160 A$. TIE SEAL ON THIS DIAH)N& INDICATES ACCEPTANCE OF PRO►ESSIOAAL EN_GtMEERING -•9`�''I' COMPONENTANYAROLELYTICAlTFDA HE6TRUSS CCOmpo EFF DESIGN OMN[s �IITY Of THE BOI TABILIWIND DESI6RER USE or PER THIS 0. G 9582$ COMPONE 1•lf9b SFCTIOI 2.Td 11.2-0.01 R-340 W-3.5' - TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 7.0 PSF SC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale-.258/Ft. REF R427--64605 DATE 07/24/00 DR W CAUSR427 00206020 CA -ENG AEB/CNC SEAN - 43090 FROM SS (BO(ST0721-GARY B007S - D2 18). ITOP CHORD 2x4 OF -L #1 ccD90T CHORD 2x4 DF -L #1 ZZZ WEBS 2x4 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. 9 n-. IADDITIONAL LOADS STC - From 94 PLF at 4.00 to cc�C - 234 LB Conc. Load at 4.00 CV N O Z 94 PLF at 10.86 W5X68 W1.5X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b OINENSIONSI SIIAMTT72I1 RV TDIICC UUD (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00. OC. BC @ 72.00" OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC, W2. 141.5X4 O H v ca 0 x c.. w W3X8(81) va W3X. rx w W1.5X4 In -27-0-a 1 d 16-1-11 17-10-5 14-2-0 2.11-12 16-10-4 R-1510 N-3.5' -34-0-0 Over 3 Support CXD- o... M PLT TYP. Wave TPI - O O O_ d- .a ALPINE SBaG 95871 W2.5X4(A1) aw 10-9-5 9-7-10 9-0-0 8-0-0 2 °-° OTE Z �I ®EPAit Y EN R-1606 N-3.5' R-119 W-3.5' it ria: TO '•YARNING•• I CA - 1 - - R TRUSSES REQUIRE EITI[M[ CLUE IN fAla[CATION. aANDLIMOC 5 I/Ilt �sluuaB AID 9AACIAG. NE►EA To Mla-91 (NANDLTIIG lNSTAll1NG ABU IRKING), PUBIISNEO 11 TIT (YOU ss PLATE INSiGT9TE, SBS D'OROFAIO DR., SUITE 200, E - Scale —.1875"/F TC ILL 16.0 PSF REF R427--64614 MADISON, Y( S3T1!). ►OR SAff TT PRACTICES x0101 TO PEAFORMIR% THESE FADCTIORS. UNLESS OTHERWISE INDICATED. TOP CHOU Sakti. DATE ►ROFEALY ATTACHED fTRUCTURAL PANELS, BUTTON CAOND SMALL HAVE A PROPERLY ATTACHED RIGID CE TL UG. '-IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO TN[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. Ilt. SMALL NOT Of RESPONSIBLE FOR ANY n0 TC D L 10.0 PSF DATE 07/24/00 DEVIATION ROM THIS DESIGN: ANY FAILURE TO BUILD ToTONSIN CONFOLWANCE WiTN TPI; OR FABRICATING. BC DL 7.0 PSF DRW CAUSR427 00206029 HANDLING, SHIPPING, INSTALLING AND BRACINS Of TROSSES. TATS DESIGN CONFUM WITH APPLICABLE PAOVISIORS OF ROS (NATIONAL RESIGN AERICAN PAPER PTTIATON) .SSTEEL. SOF VNr BC LL 0.0 PSF CA -ENG AE B / CNC 20GATASTHMAGS GRAHE ri. ALPINE CONNECTORIIANE MADE D CALVST ANDTAPPLY CONNECTORS TO EICEPASINOTED. EACH FACE D► TAUSL AND UNLESS OTHERWISE LOCATED 01 This OESTON, POSITION CONNECTORS TOT L D 33.0 PSF S E O N - 43145 PER ORAWINGS LEO A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AES►ONftBII VT/ SOLEA FOR THE TRUSS COMMENT DESIGN SNOWY. THE SUITABILITY ARD USE OF TRIS CWONENT FOR ANY ►ARTICOLAN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ►ER "$I/TPI 1.196% SECTION 2. . . D LIR .FAC . 1.25 FROM SS SPACING 24.00 (BOOT0721-GARY BOOTS - 03 Tl1D runnn .. cwti ur-L f1 BOT CHORD 2x4 DF -L #1 WEBS 2X4 DF -L _Standard -"-PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. lADDITIONAL LOADS TC - From 94 PLF at 4.00 to Cx:) TC - 234 LB Cone. Load at 4,00 94 PLF at 10.86 0 z W2.5X4 ,0 7 r W1.5X4� H v s= A 0 x Ca. W4X6 (B4) Nor W3Xl4 e A w x w w z W5X6 0 W1 -5X4 N 2 -4 - 1 2915X6 W7X8m W1.5X4 W THIS DUG PREPARED FROM COMPUTER INPUT ffAAnr A nTUCUC.nII. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X441r H3X6 —1 7 W5X4(R) O W5X4a 3 A— W2X4 10 W2.5X4(A1) L_ .zw0 27-10- �! 2.0- 16-1-1 17-10-5 � Q 14-2-0 2.11 lz 16-10-4 —34-0-0 Over 3 Support R-1551 W-3.5• R-1601 W-3.5• P., R-83 W-3, 5' cr L" PLT TYP. Wave TPI -95 R m •-YARNING•• TRUUES REONIRE EYTRCNE CAR! IR FARRICATIODe RAIIDLUO Criteria:In S ►tMe SAITP IAS ONACING. REFER TO 410.191 (MAMDLING INSTALLING AIMD BNACIXG). PUBLISHED IP TIM G IMSTI7OT[, 503 D'ONOf110 OR.. SOUR 200. MADISON, YI 63719), FOR SAFETY PRACTICESOPRIORATo C� PERFORMING 7NESE FUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED O STRUCTURAL PANELS. BOTTOM CHORD SMAII HAVE A PROPERLY ATTACHED RIGID CEILING. N IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTBACTOR. ALPIN[ EN6IVIFRCO PIODU[Ti, INC. SNAIL 007 RE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE OUIlO THE TRUSSES 1N CONFORMANCE WITH TPL- OB FABRICATING. HANDLING. SNIPPING, ENSTALLING AND N BUCIC OF PM N19SSES. SPECIFICATION TRIS DESIGN CONF64AS NITN APPLICABLE PROVISIONS OF 101 (NATIONAL DES161 CO19MECTURS ARE MADE E3IRO IT THE AMERICAN FOREST AND PAPER ASSOCIATION) Alto TPI. At►INE .-3 Of ZOGA ASTM ASS3 G440 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACV FACE OF TRUSS, An MBLESS OTHERWISE LOCATED OM THIS DESIGN, POf (TION COYIECTOMS PER DRAYIB6S l60 A.Z. THE FEAR 01 THIS ORAYIBB IN ACCEPTANCE OF PROFISSIORAL ENCIREENINC ftimOC.,-E,J,EMbne� ?r0.&� j= RESPONSIBILITY SOLELY FOB THE TRUSS CORPONEMT DESIGN S40YM. THE SMITABILITV AND USE 0► THIS I -•-l+..y CA 9S$i$ COMPONENT FOR ANY PARTICULAR BUILDING IS TOE RESPONSIBILITY OF THE I ILOE46 DESIGNER. Via ABfI/TPI I.1HS SECTION 1. 10-9-5 8-0-0 t" ftjl--MG i. _ -AI -/1/-/-1KI- TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale—.18750/Fi REF R427--64606 DATE 07/24/00 DRW CAUSR427 00206026 CA -ENG AE8/CWC SEAN - 43141 FROM SS • (BOOT0721 GARY BQQTS - D4' TOP CHORD 2x4 DF -L #1 BOT CHORD 2X4 OF -L #1 cn WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0-:110 PSF BC LIVE LOAD PER UBC 0D N N O F� V 0 0-6-6 W4X4 (I Fa w Fra w w x W5X6m THIS DWG PREPARED FROM COMPUTER INPUT flnAnc A 11TM011C M Y•. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. -- IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00-. OC, BC @ 72.00. OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cS z w � 25-6-1 �,, 15- 0-3 • INJ A't-P WZ.5X4 (A1) so 25-8-8 - 0-� 8-0-0 I 33-8-8 Over 3 Support R-827 R-1152 W-3.5- 9! PLT TYP, Wave TPI -95 R Desi n Criteria: TPI '•MANNING•• 11lUSSES RECUIRE It RIRE-CARE 11 FANNICATION, HANDL INH, SNIP►IIG, IBSTAI LING AND ,RACING. REFER TO 111,•,1 (KA IDLING INSTALLING AND BRACING), PUNI PUBLISHED 0T TPI O IMSTITATE, SBS D'ONOFRIO OR., SUITE 100. NA0(SON, VI $3719). FOR SAFETT PRACTICESO111M To O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPIALT ATTACHED O STRUCTURAL PANELS, BOTTOM CHORD SMALL HI A PROPERLY ATTACHED AIGIO CEILIRC. N —IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTR, INC. SHALL NOT NE RESPONSIBLE FOR MF OEI CATION FROM IVIS OES EON; ANF fEILW[ TO d' UACI TNL TRUSSES IH CONfOANABCE WITH 7P1; OA FAORICATIRG, MASKING. SHIPPING, INSTALLING AND N ALPINE BSPECIFICATION HAe ING of TRUSSES. THIS DESIGN CONFORMS WITU APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN .-a EACH FACE SF TRUSS. Of0Or TOE 10GA ASTM AMERICAN SS3 SR40 GALT. STEEL. INCEPTIASINOTEDD. TPI. YALPINE CONNECT04S TO .� EACH SAGE OF TRUSS, AND UNLESS OTHERWISE LOCATE ON THIS OESIU, POSITION CONNECTORS PEA .�{�- ORAWINOS 160 A.Z. INE SEAL ON THIN CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL EIGIREERING _T�� F.apbwvd 1R0. RESPONSIBILITY SOLELY FOR TWE TROSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF blf ` R (`p 9 ' COIVONERT fOH ANY !ARTICULAR BUILDING li TME RE SPOIf[BILITT OF THE SUITABIL TY AND US !EB AHf(MI i•IP,S SECTION 1. R-358 W-3.5- 10-9-5 9-0-0 -0-0 bq W-1wig M_jjL=Q DEPARTMEN 1.7E - 1 r- ` H 1- a "SCfld -;7187-5u/Ft. TC LL 16.0 PSF _REF R427--64607 TC OL 10,0 PSF DATE 07/24/00 BC DL 7.0 PSF DRW CAUSR427 00206021 8C LL 0.0 PSF CA-ENG-AEB/CWC TOT.LD. 33,0 PSF SEQN - 43099 DUR,FAC. 1.25 FROM SS SPACING 24.0" 1 -GARY BOOTS - D5 ITOP CHORD 2x4 DF -L #IABet. :T2 2x4 DF -L #1: 0 30T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard rn .--,SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a (ADDITIONAL LOADS PER TRUSS FABRICATOR TC - From 94 PLF at '3.95 to 94 PLF at 10.88 zrTC - 234 LB Conc. Load at 4.00 o TRUSS SUPPORTS 240# MECH UNIT: UNIT CENTERED AT 15-6-1; SUPPORTED BY TC: UNIT WIDTH 2-0-0: SUPPORTED BY 3 TRUSSES. H • v A ' O tx rz. ra w rx w w z W4X6 z w ' w z 16-1-11 ,I 9-8-13 I 25-10-8.Over 2 Supports R-1561 W-3.5" `31 PLT TYP. Wave TPI -95 R Design Criteria: TPI S' I "NAM IMG-• TRUSSES NEOUTRE EXTREME CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND C=:) BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TF1 (TRUSS PLATE C=> INSTITUTE. SB3 O'ONOFRIO DA.. SUITE 200• MADISON. N1 S3119). FOR SAFETY PRACTICES PRIOR TO � FERf0tMING TME SE FUNCTIONS. UN/E Si OTMEtNI SE INDICATED, TOP CHORD SHALL HAVE /tOPLRIT ATTACKED nT STRUCTURAL ►ANEIf. BOTTOM CHORD SHALL RAVE A PR DP ENL► ATTACHEO RIGID CEILING. `"IMPORTANT•- FURNISH A COPY OF THIS DESIGN TO TUE INSTALLATIOB CONTRACTOR. ALPINE ENGINEERED Q1 - PRODUCTS. INC. SHALL 107 Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMY FAILURE 10 BDILD THE TRUSSES IN CONFORMANC[ NITM TPI; OR FABRICATING. HANDLING. SRIPPING, 1MSTAllig6 AND !z: ALPINE BRAC IN OF TRUSSES. THIS DESIGN CONFORMS WITH AIPLICABL[ PROYESIONS OF N01 (lATl ORAL DESIGR) C-3 SPECIE (CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE C-3 CONNECTORS ARE MADE OF FOGA ASTM A653 GRAD GALI. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OM THIS DE516H. POSITION CONticTOgf PER �I,,;� �^,,;,,� D:"111 S 160 A•1. TUE SEAL 01 THIS DRAWING 1001CATCS ACCEPTANCE OF PROFESSIONAL ENGINEERING �M Fnvi + . ...-.,. R[$PONSISIIITY SOLELY FOR TN[ TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITT AND USE OF THIS 9aaN>�10, CA 9SB2A COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DISt6NEX. PER ANSI/TPI 1.1995 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC,._,BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4a 5X4 !I wing _ W3X4(R) 0 R-1193 W-2" 1 4-1-3 9-0-0 Scale—.25'/Ft. REF R427--32176 DATE 09/19/00 DR W CAUSR427 00263003 CA -ENG TSB/GWH SEAN - 46086 FROM SS VA -/-Lf -/L/-/ - TC LL 16.0 PSF D W. TC DL BC DL 10.0 7.0 PSF PSF BC LL — 0.0 PSF 19 2000 * TOT.LD. 33.0-PSF MIf�'' DUR.FAC. 1.25 SPACING 24.0° Scale—.25'/Ft. REF R427--32176 DATE 09/19/00 DR W CAUSR427 00263003 CA -ENG TSB/GWH SEAN - 46086 FROM SS :(BOOT0721-GARY BOOTS - D6) lur UMORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard o PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Tom: Co co N N O z A - 1 - - R - CA/-/l/-/-/R/- E E W1.5X4 c H U PSF TC OL 0 4-0-0 x I 7.0 PSF A C-3 a ' C-3 K-3 W2.� T_ W4X4 a THIS DWG PREPARED FRDM CAMDurco lu°uT DADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. a, 9-8-3 7-8- .__f 17-4-8 Over 2 Support R-573 W-3.5• co PLT TYP. Wave TPI - ALPINE AlpinD 1:aptlDtred 9aaNmeD RDS CA 95dZB� Lee 5X4 A* W1.5X4 a R-573 W-2' NRACING. REFER TO HIB•93 ---ii --W ING INSTALLING AND BRACIMO)n'N PUBLISHED BY TPI INSTALLING ADO INSTITUTE. Sp D*OMDFRIO OA.. SUITE 200• MADI60N, YI S3TI9). FOR SUITT PRACTICES (TRUPRIOR SS A70 ►"FORMING THESE FUNCTIONS. UNLESS OTHERWISE JADICATED. TOP '3"'NO-MD SMALL MATE PROVENLY ATTACHED STRUCTURAL PANELS. BOTTOM CBOMD SMALL NAVE A PROPERIt ATTACMEO RIGID CEILING. "IMPORTANT•- FURNiSM A COPY OF THIS DESIGN TO TBE INfiAC ATI ON CONTRACTOR. AI PI ME EHGIMI(RED PRODUCTS- INC. SMALL NOT 0f AESPONSINLE FOR ANY DEYIAT ION /ROM TM IS DESIGN; As FAIlId1E TO NUILO THE TRUSSES IN CONFORMANCE WITH iPll OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND SPECIFIffG DI SPECIFICATIONPUBLISHSSES.ED THIS DESIGN CONFOAMS WITN APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN tON/(CTDASIAll PMADE SOF tORATHE ASTM AG$3AMERICAN U40FOREST BALY.S EELPAP`RESCEPTIASINOTED. IPI. APPLY CONNECTORS To EACH FACE OF TRUSS. AND UNLESS OTHEANISE LOCATED OR THIS DESIGN, VOSlTIOtl COYN[CTONf PER OtAWIYGf 360 P I. TYE SEK ON THIS DLANINS INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RLSPONSIBILITY SOLELY FOR TWE TRUSS COMPONENT DESIGN SHOWN: THE SU(TAORITY AND ISE OF iNIS COIIPONFIT FOR AHT PARTICULAR BUILDING IS THE RESPOYSIOILITV OF THE BUILDING DESIGNER, PER ANSI/TV1 l•iNRi SECTION t. 5-2-0 9-0-0 9-7-13 �-�cewl �. DEPW - fit ^pPROD V ED 19 A - 1 - - R - CA/-/l/-/-/R/- E E TC LL 16.0 PSF TC OL 10.0 PSF A BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.25'/Ft. REF R427--64609 DATE 07/24/00 DRW CAOSR427 00206022 CA -ENG AEB/CWC SEQN - 43104 FROM SS ONT0721-GARY BOOTS - D7 SGE ITOP CHORD 2x4 DF -L 1<16Bet. ca BOT CHORD 2x4 DF -L #13Bet. WEBS 2x4 DF -L Standard :W5, W6, W8 2x4 OF -L 1`1: Co 'PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Cao TRUSS DESIGNED FOR 24- MAX. OUTLOOKERS. N GABLE FACE MATERIAL: 10 PSF MAX. (STUCCO). 0 (K) 2X4 DF -L 112 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 49 24-oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W4X4(R) BI 7 W3X510, A (K) . WS c 3-10-0 a La W5X4- w 3 r W4X4 w c� z w 1 CZ -3 17-10- CX_ L— 8-0-3 C1. m Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95%R Design -Criteria., TPI(S •-NARNIMG— TRUSSES REOUTAI EXTREME CAR( Itl fAARICAT ION, MAWlIN6, SHIPPIK, INSTALLING AND C� RACING. REFER TO HIN•PI (HANDLING INSTALLS 6 AND RACING), PUBLISNIO RT TPI (TRUSS PLATE C� 70STITUTE, SM D-ONOFRIO OA.. SUITE t00. MAD1300. NI 53719), FOR SAFETY PRACTICES P910A TO C=� PERFORMING THESE FUNCTIONS. NNL953 OTRERNISI INDICATED. Ta CHORD SHALL HAVE PROPE Cti STRUCTURAL PANELS, 0077010 CHORD SMALL HAVE A PROPERLY ATTACHED RIGIO CEILING. ALT ATTACKED �• 1100 1 0UCTS,1N C. SNAIL ISH MCIAALCOPY RESPONSIBLEOFOR60ANY TIE DEVIATIONINSTALLATION THISTDES101; ALPINE FAILURE ENGINEERED N ALPINE IDILD TN( TRUSSES IN C01►OtMAOCE NITN TPI; w FABSICATIN6, HANDLING- SA[fPTN6. INSTALLING AND BRACING DIST RUSSES. THIS DESIfJ CONFORMS NI7N APPLICAPLE PROVISIONS 0► SDS (NATIONAL OESI60 fPECI►"AT0: PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'a CONNECTORS ARE NAPE Of ROSA ASTM A653 6440 CAU. STEEL, LICEPT AS ACTED. APPLY CONNECTORS TO ti EACH FACE Of TRUSS. AID 0049% OTNERVISL LOCATED ON THIS DESIGR- POSITIOR CONIECTORS PER �1�;� DRANIN6S 160 A-1. THE SEAL ON INKS DRANIK INDICATES ACCEPTANCE 01, P10f13S10/AL ENGINEERING •"l"`^' R1SPO IIILII► SODU FOR THE TRUSS COMPONENT DESIGN SHoS$. TOE SUTTADILITT ARD OSE 0► THIS sle�mmlq G 95829 COMPORLNT FOR ANT PARTICULAR BUILDING )S THE RESPONSIBILITY OF THE SOILOING DESIGNER, PER AHSIM, 1-u95 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SURHTTTFn RY TRAK-C MCD NEGATIVE REACTIONS (R--6151` MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC 10 PSF BC LIVE LOAD PER UHC. <�<DRAG TRUSS>> TRANSFERS 98.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD- ** THE MAXIMUM HORIZONTAL REACTION IS 2731.751E ** WM a- I I W3X5 (Al) �� 1f -lu-9 9-0-4 16-10-4 L<. 25-10-8 Over 6 Supports I R-271 PLF W-17-10-8 Rh— +/-153 PLF W-17-10-8 R-730 W-3.5- tlAd ME ~ �y0 e '-A -LI I - - R - Scale —.25• Ft. TC LL 16.0 PSF REF R427--64615 TC OL 10.0 PSF DATE 07/24/00 BC DL 7.0 PSF ORII CAUSR427 00206051 BC LL 0.0 PSF CA -ENG TSB/CNC TOT.LD. 33.0 PSFSEON - 14761 DUR.FAC. 1.25 FROM SS SPACING 24.00 21 -GARY BOOTS - 77003--d8) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #16Bet. WEBS 2x4 DF -L Standard ,,.t Wedge 2x4 DF -L Standard: c-:.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ],`FLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C— cc c�-JLUSS TRANSFERS 110.00 PLF ALONG TOP CHORD o TROUGH TRUSS TO SUPPORTS) WHERE INDICATED. DIAPHRAGM AND z ONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. NOTE: INSTALL TRUSS ORIENTED AS SHOWN - BEARING AND LOADS CARRIED ARE AT SPECIFIC LOCATIONS. _® DO NOT REVERSE ---. W4X4a v ca 0 x A Cil w_ 0-6-6 z W4X6( THIS DWG PREPARED FROM COMPUTER •IHPU-F (LOADS Q DIMENSIONS) -SUBMITTED BY TRUSS MFR NEGATIVE REACTION(S) OF -1224# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. ** THE MAXIMUM HORIZONTAL REACTION IS 3523# ** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC @ 48.00' OC. 10 PSF BC LIVE LOAD PER UBC. SHIM ALL SUPPORTS TO SOLID BEARING. um W3X8- w 25-7-11 -i z (_ 8-0 2 >s s 7-30-1 C. 7-9-11 _1- 8-4i 0 I` 8-0-2 1 7-10-1 9-30-5 T -3-7 L 15-10-3 _I_ 16-1-11 6 I 31-11-15 Over 3 Support�- R-1408/-558 R-1167 W-5.5" { R-1318/-1224 W-5.5' " Rh -3523/-3523 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA/ -/l/ -/E/-/- Scale —.1875" Ft. I O C=DINSTITUTE. C=D- —YARNING-- TAUSS[S REQUIRE EXTREME CARE In FABRICATION. HANDLING. SHIPPING, INSTALLING AIO BRACING. N[fE4 TG HIG-91 (HANDLING INSTALLING ARO BRACIN6). PU9LISNED BI TPI (TRUSS PLATE SBS D'ONDPRIO ON., SNITS 200. MADISON. NI ", If). FOR SAFITY PRACTICES PAID% TO PERFORMING THESE FUNCTIONS. OIL[SS OTNEAWISE INDICATED. TOP CNDRO SHALL HAVE PAOPIALY ATTACHED pLD W. �j '�• (. TC LL TC DL 16.0 PSF 10.0 PSF REF R427--77003 DATE 08/04/00 CV STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. 01 1 1. TDIY AAYTNEFAILDAEtD NINC. AA[OR[S.. BC OL 7.0 PSF DRW CAUSR427 00217001 SWLLINOTSO SPY PRODUCTS, ULEDFORGNMY IAT[ONL IRON THIATION S OLS 16H: OO In �+ - 7ALPINE - Alp�En( �-�� p['C� IIID SMU&MAtO6 CA 95829 RNILD TYE TRUSSES IN CONFOANAICE KITH TPI: 01 FABRICATING, HANDLING. SNIPPING, INSTALLING BRACIRGOF TRtlSSES. THISDESIGN LOIfO11NS YITN APPLICABLE PRo.iSIOYS 0/ NDS (NATION%] DES SPECIFICATION PUBLISHED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION] AND III. ALPII[ CONNLCTORS AR[ MADE OF EO6A AfTM A6SI 6RI0 DILLY. ST[El, ECtE►T As NOTED. APPIT CONR[aaNi TO EACH FAC[ Or TRUSS, AND UALESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COINECTORS PER DAAYINGS 160 A-1. THE se Al ON THIS OBAYIN6 IIDICAIEC ACCEPTANCE 0i PROFESSIONAL [NGIN[RING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SRDWN. THE SU17ABILL71 AND BSE OF TNI. COMPONENT FOR ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AISTITPt 1-1993 SECTION 2. Aug 04 200 0 # * s} CMi> OF . BC LL - 0 . 0 PSF CA -ENG /GWH TOT . L D . 3 3.0 PSF SEQ N - 13213 -D UR .FAC . 1.25 FROM S S SPACING 24.00 d '•(B60T0721-GARY BOOTS - E1 TOP CHORD 2x4 DF -L #1 BOT CHORD 2)(4 DF -L #1 WEBS 2x4 OF -L Standard .—. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. P-;jADDITIONAL LOADS ITC - From 94 PLF at 4,00 to 94 PLF at 10.86 0o TC - 234 LB Conc. Load at 4.00 ox:) N N O Z C.-'3 Cn H U A O Y1: P�. A w x C-3 w x THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I nIMFMcIn% I cuaUTTTCn 0., r ..�... (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND ,L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 E.— c_a z w 2-0-0 W Z W3X6(B1) o W3X6!a a 7-0-0 1 - -0 Q 34-0-0 Over 2 Support I R-1949 W-3.5' FAL.. ca PLT TVP. Nave TPI -95 R Des'llifin Criteria: TPI(S •WARWIRG•- TRUSSES REOUTRE EIT➢EKE CAKE 11 FAB/iCATION. HANDLING. SHIPPING. INSTALLING AND 0 I11STlTtlTE .NESOS O'010FRI0 ON.. SUITE Y00. MADISDRNANPLIMG INSTALLING ,0Y1KACSIrG)9),PUFWSSAFETT PRACTICESD BY TPIPLATE STRUCTURAL THESE . BOTTOMS. UNLESS OTHERWISE INDICATED. TOP CHDRD SMALL NAVE PROPERLY ATTACHED O STRUCTURAL ►ARILS. BOTTOM CHORD SMALL WAVE A PIOPEALY ATTACHED RIGID CEILING. CV IMPORTANT' FURNISH A COPT OF THIS DESIGN TO TYE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SIIAII NOT BE RESPONSIBLE FOR ANY OE11ATlON FROM THIS DESIGN: ANY FAILURE TO `r ALPINE eOILD THE TR/SSSS iN CONFORMANCE NIT" TPI: OR FABRICATING. HANDLING, SNIPPING, fNSTALI(NG AYD CV BRACING 0► TRIiSEi. THIS DESIGN CONFORMS WITS APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPICIFSCATION PUILISNED BY THE AMERICAN FOREST AND PAPER ASSOC)ATION) AND TP]. ALPINE ,a CONNECT045 ANE MAD( OF ROLA ASTM A653 GRAD GALV. STEEL. FICIPT AS NOTED. APPLY CONNECTORS TO EAC" FACE OF TRUSS, ARO UYLESS OTHERWISE LOCATED OI TRIS DESIGN, POSITION CONNECTOIS PER DRAWINGS 150 A•l. THE SEAL OR THIS GRAVING INDICATES SiOILACCEPTANCE Of PROFESSIONAL ENGINEERING EXT AtSPONIIDI COMPONENT DESIGN SHOWN. THE SUITABILITY AND HSE OF THIS PE $$�HCCI�IDODEa4 C�� cOM1olFOR 1.1➢➢5 SECTION I. SOLELY FOR THEM N ANY PARTICULAR e0U1/L0)u IS TOE RESPONS11I of THE BUILDING OISIUEl, PER ANSI R +8-0-0 10-3-5 EI 2-0.0 JU rTE COUNI i ft-11MUNG DEPAR t I R-1398 W-3.5' V ED L-A - t - -/K/- Scale -.1875"/Ft TC LL 16.0 PSF REF R427--64610 TC DL 10.0 PSF DATE 07/24/00 BC DL 7.0 PSF DRW CAUSR427 00206028 BC LL - 0.0 PSF CA -ENG AEB/CWC TOT.LD. 33.0 PSF SEON - 43127 DUR.FAC. 1.25 FROM SS SPACING 24.0• <. J tB06TO721-GARY BOOTS - E2) iur A,nUKU ZX4 OF -L #1 :T3 2x6 DF -L #2: TROT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard C-), —.LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS 00 AND STUCCO (10 PSF) ON ONE FACE. w N LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER o AT EDGE OF LOWER ROOF DIAPHRAM, OR WITH PURLINS 24. OC. z V A C ) a Vnk.. A w F-. w W z - - c.:a z w z 2-0-0 THIS DWG PREPARED FROM COMPUTER INPUT 110Ans t nTwc1JCTAUC1 CUMUTTTrn — —111 SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72,00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC, W3X69 W3X6= W2.5X4 (A1) Ga �— 17-0-0 Q ( 17-0-0 Lf� 34-0-0 Over 2 Support R-1399 N-3.5' R-391 PLF W-12-11-8 L -Note: All Plates Are W1.5X4 Except AS Shown. ,7 -;LLT TYP. Wave TPI -95 R C=3- O O N ALPINE -14— Engbm=W CA BU Ine. Desi n Criteria: TPI STD 1 —WARNING" TRUSSES REOUIRE EXTREME CARE IN ►ABIICATION, HANOLIR6, SHIPPING, INSTALLING AND E BRACING. REFER TO N1O,oXO/•NI (HANDLING INSTALLING ROD NRACIR6). POILISHED BY TPI (TRUSS PLATE SAFETY P&ACTICIS PRICE TO PE•FAIN112 THESE FUNCTIONSIO 01UNLESS TOTHERWISE INDICATED. TOP E too. JIAOISOV. or ICHORDFHALL HAVE PROPERLI ATTACHED yj�,Ay STRUCTURAL PANELS. IOTTON COOED SHALL NAVE A PROPE4LT ATTACHED RIGID CE11116. Q 1 '•IMPORTANT•• FURNISH A COP► OF THIS DESIGM TO THE INSTALLATION CONTRACTOR. ALPINE EI81 tlE EN(0 4 ' PRODUCTS. INC. SIULL NOT It RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN: ANY PAILONE TO BUILD THE TRUSSES 11 CORFORHANCE WITH TPI; ON FAD AICATING. HANDLING. SHI►PIHG, INSTAIL[NU AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITO APPLICABLE PNOVISIONS OF NDS (tlAT SOMAL DESIGNSPECIFICATION PUBLISHED `� ONNECTOR$ AREMADO 20" ASTM AGS3 GR40 &ALI. STE0.BY TAX AME11111 FOREST AND EREXCEPT `ASI NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UII ESS OTNERWISE LOCATED ON TRES DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS DEAN IG INDICATES ACCEPTANCE OF PROFESSIONAL ENGI1(E11NG RESPONSIBILITY SOLELY FOR TRE TRUSS COMPO IE/T DES.. SHOWN. THE SUITABILITY ARIA USE OF THIS COMPONENT FOR ART PARTICULAR NNILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGHIR, ►ER A13IITPI 1.1995 SECTION :. +8-0-0 t0i ME ogwyo4 1 L.Al-111-1-/H/- TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT -LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale —.1875 -/Ft REF R427--64612 DATE '07/24/00 DR W CAUSR427 00206024 CA -ENG AEB/CNC SEQN - 43119 FROM SS . 0 °(BObT0721-GARY BOOTS --F1' ITOP CHORD 2x4 OF -L #1 cn BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N '-'PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. w 00 N N C= z H U A O a a A W P4 W W z c:5 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DINENSIONSI SURNITTFn Ry TR11cc MCD IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 m C-0 L*2-0-01,1 L.z-0-w'1 L� 10-B-0 I 10 B 0 Q F I NE 21-4-0 Over 2 Support R-816 W-3.5' per, R-816 W-3.5' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 "YARNING-- TRUSSES R[OYIRC EXTREME CANE 10 FABRICATION, HANDLING. Sif SO. INSTALLING AND _ _re o BRACIR9. RIFEI TO tl10.91 (BABOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE a{!•G�afLi p INSTITRiE. SOS O'ONOPRIO Dll., S01T[t00. MADISON, WI SSTl9). FOR SAFETY PRACTICES Pain TO C=:) PERFORMING THESE FRICTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED C:V STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CIILIIG. ••IMPORTANT— FINISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 PRODUCTS, INC. SMALL NOT BE RISPOSSIOLE FOR MY DEVIATION FROM THIS DESIGN: ANY FAILURE TO C\1 A L P I N E BRILD THE TRUSSES IR CONFORMANCE VITO TPt: OR FABRICATING, MAIDLIRG. SKIPPING. INSTALLING AND BRACER& OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MOS (PATIOIAL DESIGN —„j SPECIPICATIOR PUBLISNED BY THE AMERICAN FOREST AND PAPER ASSDCIATIOR) AND TPI, ALPINE CONNECTORS ARE MADE OF EOGA AST" A653 OA40 GAL1. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO IT EACH �,.,...,. CRAVINGSEOf ISO E11if. AND 99LESS THE SEAL ONTHISISE CRAVINGTED ON IRESPONSIBILITYNDICATESSACCEPTANCEPOSITION OF TPROFESSIONAL RE161NEER ING Swr ��CA 9= COMPOR[NT FOR AMYIzXcL LPAETICVLAN BUILDINGO ISOT11 RESPONSIBILITY Of THE BUILDING NT DESIGN SHOUR. HE [TY DESIGNERSE►EN THIS M AMSI/TIt 1-1095, SECTION E. IT 6-7-0 --8-0-0 - TC LL 16.0 PSF TC DL 10.0 PSF l BC DL 7.0 PSF BC LL 0.0 PSF -TOT-LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0- Scale—.25D/Ft. REF R427--64611 DATE 07/24/00 DRW CAUSR427 00206023 CA -ENG AEB/CWC SEAN - 43110 FROM SS r� (BOOT0721-GARY BOOTS - GI) )IUP CHORD 2x4 DF -L #1 co BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. w co c N -N O W4X4- v 0 7 7 a rz. 15-8-1 a W1.5X4 0 w C-3 W2X4(A1) lv WM(A1] o z w z 1 0-0 1-0-0 1 2-0-0 _I_ 2-0-0 I 6 I [--4-0-0 Over 2 Supports R-188 W-3.5' M PLT TVP. Wave TPI- O O O N N ALPINE ti ,*b- CA "Ol I1n R-188 W-3.5' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONSI SORMITTFn RY TRIIiq NPR IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rT� AwMEN oAPPRown Desion Criteria: TPI STD P' KTNe_ 1 RE •HANDLING. S11101,116. I NSTALLI CARE IN �NDC ONACICIXr. CA - 1 - - R - Scale -.375' Ft. REFER TO NIB•91TRUSSESD1 (HANDLING I STALLJSt2TREM11 BRACING). PUBLISHED BY TPI (TRUSS PLATHE TRSTITVTI. SB10 D'ONDFRIO DR., SUITE 100. IAOISOR, r( S37t9), FOR SA►ETY �WE -�( TC L L 16.0 P S F REF R427--64613 PRACTICES PRIOR TO IEAFORRIAL THESE FUNCTIONS. UNLESS OTMERYIS[ INDICATED• TOP CHORD SMALL HAVE PROPERLY ATTACREO 3711 ALPANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'PROD T C D L 10.0 P SF DATE 07/24/00 CTS. INC. SMERALL)-OTABERESPOOF AN NSIBLEDFORGRANY TDEVIATIONLFROMNTHIS TOD BC OL BUILD THE DESIGN; FAILURE TRUSSES CONFORMANCE �i- 7.0 PSF -0RW CAUSR427 00206025 BRACING OfTROSSES,B NG AND DESIGN'CDRF/DANSOWITH APPPLICABLE PROVISIONS SOfPIDS G(NATIONAL IDESIGN SPECIFICATION r B C L L 0. 0 P S F CA -ENG AE B-/ PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AI/lNE .EACHCONNFACE ARE MADE Of ASTDIMINW y C W C EACH VOL0GA SE I.00ALI. STEEL. HI EXCEPT AS NOTED. APPLY CDMNECI:RS TO Of TRUSS, AND URIESi O(VERU)SE IOCAT(0 OB THIS DESIGN. POSITION Vi TOT. LD 33.0 P S F 5 E Q N - 43125 NGS COVOECTORS PER ONAYIYGS LBO A•1. TME SEAL OB THIS DRAWING INDICATES ACCEPTANCE OF PAOFESSTONAL ENGINEERING . RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESISR SHOWN. THE SUITABILITY AND USE Df THIS CDM/ONENT FOR All PARTICULAR BUILOINO IS THE RESPONSIBILITY Of THE 091LOIRG DESIGNER, PER ARSI/T►1 1•11095 SECTION 2. D U R .FAC , SPACING 1.25 24.00 FROM S S Job number >> 00-057 Structural Calculations for Gary Boots Chico, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico,.Ca. 95973 (530) 892-2700 (530) 893-0532 Fax DATE --� I, Gr� F/CJ `M/ Z OUTTE COUN t'y ILDING'OEPARTME Vin I F�i1e >LATDATA3 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Rev 8-8-95 Wind pressures on structures aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Description >> » aaaaaaaaaaaaaaaaaaaaaaa�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Exposure > B UO Importance factor > 1.00 Basic wind speed.. .> 80...0.0.... ..mph qs > 16.40 psf Roof pitch > 6.00 in 12 O > 26.57 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S * * * .0071 .0077 .0083 Direction .0092 .0099 Ht. <0'-15'> <20'> <25'> Assembly description Ce .62 .67 .72 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa .0071 .0077 Cq C O M P O N E N T S *- * W A L L S 1.20 .0122 .0132 .0142 Windward walls .80 .0081 .0088 .0094 Leeward walls .50 .0051 .0055 .0059 Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 * *.*- L O C A L AREAS Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges -at building corners Eaves or rakes without overhangs away from building corners and ridges -- away from ends of building A T D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0132 .0143 .0154 . .70 .0071 .0077 .0083 .90 .0092 .0099 .0106 .30 .0031 .0031 .0035 .0102 .0107 .0118 .70 .0071 .0077 .0083 C O M P O N E N T S *- * * 1.20 .0122 .0132 .0142 1.20 .0122 .0132 .0142 1.60 .0163 .0176 .0189 1.30 .0132 .0143 .0154 1.10 .0112 .0121 .0130 1.60 .0163 .0176 .0189 A T D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0305 .0330 .0354 2.00 .0203 .0220 .0236 File ------------------------------------------------------------------------ >SHEARW 4:37 PM 7/12/00 REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------ Description >>, Common nails 7 >> ---------------------------------------------------------------- (Box nails) Mark Description HF DF 1: 3/8" cdx plywood with 8d nails .213 .260 at 611, 12" o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 12" o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 12" o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails .254 .310 at 611, 12" o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411,'12" o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at.311, 12" o.c. (.399) (.486) 7 i/2" gyp bd with 5d nails wind .082 .100 at 7" o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp.bd with 6d nails wind .094 .115 at 7" o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 Pr woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/'8" plywood siding with 8d nails .131 .160 at 6",. 12" o.c. 11 Simplex "Thermo -Ply structural (red) .144 ..175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/4" legs) L I � L ".5% L- I ti f- -� p« �,�F� /� = l�o)('�%/2r� >(,��p�_) (��z)�,�/.�)�,o13z) = 3.03 n��>JP� ��= (�o��,��,n,o-�,.� �--��a��l��(��,3-�) = x.,84 I hax 5,37 -?3 zo .. _T_w O . . ......... • COLLCTR2 11:39 AM 6/24/96 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >>Line A ---------------------------------SUMMARY-------------------------------- V1 > 3.030 kips V2 > kips Length subject to V1 > 43.000 feet .Diaphragm shear due to V1 > .070 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 >... . kips/.ft Shear per foot - shearwalls (v) > .289 kips/ft <Shearwall v> Segment W/O Wall Opnq. V1 V2 Force 10.500 w 10.500 y .000 24.500 o 24.500 y 2.290 8.000 0.. 8.000 y .564 �0 u5c-: A dr I x - %,nk � z � v l IL-. 7l r,;. , M i 5sp)lf� -Z6 wl.r = 13 C 7 (, -,)L Wa V2�`� tiJ Z 13Z Gl y. C o t Ile -T F _ 35 Fri COLLCTR2 11:40 AM 6/24/96 --------------7--------------------------------7------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description » Line B »v ---------------------------------SUMMARY-------------------------------- V1 > 4.840 kips V2 > kips Length subject to V1 > 45.160 feet Diaphragm shear due toll > .107 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .291 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force O 12.000 w 12.000 y .000 A3 13.500 o 13.500 y 2.200 Z 15.000 , . o. 15.000 y.. .753 4.660 w 4.660 y D61-j `� Wa l AGROUP> TITLE UNTITLED AGROUP> ENGINEER NAME FRANK GLA4EWSKI AGROUP> UNITS FEET KIPS DEGREES AGROUP> MATERIAL CONCRETE FC 360.000000 AGROUP> BOEF BOEF ANAL> NUMBER OF SPANS 1 BOEF ANAL> NUMBER OF SECTIONS 20 BOEF ANAL> SPAN LENGTH 1 26.000000 BOEF ANAL> INERTIA 1 0.380000 BOEF ANAL> SOIL STIFFNESS 1 259.200000 BOEF ANAL> LOADING 1 TOTAL LOAD BOEF LOAD 1>'l P -2.62 I. 13.5 BOEF LOAD 1> 1 P 2.62 L 26 BOEF LOAD 1> 1 P -3.49 L 26 BOEF LOAD 15 1 W -0.349 BOEF-LOAD 1> BOEF ANAL> PRINT ....... AnalysisGrouN(TM) . ; ...... INPUT DATA LISTING FOR :,'BEAM'ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Jun 24 11:26:18 1996 PROJECT TITLE : UNTITLED ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS :.FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS : E = 4•.103987e+05 NU ='.0.17 ......... BEAM.GEOMETRY INFORMATION ........... SPAN SPAN MOMENT SOIL NUMBER LENGTH OF SUBGRADE INERTIA MODULUS 1 26.000 0.3800. 259.200 .......... BEAM LOADING INFORMATION ........... LOAD NO 1 TOTAL LOAD SPAN WA WB LA LB P M L 1 0.0000 0.0000 0.000 26.000 -2.620 0.000 13.500 1 0.00.00 0.0000 0.000 26.000 2.620 0.000 26.000 1 0.0000 0.0000 0.000 26.000 -3.490 0.000 26.000 1 -0.3490 -0.3490 0.000 26.000 0.000 0.000 13.000 BOEF ANAL> LIST 1 BOEF LIST> 1 MOMENTS ....... AnalysisGroup(TM) ....... ...... INPUT DATA LISTING FOR :.*BEAM`ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Jun 24 11:26:18 1996 PROJECT TITLE : UNTITLED ENGINEER: FRANK GLAZEWSKI PROJECT.NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 . ... ... BEAM GEOMETRY INFORMATION .......... SPAN SPAN MOMI=,NT SOIL NUMBER LENGTH or, SUBGRADE INERTIA MODULUS 1 26.000 0.3800 259.200 .......... BEAM LOADING INFORMATION .......... LOAD. NO 1 TOTAL LOAD SPAN WA WB LA LB P 1 0.0000... 0.0000.. 0.000 26.000 -2.620 1 0.0000 0.0000 0.000 26.000 2.620 1 0.0000 0.0000 0.000 26.000 -3.490 1 -0.3490 -0.3490 0.000 26.000 0.000 -i L 13.500 26.000 26.000 13.000 ....... A_nalysisGroup(TM) ...... ...... INPUT DATA .LISTING FOR ,'�3EAM'ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Jun 24 11:26:18 1996 PROJECT TITLE UNTITLED ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD ......... BENDING MOMEN'T'S ......... SPAN NO. 1 DISTANCE MOMENT FROM LEFT END 0.000 . 0...0.00 . 1.300 -0.021 2.600 -0.087 3.900 -0.139 5.200 -0.135 6.500 -0.053 7.800 0.195 9.100 0.607 10.400 1.250 11.700 2.162 13.000 3.352 14.300 2.799 15.600 1.243 16.900 0.019 18.200 -0.887 19.500 -1.511 20.800 -1.808 22.100 -1.831. 23.400 -1.544 24.700 -0.933 26.000 0.000 BOEF LIST> 1 BEARINGS AnalysisGroup(TM) ...... INPUT DATA LIS'T'ING FOR : ,'BEAM 'ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Jun 24 11:26:18 1996 PROJECT TITLE : UNTITLED ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT . MATERIAL CONSTANTS : E = 4.103987e+05 ICU = '0.17 .......... RESULTS FOR LOAD.I.NG NUMBER 1 .......... ............ TOTAL LOAD .......... BEARING REAM .1"EONS ......... SPAN NO'.'''1'' DISTANCE BEARING FROM LEFT FORCE END 0.000 0.305 1.300 0.330 2.600 0.355 3.900 0.380 5.200 0.405 6.500 .0.431 7.800. 0.457 9.100 0.482 10.400 0.506' 11.700. 0...526. 13.000 0.540 14.300 0.545 15.600 0.541 16.900 0.535 18.200 0.528 19.500 0.524 20.800 0.523 22.100 0.528 23.400 0.538 24.700 0.552 26.000 0.569 BOEF LIST> FINISH AnalysisGroup TERMINATION.... AGROUP> TITLE UNTITLED ( ' AGROUP> ENGINEER NAME FRANK GLAAWSKr AGROUP> UNITS FEET KIPS DEGREES AGROUP> MATERIAL CONCRETE FC 360.000000 AGROUP> BOEF BOEF ANAL> NUMBER OF SPANS 1 BOEF ANAL> NUMBER OF SECTIONS 20 BOEF ANAL> SPAN LENGTH 1 26.000000 BOEF ANAL> INERTIA 1 0.380000 BOEF ANAL> SOIL STIFFNESS 1 259.200000 BOEF ANAL> LOADING 1 TOTAL LOAD BOEF LOAD 1> 1 P.2.62 L.13.5 BOEF LOAD 1> 1 P -2.62 L 26 BOEF LOAD 1>' Y' WA -0.349 WB =0'.349 LA 0LB -26 BOEF LOAD 1> BOEF ANAL> PRINT ....... Analysi.sGroup (TM). ... .. INPUT DATA LISTING FOR :.`BEAM'ON ELASTIC FOUNDATION y TODAY'S TIME AND DATE: Mon Jun 24 11:26:44 1996 PROJECT TITLE : UNTITLED ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... BFAM.GEOMETRY INFORMATION .......... SPAN S PAN MOMI NT SOIL NUMBER LENGTH OL' SUBGRADE INERTIA MODULUS 1 26.000 0.3800 259.200 .......... BEAM LOADING INFORMATION .......... LOAD NO.: 1 TOTAL LOAD SPAN WA WB LA LB P M L 1 0.0000 0.0000 0.000 26.000 2.620 0.000 13.500 1 0.0000 0.0000 0.000 26.000 -2.620 0.000 26.000 1 -0.3490 -0.3490 0.000 26.000 0.000 0.000 13.000 BOEF ANAL> LIST 1 BOEF LIST> 1 MOMENTS ....... AnalysisGroup(TM) ...... INPUT DATA LISTING FOR :-BEAM'ON ELASTIC FOUNDATION TO'DAY'S TIME AND'DATE: Mon Jun 24 11:26:44 1996 PROJECT TITLE UNTITLED ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... BEAM GEOMETRY INFORMATION .......... SPAN SPAN MOMENT SOIL NUMBER LENGTH OF SUBGRADE INERTIA MODULUS 1 26.000 0.3800 259.200 .......... BEAM LOADING INFORMATION .......... LOAD NO : 1 TOTAL LOAD SPAN WA WB LA LB P M 1 .0.0000 0.0000 .0.000 26.000 2.620 0.000 1 0.0000 0.0000 0.000 26.000 -2.620 0.000 1 -0.3490 -0.3490 0.000 26.000 0.000 0.000 L 13.500 26.000 13.000 ....... Ana,lys'isGroup(TM) INPUT DATA LISTING FOR ,`t3EAM•ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Jun 24 11:26:44 1996 PROJECT TITLE :-UNTITLED ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD .......... BENDING MOMENT'S ......... SPAN NO. 1 DISTANCE MOMENT FROM LEFT END 0.000 0. 000 1.300 0.026 2.600 0.027 3.900 70.036 5.200 -0.223 6.500 -0.602 7.800 -1.211 9.100 -2.121 10.400 -3.371 11.70.0 -4.999 13.000 -7.032 14.300 15.600=��:74� 16.900 -6.417 :18.200 -6.277 19.500 -6.210 20.800 -6.012 22.100 -5.535 23.400 -4.535 24.700 -2.762 26.000 0.000 BOEF LIST> 1 BEARINGS ....... AnalysisGroup(TM) ....... ...... INPUT DATA LISTING I:'OR :.,%EAM •ON ELASTIC FOUNDATION TaDAY'S TIME AND DATE: Mon Jun 24 11:26:45 1996 PROJECT TITLE : UNTITLED ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU ='-0.17 .......... RESULTS FOR LOADING NUMBER .......... TOTAL LOAD .......... BEARING REACTIONS ......... SPAN NO.. 1 DISTANCE BEARING FROM LEFT FORCE END 0.000 0.377 1.300 0.343 2.600 0.309 3.900 0.274 5.200 0.240 6.500 0.206 7..800. .0.175 9.100 0:146 10.400 0.124 11.700 0.111 13.000 0.112 14.300 0.133 15.600 0.175 16.900. 0.235 18.200 :• 0.314 19.500 .0-410 20.800 0.524 22.100 0.654 23.400 0.80.0 24.700 0.958 26.000 1.124 BOEF LIST> FINISH AnalysisGroup TERMINATION.... 1 .......... Mu .> 12..512 ft -kips As regd. > .473 1n-2 Includes 33% increase n ua . M_Cq since p actual is less than p min. -------------------=-------------Summar 11:31 AM 6/24/96 ------------------------------------------------------------------------ Rev 4-29-96 " ' 'Concrete section'moment in'2 capacity p min. ------------------------------------------------------------------------ Description >> <200/Fy> p actual > .0043 <p=As/b*d> T > 24.800 kips .<T=As*Fy>. ------------Section data ----------- I --------- Material constants --------- b > 12.000 inches f'c > 2.500 ksi d > 12.000 inches fy > 40.000 ksi 8 > .850 > .900 --------------------------------Load data ------------------------------- Factor Mu M dl > .000 ft -kips 1.400 .000 M 11 > .000 ft -kips 1.700 .000 M wind > 7.360 ft -kips 1.700 12.512 M eq > .000 ft -kips 1.870 .000 - Modifier > 1.000 Mu .> 12..512 ft -kips As regd. > .473 1n-2 Includes 33% increase since p actual is less than p min. -------------------=-------------Summar Actual As > .620 in'2 <ok> p min. > .005 <200/Fy> p actual > .0043 <p=As/b*d> T > 24.800 kips .<T=As*Fy>. a > .973 inches <a=T/(B*F'c*b)> �Mn > 21.416 ft -kips > Mu - <ok> ------------------------------------------------------------------------ NOTES RESIDENTIAL r 041-43-0-013 .00-1912 / { PERMIT NO. BOOTS, GARY - 2833 CLARK RD., OROVILLE i UA -166 CONTR: OWNER - ! t I NEW SINGLE FAMILY f 0p SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address ELECTRIC Meter By Date D eter b ELECTRIC Meter By D ate0 7 JOB FINALED (Date) <51 Signature CHECKED BY t f C7 1 r pj f�. i r; `o f e tf t r f a f` SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address ELECTRIC Meter By Date D eter b ELECTRIC Meter By D ate0 7 JOB FINALED (Date) <51 Signature CHECKED BY V=OK 0 = Not OK - = Not ReadApplicatle RESIDENTIAL (; = Not Ready Date _,enderfloor (Plans) OK except #'s ing-Setbacks- Ease ments-Flood-SI Pg., Main; Soils-Ele . Grn .- YI" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/i1j1 Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ / Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped -*a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Lq, ' .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PWMBING (Permit) OK except #'s ater Htr.; Vent -Access -Combustion Air Baffle LIA "pe; Test & Anchor -Nail Protection L211—D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access e Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date 1% 3 e.. Card B-1 f Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled 19>omex Installed Close to Edge of Studs & C.J. & quie. Ground made up w/Mech Fasteners -Bond Gas & Water t/ Appliance Circuits in Kitchen & Conductor Size GFI y-[9. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range Circle / / ga Cu or AI.Oven Circ. / / ga Cu or Al Insulated Neutral El Yes 0 No Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. C -s Closet Light -Shower Light -Spa Light 64-�Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date WCHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation )3 n ensate Drain & Overflow, Size & Grade 88-�nace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 its Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) F' a Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing 'Dingle & Duplex) Date FRAMING (Continued) a. s -Post Caps -Anchors -Connectors 44 ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. ;'08. tCW6u Ties or Type A Flue -Fireplace Throat Clearance Adie Access; Size & Romex Protection -Draft StoD-Ins. Baffles P60. Qdrffi. Windows or Exiting Doors -Sill Ht. & Dimensions ire Protection Framing Line Firewall & Openin l53!Ext. Doors -One X -Check Garage 3rd Story, 2 Exits 54. Stai1.pWidth-Headroom-Rise-Run-Landing-Fire Protection 15&--rlywood on Roof Overhang -Attic Vents -Rafter Outriggers . i ing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access hear Wall NailirvVBoltD I 4 � LBYU 60. Brace Interior/Exterior Wall Pan s / ' 62. Infiltration -Walls -Windows Date56 Card B-1 Date Card B-1 Date Card 13 Date Card B-1 Dat_,FINAL (Plans) OK except #'s teps-Door & Sidelight Protection -Landings Sm Detector 05_u mace Vents -clearance -Comb, Air -Connector - In e; Above Floor-Ducts-Mech. Protection edroo -Exiting 6 F . -Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels lec tlets at Wood Panel, Int. & Ext. it. Fit. &Appliance; Ground -Air Gap -Cooking Clearance _ ec. gmuets & Receptacles at Kit. Counter arags.Fire Door; Swina-Landino-Closure Vents -Clearance -Comb. Air Connector-P.R.V. in Cyarage; Aboys Floor-Mech. Protection 9y71.-Plb. c. & M ch.,Equip. Listed for Location Elec Receptacles in Garage (F.F.I.)-Romex. Protection 9 sulation-Foam-Looked in Attic 0 and Rails & Deck Construct io-n-Pbst Caps rawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive NoMalks jXes-__j No/Planters aY�o 83. Stuql5g Brow - mish *11431 -VI LA4-`A.C. _Unit Disconnect, Electrical -Plumbing /!Vents Above Roof. Plho-Aopliance-Fireplace-Clearance to Openings %8yEgterior Elec.Tnrm, G.F.I. Receptacle -Underground L.K.- Ventil ion Throughout House X89 ass Protection j,2St'Afeters Tagged, Gas -Electric r & Sewer Connected -C/O to Grade -HD P_98/Energy Compliance Certificate -Other Certificates Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Dat~ Card B-1 Date Card B-1 Comments at Final: ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s It 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /" L'ft. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except N's / P Nat. or / /"L"ft./ /'LPG 1. 7. Well Clearance & Disconnect 2. 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date Carports; Windows -Doors Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 4. Elec.; Receptacles and Lighting, Distance-GFI Date 5. Card B-1 Date Card B-1 Date 6. Card B-1 Date Card B-1 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Root; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 LOERKE INSULATION.CO.,;INC. INSULATION CERTIFICATE 2833 Clark Rd Paradise ___-- -um.-_er and -Street, _.. Butte nirJumber DESCRIPTION OF INSTALLATION 1. ROOF Material ---..._--------.____-- : _.._ Brand Name _ Thickness (inches) _ Thermal Resistance (R -Value):___ 2. CEILING Batt or Blanket Type__Ejbergdass Batts . _, ' Brand Name Johns Manville Thickness (inches)_...___12_25 = _ Thermal Resistance (R -Value) 'R-38 Loose Fill Type Fiberglass _ Brand Name Johns Manville Contractorls min. installed weightlft sq. 0.659.fib. Minimum.Thickness_ 1625 inches. Manufacturer's installed weight per square foot to achieve. Thermal Resistance (R Value)' 3; EXTERIOR WALL Material—Eibergtass_Batts__. __.. Thickness (inches) 3.5 _ 4. RAISED FLOOR Material _-Fiberg.l.ass_Batts. Thickness (inches)..........—__ 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches)-- —,... 6. FOUNDATION WALL Material_ -- Thickness (inches)—_....... _— DECLARATION Brand Name Thermal Resistance .(R -Value) R-13 — - Brand Name. ._Jo s Mm1YUe._..__ 4Thermal Resistance Brand Name Thermal Resistance (R -Value)- _ Brand Thermal. Resistance (R -Value). I hereby certify that the above insulation was instahed in the building at the above location in conformance . with the current Energyy Efiicien Standards for residential buildings (Title 24,Part 6, California Code of ' Regulations) as indicated on the�ertificate of compliance, where applicable. C.L.#499150 �1'..— J(°�_Ul.____ LOERK_ E INSULATION CO., INC. Item #s - ig re,, Date installing Subcontractor Co: 'Nam ) Or General Contractor (Co. Name) Or Owner Item #s igre; Date< .. _-- Item #s Signature; Date -- -- lnstafiing �ubaontractor ` o. Name r General Contractor (Co. Nm ae) Or owner � Installing contractor (Co. Name 0r - General Contractor (Co. Name) Or C'wner a'd 09seT600E.s:. owl `'00 wonu-inswl 3 X30- e22:0T TO 62 ReW E5/23/2001 0 :12 !EEKS - CHICC 4 6933666 N;J.707 001 DEJ-21-OCG 0d:03Pi:1 PRo+ T-01 P•01/01 F-210 CEP. '89 7:47 1-K VUUKW4-lf- r Jaa ol. -s ocv+i •.. v W. .,'!'fit ,Yy�ly >;� �.� /p• •:p� i::f. Zip- • c • 1,E o: ,�e'!' �y'vJ:''-.� `", ... Pari a to Jss� jelnlly 41 TO WHOM CONCERNED. 1 DCOnPAPTOFCALIFORNIA IVUI U TUR E3AL.L14WTHICK, PARTICLEOO� AND LUMBER COM DOO O THF; APPROVE0,T1sST SP001F GA`TIONS OF WARNOOK M EY V1; NATIONAL FOR20 MINUTE CONSTRUCTION. 000A9• 00NVM0TEU IN: R FACILITY. THAT ARE SEW TO 0WRIEUTORS FOR MACHINING ARE INK 5T P90 ON THE TOP RAIL FOR RATO CON�STRVOT10N. METAL WEL.B ARE APPLIE - T DOORCRAPY IF WE MACHINE THE j 000PS, OR BY THE LICENBU'fHAT MAC HINIP THE DOOMS. R€WECT•FLILLY, i MARK SL.EETHEN ARCMITECTIURAL MANAGER r , I � ' I 1 Ir,! , ; I i !9tl/ C.iriciiu.t�l. �wuier - R„rk/i.r, C,t Vf7b,i " (Ylb� 96;:-3'/�kJ r'r!� 111h') bJ.S.y7�i; �,41.L+.b o !-dt)f1.7a.�-b6y9 I py TOTAL PP$1.001 * I 4 0 .ir1 may -.rill:' — Y�'•`l'�`'�;:'�' i_ , �•�'y S"'w.syfsd LOUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Y 411 Main Street - Chico, CA - (530) 891-2751 7 -County Center Drive - Oroville, CA - (530) 538-7541 t_ CORRECTION NOTICE 4c A-5 00 -1512 -- OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is comple d. If you have any questions pertaining to this matter, or need additional explanation, pleas cantact this office immediately. �1Vg�r,"r1j", , .5tiv /11 4-1 iiboil_ Date- 23 b Inspector REV 10/92, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. git 01 ,l ab t o t/,I Date •� Inspector REV 1 /92 f COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 06 - MIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. Ibyou have any questions pertaining to this matter, or need additional explanation, please coo#cct this office immediately. d( Date 4104U Inspector REV 10a/2 1P 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 00f-3 e3 o b OWNER r PERMIT NO. l� A routine inspection indicates that the following violations of butte county.Ordinanoes exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Cow q n /I 'r- P, 4 C- '4 4a 4�'� ,Ar 10't'04s1d r .4ye e'l 41-16'zoaa-/ � ( cs,✓ 6 R G � �/1-C''ss / ,� C G� eR�.�� a/lT" sflV 10V AQ J ��-J%7 �i 1 (•44 W t Ir P 4 , �-/ �-/V - �'j i) "'- P a r1, f Aq t9'"A. o Date ! ( .f )-0/ t �o a Inspector REV 10/92 / COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �- NO. A routine irspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. / J I Date to a 1/1 — Inspector REV 10/9' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street •Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 d OWNER CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date t inspector REV 10/92 "r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 'r 411 Main Street • Chico, CA • (530) 891-2751 -. 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office_ immediately. I T/ ? C% `4}- " G,�i G.f�+-� / n. D �C / � , It, /,.h CA - 5 Inspector REV 1 4.rt�'O�KrR F •-'Y pf_:r,—.T'�-� -1 � ar.n. �^t—.-..�. �4-h- .rte'_' .yc . _._ +� o/• .,w. _..—_--fY3:/.'�"-1� w'�"Y•i•-�� _ COUNTY OF BUTTE BUILDING DIVISION . a DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet- Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. y,. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is I completed. If you have any questions pertaining to this matter, or need additional explanation, !� please contact this office immediately. IJ �r t..1 Z. FL tt Y Date 111311,13 Inspector REV 10792 -:5-t � 1 tt Y Date 111311,13 Inspector REV 10792 -:5-t 01./17/2001- � 07:39 MEEKS - CH i CO j 8933666 NO•.•'�74 001 -A MIA I %AW 1 b i Cer,a 0%. tificate of Conformance C®rtifite 05 2,7 3 6 THIS IS T4 CERTIFY that the glued laminated timber products Identified with a Collective rrlark of Erlaineered Wood Systems (LFWS) were manufadtured in accordance with -trio appQcatm standards and associated specifications indicated below: ANSI Stendard A190,1,1992, For Wood Products -• StruCWral GIuad Laminated Timber NER466 Glued Laminated Timber Combinations And "GAP" Computer Frograrn For Determining Design Stresses RITC 117-93'- lalanufaoturing - Standard Speoificatione For Structural Glued Laminated limber Of-Saftwood Species IT IS HEREBY CERTIFIED that"tha APIA EWS trademarlted.atr.uetvral glued laminated timber rnembefs were. produced in a -manufacturing>`fiicitily-sub ject tt regular audita in eleCdrdance with -the Engineered Yy'oAd Systema (EW:) Ouallty assurance Program, Rautiwsudite include in3mtion of the manufacturing process and evaluation ohrthe iri-plant GIA pr00%m> with adequate sampling t0 verify conformance to Industry standards"for.`lumber grade and- gluelinei bond gwalhy. e® 0A _,14L J. SEALy Thomas G. WiQiaensen .� Executive !lice President EAC( ER90 WOOD SYSTIM6 ,m a 46194 CWP1440M of AM — THC ENWACG • OD WOO AsswiArKw 701SSw�fn tg11e 5ne61-; a,0. Bax 11700.'rb"mo, WA 16411-0700 l� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ti 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT -NO. (Rev. 12/96) APPLICATION AND PERMIT l ASSESSOR PARCEL NUMBER 041-430-013 ZONING 2 2 BUILDINGPERMIT ' OW VI'1RY BOOTS TEU91HONE 66 SO. FT. OCC. BUILDING VALUATION .OWT Idly TAI, PARADISE, 95967 13,770.00 CObf RtVS NAME TELEPHONE 425 cov- 5,525-.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 143,981.00 ARCHITECT OR ENGINEER LICENSE N0. -Filing Fee $ 20.00 Permit Fee $ 793.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 515.75 BUILDING ADDRESS 2833 CLARK RD, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1352.25 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY_ Each Trap 21 7.00 4.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW S/F Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S 164.00 ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LE Main Service AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, II do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLAS. SO 3.50FT. 07.59 NOP11.RES D. MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OunFr CIR. Ex. OCCu OUTLET OR FIXTURES BA' p'.s�o Ex. Occup. R ° 5.00 Temporary Service 23.003,00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 173.59 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the w rkers' compensation provisions of s 3700 of the Labor Code, I shall f th ith com se pro s. Iof Date Ak�aialz-_�CD Signature of Appli Owner ❑ Contractor 13Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 4b. UU ff/U CONST TOTAL FEE $ 1801.34 HAZ. p FEES IM FLOOD I CDF PARC PO HD ISSUE This permit is hereby issued under the Butte County Code and/or indicate above for hick fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date `"'�� Leo /VAd� Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 PERMIT NO. APPLICATION AND,PERMIT ev.1 00 SESS ARCELNUMBER i y//,, • O / BUILDINGPERMIT OWNER ONEjt�ldC BUILDINq V U T. N OWNER'S I ORES CONTRACTOR'S E,/ TELEPHONE r_ 00 CONTRACTORS MAIUNO ADDRESS p, 00 CONSTRUCTION LENDER Co Fireplace ��– LENDER'S MAILING ADDRESS Total Valuation $ , ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 23, SV $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ — 2•;2 PERMIT FEE $ LOTNO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 W7— Solaror heat pump water heater __Solar 23.00 Water piping 15.00 rS Each gas water heater or vent 15.00 TYPE OF WORK Newx] Addition ❑ Remodel ❑ Utiliti ❑ Installation ❑ Describe Work: ) 7 Oth ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 11 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A GR LESS 23.00 3� fj/- r /%, / ✓�jl �f <� 3 V l % / 117V? / /i �� Receipt No. Main Service 200A TO I000A 46.00 NEW CONST. ( DWEAlIC. OC S. SG OR AODNs. a ACC. OCC 3.5¢FT. NEW CONST. MULTi-ANCHOU CUT ITS @7.50 NON-RESID. U POWER APPARATUET S bOUITLET 20 Q I.00 Ex. OCCU OR FIXTURES B20 .so FIXED APPLNS.1 Ex. OCCU OUTLETS RESID.OEA 5•00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ , MECH NICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ o c cowsj.�` TOTAL -FEE $ U HAZ. D. FE IMPs� D CDF ND ISSUE This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON applicable provisions to do work paid. Pato WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _,. E.H. USE ONLY Plot.Plen Atteehad Floor Plan Attached Sant to B.D. A -51) / Di 7 TO Building Department FROM: Environmental Health l SUBJECT: Sanitation Clearance yrs 3LIA&I/,- el) --Lt --13 Owner Location AP# Plan Approved for: Sewage Disposals _ Water Su71""j-4 Public Private Wa� Cle'aran'ce for dwelling. Other -: ay4n,U ) p. LLQ A,)G Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist Date i� 8/96 �1 { _,. E.H. USE ONLY Plot.Plen Atteehad Floor Plan Attached Sant to B.D. A -51) / Di 7 TO Building Department FROM: Environmental Health l SUBJECT: Sanitation Clearance yrs 3LIA&I/,- el) --Lt --13 Owner Location AP# Plan Approved for: Sewage Disposals _ Water Su71""j-4 Public Private Wa� Cle'aran'ce for dwelling. Other -: ay4n,U ) p. LLQ A,)G Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist Date i� 8/96 �... ��.. ,_{ Y;. �i � "rl.:i "r'1a, .rtr-" �«�.-��r'��;..� .�`i.^�I Vi •.. ti, ,-..r- '�.r.�. ' A 4 C„ �d IN TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVEI'-'OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE IT APPLICATION DATA SHEET OWNER: jitJ ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted-------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ---------------- ; ------------------------------------------ mplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngmeered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- r r ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El8. Hazardous Material Form. ------------------------------------------------------------------------------------------ *1. nufactured Home data an4inssttallation instructions including Tie Down Specifications.------------------ cesof$ -D (/� ----------------------------------------------------------------------------------- mpact fees as shown on the attached schedule. ----------------------------------------------------------------- g '-f2. California Department of Forestry -plan approval/fees. '-— �1 �PU------------------------- Flood elevation certificate. --------------- �f-- -------------------------------------------------------------------- 4. Sanitation and plot plan approval Health Department. ------------------------------------------- 4 ) El 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan anbusiness license approval d busial from the City of Biggs. --------------------------------------------- w, `7».Planning approval for (A) Use: ®(� (B) Parking: --------------------------O L- � 4 8. Contact Land Development about ❑ Improvements, ❑ Drainage gal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - -------------------------------------- ❑ 4. Letter of signature authorization. -------------------------------------------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. Other: en you issu eri4g p�ytgt ss as follows 11 Mail to owner, Telephone / V0 V and hold for pickup at 57yZVC- 7"- Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dept Copy of plans sent ❑ Health Department, ❑ Fire Departmeq, ❑ 1 1. Index permit application for the above items numbered: W 2. Additional items required: (/ �'' / \� t/ \' \ .11, Contractor, designer, owner, was advised of the above required data by ❑ pwne, ❑ mail, ❑ Building Division counter, by Date: +` Contractor, designer, owner, was advised of the above required data by 19phone, ❑ mail, ❑ Building Division counter, byQ Date: 1,0" Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, own e , was dvised of the above aired data by ❑ phone, ❑ mail, ❑ Building Divisio counter, by Date: Plans reviewed by: Date. - , Plans approved by: Date: L g '�� Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. Tolder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. , r¢ . ._ _ . . q .. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER OF FEES DUE PROPOSED BUILDING BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ A.P. # DATE O RECEIPT # DATE REC -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES t (paid at District Office) 3. SHERIFF FEES (paid at Building Division) a Residential ...... �_ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at Districffice I , 6. THERMALITO DRAINAGE DISTRICT FEES V$ $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN CHECK✓ 111j 89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APP DATE o� Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days -from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) Ir'7J�� 1� '�ei"'+V".. �,�tvd","`3`�f..t►`v1�'`�rf„""o,' �c�p'"�;s'"Y""r'" Y'"*„F'"'`�ly�'�"ti-•tr"F="rwy.s,�`�'"'�`�-4�r.+;.r^;'��,�v►+'�r-�,�y-1 ,,_., .-S.UTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM Q} DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): ©ql - 43o — O/ 3 Property Owner (s): , r OCT Project'Location/Address: ar Subdivison Name: Assessable Square Footage: 2 �a Type of Residential Development (check one): New Development Afteration/Addition Mobile Home (s) Non -Residential to Residential r, I-- Comments:` $, r q• -7, 00 Building D,�Wsion Repre"ent.tive Date Durham Recreation and Park District (DRPD) certifies that Applicant Name Applicant Phone Number Street City j State Zip Code b =has�c°omplied with thoreq 6ireTJents of the Butte Couoty Board of Supervisors Resolution No. { ` A , `. '` i • �. -- - �. .SSS ,.. • , !. 93 - 114 by payment for square feet at $ 1.04 ,peer square foot for a total payment of $ , o �- r�, A 0 // 4 ht -,i (rx 14 6 C2 ©RPD -presentative . Date . PAID BY CHECK No.: BANK No.:. Gn -� $ q [a PAI D BY CASH: RECEIPT No-: 3--7L4 Remarks: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION School District A.P. Number r r. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) n hh Building Department No. Jurisdiction: City County Property Caner Property Location/Address Subdivision r 2 3 3 C101141je-1 Poll- Residential d Residential Development No of Living Mobile Home Units Installation Commercial/Industrial a. New Addition Lot No. f;>~' ..........................................................................:...................................... Sq. Footage 2 30 9 Addition/ *Supplemental to (Group R) Conversion Permit # '(No foundation inspection). - �. r r '+Sq. Footage 44, • M<.. (Including Exterior Roofed Areas), q'Toz� Date moor mans reviewea oy acnoof uistnct rersonneif District Identification No. DU lel4A7'11 ON I F18 -j:> School District certifies that (Applicant) , (Street Address) (Phone Number) (City) has complied with the requirements' of Resolution No Q representing o:3 /�square feet. J District Representativeb Paid by Check # Remarks: (State) (Zip Code) by payment of $� ��• �� 1 AB 2926 $ FULL MITIGATION $ ;4 F -too � •� ;• A � j, t N :; �( r Date' �,, j!„t._ � S . ,,, .. 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(x), 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), thisproject may be subject to,additionil school fees to fully mitigate its.impacl on the school district's schools. White (applicant),- Yellow '(building department), Pink (school district), feeform.x1s 110/98tdmm Y AN REVIEW RESPONSE FORM In order to expedite the review of yolitans, please complete the following * hrmarima and return this form with your re submittal this forint is not complete, as to all oocroction items. we will not be able to accepts y.Wre-submittal for inview. 'Thin must be a v, response to every item requested in our plan eortection letter. "By othuf is not considered a valid response. please indicate y response to each item and the location where the information can be found on the plans/calca. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LITTER AND RETURN WITH REVISED AND ORIGINAL, PLANS OWNERS NAME DATE: () -y' I Z S—oo ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: . .. 1-7-a:0 PLAN CHECK R 4TJ. RESPONSEBY: RESPONSE BY:� COMMENTS: I/A*A4*0 Mao LOCATION ON PLANSICALCS: PLAN CHECK ITEM 0 RESPONSEBY: LOCATION /O�N. PLANS/CALCS: COMMENTS: I/A*A4*0 C.-�'ifi•4. FV -JI � l• riT �J�%idI/.! �� Kiri. 7.W7 �'',ir? PLAN CHECK ITEM 7 WESPONSE BY: LOCATION ON PLANS/CALCS: &IIIIArt xG.I/��?-/'ct�/I COMMENTS: I'L PLAN CHECK ITEM X RESPONSE BY: 4VCA I IUN VN ruANbA AWQ• S: ITEM # SE BY: TION �7z • 2zoo Gary -Hawkins ARCHITECT Aug. 7, 2000 Butte County Building Division 7 County. Center Drive Oroville, Ca. 95965-3397 RE: Gary Boots 2300 s.f. Plan - Butte County, Ca. Plan Check No. AP # I have reviewed the truss engineering from Longfellow Lumber Co. Inc. for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements. While these documents have been reviewed to verify compliance with structural criteria, It shall be noted that the verification of exact truss dimensions is beyond the scope of our review and shall be the responsibility of others. If you have any questions regarding this item, please do not hesitate to call this office. ' rye wki.ns` Ari -h r_Prt''1V 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch@emall.msn.com September 7, 2000 Gary Boots P.O. Box 182 Paradise, CA 95967 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541_ (530) 538-2140 FAX Parcel Number: 041-43-013 Building Permit Number: 00-1912 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans,. specifications and calculations as follows: Za Flood elevation certificate does not have correct FIRM ZONE (which is A, not C), the finish r elevation is shown as six inches below grade. Correct finish floor elevation must be given in relation to both the requirement to be one foot or more above the flood elevation and in relationship to the existing grade. Please revise and return. Trusses in the truss package have not been designed as drag trusses where appropriate and drag trusses have not been identified on the truss layout from the truss company. Revise appropriate trusses. Size Truss D6 for mechanical loads from furnace. Architect of record is to provide a letter that he has reviewed and approved the truss calcs per his lateral design. In addition the truss layout shows trusses labeled S1, S2, S3 and S4 which appear to be girder trusses but are not included in the truss package. Please explain. Lbrovide lateral design for this structure where it meets the code definitions of unusually shaped - this would be where trusses are not supported on braced wall lines on all edges and your design does not meet the exception of a maximum 6 foot extension beyond braced wall line. In addition, you have a braced wall line at the interior of the living room that does not continue through the .`C) PtA� to building not is it an element any braced wall line. • X" Review of the building by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will a addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. •\ W&i The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of fees is $15.04 Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). . Provide recorded copy of Agricultural Acknowledgement Statement. 4. Provide evidence of legal access and creation deed. (Land Development division of Public Works.) Sanitation and plot plan clearance from environmental Health Department. Sincerely, Martha Whitney Plans Examiner cc: Gary Hawkins PRC -ECT PROCESSING Rk lr'UKD -A"LICANT: OWNER: PERMIT #: A. P. #: q- *: -- WORK DESCRIPTION: DATE DES ON OF STEP )0.,3 -or N RESIDENTIAL PLAN REVIEW GXIDDE.. MSCELLAAEO US • Owner: l Building Permit Number: 00 Plans Examiner: A P. Number: �/ r• 1.3 s: - GENERAL: 26Zoningrequirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. 4. Proper description of work. on the application. 5. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, Etc. l.. Other buildings or structures. 4 Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... 7. FAU & FAS road setback. X. Building or utilities across lot lines (record form). FLOOR PLAN: I. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). i3: Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7).' J3 y Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). 1/" GFCI in baths, garage, kitchen, wet Nii, and exterior receptacles (NEC 210). . Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heatiag'equipm6ht (Uh&- i n Mechanical Code 304.5). 116 Garage fire«all separation - recpred on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception 43). % Wood store location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). )X -.,-Vater closet clearances (Uniform Plumbing Code 408.5). Y. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 I r eV�RUCTURAL . DETAILS: ralqlu Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). l Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). k"Cibrestory requiring balloon framing and/or engineering. 4. Tlir6e story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. rz) L) 6. Floor construction details complete enough to construct building. _RV Jac Elevations and wall construction details complete enough to construct building. A �'Ltc"J- -�157 Roof construction details complete enough to construct building. Z 5, 0 3 C& Rafter ties or bearing ridge beam. S1 6e, I. rwJo jd Fireplace construction details and calculations if necessary. de lt4clr 11. Garage door header size(s). 12. Porch header size(s). Nf 1.3.'_Stud heights. 14. Expansive soil - special foundation design required. 15.. Retaining walls requiring design. .16.. Special Inspection requirements. 17. Header sizes.. is. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: X Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006)' 2. Guardrails (Uniform Budding Code section 509). 1-1. Brick or'stone veneer (Uniform Building Code section 1403). 4.. Ext6rior''plaster- weep screeds (Uniform Building Code section 25 06.5). 5. Roof _.pikh for roof covering (Uniform Building Code Table 15 -B -1&2,15-D-1 &2). R�o9f covering type= (fire hiiiid). F 'ijiiulon - itiprotection. 8. . I . .:z .. . . . p 3 ' 6 ' '..halls and stairways (Uniform Building Code section 1004.3.3.2). 9. T,�io. exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10,-. Uoder-floor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1 U. access and ventilation (Uniform Building Code section 1505). . Combustion air f6r fuel burning appliances = LPG requir ents. ij; §6und requirements. 14. Energy design compliance and supporting documentation. 15. Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Pdiinit conditions. 17-6. Sub -Standard Housing letter. Page 2 of 2 i 041-43-0-013' �""00-1910 BOOTS, GARY, r ;c 33 CLARK AD. , OROVILLE CONTR: OWNER ,` DEMO 1 ,4 1 1 r t 2 rJ t i 041-43-0-013' �""00-1910 BOOTS, GARY, r ;c 33 CLARK AD. , OROVILLE CONTR: OWNER ,` DEMO 1 ,4 1 1 r t 2 rJ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7.641 PERMIT- NO. (Rev. 12/96) APPLICATION AND PERMIT iee -/,?/C ASSESSOR PARCEL NUMBER , 1i-�:i::�-' i� ZONING BUILDING PERMIT OWNER i f ;ti's TELFPHON :, .7MO; SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS _ 1_'15Q1137 CONTRACTOR'S NAME Llt`Ai�; TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ -� • ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Ener Plan Checking Fee 9Y g $ $ PERMIT FEE LOT NO. SUBDIVISIONS NAMEP EL EMAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: t"' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR LESS Main Service z00A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 7" I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) p 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thoseopt visions. "_` _ rt� X C_% -•j". TM �.-� _` Date ,'; ^^ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agen��-- An OSHA permit iAequired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. s ACC. BLDS. 3.50FT. ppµgalp, ' MULTBRANCI.OUTLETITS @7,50 OWEPPARATUS a PsINGLER AOLrn� CIR. EX. OCCU OUTLET OR FIXTURES BAL @ 1.50 FIXEI Ex. Occup. OUTLETS REFS D.) E, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ .35.00 HAZ. D. FEES IMP I FLOOD COF PARCEL I PD HD ISSN This permit is hereby issued under of the Butte ounty Code and/or indic ate a ov fo whic fees have / p By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /Date V F / in ate Receipt No. -%V=��-' Z35—� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING gI ISION 7 CAunty Center Drive • Oroville, California 95965 v Telephone (530) 53 41 PERMIT -NO. (Rev. 12/96) APPLICATION AND PERMIT a10 _/f/10 ASSESSOR PARCEL NUMBER 041-430-013 ZONING BUILDING PERMIT OWNER GARY BOOTS TELEPHONE1666 SO. Fr' OCC. BUILDING VALUATION . OWNERS MAIUhG ADDRESS P.O.BOX 182, PARADISE CA 95967 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUKG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 2833 CLARK RD. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEMO HOUSE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 LESFling 800VMain Service 20OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as cwner of the property, or my employees with wages as their sole compensation, will cc the work, and the structure is not intended or offered for sale. I, as Dwner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ i have and will maintain workers' compensation insurance, as required by Section 370C of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. So 3.5QFT, r",Dµq�,pT MULTI.OUTLET CIATS @7,50 APPARATUS a sINOLE oLmFr cIR. EX. Occup. OUTLET OR FXTURES .00 BAL @ I. 0 Ex. Occup. OFUL�e S PPLN 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I Cerny that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rth.vith comply with those visions. _ _ Date Q� Signature of — ' Owner ❑ Contractor ❑ Agent An OSHA p �rmit is squired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I Po HD ISS This permit is hereby issued under of the Butte ounty Code and/or indicat a ov for whic fees have By G PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. DQa�te VV tl ere Receipt No. 50 35.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Rev. 12196) f,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroviller California 95965 • Telephone (530) 538.7541 PERMIT N0. APPLICATION AND PERMIT BUILDINGPERMITNG OCC. BUILDIVALUATION oonrTwueTTo�r uuoa LMM VAPM AOORLtf Fireplace Total Valuation i ARcmff r an 0,101114m uca+se NO. —Flina Fee = 20.00 AMCWMCT OR ela+mis UALM ADOAM Permit Fee Plan Checking Fee i VULOM �J Energy Plan Checking Fee i LiLf PERMIT FEE Whim sueoevscNsrw! P""cC""1° PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF )ff, Duplex O Moblehome O Other Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each es water heater or vent 15.00 New O Addition O Describe Work: t TYPE OF WORK model O Utilities Op limptallatiori O Other O das piping system 1 -5 outlets 15.00 Building sewer 15.00 Moble Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov on u ss xo� oR u<ss 23.00 RECEIPT # PERMIT FEE $ SRA $ SHR $ CSA 87 $ CUA $ TUA $—Heating REC $ OTHER: _ h O —✓ J. Main Service 200A TO 1000A 48.00 NEW cors T. E1Lt+o OCCUf0 OR ADONS. OWi ACC, alD4. P. 3.S2R. NtW COM T. MUM-ounET NOP0MSiD. BRAMN CIRCtM @7.50 L "D`N°11P nXr C1 9 O CIR Ex. Occup. OUTUET OR :OCTUAM 3O a 1'0° SAL .SO EX. OCCU FIXEO APPUB. OR ourxn Psm. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 M6sc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT - Filing Fee 20.00 —Cooling Hood 11.50 Ventilation Mobile Home Installation Fee I $ Energy Inspection fee = [This « 5-` CONST. TYPE TOTAL FEE _ J __-1 . r1AZ 0. Mo *A COF PARCEL PO rC 6SV permit is hereby Issued under the applicable provisions TOTAL $ of the Butte County Code and/or Resolutions to do work Indicated above for which tees have been paid. By Date �- PERMIT EXPIRES ON .i - Demolition Permits Asbestos Notification Statement Date F-Ifi-dV AP# CJC�jr Pursuant to section 19827:5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the.receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." t Attached is a copy of my written asbestos notification to the .United States Environmental Protection Agency for the demolition project located at Signature of Applicant OR I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable this demolition project. Sig plican 2/19/91 • NOTES RESIDENTIAL 'PERMIT NO. _ .041=43-0-0I3 00-1911 Cie Ll Y114 �e00TSy4GARY 2833 CLARK.RD., OROVILLE CONTR: OWNER s SHOP SPECIAL CONDITIONS CHECKED BY SRA ry FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature r 1 • I F I ' • 1 t ' 1 I f j 4 r SPECIAL CONDITIONS CHECKED BY SRA ry FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature r V= OK Sewer; Location -Test -Fall -C/O -Concrete 0 = Not OK Water; Location -Test -Easement Needed (Sketch) - = Not Applicable MOBILE HOMES ' = Not Ready: 6. Date MOBILE HOME UTILITIES (Plans) OK except #'s Well Clearance 8 Disconnect 1. Zoning Requirements -Setbacks -Easements Utility Clearance 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS .CARPORTS GARAGES (Plans) OK except #'s �.onigg Requirements -Setbacks -Easements ' ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric. rm IIs-Anchors-Studs-Rftrs-Trusses § ' g-,_ Nailing -Veneer -Stucco -Mesh R Shthg-Roofing Ext. eps-Doors-Landings raced Wall Panels Date Date p / I Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Lini 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel-Wrapped 8. Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Hir.; Vent-Access-Combustion Air Baffle 18. Water Pipe; Test & Anchor-Nail Protection 19. D.W.V.; Test Fittings & Anchor-Nail Protection 20. Shower Pan; Test, First Floor-Tub Access 21. Test Tub & Shower, Second Floor-Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance-Ins. Protection 24. Elec. Receptacles Spacing-Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mach Fasteners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground-Ait Gap -Cooking Clearance 73. _ Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes :1 No/Walks ] Yes :1 No/Planters D Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION 4 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-430-013 ZF[�yON�k. 2 1/2 BUILDINGPERMIT OWNER GARY BOOTS TZS`�b!`1666 SQ. FT. OCC. BUILDING VALUATION 625 U 11 250.00 . OWNERV0IUry�DRT82, PARADISE 95967 I"V DVf1 lO 700 C 9 100.00 CONTRA6tp{i;6ff E TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 35000 ' ' ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 216.06 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 140-4 BUILDIN(YO IS CLARK RD, OROVILLE Energy Plan Checking Fee $ PERMIT FEE $ 376.40 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IXX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _ GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W I @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 WOV OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. d ACC. BLDS. SO 3.50FT_ NEW CONST. MULTI -OUTLET . CIRCUITS @7,50 a SINGLER A 0 T.CIR. Ex. Occu OUTLET OR FOmJRES 20 @ 1.00 BAL p .so UNS Ex. Occu . onxLmErs R 0,11 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700of the Labor Code, I shall forenith cc rovisi ns Date �--_/ Signa ure of Applicant - Owner ❑Contractor 13 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST. TYPE VN TOTAL FEE $ 376.40 HAz.D_ FF s IVP 9/ X FLOOD A `OF A PARCELpp X `D X ISS E X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D to 2 6 t PERMIT EXPIRES d", 4 Da fa Receipt No. 302505/$406,10 (-29.70) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT fy�t,l r ' C UVTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL r ING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (53(538-7541 0f: V PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: D /� Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted .--------------------------------------------}--�-'-1-------- 1--------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------01/_ 0r 0'r l 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------=------ -------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engieering must4be.s dCm(on@planS-- — t //!� -- 115. Engineered truss details and layout in duplicate (required prior to'plan review No ' ZZ;111 -- - - L/ -- 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑�. Manufactured Hom(e1 data�installation instructions including Tie Down Specifications.------------------ 1 Fees of $ E/1't(7 _ ------------------------------------------------------------------ Impactfees as shown on the attached schedule. -------------------- - - - alifornia Department of Forestry plan approval/fees. 3 G - - -- - ----- ----------- ---- -- --- ------------- ❑ Flood elevation certificate. -------- --------�Ir��-u------------ ------------------------------------------ ------- -- anitation and plot plan approval "ealth Department. ----------------------------------- --- - ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the Ci ' of Biggs. ---------------------------------------- ❑ 17. Planning approval for (A) Use: ' � ` , P($��.arking11 - ------------------- ❑ 18. Contact Land Development abou 6* Improve) M ts,. ❑ Tr�ainage, ❑ Legal Parcel. ----------------- 1119. ---------------- 1 ' (i ❑ 19. Encroachment Permit for driveway �'n � ctionp'�roval p�n`� �to%ccupancy). --------------------- ❑20. Pre -inspection for j ' ' Request to Building Inspector on fl. r - � t ," 4t3�� ❑21. Contractor's license information. (Numb'r, Name tyl1,, --lasst l tion). ----------------------------- 0 22. Workers' Compensation carrier andpolicy number.--------�hh----{------------------------------------- ❑23 Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑24. I tter of signature authorization.-------------------------------------------------------------------------- ❑25: Recorded copy of Agricultural Acknowledgment Statement. ---------------------- 026. Letter of intent on building use. ------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------ 8. Existing violati ❑ons and/or expired permits. ------------------------------------------ 2 . 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ther: & Zen you iss174TT6e 't pr ce s as follows ❑ Mail too er, 0A ail to contractor. elephone'�Q I and hold foricku at offi P P plican - Copy of Haz-Mat form sent ❑Heal Department, ❑ Fire Depen , ❑ Air Pollution f Copy oplans sent ❑ Health Department, ❑ Fire Departmegt, Other: �_ ,\_ / Deliver with i Date: (Date) i 1. Index permit application for the above items numbered: ma I I , , lan Check List 2. Additional items required: V Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was ised of the above r ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: WA u Date: Plans approved by: jn&,6tN) Date: 2 • Zig 1 Sets of plans on ho d in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:. Yellow Copy - Department of Development Services, Building Division. TO:. FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Not Plan Attached ° Floor Plan Attached Sant to B.O. ! � ,7 3 G��L kJ 0-1--y 3--) 3 Owner Location AP# Plan Approved for: Sewage Disposal Water Water Su ply: Public Private Well Clearance for dwelling. Other JU ! 'K Hold final for: Final clearance O.K. for: NOTE: ., .-I 1 Environmental Health Specialist S I 36 --6 j . Date 1 '\ t,COUN7(OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovillel California 95965 • Telephone (530) 538.7541 �EAMIT NO. Rev. IMG) APPLICATION AND PERMIT COG ! i BUILDING PERMIT AILAI n1wfA VAI 1bOel ARCHff= 011 OJORA D1 MOAN No. mcwwr OR earlmis www AoORp>!. 11 1 LOT NO. •USM6113 17 NA►! I PARCEL NAA USEOFSTRUCTURE SF ❑ Duplex ❑ Moblehome ❑ Other aFeccwr TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: Flre lace Total Valuation Is Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee PERMIT FEE PLUMBING PERMIT Each Trap SoI hent pump water heater Water piping--_ Each gas water heater O—r-vst Gas piping system 1 - 5 outlets Building sewer Mobile Home I S G W 00 wing Fee 20.0 7.00 23.0'0 15.00 15.00 15.00 1 . @20.00 L,11 -� / / �( '- A J ,L4,z,J J. ArowEA NOLA0"AM S, PERMIT FEE $ Ex. Occup. ovrLETsIMio. a„ Temporary Service Mobile Home Facilities Misc. Wiring ELECTRICAL PERMIT Filing Fee 20.00 Mai . Service "OOA on LE3s 23.00 RECEIPT # t �J ��5 U Main ice 200A TO IOOOA 48.00 NEW CONST. owQLllo Occup. oR AooNs. ALC e1Ds ) a0. 3.50rr PERMIT FEE $ . SRA $ SHR S CSA 87 $ -� / / �( '- yftw wU EX-6NOF*RESIO. ArowEA NOLA0"AM S, Ex. Occup. OUnET OR FU A C11 Ex. Occup. ovrLETsIMio. a„ Temporary Service Mobile Home Facilities Misc. Wiring CUA $ PERMIT FEE s MECHANICAL PERMIT Filin TUA $ Heating Coo REC $ Hood Ventilation OTHER: 23.00 20.00 23.00 20.00 8.50 Mobile Home Installation Fee I $ Energy Inspection fee s °" `°` tq TOTAL FEE $ NAZ 0. FEE9 Y O CO P PO This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date �— PERMIT EXPIRES ON 0 0 0 0 RESIDENTUL PLAN GUIDE _ MSCELLANEO US ONLY I Owner: Building Permit Number: ©©.-1 qll Plans Examiner: A. P. Number: U 4./. GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Building permit valuation. 3. Plans signed by the designer. 4. Proper description of work_ on the application. 5. Existing violations on the property. 6. Recorded notice of violation. OT PLAN: 1 - Complete parcel size and dimensions. 2. Setbacks, side yard, easements, ktc. .3. Other buildings or structures. Grading, fills and/or drainage. Flood hazard �e Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). 7 FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform -Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code'section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet ba and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating equipment7(Unifonii Mechanical Code 304.5). 10. Garage firewall separation = ed on garage side mcludmg supporting walls and posts (Uniform Building Code section 302.4tiod#3). 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9.1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: 1. Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2 -Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). 3't Clerestory requiring balloon framing and/or engineering. 4:•' lbrei story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6: Floor construction details complete enough to construct building. 7: Elevations and wall construction details complete enough to construct building. 8:' Roof construction details complete enough to construct building. 9: Rafter ties or bearing ridge beam. 10: Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13: _Stud heights. 14. Expansive soil — special foundation design required. 15.. Retaining walls requiring design. 16: Special Inspection requirements. 17. Header sizes.. r 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 2. Guardrails (Uniform Building Code section 509). 3.s: Brick or stone veneer (Uniform Building Code section 1403). 4:- �Eiderior plaster.— weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). covering type - (fire Hazard). 7: Foa%n insulation -protection. 8. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 1Q,: Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11: Attic access and ventilation (Uniform Building Code section 1505). 12 . Combustion air for fuel burning appliances - LPG requirements. =.13: Sound requirements. 14, Energy design compliance and supporting documentation. 15: Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. = Use Permit conditions.: - 17.6. Sub -Standard Housing letter. Page 2 of 2 "° COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING fIyl y30 -0i3 OWNER: MAIL AC DRESS: SITE ADDRESS: PR( WILDING PMT. 8 PHONE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) 1. 2. 3. 4. 5. 6. 7. 8. 9. GENERAL INFORMATION: Is there a primary dwelling on the property? Is the structure already bdA under construction, or under notice of code violation? J Wit items produced in this building be offered for sale? '' Wil the public have access to this building? Wil any advertising, on or off site, be associated with the use of this bulding? Wil this building be occupied at any time as a sleeping quarters? Will this building be occupied at any time as an eating area? WuI this building be occupied at any time as a cooking area? WN this building be occupied at any time as a living area? SITE CONDITIONS: Yes: �� _ No: Yes: No: ' ' Yes: l ' No. Yes: No: �c Yes: No: Yes: Yes: No: ly Yes: No: No: No: Yes: No: Yes: No: 10. Is the structure foundation within 5' of septic tank or 10' of leach cines? I' 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify ebsting access to a county maintained road? 13. lh-tll the proposed structure encroach within any recorded easement? CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? 15. Will this building be heated or cooled? 16. Will this building have a water closetttoilet? 17. Will this building have a sink? 18. Will this building have a water heater? 19. What type of floor covering will the building have? _ 20. What type of wall covering will the building have? _ Yes: No: Yes:' No: Yes: No: Yes: No: Yes: No: Yes: No: �Y _ Yes: No: ly Yes: Yes: No: No: a ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require pyTits from the pemditing authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. O NER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTNEMAL USE REVIEWED BY: DATE: COMMENTS: 4 w; ELEVATION CERTIFICATO O.M.B. No. 3067-0677 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right comer of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE I BUILDING OWNER'S NAME STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER OTHER DESCRIPTION (Lot and Block Numbers. etc.) POLICY NUMBER • . COMPANY NAIC NUMBER CITY OROV ILLE CA STATE 95965 ZIP CODE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide•the following from the proper FIRM (See Instructions): 1. COMMUNnY NUMBER Z PANEL NUMBER 3: SUFFIX 4. DATE.OF FIRM INDEX S. FIRM ZONE S. BASE FLOOD ELEVATION 06007 - 550. C 6/08/98.` C M,AOZones,usedepth) - 327.0 7. Indicate the: elevation datum system used on the FIRM for Base Flood- Elevations (BFE): ® NGVD '29 ❑ Other (describe on back) 8. For Zones,Abr. V, where.no-BFE is provided on the FIRM, and the community has established a BRE for this building site, indicate the community,'s-BFE: I I I I I I .IJ feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Osing.the-Sevation Certificate Ilnstiuctions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subjectbuilding's reference level 5 2(a). FIRM Zones Al -A30, AE, AH; and A (with BRE). The top of the reference level floor from the selected diagram is at an elevation off I - 13 2 6 JQLJ feet NGVD `(oe•other FIRM datum—see Section B, Item 7). (b). FIRM26nes V.1-V30,.VE, and•V'(with EIRE). The bottom of the lowest horizontal structural member of the reference level from the seleeted'diagram,. is atan.elevation of l I I I IJ LJ feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I I I .LI feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. ."Ji.. (d). FIRM Zone AO. The floor used as the reference level from theb selected diagram is LLJ .0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) .elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ® No (See Instructions on Page 4) 5. The reference level elevation is based on: ® actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The: elevgon of the lowest grade immediately adjacent to the building is: L _b.� LJ feet NGVD (or other FIRM datum -see Section B„ Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I I .LJ feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of'the start of construction or substantial improvement FEMA Form 81-31, MAR 97 REPLACES ALLPREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION Oil SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections 8 and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME C . W . BACHMAN LICENSE NUMBER (or Affix Seal) RCE #16803 TITLE COMPANY NAME P.E. • BACHK9N & associates ADDRESS __T-1 364-7 Garner -Lane clTyChico - CA STATE 95973 zIP SIGNATURE p,p,�' PHONE I.VUV,5,-1999 342-4136 Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. . COMMENTS: ON " SLAB A V ZONES ZONES LEVEL FLOOD ELEVATION Vis... ., �a..i. .. V The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 ` l?3 z rn Tj lV[L CA.L1 REFERENCE LEVEL BASE FLOOD ,ELEVATION WITH ON PILES, BASEMENT PIERS, OR COLUMNS A A V ZONES ZONES ZONES ' REFERENCE BASE LEVEL FLOOD ELEVATION . ADJACENT ..' t,�•"' RE GRADE 'y+. +.2 LEVENCE ADJACENT GRADE V The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 ` l?3 z rn Tj lV[L CA.L1 REFERENCE LEVEL BASE FLOOD ,ELEVATION FA;1 Nnn�i� EIL�1�111 RES OMEN ■11001r100m smill (REPAY - 64607 - RJW / 04 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. REPAIR FOR 2' RIPPED OFF END VERTICAL. REPAIR PROCEDURE -------------------------------------------------------------------- `".) SHORE TRUSS PRE -LOADED CONDITION. =L-:!) ADD NEW WEB WITH 7/16' OSB GUSSETS AS SPECIFIED. 13) REMOVE SHORING. o�o:DGE DISTANCE, END DISTANCE AND SPACING FOR NAILS ;HALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. �;C)REMAINOER OF CUT PLATE MUST HAVE FULL WOOD TO PLATE CONTACT. (0) PREDRILL A 1/2' DIAMETER HOLE IN GUSSETS AT PEAK TO PREVENT OVERCUTS. fa 0-6""-6 NOTE: SEE DRAWING CAUSR427 00206021 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. (P-)rl-/2" PLYW00D OR 7/16" OSB GUSSETS; A WRATEDw2!/16 SHEATHING, EXP.1_,�CUL-L-ED=OF-SURFACE DEFECTS IF SMALLER THAN 24';SOUARE. MAL ONE GUSSET -TO EACH-'FACE=F�TRUSS, THROUGH ALL CHORDA —IAND`NEB`MEMBER'S_,-NI.TH6d-COAMON--WIREZNAILSZTO ALTERNATE 7FACES. tffSPACE"NAILS NO CLOSER=THAN_2 0/C—AND"STAGGER-RO145 TO PREVENT SPLITS =C-1R£LES INDICATE MINIMUM"OUANTITY=OFINAILS EACH FACE. (C)W2.SX4 2" RIPPED OUT OF END VERTICAL DETAIL 9-0-0 T8_0_0 (C)W2.5X4 CUT OFF HATCHED 1E25-6-12 —( 2I� 0-0-I AREA OF PLATE l� 15-10-3 _(_ 17-10-5 8 U' E C C) f 25-8-8 —1 8-0-0 r 2" RIPPED OUT OF END VERTICAL f ILDING A L i E s �a_so�� 3�SupPOr"ts , o v DEP T/1�1�N� R-833 " R=1127 W=3.5" R 377 W 3.5" j\ ®^ R O,/ E D OCL) PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19. CA 1 - R F Scale =.1875" Ft. *'WARNING-' TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDL IMG. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �Q,OVESSI TC LL 16 .0 PSF REF R427--22658 INSTITUTE. 583 D'OHOFRIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Ci% TC OL 10.0 PSF DATE 12/D8/()(] 3 STRUCTURAL PANELS, BOT70H CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 '(p **IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE 111STALLATIOH CONTRACTOR. ALPINE ENGINEERED AIL �e�t B C D L 7 . 0 P S F D R W CAUSR427 00343007 PRODUCTS, INC. SHALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY .FAILURE TO ly Pn BUILD 7HE TRUSSES IX CONFORMANCE WITH TPI; OR f110RICATING. HANDLING. SHIPPING. INSTALLING AND oL PIN A L P I N E BRACING Of TRUSSIS. THIS OE SIGN CONFORMS WIESTTH APPLICABLE PROVISIONON S OF NOS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG R J W / C W C ' CONXECTORSSPECIFICATIAREPMADESOi020GATASTNXA653AGR40RGAlYANSTEEIERELCEPTIASIXOTEDpD TAPPLiPI AL E CONNFCT00.S TO * s* TOT . LD. 33.0 P S F S E O N - 17106 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OH THIS DE SIGH. POSITION CORRECTORS PER /� V DRAWINGS 160 A-1. THE SE AI ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINI RING 4 V D U R . FAC . 1.25 FR0M SS Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M �`� Sacramento. CA 95828 ANSI/Ti1T1►1995N SE PA CTIONCTI AR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �l 11 SPACING 24. 0 M �� r .FlDEo�tNG-o .�� •o-sY...�_.;� ��II��iiil� �LT�t,�CO. 2000-003tE�i0 Nk ;—IIIASD %VFIEN RECORDED MAIL TO: Recorded 1 REC FEE 13.00 Ir Official Records I CONFORM .00 BUTTE COUNTY BUILDING DIVISIOX County Of I 7 COU.NTI' CE\TER DRIVE BUTTE I OROVILLE CA 95%5 CANDACE J. GRUBBS I Recorder i ROSEMARY DICKSON I Assistant I Cindy 203722 DMP �`tir� 09:06AM 19 -Sep -2000 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT C� FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included N%ithin an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor.. Butte Count}- has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessan. farm operations. All that real propem• situate in the County of Butte, State of California. described as follows: See attached for legal description Date: �� PRO TY 0 RS: 'Gary b.ts State of California ) County of Butte ) On 9-18-00 before me, the undersigned, notary personally appeared Gary Boots personally known to me (or proved to me on the basis of satisfactory evidence) to be.the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the Instrument, the person(s) or the entity upon behalf of which the person(s) acted, it A executed the Instrument. t DENISE M. PRIG WITTIESS my hand an MOW seal. QlComm, COMM. #1170838 NOTARY PUBLIC-CALIFORNIACOUNTY OF BUTTE Signatu �al: Expirot Jon, 24, 209E A.P.= O!..f (- '� 3 Q -"OI 3 d9ts=01 10-tPI- iel ZO'd Order No. 203722 - A EXHIBIT "ONE" Being a portion of the Southwest quarter of Section 22, Township 21 North, Range 3 East, M.D.B.& M., and more particularly described as follows: Commencing at the Southwest corner of said Section 22; thence along the West line of said Section, North 00° 44' 10" East, 273.9 1.feet to the true point of beginning for the parcel of land herein described; thence -from said true point of beginning, continuing North 00 44' 10 East, 273.91 feet; thence North 890 35' 40" East, 717.83 feet; thence South 18038' 38" West; 293.12 feet; thence South 890 53' 17" West, 627.63 feet to the point of beginning. TOGETHER WITH a right of way for road and public utility purposes, 60 feet in width, lying 30.00 feet on each side of the line beginning at the Southwest corner in the above described parcel; thence along the South line of said parcel and said line projected, North 891 53' 17" East, 1301.81 feet to Clark Road. EXCEPTING that portion lying within the boundaries of the above described property. Assessor's Parcel No: 041-430-013 2 ..r ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE 27361.7 certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary . j oi�ri� o %yZ=��pJ Expiration Date Commission I.D. # //7493b Manufactureres I.D. # County __i .ems State Place of execution of this declaration.U�/�p Date FNT BY: -4/-1 Signature (Firm name if any) ELEVATION CERTIFICATE O•M-g. No. 3067-0677 _ FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premiurri rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required.to respond to this collection of information unless a valid OMB control number is displayed in the upper right comer of this form. Instructions for completing this form. can be found on the following. pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNERS NAME POLICY NUMBER '• STREET ADDRESS (WudkV Apt. Unit; Suite wftr;Bktg, Number) OR P.Q ROUTE AND BOX NUMBER COMPANY NAIC NUMBER •r'`�,{•,Ff r •..-. _ .. _ , ,fY`.. K.,1. f:i._ Lim. _'VLq..Y r •i, - ..•+ �• 7A'i'1; C'T.ARK•RnAfl. .-. l '_ �.^ _ .. .. `- OTHER DESCRIPTION (Lound Block Numbers, etc) CITY CA STATE,. -95965 ZIP CODE I "p ...SECTION B' FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide-thefolltiw rtg from thsa p op ~ ( 4 • : , 1 # r z erF1RM See Instruc tions)- F t 1 OOMMUNiL�LNUMBER' *O" A'EPANELNUMBER' OFRRhI NODvC + FLOOD ELEVATION Os Zoes.usedep►• ' .•w1•+aY.'�i..,r..wefn...J:.Le+%:..:....s.4e.m a .:,gJy+..,_w::sa=l4..'ii.r«n.d-F ,..2:'iYi.9.itwsi.�CJ`.'. ..5�j.•Cd:=ii�`y.'H.s._`.cYw..�..C.•'•= ti0PAO 3270 j . `� .n . ✓, YY., .-..T•.••y.•ww-:.•-. n'✓ i M '. .• .. Y.' lwnw .�.^WY' .�`S'.4.ai •iTr rM.V? `T Indicate the elevation;daturr>rsysisriusedorrthe°FIRM..forBase<Flood;Eievatfons(BF17 ®NGVD '29- lOtheir(describe:ontrack) =8 Foc�Znnes %�'�r` k�rrocBEEIs pn�videdon �FlR�„a�id�e �mm ity has.establishedaBFEfor this building. sde,Irtd%abe ' ._:,.:the communit�r'Sr:;BFE ��`�°'+�.feetNGV..Dr.(or`othert�ll�M�datun>�see.Section_B;.Item r` � �, _1` f.+ � � ' - Er '�mrca.,tta.nx-Cj;_ ..,.&._.m..E.i . n..:s.vq+..s.... : �a.:Y�,.; �^ .a.,..; w,..a...:r � '. J ,` -'•-�.,; '� ' '^ - `� ray 7�'K�•++a-�Kr`r6�' `ys.. I_""'.��4•"�"'s^?';:1-++.s-• .r+�:....�.r `f�"`1�`”"<*'"c:'Z'_°•.r'.•" - v • Y"Px .� t i , .. . +,, � j .•.... j t-Usin_g the 6 oc r. a; n o, ns ir�cate+ the diagram numberfrom the diagrams found.ort piges 5 an 6 that best A, r t2(a) FIElM Zone �K30; Ai i &dA,(withrBFE) - _The top; o $the reference level floor. from the selected diagram is at an ele 46n .tN ..,, *r ..y,. ''1 S^ -W+- ..,-_•. -.S j':. ::_?s• ,. :. .- _. rLn, r c �f = oP 3l z_lfeet GVD other -see Section 13 Item _ _ .. , .%b)FIRM Tories�l3ET,�Van¢4E'(with: BFE)The bottom of the lowest horizontal structural member of the; reference levei'from the seleded'diagram, Is;atan elevation of d U feet. NGVD (or other FIRM datum-seeSection B -, Item 7).(c)�FIRM Zonesl4 �wrttiout BFE) The•floor used.as.the reference level from the selected diagram is W . U.feet above ❑ or ='tielow•Qf(dh@dc.one), the; highest. grade adjacent to the. building. • _ _ _ (d) FIRM. Tone AO s•The floor used, as the; reference level from the selected diagram is W . U feet above ❑ or below ❑ (check Nw. cre)�►_he highestaradaadiaceni to the building.. If no flood depth number is available, is the building's lowest floor (reference -7 t...,.4 -%Z_:. - `� level)..eleted:vain: accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 ❑ Other (describe 'under -Co mments.on.Page 2).: (NOTE. -It the elevation datum used in measuring the elevations is different than that used on the FIRM (seeSection B„Item 77; then convert the elevations to the datum system used on the FIRM and show the conversion ;,�; equation underComments ort -page 4. Elevation reference mark. used appears on FIRM:. ❑ Yes ® No (See Instructions on Page 4) 5: T,he,referenc a leve , elevation: is.based on: ;®_: actual construction ❑, construction drawings e cet.(NOTE4-Ilse:of consbucfictm amngs.monly:validif die building, doesmot yet have. the reference level floor in place, iri which tTrtifigate case this awill orUy be. valid for- the building during the course of construction. A post -construction Elevation Certificate -i.4twdlib,e�e''requrr�Te�ddonceconstttkdafiiscaomplete)< i 3+''!^nrf's #1 r�=:''�iGa •c".t17e'!r` �� i . -Z. FI feet NGVD (or other ,Thq�leraoa�th®lawestgrade Immediately adjacent to the budding is: ��.9 :,L J r. RM:Oatum-see v. ,.rG 1.,,.M."T rueitu`' .? ;r.- +t+,x'-n ,.1 �j m. ,»;r• -c. .r n _ ii ., .,., . ��-yp. p { SoiriiDil B'nrni��/ S y�"t`' 4-'j • o dog ts.Di VI V twSa=fi'a�:n'".xi�'Lw� LTc •4 Y..4re'i wr. .. "•A H..r .. m••. rs•... i % ^t�;4us ; cre t rii"'. . "' - � r =', SECTION'0 COMMUNITY INFORMATION V, - :” i tvIf'tttelcommunity offfaal"responsible_forveriiyingbuilding elevations speafies that the reference tevelzi + i ' 'ted"i �" Iscrtot°ttte�"(awest ftoo�"as'definedirTthecommunity's:ffoodplain management ordinance, the etevatiantof �"b'u MISI flour?'as.definedbythe:ordinance-is:J..U.feet NGVD (or other FlRM datum -see Section B, Item 7). 2~DateofthestarfofJcan stiiictionorsutistantial uTlprovement FEIVIAFonii8l�t,MAR9Z ,;� REPLACES ALL PREVIOUS EDI IICHS r SEE REVERSE SIDE FOR CONTINUATION ,,, � i Jc Ll'M'•ri� .. Y i•,„�( e. +T f'. 14iY±avF �'��. ...., ..`�^'� *.. r.. }. a-41 N��S��,ii� ..w SECTION E CERTIFICATION ' C: This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required.- {•' Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a propertyowner or an owner's representative *may also sign the certification. .-»•- ;.,.. �r....,..»_ Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable.fc certify to breakaway/non•breakaway,wall, ,. . enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the" Feature(s)`not ' included in the certificatibri under Comments below. The diagram number, Section C, Item 1, must still be entered. 1 cethat the information in Sections B an . - • : •, '✓. �. • . ._ ' •r=,:.;M ;ter �L ^ -,: d C on this certificate represents my best efforts to interpret the data available. •: ,; I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME`, C. W . BACHMAN LICENSE NUMBER (or Affix Seal) RCE #16803 TrTLE COMPANY NAME P.E. _..... BACH"%N & associates ADDRESS ..• _- 13647 Garner Lane - P' Chico -' SIGNATURE CA STATE 95973 aP• 31 oct,2000` PHONE 342-4136• Copies should be made of this Certificate for. 1) community official, 2j insurance agent/company, and 3) building owner. COMMENTS: J ii �•l •'' '1 CIVIC.. \Q' ,,• SLA .. F ! I r ` ON PILES.' . B �. BASEMENT .... _ µ1 _ . _ PIERS. OR COLUMNS V A A V� ZONES ZONES ZON_ES _ ZONES ZONES t . t: �t. - �_ � REFERENCE .►,,,� BASE _ Y LEVEL REFERENCE _ T Y�II FLOOD I • LEVEL BASE. FU=_ ADAACENr ELEVATION REFERENCE GMDE ADAACENr LEVEL I GRADE . w11�= IREFERErCE ....- f/ LEVEL '1 � ��ELfVAT10N'"'• t K� •� .. r. .. h k� jri i• ..:.. ' - .. .. .. 7�,.: .:: .,: is ;;:,:;:; :, }r��.c-, ••. n.::,.. .- r•: > r.. „i/: •., ...; i7:�:' :;�: A-ACENr: _ — ... _ _. _ _... • ��::Rl/ c' r "�'::r.:�C:.. Yi :`i" GRADE..:.. ,.. The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT �O. 0 6 6 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or pac aged, nor shall it be a place used,by the public. ., , ASSESSOR PARCEL NO. r `I� �� . �{ v ZONING I� OWNERS �� PHONE NOa 11� a �2 OWN DRYS LOCATION,OF BUILDING USE OF BUILDING 3 ko{"orses( f4i2 SIZE OF STRUCTURE %3(o X i _%2(0 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL ie CONCRETE OTHER (Spec'Ify) ?o -a BAa4.:; Gu� TYPE OF SIDING Poli ROOF COVERING STce(- FLOOR TYPE ()i i ESTIMATED COST OF CONSTRUCTION $ l AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT 5 SIDES V REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation _ USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any neces$ary permits, inspections, and approvals to comq(y with the uirements in effect at that time and before Date 0 l �c Signature of Fee - $ 60.00 x Receipt No. -32 g555 The above described AG Building is exempt from a bui ding per. it. FL�D PARC P. ING ISS Manager Building Di ' on By Date 5111111 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ❑ 'APPROVED Q CONDITIONALLY APPROVED ® RESOLVE PROBLEMS PRIOR TO APPROVAL 3 -oo PERMIT CLEARANCE sig-eo Permit rr: O — l q Date: Genera/Information AP#: O ti I Lt 3 b .. - 2 L3 Owners Name: C{ V`y� p f ' S Parcel Acreage: Owners Address: Building Site Address: Provertylnformation Permit Tyoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Mobile Home %SFD ❑ Residential Accessory ❑ Septic ❑ Well ❑ Other Zone District: A 67 Street & Highways Fre Prevention Date of Zoning Ordinance: Front 0 Gz_ General Plan: Side / D Development Agreement: Side, street Use Permit: •A • 7,1 Variance: Parcel Is In: Land Conservation Agreement f@ No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes t + Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone gjINo ❑ Yes, check use Floodplain ❑ No Yes Zone: __ Panel Number: tS L Watershed Protection Zone No ❑ Yes Proposed Use Complies With: 'General Plan LJ' Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainace Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fre Prevention Subdivision Ma Front 0 Gz_ Side / D Side, street •A • 7,1 Rear Height 1041111i ;m_ 141FIP7711 Septic Permit Review: Well Permit Review: �_ Permit C/earance Agriculture Atfldavit Required Designated Well Site Land Development Review: Drainage Plan (ConVDWMulti) -Iarcel Created by, Deeds Date of Creation: Deed Reference: 19 85Z o b#9 700 Parcel Frontage on Publicly Maintained Road: Compiles with County Standards for Deed Creation: Comments +1- 41-13 ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided: Legal Access Required: ® No ❑ Yes, Road Name: ❑ No ❑ Yes 7 ❑ No ® Yes ❑ No ® Yes 1 owed -4. A fLMA 3.. If ❑ Map Date of Recording: Lot: Block: Book Page:--- lditions'rhil it Must le Met Prir f rtni ❑ Verify Legal •Parcel Verify Legal Access ® Provide Creation Deed / A& 9' ❑ Comply with condition no. of approval for ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Bock 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other :eneral Comments: -AQ 1 H-4Wel T4Aatj 4NI 31 MS J0 AINI100 a r RECORDING -REQUESTED By FIDELITY -NATIONAL 7!tt1L - XND NIME.N;RECORDED 1IATL TO: r� BUTTE COGITY BUILDING DIVISION 7 C&NT1' CENTER DRIVE OROMLE CA 95%5 203722 DMP COPY of Document Recorded 19 -Sep -2000 2000-0036092 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included %%ithin an area zoned for agricultural purposes, and residents or this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited tv cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, 'noise, and odor.. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real propem• situate in the County of Butte, State of California. described as follows: See attached for legal description Date: �, / �`©� PR0 TY 0 RS: wry ots State of California ) Countti• of Butte ) On 9-18-00 .'before me, the undersigned, notary. personally appeared Gary Boots personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within Instrument and acknowledged to me that belshe/they executed the same in his/her/their authorized capacity(ies), and that by hislher/their signature(s) on the instrument, the persons) or the entity upon behalf of which the person(s) acted, executed the Instrument.t �, -� • DENISE M. PRICE WITNESS my hand an MOW seal. t» COMM. # 1170838 NOTARY PUBLIC-CIUFORNIA C COUNTY OF BUTTE Signatu al: Comm. Explros Jon, 24, 200E A.P.= _0Lf (- L( 3 n i 3 d9V = 0T TO-V'E -„Ael ZO'd Order No. 203722 - A EXHIBIT "ONE" Being a portion of the Southwest quarter of Section 22, Township 21 North, Range 3 East, M.D.B.& M., and more particularly described as follows: Commencing at the Southwest corner of said Section 22; thence along the West line of said Section, North 00 ° 44' 10" East, 273.91 feet to the true point of: beginning for the parcel of land herein described; thence from said true point of beginning, continuing North 01 44' 10 East, 273.91 feet; thence North 891 35' 40" East, 717.83 feet; thence South 18138'38" West; 293.12 feet; thence South 890 53' 17" West, 627.63 feet to the point of beginning. TOGETHER WITH a right of way for road and public utility purposes, 60 feet in width, lying 30.00 feet on each side of the line beginning at the Southwest corner in the above described parcel; thence along the South line of said parcel and said line projected, North 89 ° 53' 17" East, 1301.81 feet to Clark Road. EXCEPTING that portion lying within the boundaries of the above described property. Assessor's Parcel No: 041-430-013 2 / RECORDING RF.QUE.ti•r@D BY WHEN RECORDED MAIL THIS DEED AND, UNLESS OTIIERWISE SIIOWN BELOW. MAIL TAX STATEMENTS TO: G'IENGF.R INVESTMENTS 2691 LAKESHORE DRIVE. KLAMATH FALLS, OREGON. 97601it' 0 ' Grant Deed A.P.N. 041-430-013 The undersigned grantors) declare(S): 5 Documentary transfer tax is $ ( 1C) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at time of sale. . ( ) Unincorporated area: ! ) C)i!k%§tk -00unt-y—of BUTTE and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, LOST RIVER LAND and CATTLE INC. hereby GRANT(S) to GIENGF.R INVESTMENTS the real property in the Ckr4 L, w t A/0 0"041f7Qcounty of BUTTE , State of California, described as SEE ATTACHED LEGAL DESCRIPTION WHICH IS MADE A PART HEREOF BY THIS REFERENCE Date) September 11, 1995 Stole of %X00M)P)LOregon ) County of _Klamath ) S.S. r. On _ /_L1 /95 _ before me, Kristi L. Redd___ personally appeared _ Signawrc of Cranlor OST R ANZ& CWLERCORFORATZEI personally known to I (or proved t n un the basis of satisfactory evi- dvnce) to be. the person(s) ose na s) Is / are subscribed to the withm Instrument and acknowledge me that lie / she / they executed the same In his / her / their au ri . capadty(Ies), and.thal by his /her / their signaWrrs(s) on nstntmrnl tc perwn(s), or the entity upon lx - half of which the .un(s) acted, exeeu the Instrument. WITNESS m Oita and nificial seal. \\ Sign re_ ... ...- ---. \\ :�..._ ('I11Is area lir onicial notarial seal) MAR.TAXSTAITMENTS'IT).. G!S^'.�s —/V ✓!��(/e'is�.�X�il �s _�.1 Q✓� �__� -... ,. „ ..... . ,.., •n,;. ,�,..,.,,.;..r ...,,. {.!...! ho I'..n,nn ,a r,.::4 i un;i '!1:!; !n•.n an, v : , w:8.:nr 05-31346 95-031344 ,95-031346: Fee 1 DOC 52. 25 Recorded I CUP 1.50 (ficial Recorded- ash 62.75 •n -t " o f I Butte I Candace J. Grubbs I Recorder I 9:05am 14 -Sep -95 I PUBL XX 2 ' Grant Deed A.P.N. 041-430-013 The undersigned grantors) declare(S): 5 Documentary transfer tax is $ ( 1C) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at time of sale. . ( ) Unincorporated area: ! ) C)i!k%§tk -00unt-y—of BUTTE and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, LOST RIVER LAND and CATTLE INC. hereby GRANT(S) to GIENGF.R INVESTMENTS the real property in the Ckr4 L, w t A/0 0"041f7Qcounty of BUTTE , State of California, described as SEE ATTACHED LEGAL DESCRIPTION WHICH IS MADE A PART HEREOF BY THIS REFERENCE Date) September 11, 1995 Stole of %X00M)P)LOregon ) County of _Klamath ) S.S. r. On _ /_L1 /95 _ before me, Kristi L. Redd___ personally appeared _ Signawrc of Cranlor OST R ANZ& CWLERCORFORATZEI personally known to I (or proved t n un the basis of satisfactory evi- dvnce) to be. the person(s) ose na s) Is / are subscribed to the withm Instrument and acknowledge me that lie / she / they executed the same In his / her / their au ri . capadty(Ies), and.thal by his /her / their signaWrrs(s) on nstntmrnl tc perwn(s), or the entity upon lx - half of which the .un(s) acted, exeeu the Instrument. WITNESS m Oita and nificial seal. \\ Sign re_ ... ...- ---. \\ :�..._ ('I11Is area lir onicial notarial seal) MAR.TAXSTAITMENTS'IT).. G!S^'.�s —/V ✓!��(/e'is�.�X�il �s _�.1 Q✓� �__� -... ,. „ ..... . ,.., •n,;. ,�,..,.,,.;..r ...,,. {.!...! ho I'..n,nn ,a r,.::4 i un;i '!1:!; !n•.n an, v : , w:8.:nr A a OF 95-31346 DESCRIPTION All that certain real property situare in the. County of Butte,. Stage oC California, described as follows: Being a portion of the Southwest quarter of Section 22, Township 21 North, Ranee 3 East, M.D.B. & M., and more particularly described as follows: COMMENCING at the Southwest corner of said Section 22; thence along the West line of said Section, North 00e 44' 10" East, 273.91 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning, continuing North 0e 44' 10" East, 273.91 feet; thence Nor.t"h 09e 35' 40" East, 717.03 feet; thence South 10' 30' 30".West, 293.12 feet; thence South 09e 53' 17" West, 627..63 feet to the point of beginning. TOGETHER WITH a right of way for road and public utility purposes, 60 feet in width, lying 30.00 feet on each side of the line beginning at the Southwest corner in the above described parcel; thence al•.:-ig the South line of said parcel and said line projected, North 89' 53•' 17" East, 1,301.81 feet to Clark Road. EXCEPTING that portion lying within the boundaries of the above described property. •r. _ s�Mroc:YscY•,.cS,.cY..creS:,cY3cS�coct'.�:5?:ei..cs.�cY�cY)c;S>s•CCS1cS.cSys:sYctfcY�cs..c�.sY.c.�"ciyaY>- . - - State of OREGON On this the 11th day of September 1995 ss. County of KLAMATH before me, _ Kristi L. Redd Name of Nolaiy Public the undersigned Notary Public, personally appeared GARY HART ((S Name(i) of Sgnagyl (� I_1 personally known to me — OR — ,y ;Xi proved to me on the basis of satisfactory evidence cI to be the person(s) who executed the within instrument as _PRESIDENT OFFICIAL SEAL Cogauna tnla(s) o15nynqsl KRISTI :. REDD 1 on behalf of the corporation therein named, and acknowledged a ,T NOTARY PURLIC• OREGON COMMISSION NO. 010431 to me that )he Corporation executed it. I MYCOMWNSSIONEXMRES NOV. 16.1995 . Witness p�rV haLda�al s I� _ glwauuu1 Lemy I•ubao I�i UPTI NAL _ Though Iho inlormation in this section is not roqui-ed by law, if cony prove, wilunblo to poisons relying on the iii documont and could prove :t Neudulonf removal and realtachmont of this form to anothar document. luo u! uwnlh hwn Description of Attached Document ft 1 Title or Type of Document: _--Grant. Deod_... ,._ Document Date:.." Septembor_11, 19.95Number of Pages:.2 h e ARS v41?iv;t QE WT a Pigh"ing Divloi()m DEC t 7 >V#1 Oroville,?� ' ATTACHMENT "A" All that certain real property situate in the County of Butte, State of California, described as follows: Being a portion of the Southwest quarter of Section 22, Township 21 North, Range 3 East, M.D.B. & M., and more particularly described as follows: COMMENCING at the Southwest corner of said Section 22; thence along the West line of said Section, North 00 deg. 44' 10" East, 273.91 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning, continuing North OO.deg. 44" 10" East, 273.91 feet; thence North 89 deg. 35' 40" East, 717.83 feet; thence South 18 deg. 38' 38" West, 293.12 feet; thence South 89 deg. 53' 17" West, 627.63 feet to the point of beginning. TOGETHER WITH a right of way for road and utility purposes, 60 feet in width, lying 30.00 feet on each side of the line beginning at the Southwest corner in the above described parcel; thence along the South line of said parcel and said line projected, North 89 deg. 53' 17" East, 1,301.81 feet to Clark Road. EXCEPTING that portion lying within the boundaries of the above described property. Fidelity National Title Company OF CALIFORNIA 535 Wall Street • Chico, CA 95928 (530) 343-3716 • FAX (530) 343-4410 014 ATTN: m/Building Dept. ButteCo n Code Enforcement 7 County Center Dr. Oroville, CA 95965 DATE: July 26, 2000 ESCROW NO.: 203722 -DMP RE: Bank of the West/Gary Boots 041-430-013 An escrow has been opened with this company covering property located at: 2833 Clark Road, 18I3fl ad .c We are advised that you hold a lien on the above described property, please- forward your demand and/or conditions to release this from the property. _ Please forward your full release to this office for recordation through our escrow. Sincerely, Fidelity Na ' n I Title of California e e rice Escrow Officer (530) 343-3716 GU 8`a1a� - oSc� vJ / iI&WEmlITNlz of :wRff.APU6 'gyp LIZ.vr�-% `M RhfAtZ- A•0A•G t.Te..i �cIEb ` IAr' TU �� '� t Noy WA 5 Demand for Lien (DMND7.wpb) <li(?lllil'I'fil)1)Y: [W,my dU171: COUNTY COMENFORCGMLNI' 97-.046761 77.0 +67611 111c Fee .00 .ND WIll:N U'COR.DED MAIL TO: I Tota1 .00 Recorded I Official Records I BUTTL COUNTY County of I CODE ENFORCEMENT Butte I 7 County Center Drivc Candace J. Grubbs I Orovillc, CA 95765 Recorder I 11:55am 9 -Dec -97 I COMS XX' 3 Butic Culully Code Enforcennent 'NOTICE OF NONCOMPLIANCE (Butte County Code Section 41.6.1(h) VROPERTY AFFFCIM— Astcssor's Parcel No: 041-430.013 Sheet Address or Location: 2835 Clark.Road, Uroville, Califomia 95965 Legal Description: See Attachment A O W�R(S1 OFI� as of thadatc )f Noncompliance: Bank Of the West (Alin: Permy JaspCr), 1450 Treat Blvd., Walnut Creek, California 94596 DATE OF NONCO h IANCF' November 17, 1997 DI?SCRIPTION OF NON OMpI IANCF: I allure to obtain' hc required peRhits, inspections, and approvals for co cIlOn of a two-story single family residence. i DCC 26-1/106.1 UDC Permits Required BCC 26-1/108.1 UBC Inspections Rcquircd BCC 26-1/108.4 UI3C Inspections Rcquircd Before Use 11x: above violations shall be coam or abated by you by submitting three (3) complete sets of plturs, applying for We required permils, and paying the appropriate fees, including penalties. Afler permit issuance: and field authorization to proceed, die work fur both projects must be completed and approved by this office within the permit specified time. including the final inspections prior to occupancy. U1wa all work to WrTaa or abate the noncompliance being completed and approved by die sheeted departmenl, and paym,:nl of a Ice of $300.00, a Notice of Compliance shall be submitted to the Recorder of Bultc County for recordation pursuant to Butte County Code Section 41-6.1(k) and 41-9. DA I'li OF PIRSONAL SfiRVICF OIt MAII INC. OF WARNING N �TICG OF NONCUMI'LIANCF: November 17, 1997 Appeal was not requested. X11141:: I'tamlonl ioButte Count Code Section 41.10(a), upon recot(fation of this Notice of Noncongdiance no county pemnits, licenses or nther ttuillatxtlLs shall b..' otvolving dl s pn)paiy, unless necessary to corrector abate ilne noncompliance, wilexs o Notice of Compliance is recurded, or unl ss'h provis`ioo s of S • tion 4;-10(a) are waived by the Director of the affected County deportment. Signed by A'Vti�---`iq�'1 Dole: E. Frank Cook Buttc County Ctide fnkirccment olliccr .l'InlCol'Ufc......dilitntin .......................................................................... ' . 011111ly of I Mlle ()'I I1ieviny, lXxxsnber 9. 1997, beline me. Jill liroder A)II. personally uppcarcd F. Frank C'tH,k persunall'' knutvtl It, lite fur proved to mac ran die hn:+is t satistactuny evidence) lu be the Peron whose rotor is subscribed lu the within insnvmcnl and acknowledged In nnc that he ev.vuul w • s7nne un his audan'ized capaciw. and that by his a:gnulurc on the instrument the person, or the ent0v upon behalf of which lite per+nn 110.:d. executed the itrsUvnnent. 'a'I'1'Nli�x nn• •and nnrl u//llicwl seal. [W,my ro anon Comm. 0 t 074 W S PUBLIC • CAUFORHIABUTTE COUNTY mm. Erin ou 'int+9 I Fidelity.National Title —III I INSURANCE COMPANY 53,5,,Wall Street '6hicoN, California 95928 I YE -5 Ic 3 3 JUL26'00 3 METER C a 967 U.S POSTAGE:. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 March 22, 2001 Gary Boots RE: Request for refund PO Box 182 (A.P. #041-430-013) Paradise, CA 95967-0182 Dear Sir: Your request for a refund was received by our office.' Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have. any questions concerning this matter,.please contact me at (530)538-7541. Yours very truly, Alice Meffor Supervisor, Staff Soport ervices attachment ate Dunt LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 March 22, 2001 Gary Boots RE: Request for refund PO Box 182 (A.P. #041-430-013) Paradise, CA 95967-0182 Dear Sir: Your request for a refund was received by our office.' Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have. any questions concerning this matter,.please contact me at (530)538-7541. Yours very truly, Alice Meffor Supervisor, Staff Soport ervices attachment COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: GARY BOOTS ADDRESS: PO BOX 182 CITY Fr STATE: PARADISE, CA 95967-0182 DATE OF CLAIM: 03/22/2001 IMPORTANT: SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT CLERICAL ERROR OVER -CHARGED. (AP#041-430-013, BP#00-1911, RECEIPT #302505, DATED 08/10/00, OWNER: GARY BOOTS.) Total amount paid $2,316.40 Total amount over charged $ 29.70 TOTAL $ 29. 70 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true an as stated. Dated this day of , 20_, at Calif. Signature of Claimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that t Budget Appropriation [ ] or Specific Board Approval [ ] (Check one) for the same. Dated this day of , 2001, at Calif. Department Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTRUCTION PERMITS FUN Dept. Code Exp. Code PAYABLE FROM FU Dept Code Exp. Code PAYABLE FROM FU DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: Receipt Information: C) QS 0 Number: Date: 2JI ( o d Issued To: Amount: �. Fees Retained:. Processing Fee: $ Bldg Filing Fee: $ Plbg Filing Fee: $ Elec Filing Fee: $ Mech Filing Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ SRA Fee: $ Total Amount Retained $ TOTAL REFUND DUE $ 0 DATE: PERMIT #: ASSESSOR PARCEL 7/: OWNER'S NAME: - - / - 5z (ts C�(VL c✓ FEE (Amount and rpos ) t/ v a G� /7 BALANCE OF FEES: $ ADDITIONAL FEES: $ REINSPECTION FEE: $ SHERIFF FEE: $ CUA FEE: $ TUA FEE: $ CSA 87 TRAFFIC FEE: $ WATER TENDER FEE: $ /200.00 BATTALION 1# THERM DRAINAGE FEE IF BALANCE OF FEES OR DDITIONAL VALUATION: VALUATION: / $. ADDITIONAL VAL: $ (Check One) COUNTY (Check One) RECEIPT NUMBER: CITY OF BIGGS RESIDENTIAL COMMERCIAL 4 �g3 C nark - V y y COUNTY OF BUTTE z Iz -BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboidt Road, Chico, CA - (916) 891-2751 7 County Center briv `Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916)'.872-6307 CORRECTION NOTICE I< IeOjejehl- t 9P. , <..3 OWNER J Tf PERMIT NO - A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. .� ,r 4 Date' Inspector V REV 10/9 _ �� l��S F' r /� ✓/ ! ' I � �.�� -ACOUNTY OF BUTTE - DEPyARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Californ-m-A,95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER �/ ZONING - BUILDING PERMIT ow ERTELEPHONE_ I n n (7�►, 3- q 9 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAtIL,ING ADDD1RESS CONTR CTOR'S NAME ELEPHONE CONTRACTOR'S MAILING ADDRESS r / S Fireplace CONSTRUCTION LENDER // //f p UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS DDRESS hI^-,C I t )/ o /-Y k E PLUMBING PERMIT FilingFee 10.00 01-1241M , v r U f r+ Each Trap 2.00 Repair drainage or vent piping 5.00 d Water piping LOT NO. SUBDIVISION NAME / PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ . Utilities ❑ Instal lation ❑ Other Describe work: "T 7�»yH O c` `4� t' Q� f Permit Fee $ "Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100v OR LESS 100 AMP OR LESS /1 5.00 /0 d8 "-� Main Service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.y) OR ADDNS. ACC. BLDGS. 20 sq ft CONTRACTORS LICENSE LAW !1 f declare under penal of perjury j(Check one): y i I`am licensed under, provisions of Chapt. 9, Div. 3 of the Business license is in full force and effect. -,and` Professions bode _0Classification ��""" License No. `-� 1/ � Classification ❑ l_;,as the owner or, my employees with wages as their sole compen- sation, will-do`-ttie'work,and the structure is not intended or offered for sale. (Sec. 7044) 0 I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONT -OU LT rSR E NON-"EID BRANCH CIRC ITS 2.50 ea NEW CONSTR. POWER APPARATUS &) NON -R E5I D. (SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES_ 50 0 BAL@1 00 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID,) EA.1 2.00 Temporary service 10.00 / Mobile Home Facilities 15.00 Misc. Wirin '47:5U- " 9�fa_�.s / .an Permit Fee $ Contractor MECHANICAL PERMIT FiIIng Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. u. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County inconsequence of the granting of this permit. X Gt.L-'\;_ 7` -G; �, Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ occUP. GROUP I TYPE OF CONST. F I PARCELJ /' PO HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF�PUBLIC By Al •�at�14�r - PERMIT EXPIRES Da Date the applicable provi- resolutions to do fees have been aid. P WORKS Date :.•� ' '/,.-,.,y '{ J Receipt No. �'7 �� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PAL4C WORKS 7 County Center Drive - Orovill`lifornia 95965 - Telee $16/534-4541 APPLICATION°AND PERMIT PERMIT NO. ao -� 7 7 / A SSE S R .^ €L• IUMBER ZONING BUILDING PERMIT OW TELEPHONE J hL4OW S0. FT. OCC. BUILDING VALUATI N ' R'5 MA LINGA ESS CONTR CTORSNAME rELEPHONE CONTR R•S AI ING ADDRESS S Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee .$ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING A.DDRES PLUMBING PERMIT Filing Fee 10.00 L's Each Trap 2.00 Repair drainage or vent piping 5.00 S 1yle , vS Water piping LOT NO. SUBDIVISION NAME PARCEL MAIP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: Taewp I Y V P rmit Fee $ Contractor ELECTRICAL PERMIT Filirig Fee 10.00 Main service 100 AMP ORSLESS 00 V Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.y\ OR ADDNS. ACC. BLDGS. _ / 2¢ sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F-1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONSTRMULTI-OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS CONSTR l POWER APPARATUS &I NEW -RESID, SINGLE OUTLET CIR, NON Ex. Occup OUTLETS OR FIXTURES s �� ITLEXED APPLNS. OR jj EX. Occup.�OUTLETS (RESID,) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring ,�„ �$ S� r� Permit Fee $ Y= Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 .shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all I' ' ities, judgments, costs, and expenses which may in any way accrue agai st id County i nseque ce of the granting of this permit. X Date % a Signature of Applicant— Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition Or Construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ f TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARC PD HD 155uE, This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which D CTOR O PUBLIC By. PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date r Receipt No. (n WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 41) ') 6/// M V_91A/CSL -�/ no7s ��6 - A"�<v VIOLATION CHECK LIST A. P. # 041-43-0-013 TAddress 2833 CLARK ROAD, OROVILLE 95965 Owner Owner's Address .Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. 1 Twn gTnRy 4F AND GARAGE -AND COV AREA W/O PERMITS PER ASSESSOR TERMINAL -2,216 SQ. FT. SF BUILT. 1985 Specific Plot Plan with C/V Noted _yes no -Penalties Required 1st. Notice Sent 11/5/96 2nd. Notice Sent ate Date Comments and/or Determination 7/10/97 REAL ESTATE CALLED PEOPLE ARE LIVING IN THE SF W/O PERMITS PER T.C. 9 7s A_ X72 -7 6 o W *1 IR I In; 1� � WM_2�1 M 2 _.,_W . � wfflm� Disposition For Citation Citation _ Date (Date) Department Recommendation to Court 0 Court Action Notice of Violation Recorded (Date) a f ..Q i."..` uHe o. LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES it 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 75 TELEPHONE. (916) 538• 41 FAX: (916) 530-2140 �I June 25, 998 Ed- Bauckham 1524 Wagstaff Paradise'; CA 95969 Re: Information request of June 17, 1998 4 Dear Mr. ,Bauckham, a I have attached a general list of the most obvious problems at 2833 Clark Road. All structures on the property were constructed without benefit of permits or inspections, Is and as s evidenced by the list, there are problems with the site and the buildings that could prove to be very difficult to remedy. 1� u Complete engineered plans, building permit fees, plan check, and inspections will be required) The Building Division has also recorded a "Notice of Non -Compliance" on the property, which is a lien on the property. A $300.00 fee is required to remove this lien, after thelproperty is brought into compliance. I Should you have any questions concerning this matter, please contact Michael Vieira or Scott Rutherford of this office at the address or phone number listed above. 72r 1 Sincerely, Scott Rutherford Chief Building Inspector 6-17-98 Butte County building Inspection 7 county center Dr. Oroville, CA 95965 To whom it may concern, Ed Bauckham 1524 Wagstaff Rd. E Paradise, CA 95969 I am interested in a property on Clark Rd. However I understand that there are some Code violations against it, and some county fees owed. The Chico office said that they don't keep records on properties there, and that I would have to contact you. Since you are only open until 4:00 PM, and as it is very difficult to get off to go to Oroville during work hours, I was wondering if it would be possible to obtain a list of those violations and a comment as to what would be needed to correct them. I would appreciate any information you can provide regarding this property. I have enclosed 2 first class postage stamps for return postage. Thank you for your help. Site: 2833 Clark Rd. APN: 041-430-013-000 Sincerely, Ed Bauckham RECEIVED JUN 2 3 1998 BUTTE COUNTY BUILDING DIVISION November 24, 1997 APN 041-430-013 2833 Clark Road • Met owners representative at site (Dan Hays) at his request to review existing SFD and Accessory Buildings Construction without permits. • SFD is construction of masonry HC units approximately 6"x16", unknown if walls are grouted or contain re -bar or footings. 2nd floor of SFD is Gambrel roof section. 2nd floor is accessed by spiral stairway (non -complying). • Electrical hazards exist throughout SFD and accessory buildings. • SFD does not appear to have vented plumbing system. • SFD and Accessory Buildings have leaks at base of walls and various roof locations. • Property line: Adjacent property owner claims building is constructed partially on his property. If fence is a true indicator of property line, then he is correct. Current zoning ARMH-3 require 10' side and rear yard setbacks. • Ceiling heights in SFD at 2nd floor are inadequate in some rooms. • Garage: Approximately 24' square with 20' sidewalls and approximately 12' overhangs on 2 sides. Wall framing is 2"x6" at 16" o.c. with 1/2" ply exterior skin and horizonal siding over. Manufacture roof trusses support tile roofing. • Garage: Garage is constructed approximately 6'- 10' from retaining wall approximately 10' - 12' high which forms edge of creek. • No anchors (bolts, straps, etc.) are visible at base of walls. Posts supporting over hang has post bases, and "T" connectors at top, post footings (truncated pyramids) appear cast onsite. Items required for resolution of code violations at 2833 Clark Road APO 041-430-013 RESOLUTION. - 1. Provide survey to determine property line location. 2. Locate septic tank and leach line, obtain clearance from Environmental Health. 3. Provide engineer evaluation: A. Existing masonry walls 1. Verify footings 2. Verify re -enforcement 3. Grouting B. Existing wood framing 1. Verify adequacy of wood beams and supports 2. Verify adequacy of roof framing 3. Verify adequacy of wall framing (garage and SFD) 4. Verify adequacy of footing and anchorage (garage) 5. Verify adequacy of truss roof framing (garage) C. Existing retaining wall (west of garage) Engineer evaluation shall demonstrate structural adequacy of all existing structures. It shall include all revisions necessary for achieving structural conform. 4. Repair or replace plumbing piping / fixtures to demonstrate compliance with uniform plumbing code. 5. Repair or replace electrical service / subpanels / and branch circuitry to demonstrate compliance with NEC. 6. Provide evidence of energy design compliance. i ♦ P 7. Provide an appropriate heat source for all habitable rooms complying with UBC, UMC and Energy Regulations. 8. Install water heater in conformance with UPC. 9. Provide (3) sets of plans which demonstrate compliance with items 1-8 above and all appropriate model codes, (UBC, UPC, UMC, NEC, California Energy Regulations). 10. Provide a FEMA flood elevation certificate completed by a Civil Engineer or Land Surveyor, registered or licensed to practice in the State of California. 11. • Notes: Headroom at second floor Spiral stair access (no good). 12. Comply with any items identified during plan check. .. z q- No Zg33 CSL �.. Ili Cpl Ids_, u -T ' V- e-EUIE-e-J 6- ST7a4 TIld- C X / ST- 7-9496 G A160 - 5FD _ Ab, Ple6P.w e4<)AlEe('.�Gl�-1 tits_- ��-l�Ll�i/t% /S- P#F-rrfi-661Y ®,Aj his /o App 2 y � c� u 14(2,c_ ��2v � S r € � A-�t S /2 � o vee plhd G g--- --,RJAdti�Ye, --- C-Xre?-40c 51eltf 14041 51D(AI6 o VGe • s •� , r • •_ar. •..0 • s_.. .. ar .err... a.r-.. .. r.w _ ., _. r • + .. _ - 1. •. .. _ ... .. _ ._ : _ .. _ - - - _ �.,...... _.. 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Or A-50 lJs ��ss A-EWA// RIGA L5r,�fGiu� CoNr�v�, Ip,e o R �i�i�/G _ P�PiNG /c/ Ty proal s, cow ;acs Gd�T- �i✓/iB . cwE 7V AFILICAJ. f i God-!PL«`f-R//%fI' GA� 3nJ c�,, : r r r� t w ut neo rx c®"eum m tvjrP- ins Af.3oa6- tWO Oft -f,- APP4pRIlire 461*51 6//PCJ A6� C4(,IF t57A1C-,24 ` i, r.GL)sr--n rn �/ha-GTic� �a1 7tf�' S%dr%E b�' G�l�• 5 i1-l'o -- ... _ .. -+ t �. �. .Butte., CA, 1996-97 - 041-09.0-050, NEAL RD, CA Sheet: 1 of 1 rlrf r = -�~ county LAND OF NATURAL WEALTH AND BEAUTY .November .17', .1 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 ,Bank Of the West TELEPHONE: (916) 538-7541 Attn: Penny Jasper FAX: (916) 533-2140 1450 Treat Blvd. Walnut Creek, CA 94596 Re: Noncompliance with County Code 2833 Clark Road, Oroville, CA AP#041-430-013 Dear Ms Penny Jasper' This is a warning notice that there is a noncompliance with the Butte County Code on the above referenced property. As of this date, the following noncompliance exists: BCC 26-1/UBC 106.1 Permits Required UBC 108.1 Inspections Required UBC 108.4 Inspections Required Before Use The above violations shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and -approved by this office within the permit specified time. A Notice of Noncompliance will be recorded in the Butte County Recorder's Office pursuant to Butte County Code Section 41-6.1, unless such noncompliance is corrected or abated or a hearing request is received from you, within 20 days of the date of this letter is mailed or personally served on you. Pursuantto Butte County Code Section 41-10(a), if a Notice of Noncompliance is recorded, no County permits, licenses or other entitlements involving this property shall be issued or approved, unless necessary to correct or abate the noncompliance, or unless a Notice of Compliance is recorded, or unless the provisions of Section 41-10(a) are waived by the Director of the affected County department. A Notice of Compliance may be recorded after the noncompliance has been corrected or abated, upon payment of a $300.00 fee. You may request an administrative hearing prior to recordation of a Notice of Noncompliance. Such a request must be in writing, must be identified as a "Request for Administrative Hearing re Warning of Noncompliance", must include the Assessor Parcel number of the parcel affected, must be mailed or delivered to the Director of Development Services at 7 County Center Drive, Oroville, CA 95965, and must be received by the Director within 20 days from the date of mailing or personal service of this letter. Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. 45 cerely, _ Mic ael C. Vieira, C.B.O. Manager, Building Inspection MCV:jb 1 2 3 4 s 6, 7 s 9 to 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 23 29 PAOF OF SERVICE BY NLA I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred . My business address is: Building Division Department of Development Services - 7 County Center Drive Oroville, CA 95965 I served the foregoing (A.P. #041-43-0-013) by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 17TH OF NOVEMBER, 1997 and addressed as follows: ATTN MS PENNY JASPER HANK OF THE WEST 1450 TREAT BLVD. WALNUT CREEK, CA 94596 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 11/17/97 at OROVILLE , California. 1. Donna Sperling Office Assistant III V -1.1 - November -1.L BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 November S, 1996 Gienger Investments 2691 Lakeshore Drive Klamath Falls, Oregon 97601 RE: Building Code Violations A.P. #041-43-0-013 2833 Clark Road, Oroville This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for construction of two-story single family residence, garage and covered area. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. MCV:dms cc: Assessor Sincerely, Mich 1 C. Yieira, C.B.O. Mana er, Building Inspection Gienger investments 2691 Lakeshore Drive Klamath Falls, Oregon 97601 RE: Noncompliance with County Code 2833 Clark Road, Oroville BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 November 3, 1997 A.P. #041-43-0-013 This is a Warning Notice that there is a noncompliance with the Butte County Code on the above referenced property. As of this date, the following noncompliance exists: Failure to obtain the required permits, inspections and approvals. from this office for construction of a two-story single family residence, garage and covered area in violation of the provision of the 1994 Uniform Building Code and Sections 17922 and 18941.5 of the California Health and Safety Codes as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be 'completed and approved by this office within the permit specified time. A Notice of Noncompliance will be recorded in the Butte County Recorder's Office pursuant to Butte County Code Section 41-6.1, unless such noncom- pliance is corrected or abated or a hearing request is received from you, within twenty (20) days of the date of this letter is mailed or personally served on you. Pursuant to Butte County Code Section 41-10(a), if a Notice of Noncompliance is recorded, no County permits, licenses or other entitlements involving this property shall be issued or approved unless necessary to correct or abate the noncompliance, or unless a Notice of Compliance is recorded or unless the provisions of Section 41-10(a) are waived by the Director of the affected County department. A Notice of Compliance may be recorded after the noncompliance has been corrected or abated, upon payment of a $300.00 fee. Letter to Gienger Inve•ents RE: Building Code Violati• A.P. #041-43-0-013 Page 2 November 3, 1997 You may request an administrative hearing prior to recordation of a Notice of Noncompliance. -Such a request must be in writing, must be identified as a "Request for Administrative Hearing re Warning of Noncompliance", must include the Assessor Parcel number of the parcel affected, must be mailed or delivered to the Director of Development Services at 7 County Center Drive, Oroville, CA 95965, and must be received by the Director within twenty (20) days from the date of mailing or personal service of this letter. Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. Sincerely, 5.P Scott Rutherford Supervisor, Building Inspection 1 2 3 4 s 61 7 8 9 10 11 12 13 14 is 16 17 18 19 20 21 22 23 24 25 26 27 23 29 OOOF OF SERVICE BY 1NIRL, I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred . My business address is: Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 I served the foregoing NON4 by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 3RD • OF NOVEMBER ,1997 and addressed as follows: GIENGER INVESTMENTS 2691 LAKESHORE DRIVE KLAMATH FALLS, OREGON 97601 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 11/03/97 at OROVILLE , California. Donna Sperling Office Assistant III 3 r. •) BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 PROOF OF SERVICE BY MAIL FAX: (916) 538-2140 December 5, 1996 Gienger Investments 2691 Lakeshore Drive Klamath Falls, Oregon 97601 RE: Building Code Violations A.P.#041-43-0-013 2833 Clark Road, Oroville Dear Sir: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated November 5, 1996 notifying you that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for construction of a two-story single family residence, garage and covered area in violation of the provision of the 1994 Uniform Building Code and Sections 17922 and 18941.5 of the California Health and Safety Codes as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Letter to Gienger Investments RE: Building Code Violations A.P. #041-43-0-013 Page 2 December S, 1996 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. rely, MCV:dms Micael C1 Vieira, C.B.O. Man ger, Building Inspection 1 2 3 4 s 6 7 8 9 10 11 12 13' 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 PROOF OF SERVICE BY `' L I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred. My business address is: I served the foregoing (A.P. #641-43-0-013) Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 SECOND NOTICE VIOLATION LETTER by enclosing a true. copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 5TH. OF DECEMBER 1996 and addressed as follows: GIENGER INVESTMENTS 2691 LAKESHORE DRIVE KLAMATH FALLS, OREGON 97601 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 12/5/96 at OROVILLE , California. 1 Donna Sperling Office Assistant III LOST RIVER LAND and CATTLE INC. hereby GRANT(S) to GIENGF.R INVESTMENTS the real property in the Qy-ofi (,1- t IVO 0a-PorcRr ecounty of BUTTE , State of California, described as SEE ATTACHED LEGAL DESCRIPTION WHICH IS MADE A PART HEREOF BY THIS REFERENCE Dated September 11, 1995 State of %XMfp)0X_Oregon I County of _Klamath ) S.S. On _ �_lJ 19�_ hefore me, Kris_ti L. Redd _ personally appeared personally known lot (or Prov dente) to be the person(s) ose i Instrument and acknowledge same In his / her / their au ri their signatttra' on • nstntm half of which th.e . m(s) Acte,:, WITNESS m0and end official real 1 to bn the basis of satisfactory evi- 1 s) Is ! ane subscribed to the wllhm me :!tat he / she / they executed the ,1 cnpacity((es), and that by his / her / it Ae pemun(s), or the entity upon tv- xecuN the instrument. Signah a ./..' .. ._.. �`.�.._ �I fl his area for ollicial notarial real) MALI. rAX STNITMIiKfS TC).._(.'/.! ^ .%C!__ /! ✓_.�1t� �r'.is...._. __.Y'�f(.._.._ J.__ 1T0✓_��_ 0 5- 3 13 4 6 RECORDING REQUESTED Ill WHEN RECORDED MAIL THIS DEED AND, 95-031346: Rec Fee 9.00 UNLESS OTIIERWISii SHOWN BELOW. I DOC 52.25 MAIL TAX STATEMENTS TO: Recorded I COP 1.50 GIENCER INVESTMENTS Official Records I Cash 62.75 2691 LAKESHORE DRIVE. County of I KLAMATH FALLS, OREGON. Butte I 91601f1 Candace J. Grubbs I Reco: der I , 9:05am 19 -Sep -95 I PUBL XX 2 A.P.N. 041-430-013 ' Grant Deed The undersigned grantors) declare(S}. Documentary transfer tax is $ __ ( 7G) computed on full value of property conveyed. or ( ) computed on full value less value of liens and encumbrances remaining at time of sale. . ( ) Unincorporated area ! ) GQji A amount;sof BUTTE and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, LOST RIVER LAND and CATTLE INC. hereby GRANT(S) to GIENGF.R INVESTMENTS the real property in the Qy-ofi (,1- t IVO 0a-PorcRr ecounty of BUTTE , State of California, described as SEE ATTACHED LEGAL DESCRIPTION WHICH IS MADE A PART HEREOF BY THIS REFERENCE Dated September 11, 1995 State of %XMfp)0X_Oregon I County of _Klamath ) S.S. On _ �_lJ 19�_ hefore me, Kris_ti L. Redd _ personally appeared personally known lot (or Prov dente) to be the person(s) ose i Instrument and acknowledge same In his / her / their au ri their signatttra' on • nstntm half of which th.e . m(s) Acte,:, WITNESS m0and end official real 1 to bn the basis of satisfactory evi- 1 s) Is ! ane subscribed to the wllhm me :!tat he / she / they executed the ,1 cnpacity((es), and that by his / her / it Ae pemun(s), or the entity upon tv- xecuN the instrument. Signah a ./..' .. ._.. �`.�.._ �I fl his area for ollicial notarial real) MALI. rAX STNITMIiKfS TC).._(.'/.! ^ .%C!__ /! ✓_.�1t� �r'.is...._. __.Y'�f(.._.._ J.__ 1T0✓_��_ ATLH i OF 95 -31346 - All that certain real property situate in the County of Butte, State of California, described as follows: Being a portion of the Southwest quarter of Section 22, Township 21 North, Range 3 East, M.D.B. & M., and more particularly described as follows: COMMENCING at the Southwest corner of said Section 22; thence along the West line of said Section, North 00' 44' 10" East, 273.91 feet to the true point of beginning for the parcel of land herein descr?bed; thence from said true point of beginning, continuing North 0' 44' 10" East, 273.91 fret; thence North 89' 35' 40" East, 717.83 feet; thence South 18' 38' 38" West, 293.12 feet; thence South 09' 53' 17" West, 627..63 feet to the point of beginning. TOGETHER WIT11 a right of way for road and public utility purposes, 60 feet in width, lying 30.00 feet on each side of the line beginning at the Southwest corner in the above described parcel; thence al—ig the South line of said parcel and said line projected, North 89' 53' 17" East, 1,301.81 feet to Clark Road. EXCEPTING that portion lying within the boundaries of the above described property. State of OREGON On this the 11th day of September , 1995 ss. County of KLAMATH before me, _ Kristi L. Redd Name of Nolary Puob[ the undersigned Notary Public, personally appeared GARY HART Namefal of Sgnen+l I_I personally known to me - OR - IXi proved to me on the basis of satisfactory evidence to be the person(s) who executed the within instrument as _PRESIDENT OFFICIAL SEAL Calolmu falafel of Sgrw+pl KRISTI -- REDO i on behalf of the corporation therein named, and acknowled ed NOTARY PURLIC • OREGON p g i� r(IMMISSION NO. 010431 tom that a corporation executed it. MYCOMM'SSIONEXPIRES NOV. 16.1995 + Witne S hand and o Ictal S 1 !lyi„nlu,n nl Inlmy Pn111M: OPTI NAL Though the information in this sochon is not roqur.od by law. of rnny prove wfluablo to persons relying on fho ' documor,t and rould provorf fraudulent removal and renttachmont of this form to annfhor docutnonf. Description of Attached Document Tillo or Type of Document: __ .Grant Deed. _ .. ._ _...... . Document Date: September. 11 , 1995 ._ . _ ... ...._..... Number of Pages:2 ter' Bank of the West Attn: Penny Jasper 1450 Treat Blvd. Walnut Creek, CA 94596 Re: Noncompliance with County Code 2833 Clark Road, Oroville, CA AP#041-430-013 Dear Ms Penny Jasper: utteCo, L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 19161 538-7541 FAX: 19161 533-2140 This is a warning notice that there is a noncompliance with the Butte County Code on the above referenced property. As of this date, the following noncompliance exists: BCC 26-1/UBC 106.1 Permits Required UBC 108.1 Inspections Required UBC 108.4 Inspections Required Before Use The above violations shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. A Notice of Noncompliance will be recorded in the Butte County Recorder's Office pursuant to Butte County Code Section 41-6.1, unless such noncompliance is corrected or abated or a hearing request is received from you, within 20 days of the date of this letter is mailed or personally served on you. Pursuantto Butte County Code Section 41-10(a), if a Notice of Noncompliance is recorded, no County permits, licenses or other entitlements involving this property shall be issued or approved, unless necessary to correct or abate the noncompliance, or unless a Notice of Compliance is recorded, or unless the provisions of Section 41-10(a) are waived by the Director of the affected County department. A Notice of Compliance may be recorded after the noncompliance has been corrected or abated, upon payment of a $300.00 fee. You may request an administrative hearing prior to recordation of a Notice of Noncompliance. Such a request must be in writing, must be identified as a "Request for Administrative Hearing re Warning of Noncompliance", must include the Assessor Parcel number of the parcel affected, must be mailed or delivered to the Director of Development Services at 7 County Center Drive, Oroville, CA 95965, and must be received by the Director within 20 days from the date of mailing or personal service of this letter. Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. _ S'cerely, _ Mic ael C. Vieira, C.B.O. Manager, Building Inspecyion MCV:jb 1 2 3 4 s 61 7 s 9 10 11 12 13 14 15 16 17 Is 19 20 21 22 23 24 25 26 27 23 29 WOOF OF SERVICE BY AM I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred. My business address is: Building Division Department of Development Services - 7 County Center Drive Oroville, CA 95965 I served the foregoing (A.P. #041-43-0-013) by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 17TH OF NOVEMBER, 1997 and addressed as follows: ATTN MS PENNY JASPER BANK OF THE WEST 1450 TREAT BLVD. WALNUT CREEK, CA 94596 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 11/17/97 at OROVILLE , California. Donna Sperling Office Assistant III s1196 116 1 � ► `VI- 10o�. � ',�C., '►1t)I'l Ikc?b 715 93�5'l14 f� SEs WE. a414560l3 QA2f.�L iS rm if1C.l.p'UQ�P- TD Nei Jl .\l of�1-lE S �v�- i I� �1 ask � ti �D"sI aQu, Aem�� ►�rs ��sc C (TA84�6 W/I rl VIOLATION CHECK LIST A. P. # 041-43-0-013 TAddress 2833 CLARK ROAD, OROVILLE 95965 Owner GEiNGER Owner's Address .Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. 1 TWn gTnRv RF ANn GARAGF•AND COV AREA W/O PERMITS -PER ASSESSOR TERMINAL 2,216 SQ. FT. SF BUILT.1985 Specific Plot Plan with C/V Noted _des no Penalties Required 1st. Notice Sent 11/5/96 2nd. Notice Sent ate ate Comments and/or Determination 7/10/97 REAL ESTATE CALLED PEOPLE ARE.LIVING IN THE..SF W/O PERMITS. PER T.C. Disposition For Citation Citation Date (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) BUTTE COUNTY DEVELOPMENT SERVICES 7 County Center Drive Oroville, CA 95965 (916) 538-7601 FAX (916) 538-7785 a37��49�b f�#: 510 9.39 5'l14 from: date: subject: pages: NOTES: FV-MC01,\ Juu� 4gq'1 VIDLAIIWA LESS I Fi\jr= (s) drd ip BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 PROOF OF SERVICE BY MAIL FAX: (916) 538-2140 December 5, 1996 Gienger Investments 2691 Lakeshore Drive Klamath Falls, Oregon 97601 RE: Building Code Violations A.P.#041-43-0-013 2833 Clark Road, Oroville Dear Sir: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated November 5, 1996 notifying you that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for construction of a two-story single family residence, garage and covered area in violation of the provision of the 1994 Uniform Building Code and Sections 17922 and 18941.5 of the California Health and Safety Codes as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Letter to Gienger Investments RE: Building Code Violations A.P. #041-43-0-013 Page 2 December 5, 1996 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. MCV:dms . ncerely, 1 C1 Vieira, C.B.O. r, Building Inspection I 2 3 4 s 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2s 26 27 28 29 'ROOF OF SERVICE BYOAIL I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred. My business address is: I served the foregoing (A.P. #641-43-0-013) Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 SECOND NOTICE VIOLATION LETTER by enclosing a true copy in a sealed envelope and depositing said envelope in the United States .snail with postage prepaid on 5TH. OF DECEMBER 1996 and addressed as follows: GIENGER INVESTMENTS 2691 LAKESHORE DRIVE KLAMATH FALLS, OREGON 97601 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 12/5/96 at OROVILLE , California. r Donna Sperling Office Assistant III CZ Gienger Investments 2691 Lakeshore Drive Klamath Falls, Oregon 97601 RE: Building Code Violations 2833 Clark Road, Oroville u He ouni BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 November S, 1996 A.P. #041-43-0-013 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for construction of two-story single family residence, garage and covered area. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary 'compliance with the Butte County Code. However, you should be advised that Butte County has' an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, MCV:dms Mich 1 C. Yieira, C.B.O. Mana er, Building Inspection cc: Assessor 44 41-43-13 Danny Crafton p ° •700' off W/S Clams app 300' N of But to College Campus Drive, Oroville Permit # 2204-8 E(temp 4le t f well & lot dev.) nfut "°4 .�d��a/ ontr :- _ Coo .er _ ec _ Parddis� P" P � v o je- s;, •. ri ., -- .*sem-.,ty. ` 67 WPB. r"•. _t k'Y. b � � . �h. • * 1.-"d' y^��i -4 �� 4 a:,. .v �. �.�. a Y _ � p^� _ � 'T'..4:a'�a re'^-.�,�-.:A73. _ ,i p ..s.� F ��I'4i � }_i '�.+C_, _ _ '�.•" q� �. .. w� f � 71 r 4-S ZNA .-. .,'� .. - ,.- CF � •3� � �:+ 4 yry. !'f w � M ,!-•tl .yam � '� r <i - ri.� a-� ctI BUTTE C06NTY. DEVELOPMENT SUC A@@Q84 I lillllll l I IIIII IIIII III I IIIII IIII IIII Nl,RIO 11/25/97 8; 1,5 A 35MM DU V6 *L244912* CIW.I.' 35MM b&P-AX6 TIME IN TIME PROMISED 1. -1761198 035 ROLL FILM - LIMIT 1. - - - REPRINTS)ENLARGEMENTS FRAMES FILM TYPE ISO' SIZE NO..OF - NEG. NO. QUAN. 2.6 5 EIKODACOLOR 0 100 0 -DISC NEG. STRIPS [1,15 OFUJICOLOR 0 200 0 110 OREPRINTS, 0 20 0AGFA f]r' 400 [] 1000 0 126 JET 135 ❑ 5X7 0 24 -:'[]KONICA 0 IX240 ❑ 800 025 O3M1 ❑ 8x12 036 -e QTtiER NO. OF PRINTS ❑ 11x14 1140 MADE 0 PANORAMA SPECIAL INSTRUCTIONS lilll7ll'IC�IIIflIIi�IBIYII 8 N2 I. NO. nim: ,"4- - , .-i N2 UANAVa@sem _, AMOUNT 2.6 5 4.29 Tax3" 7'. 4 5 THANK Yout , It.has been our privilege to serve you. O O ac I W. ................................... ............. ..... PHOT.._ , ................ 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