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HomeMy WebLinkAbout078-340-036c_ PERMIT#97-83AG 5'!' koI 1 BLEHM®Berle G. PERMIT#97-0439 BLEHM, Berle G., 3120 Foothill Blvd., Oroville Ag Ex Permit -Machinery Stg 3120 Foothill. Blvd., Orgvi.11e MH �! PI 91 SUS -97-0540' 44 BERLE G BLEHM 3120 FOOTHILL BLVD, OROVILLE (MHI/97-439) 078-340-036 06-1036 BLEHM, LOLA ��AA 3120 FOOTHILL BLVD, OROVILLE Cont: SUN POWER ROOF-MNTSOLAI�S-./D.O� C) [in rt STATE OF CALIFORNIA S BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSI NO AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM DIVISION WHEN RECORDED MAIL TO: NAME BUTTE COUNTY BUILDING DIVISION ADDRESS 7 COUNTY CENTER DRIVE CITY, STATE, ZIP CODE OROVILLE CA 95965 Y I ILII IIIIIII III IIIIIIIII IIIIIIII III I 2015-0006929 Recorded I REC FEE 19.00 Official Records I County of I CONFORMED COPY 1.00 CANDACEu�. GRUBBS I County Clerk-Recorderl I MM 11:33AN 04 -Mar -2015 I Page 1 of 2 NOTICE OF MANUFACTURED HOME, MOBILEHOME OR COMMERCIAL MODULAR - INSTALLATION ON A FOUNDATION SYSTEM Recording of this doeunrent by the enforcement agency indicates compliance with California Health and Safety Code Sadbn 18561(a). This document is. evidence that the eMorcernent agency has Inspected the installation and issued a Certificate of Occupancy, form NCD 5130, for the unit described herein, upon Ihp real proporty demAbed with coRainty dctow, as of the date of reeordag. When recorded, this docunwnt Shall be indexed by the county recorder to the named ower of the real property and 6WI W deemed to glue constnxAve notice as to its contents to all persons thereafter deaUng with the real property. ALL INFORMATION BELOW MUST BE ENTERED BY THE ENFORCEMENT AGENCY PROPERTYINFORMATON BERLE G BLEHM Rix irtOPOlTV Owen mm" 3120 FOOTHILL BLVD NAM SS OROVILLE BUTTE rA 95966 arf COurnr STATE a+eaol 3120 FOOTHILL BLVD e{SFALIATM AmR03 prdnt m OROVILLE BUTTE CA 95966 art COIN" STATE zp COOS OWNER INFORMAL BERLE G BLEHM WTOWW prdo ptw0 jvw4L rte %Min 3120 FOOTHILL BLVD to UNGADDRESS OROVILLE BUTTE CA 95966 CITY COWN STATE ape= ENFORCEMENT AGENCY INFORMATION BUTTE COUNTY BUILDING DIVISION EM►0401004Ao9K7ISS" PUNT rrd CIRMICJATE OF OOQAJWCV 7 COUNTY CENTER DR AVAM ADDRESS OROVILLE BUTTE CA 95965 CIT: OOLRRr STATE bpom B15-0446 1530 538-7601 www 6utmrNo. TlirfRMENAM Me NC 01F UNIT LIENNUDERM RELEASE, ORCOMM TO06TALLAIM ATT D -SEE REVERSE IS ATWiE 'OF EN ENT AGENCY OFFICIAL DATE DEALER-11"EQ-1 O NONE DMUtWAX pled •MWNALY %%0Nn NONE amutucDISEMAM NONE DEAIatEtA4aiESSAOORESS NONE OUT STATE av cm NIMUFACTURED KOMEANO®IL.EHOMElC70MMERCIAL MODULAR UNIT 2gSCRIPTION 09534 FLEETWOOD HM INC 5522L 1997 WKIFACTdVftKALE W06LI4"INAUR eM UFACTU EDATE CAFLV 17A/B 19929SC12 SMA M"Mm BUTTE 52'X25'-8" RAD995356/7 COT rte. LEM M&MIN CAvOt{iatyWWLABELNA6F M 078-340-036 8606802 MAR 2 7 2015 ASSESSORS PARCEL MweER MCO REOSTRAr" MoL RAIew tAoo►Aalaln ai.Mtotrrl REAL PROPERTY LEG_ AL DESCRIPTION DEVELOPMENT SEE ATTACHED SERVICES pSTRtayTION - OVMO W Gant Rooecadr. ane Cour N HM.. One GM b Asoft?k OW Capt to E C*M*eMALAgpMyr HCD 433A (Rev. 10201 1) GENERAL GUIDE AND INSTRUCTIONS ON REVERSE •4: Order No.: 1-5952SCW ' LEGAL DESCRI77TION t ' EMZBIT "ONE" All that certain real property situate in the County of.Butte, State of California, being more particularly described as, follows i it ALL THAT PORTION OP 'LOT 3 :0` AS' -''+ , u ;.':::: `• ,, SH01QN'OITi:TNAT %ERTAIN..1w.'$E riv.Lw, .OFFICIAL 0 .:, MAP OF OROVILLB':�•.FRVIT.LANDS UNIT'NO: 6.`,::::W,HxCH.bIAP;:i4A8,;R8CORD$D THS OFFICE OP THE RBCMRR OP' THS COONTY OF BUTTE STATE':,.OF, CALIFORNIA, ON , " :.. MARCH 8, 1929°t ' IN BOOK ' 10 'OF. 'MAPS', "AT:' PAGES''``3A ":iA; `"AND` 5Ay' 4P73I(9[ SAID PORTION IS DESCRIHBD BEGINNING AT 4 POINT ON NORTHEASTERLY.L . :.:::.. ; .. 0 y ; SAID POI27T . I,N$..;QR,..SAIb,,:LOT:•.3A. SEIN('LOCATYsD.N'.OROVxLLE.OARDh1:RAtCIi:•72RAD.:.AND.:.ICAR..;ypZ�}.;.EAST, :..... 177.65'.'F&8T S.QUT°H;:;31°;'07aEA81•t,.:42 35•,MT. DISTANT:`:�ROM:';•'PHE' MDST, iil' :': i:' .:,• , NOATi7ERIiYr: • ANq . ':: CORNER :OF•: BALD LOT 300,: D. PDIRT- BEING.: THB:•Mt)ST EASTERi;Y. ;CORNER' OZ IHAT.: CERTAIN . TRAC`r:.OP.;.LAND-'DESCRIBBED :IN::TIiE::DEffi (BROM:<IRVIti':17,e•`•Fi1.S5 WIPE, 4�Q•.FRBDi,':A. 8$RNARD 71ND:°WSFS,..:DATSD NOVS[�BR 30; °198' AND: RECORDED :DI3CEMBl;R 1, 19x5 IN••BOOK 406 OP 13UTTE, 'OFFICIAL''RECORDS'� 'AT'PAGE 1827. THENCS ALONG THE SAID. OROVILA GARDEN RANCH`ROAD AND AI.QNG THE NORTHEASTERLY LINE OF SAID LOT..30.D SOQTi[.'33° 07': BART. 245.78 PSET:•TO THE:MOST EASTERLY CO]tNBR OF SAID, LOT 300i' JRCATBD YN.OROVILLS.QARDSN RANCH ROAD. TH}3NCE ALONG = .. THE SommASTFRLY I.INB'OF SAID LOT 300, SOUTH S20 32' NEAT, 216.30 FES°!' TOA POINT THEREON,• WHICH'IS` THE'•MOST EASTERLY CORNER OF. THAT' CERTAIN TRACT OF LAND DESCRIBED IN AND DESIGNATED AS PARCEL ONE IN THE DEED FROM IRVIN C. VOSS AND WIPE, TO DONALD L. HILL AND WIFE, DATED MARCH 2, 1949 AND RECORDED MARCH 3, 1949, IN BOOR 497 OF BUTTE COUNTY OFFICIAL RECORDS, 'PAGE 59) THENCE i NORTHEASTERLY ALM THE EASTERLY LINE OF SAID HILL TRACT, 290 PERT, MORE. OR LESS TO THE MOST NORTHERLY CORNER OF SAID RILL TRACT AT A POINT IN THE SOUTHEASTERLY LINE OF THE TRACT OF LAND DESCRIBED IN THE DEED TO BERNARD AFORESAID; DISTANT THEREON NORTH S2° 32' EAST, 330.0 FEET PROM THE MOST SOUTHERLY CORNER OF SAID BERNARD TRACTt THENCE ALONG THE SOUTHEASTERLY LINE OF SAID BERNARD TRACT -NORTH 520 321 EAST, 25.00 FEBTF THENCE NORTHEASTERLY 120.0 FEET, NORTH OR LESS, TO THE POINT OF BTOXMING, PARCEL II e A PORTION OF ABANDONED OROVIMB OMEN RANG( ROAD LYING BASTHRLY OF A PORTION , OF LOT 300, AS SHOWN ON THAT CERTAIN MAP ENTITLED, OOFFICIAL MAP OF OROVILLE WYANDOTTE FRUIT LANDS UNIT NO. 6", WHICH MAP HAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 8, 1929, IN BOOR 10 OF MAPS, AT PAGES 3A,. 4A, AND SA, WHICH SAID PORTION XS DESCRIBED AS FOLLOWS: 8E0I11NING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 300, SAID POINT BEING LOCATED IN OROVILLB GARDEN RANCH ROAD, AND LOCATED SOUTH 370 24' EAST, 177.65 FEET AND SOUTH 310 07' BAST, 42.35 FEET DISTANT FROM THE MOST NORTHERLY CORNER OF SAID LOT 300, SAID POINT BEING THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THS DEED FROM IRVIN C. FOSS AND WIFE, 70 FRED A. BERNARD AND WIPE, DATED NOVEMBER 30, 1948, AND RECORDED S};:; ''. i �' 'i?i '.:: ': ::? •' :: • .::.}: � : � •�: ?'•� '::: ;:p:. :y:++• ::::i 'i: •:: :;:j K. T: Owner's Name: �e l'le �. o6%'4. 2. Assessor's Parcel Number: ' 0�3 G #50 _e8 6. 3. Installer's Name: ` r 4. Is the site currently under permit? Yes[.V No[ ) Permit No. 99 o 9 5. Is the site an existing site?-, Yes[ ' ] No[1l ] '(If yes, 'furnish two plot plans).. 6. What is. the electrical rating of the mobilehome? . /00 Amperes: 7. What is the mobilehome site circuit breaker rating? Amperes: 8. What is'the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the mobilehome site? Yes[- ] No[X] If it is, what is the rating?. - - Amperes. r 10. Is there any other electric load -to be served by the mobilehome site electric servicer (i.e. well, garage etc.)? Yes[ • ] No[ ] If yes, please identify the load and•size: a) The mobile home site: a Load- ton Amperes- b) The main servicer Load - Amperes 11. Type service at mobilehome site: Natural yP of gas (X] Propane[ ] None(: ] _ 12. Size -of gas pipe at 'the mobilehome site from ;the meter or tank: inches. 13. What is the gas pipe length from:the meter or tank to the. mobilehome? 14. What is -the mobilehome gas demand?' 116-6,000 T. U. *(This information is not required' if the pipe length is less than,6 feet .on natural. gas or, less than 50 feet on propane). - THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO • PROCESS THIS PERMIT APPLICATION : 8 BUTTE COYNTY ' APPMOVDE. May 1995 8.5 ' e� Mobilehome Manufacturer: %he.fWcgoC( Manufacture Year: 9 If other than single wide, furnish Setup Model Number:�— Width: J G (ft.) Length: 5 1�- (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ]. Other: SUPPORTS: Concrete block[ x] Other: On f, -G / f� n�'6r- Tic-<Ydw Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line I Line 2 Line 2 Main Beams Line2................................................................................................ ine 2. Line 1 Line 3 Line 2 ................................................................................................ Main Beams Line 2 ................................................................................................ Line 1 ............................................Eine ine S Tag or Triple ine 4 1 Line 1 Piers: Size minimum: r i x Spacing maximum: I t` From ends -maximum] C` Line 2 Piers: Size minimum: [/.I ] x [3o ]. Spacing maximum: 1 G ` G ` From ends -maximum] d ` Line 3 Roof Loads: Size minimum Location (from front) - Line 1 Openings Size minimum: [/a ] x Py ]. Each side of openings with width over: ` 0 D, Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` 1yr 3 Nx30 JYV30 jV 30 Xxj0 ,0 1 /& , 33` /„ jP Sa ' Line 5 Roof Loads::; ;Size minimum:.z Location (from front): { i OVER COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO 7 County Center Drive-;<Orovilfb, Californiai'95965 - Telephone (916) 538-754 JERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT _ ASSESSOR PARCEL NUMBER 036-450-036 r ZONING BUILDING PER �{ OWNER BERLE G. BLEHM TELEPHONE 9 4-1443 SQ. FT. OCC. BUILDING VALUATION 1334 72 036.00 OWNERS MAILING ADDRESS 2400 NEVADA AVE - OROVILLE, 95966 CONTRACTOR'S NAME T irNE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 91812 $ 259.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3120 FOOTHILL 'BIND Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL P PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE OX SF ❑ Duplex ❑ Mobilehome ❑X Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities EN Installa�t' n ❑ her ❑ Describe Work: 2 BEDROOM _ (��) /` a Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos oa LEss 23.00 LICENSED CONTRACTOR' �DECLAR TION I hereby affirm under penalty of perjury that I am licensed un er provisions of Chapter i . 9 (commencing with Section 7000) of Division 3 o the Busine s and Professions Code, and my license is in full force and effect. License Class LIC. E OWNER -BUILDER DECL ATIO I hereb affirm under anal of er'u th t I am exem f the Contractors License y penalty perjury ry Law for the following reason: �d 1, as owner of the property, or my emplo es with wages as their sole compensation, will do the work, and the structure is n t intended or offered for sale. ❑ I, as owner of the property, a exclusiv y contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. B iness and Professions Code for this reason Main Service 200A TO tOOOA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. B.S. SO 3.5Q�_ NEW CONST. MULTI.OUTLET NON-RESID. ANC c C @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAS @ t.50 Ex. Occu FIXED APPWS. OR p• OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATIO ECLARATION 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.) ❑ 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 forthw' comply with th se provisions. X L?.�- t.— Date _3' /,9 , Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is requiro for excavations over 60" deep and demolition or construction of structures over 3 tor' s in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTA FEE $ 555,./35 HAZ. D. FEES IM FLOOD A CDF ARCS PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. 1 23 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT COUNTY OF BUTTE- DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION �7 County'Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT .. ASSESSORPARCEL NUMB.q� 0 '14L - 'tS0- 03& ' >> ZONING; BUILDING PERMIT -`•'' —7sz GADDRESS SO. FT. OCC. BUILDING VALUATION 3 ly 2106 nTE^LEPHONE OWNER'S MAIUNO' ��i�E 04 CONTRACTOR'S NAME TELEPHONE ' 53SG-�s�f3 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER ,Vo t<E Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ �o BUILDING ADDRESS 3/10�mmT�/�-G �t-i> Energy Plan Checking Fee $ $ PERMIT FEE LOTNO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome VOther I � sPEclvv Solar or heat'pump water heater 23.00 Water piping 15.00 /S',QO Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel O Utilities Installation ❑ Other O Describe Work: Gas piping system 1 - 5'outlets 15.00 / Building sewer 15.00 )j Mobile Home I S I G1 W @20.00 PERMIT FEE $ GS•OQ ELECTRICAL PERMIT Filing Fee 20.00 600V OR Main Service 20OAOR LESS 23.00 .0(9 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.6 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. ❑ 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. O 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.) ❑ 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 forth ith comply with those provisions. X Date _3 "�O " 9 _ Signature of Applicant -�f Owner O Contractor O Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in'height. Main Service TO 46.00 CCU000A NEW CONST. DWEWNG OCCUP. SG W:0 OR ADONS. ( 8 ACC. S.3.50FT. NEW CONST. MULTI.OUTLET NON•RESID. @7.50 PSINGLE OUTLET OWER APPARATUCIRS . 10 o 1.00 EX. OCCU OUTLET OR FIXTURES BAL @ .SO Ex. Occup. OUTTLEEDTS(RESID.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEl= S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ SSS- HA2. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. 0 / WHITE-D.D.S.-B.D. CANARY - ASSESSOR PINK -INSPECTOR GOLDEN ROD -AP PLICANT yn . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE-'OROVILLE, dAL`Wft IIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATIONDATA SHEET OWNER: Ad f (e e ASSESSOR PARCELNUMBER: - 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 ssuance: Date Received By ❑ 1. All items have been submitted----------------------------------------------------------------------------- Plot plans, 0 sets, signed by the preparer of plans. ---------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- . Engineered plans04 sets, with wet signature on plans. All engineering must be shown on plans. ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- - 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. 7— ---- --------- ------ ----------------------------------- 2. California Department of Forestry plan approv Ufees - ❑ 13. Flood elevation certificate. ----------------------- ----------------------------------------------- 04,4. Sanitation and plot plan approval 1"0 Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. tlanning approval for (A) Use: (B) Parking: ,,/------------------- ontact Land Development about ❑ Improvements, ❑ Drainage, Ud Legal Parcel. ----------------- ncroachment Permit for driveway (construction approval prior to occupancy). --------------------- .re-inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ---------------------------- .024. Letter of signature authorization.----------------------------------------------------------------------. 645. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------------- 026. Letter of intent on building use. ------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.-----------------------------------------------------------------. ❑ 8. E_xi�sting violations and/or expired permits4C$-_C- When --------------------------- -- -- - - VAH6.f,.f�'433 A.H. Title, CTD $ o01A, -tctf( M� f----------- �❑30. Other: M 3-- au -- e3 1 23 3-22-9-2 9-/-3 , �7 (Date) you issue the permit,rocess as follows 11 Mail to owner, ❑Mail to c tractor. Telephone �� and hold for pickup at 0K Q t-', Al ffice. ❑ Deliver with inspector. Applicant: D 3-/0 ' Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department. ❑ Other: ,� I bate: By: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: 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, w advised of the above required data by ❑ phone, ❑ mail, ❑ Building D'visi dcounter, by Plans reviewed by: Date: - Plans approved by: ` Date: Sets of plans on hol in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. USE 8�LY, d Plot Pti—nAt-tache Floor Plan Anachad Sent to B TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Fe=?� C- 16. 0 3 6 3/d-0 Owner Location AP# evgge Di s Plan Approved for* 0,6 I'S al Water Supply:, Public Private Well A Icr — Clearance for c;,– dime,14W. Other liz- Hold rinaranc— , r. Final ea fo NOT 01 Environmental Health Specialist 8/96 Date E.H. USE ONLY PI'6t han Attached Floor Plan Attashad Sent to 8.0A%j-n—!,f TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal r Water Supply: Public Private Well Clearance for ;2,dWelling. Other * Abld nal for: F . i �tarance 0. NOTE: I Environmental Health 8/96 c:, ist Date `'""+�tSj''W..�3x.'y:,Cl'w7-LSii+`f"S+'Yy4'. wGw�i..•,:.�'�y,"A't7ws:.sfE'whcat-�.ti�:�+r`�Sv'tl`- _ va-�.r.,rmn`-.'7.•rlfi."".'�,x�w'^.+..a...-...,..-�..-•.-n-�-- r-.v,,.sM--.. ..-....m>••...-r<--•••* •---y. � r•r-r COUNTY OF BUTTE. DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGDIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA,95965 TELEPHONE (916).538-7541 SCHEDULE OF FEES DUE A" ' OWNER (i r le - SE e °T C� A:P. # • D�.�.SV Q� PROPOSED BUILDING USE F r ►vtLY y� DATE /99 REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................. $ . -- Additional Fees Due :........... $ -- Additional Fees Due ......... $ =- Revised, Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid. at Building Division) Residential ........ j 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 District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) WS RA FIRE INSPECTION AND PLAN.CHECK l /� 9.00 (paid at Building Division) 8/In 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. . APPLICANT DATE' Original -Owner Copy -Building Div. (Rev. 12/96) r : RESIDENTIAL _ --- -- ----, 036-450-036 PERMIT#97-0439 j BLEHM, Berle G. 3120Oroville _Foothill Blvd., �----- 036-450-036 PERMIT#97-0439 BLEHM, Berle G. 3120 Foothill Blvd., Oroville JOB FINALED (Date) — Signature t . V=OK- O = Not OK •' r -`=Not Ready -MOBILE HOMES' Date MOBILE HOME UTILITIES (Plans) OK except #'s -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-Gmd-/ , /Amp -Concrete 6. Gas; Location -Test -Wrap; / fVft. / /Nat. or/ /,L'ft./ /LPG - 7.- Well Clearance & Disconnect' 8. Utility Clearance W 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-VaKe-Connector A. 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 ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 T MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2: Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof;Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'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/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtq. a Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (Single &• Duplex) Date Card B-1 Date Card B-1 UNDERFLOOR (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning-Setbacks-Easments-Flood-Slope 40. 2. Ftg., Main; Soils-Elec. Gmd.-/ t' Ftg. Depth Walls Studs -Nailing Spacing & Braces -Plates -Sound 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ J' Ftg. Depth 43. 4. Ftg. Porches & Decks; Soils -Steel-/ N Ftg. Depth Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 5. Stemwalls, Main; Steel-Blockouts-Wrapped Headers & Beams -Size & Bearing 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. Pienums & 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 E-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Ext Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 20. Shower Pan; Test, First Floor -Tub Access Bedroom Exiting 21. Test Tub & Shower, Second Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 22. Gas Pipe; Sixe & Anchors Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 23. Fixture & Transformer Clearance -Ins. Protection Elec. Outlets & Recepticales at Kit. Counter 24. Elec. Receptacles Spacing -Lights & Switches at Doors Garage Fire Door; Swing -Landing -Closure 25. Size Boxes & No. of Conductors Stapled A.C. Duct in Garage -Damper 26. Romex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Plb., Elec. & Mech. Equip. Listed for Location 28. 2 Appliance C:rcuts in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (G.F.I.)-Romex Protection 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Insulation -Foam -Looked in Attic 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No Guard rails & Deck Construction -Post Caps 31. Service -Riser Conductors & Ground -Main Disconect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 32. Equip. Clearances Panels-Motors-Mech. Epuip. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throught House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Crain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) 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 Date, FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff 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 Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 63. 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 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-Conector- In Garage; Above Floor-Ducts-Mech. 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. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales 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 (G.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 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 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 Throught 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 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 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT, SERVICES 1469 Humboldt Road, Chico, CA - (91'6) 891-2751 7 County Center Drive, Oroville, CA - (9'16)'538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ►, 9 ?- OVXIER" 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. ge r u . t Date Inspector .'S� REV 10/9 ~ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville; CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 b CORRECTION, NOTICE 97-c 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 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. n it M 1 I I`I .. R . 9i The attach I requiremen4 as specific by C.D.F. ' J'• ' • !• I I I I i I I ._{• Imo'{�I—..,... y 1 i y !�.' J__L.1._.l_.._..! �'A '.... ....._.._�. aO.T . 1 _ ` + , � � } L.l�l�,"��_ - �� � I I I �,;.1 -�—� • {{II I � I — 1 CJI I•'� I' ' I (. _ � ! I �IIIIL ��'I'li I i I �1•,Irll+i r`�I,�;rc�;���..t�l�t ;t 1. li �iii�i'ti < ! :.. , I i I � -- • I I y ' F II t j I I I � ,��' � .: � �, �at�ie • e r. . I .6Q►�h _ - ' MU It LLI IT o - G ' �: II II: t 1 :, � is J . ' � • � `{ � ;� _..... I:. _ �\ G�. - -_ o� VED1= F'B'I ` � • 1 ' � 1 1 1 Coun .yt _i r' : t' • =._. r' ° D E 1 Butte I_ Environment 1 k- ^1 Iia . ` .. ... __ _ _.. _... _. -.. .. 1.... __/. •.. .1 t. I iia ' 1 1 p `j; .... .: poi` �_' i.' i.._' ,: Al IWO \� ' J OUNTY If 1, LAND DEVELOPMENT BUILDING /ENVIRONMENTAL HEALTH = PERMIT CLEARANCE Building Permit No. 9P)V Nor 141 eo°ecr, , OWNERS C (x.412 K 13—NI'4ES A.P. ; NAME: -P b aM ,, '�' n Y u NUMBER:L_�3,,p — PPoNT LAST NAME FIRST _ COUNTY ZONING, n DESIGNATION: A /�- FLOOD ZONE: /\ n FLOOD MAP: 3& 57B APPROVED: CONDITIONALLY APPROVED: ✓ RESOLVE PROBLEMS PRIOR TO APPROVAL: . PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: 8/ /387 c DEED REFERENCE: 7- 294 2--8 /TT—T LEGAL ACCESS PROVIDED: V YES NO, LEGAL ACCESS .REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: '''GLS ��P ? "� / ' s o _g OvT cel • 3G O`I a lo 141 Ge-D/v177,w, or- 01" Hi-ve erev Mer MAP INFORMATION: DATE OF RECORDING - LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO .,IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL. CONDITIONS'WHICH APPLY TO MAP:. ALL FEES TO BEPAID TO THEBU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from `centerline of road.. .2. Maintain a ft.building setback.from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from.road. 4. Maintain a.100 ft. leachfield setback from all existing wells: ' 5. Maintain a ft. leachfield setback from — 6. Pay .water tender fees in the amount of $ to `Battalion Number « of the Butte County Fire Department. 7.. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.. « 8. Connect to a public water supply. ' 9. 'Connect to a public sewer system. . _ 10 Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance' with the National Fire Protection Association Standard _for the installation of sprinkler systems in one and two family dwellings and mobile homes,NFPA Standard 13D,'unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. — 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ — 12.'Meet the requirements"of the Department of Fish and Game for the preservation of oak trees. (See phone number below) , 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Pay herlt to be made to the Plt WA09 Dhdsiw- _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. _X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21.- 22. 23. 24. 25. 26 AI 3XIS 30 A1Nf100 L661 0 1 8VW (13AI333H LD 7196 C:%W P511FGRMS.KI8LOGPERM.CLR MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ---PHONE (916) 538-7541 -4t, APN: K PERMIT NO.: `�'% Owners: j Z,/�- Name: Owners: Address: 7, Mobilehome Year of Manufacturer Manufacture: Serial number �` � y�O Insignia or r0 or V.LN. � HUD number: Official appg installati !� W`- Date: If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system: 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor Y COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT T7 ASSESSOR PARCEL NUMBER 036-450-036 ' ZONING BUILDING PERMIT OWNER BERLE G. BLEHM 53/+- 1443 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2400 NEVADA AVE OROVILLE, 95966- 5966-CONTRACTOR'S CONTRACTOR'SNAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER -E NO.r. NONE ' . Illn Fee $ 20.00 F\ -mit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS `Y I Pla;'ti CheckingFee $ BUILDING ADDRESS � � �, � 3120 FOOTHILL BLVD �., _ Enei.1y Plan Checking Fee $ OROVILLE 1 $ j PERMIT FEE S LOT NO.SUBDNIS ION'S NAME PARCEL MAPA �Z PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE =� /� � SF ❑ Duplex ❑ Mobilehome 6 Other �% / I SPECIFY Each Trap 7.00 _4$olar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation h,\❑ Describe Work: i�i/9,-?— 4"' X� l LICENSED CONTRACTOR'0, , DECLARATION I hereby affirm under penalty of perjury that I am.+;censed under provlilc 4s of Chapter 9 (commencing with Section 7000) of Division 3 of-,fie Business and ProfE ,sions Code, and my license is in full force and effect.) 1 License Class Lic. No. _ A. � OWNER-BUILDER DE ?LARATION I hereby affirm under penalty of perjury that I am kxemp from the Cont `tors License Law for the following reason: \� ! / Pff I, as owner of the property, or my employees with,\vages a -iir sr' ,_: ompensation, will do the work, and the structure is not intend, d or offers -ror sale. ❑ I, as owner of the property, am exclusively contra ting with licensed contractors to construct the projeat� A ❑ 1 am exempt under Sec. \N__, , Business ani', Professions Code for this reason \___1 "I \ WORKERS' COMPENSA-.:-)N DECLARE TION I hereby affirm under penalty of perjury one of th�Z,Ilowing of clarations: ❑ 1 have and will maintain a certificate of cons>_ 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 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LES9 Main Service zoos oR LEss 23.00 Main Service 200A To I000A 46.00 NEW CONST. DWELLING .0CS. SO OR AODNS. ( 8 ACC. sLDS. 3.50FT. NEW CONST. MULTI- OUTLET NONRESID. ANC CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIA. zo ®Loo Ex. Occup. OUTLET OR FIXTURES BAL @ .50 FIXED APP NS. OR Ex. Occup. ourLETs RESID. E,5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinci 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20J00 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.) ❑ 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 fort ith comply with thos provisions. q X f�_� —_ Date _ �' 7-D ' ! _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 st ies in height. Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 143.00 H D. FEESIMP FLOOD _ CDF f PARCEL PD ­� HD _ ISSU This permit is hereby issued under the applicable provisions of the tte County Code and r Resolutions to do work indie ed above for wh' ees ave been paid. (�•��r( By Date PERMIT EXPIRES ON Oste ReceiptNo. 21 23 WHITE-D.D.S.-B.D.'CANARY-ASSESSOR PINK-INSPECTOR GOLDENROD-APPLICANT COUNTY OF BUTTE`- DEPARTMENT OF �DEiyEL"OPMENT SERVICE - BUILDING DIVISION ; S G J.COUNTY CENTER DRIVE - OROVILLE', CAL- FORNIA 95965 - TELEPHONE (916) 538-7541 y , PERMIT APPLICA TION DATA SHEET / OWNER: (e, A c- WI ASSESSOR PARCEL NUMBER: Proposed Building Use: � & Building Inspector: Date: At time of permit application; I was advised the following data must be submitte prior to permit processing and/of issuance: Date Received By ❑ 1. All items have been•_submitted.------------------------------- ------------------------------------------------------ 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3%4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation.---------------------------aE ----------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. --------------- -==------------------ ❑ 8. Hazardous Material Form. ------------------------------------ ----------------------------------------- - - ----- M anufacturedIeme edat ctions ine ' e Down Specifications.-Cyq------- 3 i K110. Fees of $-------------------------------- ---------------- ---- ---- -,- -�`�� ❑ 11. Impact fees as shown on the attached schedule. ---------------------------------------------------------------- '' ' ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- t ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- �❑ 15. City of'Chico�tM �s&cen/se2approval j �t--------------------------------------------------------------------- ❑ 16. Plot plan and from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) 02 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - --------------------=----------------- 024. Letter of signature authorization. ------------------------------------ '-------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑ . Letter of intent on building use. ------------ Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E330. Other: When you issue a ermit process as follows ❑ Mail to owner, ❑ ail to co actor elephone and hold for pickup at I o cee.Deliver with inspector. 1 � Applicant: / Date: 97 Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Date: By: 1: Index pemnit application for the above items numbered: -� _ ❑ Plan Check List 2. Additional items required: — 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, ❑ Builil Dirion� n�riter by Date:/ Contractor, designer, owner, was advised of the above required data by ❑phone, ❑mail, ol�li i • i'sio eotby, Da%,: v Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑-A.P. folder. Note transfer by: / Date, 7. /G p Yellow Copy - Department of Development Services, Building Division. 01 M OVVNER-BUILDER. VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name' and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received: , 1. ,I personally plan to provide the major labor and, materials for construction �of the proposed property improvement,:. YES, . -NO ,. 2. I HAVE 9— HAVE NOT d signed an application for a building permit for the proposed work. 3.. -I have contracted with the following person, (firm) to provide the proposed construction: NAME: ADDRESS: CITY: ; PHONE: CONTRACTOR'S LICENSE NO. 4. I. plan to' provide portion`of this work, but" I have _hired. the following. -person to coordinate, supervise, and provide the major work: „ NAME: ADDRESS: CITY: ; -PHONE: CONTRACTOR'S LICENSE NO.. - 5. I will provide some of the work but I have contracted (hired) the following persons to provide. the work indicated: t . - NAME ADDRESS' ' PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE:. 7-0 - 9 NOTE: This. Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This, verification, must be completed -and returned to our office before we are permitted to issue the permit. OVER x , I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits arenot required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I4Mage'rC, y, . Vi ira, C.B.O. Building Inspection NOTE. This Owner -Builder Information is requires! by Section 19830 of the California Health and Safety Code. OVER -��I"�i,.-••'•r�"'M�(i+�+vMf'M�.-'.sY'wN^Y,'�'C}/,�� ,.in�yg S.'. t1 i M„ i"YrAI�rT'RIKEIVED BUTTE COUNTY SCHOOLS IMPA&'FEE CERTIFICATION FORM r'MAR 11 1997 (One form per Building)' BUTTE COUNTY School District . �(7 AW)C2,411bin Building Department ING DI' ION A.P. Number (936 —15-0- 034 Jurisdiction: City E�] County Property Owner /0 (= (` Property Location/Address �'� / �, (.) / on7 n ► /./ SCJ / v C[ Subdivision Lot No. C� Residential Development Sq. Footage �,33 No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial ' New Addition Irloor dans revieweO Dy acnool uistnct rersonnei) District Identification No. / Q� Oroy/ I& E/eme/-) School District certifies that Sq. Footage (Incluorng txtenor Roofed Areas) 5?A9 Ap Date aer-le_ d 1 c,6o - 4 (Applicant) (Street Address) (Phone Number) te— (City) has complied with the requirements of Resolution No. representing �square feet. School District (Stat,4 (Zip Code) 95' 61& —00 by payment of $ a, Y151.c ca B 2926 $ ULL MITIGATION $ Date Paid by Check # " Remarks: / JJy OG � 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 660201a), 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 (CEOA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (2/97)dmm� I S .e It so �o aka t� 70 _ 50 4o ico 1f/o Zo -,kp • A� (0 70 ?� •Is ��eo-- TJ 7l f) to is b �---------------•'_ 1 C — — .\, . . _ . . •S a . . . 1. . . . . . .l . . . ' . . . . . 1 . F �.. yam`,,_. �� � �l �. .__. —•- -. --_- - • -- .. .. _ 4. Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. . Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan 'to provide the major labor and materials for construction of the proposed property improvement: YESKJ NO[ ]. ' - 2.: I HAVE[z HAVE NOT[ J signed an application for a building permit for the proposed work- 3. ork3. I have contracted with the following person (firm) to provide the proposed _ construction NAME: ADDRESS: CITY. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: . CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide 'the work indicated: NAVIE ADDRESS PHONE TYPE _OF WORK SIGNED: PROPERTY OWNER: / SOCIAL SECURITY NUMBER: DATE: �� 9 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified_ that as "owner -builder" you are the responsible party of record For your protection, you should be aware on such a permit. Building permits are not required to be signed by property owners unless they are Personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are. required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: _ 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed. as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contnbutions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by propem owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95314. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aNN-are of these matters. The building permit will not be issued until the verification is returned. Since rely, Michael C. Vieiia, C.B.O. Manager, Building Inspection NOTE: This owner -Builder information is required by Section 19830 of the California Health and Safety Code. OVER REGbRDING REQUESTED BY: 4 r Rec Fee 15.00 I Fidelity Nat=ional Title. Company '967-0086991 DOC 24.20 When Recorded Mail Document" Recorded. I Check 39.20 and Tax Statement To: Official Records I - Berle G. Blehm County of I , 75 Flying Cloud' Drive Butte I' Oroville, CA 95965Candace 'J. Grubbs Recorder 4 : 8:00am 11-Mar-97 I FNTC MP 4 Escrow No. 159525-CW , Title Order No. 159525 SPACE ABOVE THIS UNE FOR RECORDER'S USE ONLY APN:036-450-036 GRANT DEED. JPN' EXECUTED IN COUNTERPART The undersigned grantor(s) declare(s) Documentary transfer tax is $ 24.20 City tax $, [ xx] computed on full value of property conveyed, or _ [ ] computed on full valueless value of liens or, encumbrances remaining at time of sale, [ J Unincorporated Area ' City of oroville FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, JAMES R. CLARK, an unmarried man and MICHELLE•L.- McELROY; an unmarried woman , hereby GRANT(S) to BERLE G. BLEHM, a married man . the following described real property in the City of oroville County of Butte` State of California: SEE.ATTACHED EXHIBIT ONE . DATED: March 05, 1997 ,yy STATE OF CALIFORNIA COUNTY OF n '� Cjc_rG James' R. ark , O ct- 4-r. ► before me,. me5 . P, - C l,cc_.r K personally appeared • Michelle L. McElroy personally known to me (or proved to me on the basis of satisfactory evidence) to be the person:( m whose nae is/W subscribed to the within instrument and 11311 I1, ac nowled ed to me that 'henit cuted the same ' r�`, = RDEL Vb'IGFALL g 0.1 COMM. V; 1116776 � in his/ /thgr authorized and that by UA NOTARYPI!8LIC-OALtFC IA m his/I�r/tl signature(C. on the person(s), SANTA CLApq COU, ry or the 'entity upon behalf of which the personal acted, _ — c'mm�10" Exp°m NOy 14 2WO '` executed the instrument. _ ��A`°� ' WITNESS handand -official seal - Signatur } L , MAIL TAX STATEMENTS AS DIRECTED ABOVE FD-213 (Rev-3/94) GRANT DEED LEGAL DESCRIPTION EXHIBIT ►SONE" Order No.: 1-59525C'4 All that certain real property situate in the County of Butte, State of California, being more particularly described as follows: PARCEL I: ALL THAT PORTION OF LOT 300, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE WYANDOTTE FRUIT LANDS UNIT NO. 6", WHICH MAP WAS RECORDED IN - THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,STATE OF CALIFORNIA, ON MARCH 8, 1929, IN BOOK 10 OF MAPS, AT PAGES 3A, 4A, AND 5A, WHICH SAID PORTION IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 300, SAID POINT BEING LOCATED IN OROVILLE GARDEN RANCH ROAD AND LOCATED SOUTH 370 24' EAST, 177.65 FEET AND SOUTH 310 07" EAST, 42.35 FEET DISTANT FROM THE MOST NORTHERLY CORNER OF SAID LOT 300, SAID POINT BEING THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO FRED A. BERNARD AND WIFE, DATED NOVEMBER 30, 1948 AND RECORDED DECEMBER 1, 1948.IN BOOK 486 OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGE 182; THENCE ALONG THE SAID OROVILLE GARDEN RANCH ROAD AND ALONG THE NORTHEASTERLY LINE OF SAID LOT 300, SOUTH 310 07' EAST 245.78 FEET TO THE MOST EASTERLY CORNER OF SAID LOT 300, LOCATED IN OROVILLE GARDEN RANCH ROAD; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID LOT 300, SOUTH 520 32' WEST, 216.30 FEET TO A POINT THEREON, WHICH IS THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN AND DESIGNATED AS PARCEL ONE IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO DONALD L. HILL AND WIFE, DATED MARCH 2, 1949 AND RECORDED MARCH 3, 1949, IN BOOK 497 OF BUTTE COUNTY OFFICIAL RECORDS, PAGE 59; THENCE NORTHEASTERLY ALONG THE EASTERLY LINE OF SAID HILL TRACT, 290 FEET, MORE OR LESS TO THE MOST NORTHERLY CORNER OF SAID HILL TRACT AT A POINT IN THE SOUTHEASTERLY LINE OF THE TRACT OF LAND DESCRIBED IN THE DEED TO BERNARD AFORESAID; DISTANT THEREON NORTH 520 32' EAST, :330.0 FEET FROM THE MOST SOUTHERLY CORNER OF SAID BERNARD TRACT; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID BERNARD TRACT NORTH 520 32' EAST, 25.00 FEET; THENCE NORTHEASTERLY 120.0 FEET, NORTH OR LESS, TO THE POINT OF BEGINNING. PARCEL II• A PORTION OF ABANDONED OROVILLE GARDEN RANCH ROAD LYING EASTERLY OF A PORTION OF LOT 300, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE WYANDOTTE FRUIT LANDS UNIT NO. 6", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 8, 1929, IN BOOK 10 OF MAPS, AT PAGES 3A, 4A, AND 5A, WHICH SAID PORTION IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 300, SAID POINT BEING LOCATED IN OROVILLE GARDEN RANCH ROAD, AND LOCATED SOUTH 370 24' EAST, 177.65 FEET AND SOUTH 310 07' EAST, 42.35 FEET DISTANT FROM THE MOST NORTHERLY CORNER OF 'SAID LOT 300, SAID POINT BEING THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO FRED A. BERNARD AND WIFE, DATED NOVEMBER 30, 1948, AND RECORDED LEGAL DESCRIPTION CONT. DECEMBER 1, 1948, IN BOOK 486 OF -BUTTE COUNTY OFFICIAL RECORDS AT PAGE 182; THENCE FROM SAID POINT OF BEGINNING LEAVING SAID NORTHEASTERLY LINE OF SAID LOT 300 AND RUNNING NORTHEASTERLY ALONG THE NORTHEASTERLY PROLONGATION OF THE SOUTHEASTERLY LINE OF SAID BERNARD PARCEL, A DISTANCE OF 35 FEET, MORE OR LESS, TO THE WESTERLY LINE OF FOOTHILL BOULEVARD AS LOCATED AND ESTABLISHED IN THAT CERTAIN RESOLUTION OF ABANDONMENT BY THE BUTTE COUNTY BOARD OF SUPERVISORS, DATED DECEMBER 17, 1945, AND RECORDED DECEMBER 18, 1945, .IN BOOK 1 AT PAGE 172, RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE ALONG THE WESTERLY LINE OF SAID FOOTHILL BOULEVARD, SOUTH 250 05' EAST, TO THE SOUTHERLY TERMINUS OF A LINE DESCRIBED IN_ SAID ABANDONMENT HAVING A BEARING AND DISTANCE OF SOUTH 250 05'_ EAST, 321.08 FEET; THENCE CONTINUING ALONG SAID WESTERLY LINE AS DESCRIBED IN SAID ABANDONMENT, SOUTH 310 55' EAST TO ITS INTERSECTION WITH THE NORTHEASTERLY PROLONGATION OF THE SOUTHEASTERLY LINE OF SAID LOT 300, THENCE SOUTH 52° 30' WEST ALONG SAID PROLONGATION LINE A DISTANCE OF 20 FEET, MORE OR LESS, TO THE'SOUTHEASTERLY CORNER OF SAID LOT; THENCE ALONG THE NORTHEASTERLY LINE OF SAID LOT, NORTH 310 07.' WEST,.245.78 FEET TO THE POINT OF BEGINNING. PARCEL III• A STRIP OF LAND 60 FEET WIDE LYING WESTERLY OF, ADJACENT AND PERPENDICULAR TO AND RUNNING PARALLEL WITH THE -EASTERLY BOUNDARY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN A DEED FROM CATHERINE BLEDSOE TO GORDON -H. BLEDSOE RECORDED JUNE 28, 1982, IN BOOK 2733 AT PAGES 574 AND 575, OFFICIAL RECORDS, BUTTE COUNTY RECORDERS OFFICE. THE WESTERLY SIDELINE OF SAID STRIP OF LAND SHALL BE LENGTHENED OR SHORTENED AS NECESSARY SO AS TO INTERSECT THE NORTHERLY AND SOUTHERLY LINES OF SAID BLEDSOE PARCEL. AP #036 450 036 000 End. of Legal BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-754, AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 97-(7,3 Agricultural building is defined as follows: Agricultural building is a structure signed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. is structure shall not be a place of human habitation or a place of employment where agricultural products are pr cessed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING r OWNER -:,,PHONE IJE�LE � • ._ No.S3 OWNER'S ADDRESS . / ZO 1!14_ � 7� LOCAYAN OFDUILDING USE OF BUILQ-C2, rI'IAG/f/ �l."v , SIZE OF STRUCTURE �(p X t D iv SO. FT. TYPE OF CONSTRUCTION: / V WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST IJ�PNSTRUCTION $ 66-O©, AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: c `'�' 2— 6 0 FRONT SIDES REAR 2 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 necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date �� /�- �% % Signature of Owner 4h, Al,, Permit Fee - $60.00 Receipt No. 2Z 2-19 The above described AG Building is exempt from a building per- it. FLOO I PAR L L P.D. I ROOF G I IS—AE Manager Building Division �A � By Date /z- White — DPW, Yellow — Assessor,' Pink — B. I., Goldenrod — Applicant BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541, PERMIT NO. BP061036 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS 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 Issued Date • 05/05/2006 APN: 078-340-036-000 ' the Business and Professions Code, and my license is in full force and effect. License Class : Ci !� a License Number: —`16 Site Address: 3120 FOOTHILL BLVD ORO 6k5 -16c, Map Index: Date: Contractor: Description: ROOF -MOUNT SOLAR SYSTEM ON AG OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the BLDG Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: BLEHM FAMILY TRUST signed statement that he or she is licensed pursuant to the provisions of BLEHM, LOLA & BERLE the Contractor's State License Law (Chapter 9 commencing with Section 3120 FOOTHIL BLVD 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any OROVILLE, CA 95966 violation of Section 7031.5 by any applicant for a permit subjects the 530-370-8617 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SUN POWER & GEOTHERMAL ENERGY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 863 EAST SAN FRANCISCO BLVD proving that he or she did not build or improve for the purpose of SUITE A 94901 sale.). 530-533-5988 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: SUN POWER & GEOTHERMAL ENERGY ❑ I am Exempt under Article 3 of the Business and Professions Code Date: owner: 863 EAST SAN FRANCISCO BLVD SUITE A 94901 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-533-5988 ❑ 1 have and will maintain a certificate of consent.to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 759086 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 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: Carrier: D Policy #: Z Z —a 04 ❑ I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, 1 shall �^ forthwith comply with those provisions. (t�3�y G3 III ���� Date: 5 03155 Applicant' WARNING: Failure .to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the ResoI Eons to do work indic ted above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) y�_O� Name: By: Date: r) PERMIT EXPIRES ON: - C-17Address: e5 Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or docurn of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Print Name: 1D^4 SpILIM✓t✓� t Signature: S �S1 ce Date: ❑ Owner ❑ Contractor ❑ Agent for Owner Q%Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP( O OFFICE #: (530) 538-7541 A FEE FVILL BE REOUIRED AT TIME OFAPPLICATION BIN # Website: www.buttecounty.net/dds "*PLEASE PRINT CLEARLY" - OWNER INFORMATION Last Name �,I G First Name [C Address ( SIUA City oto _ State Zip �5 � Phone 5-2 37 ��� Fax E-mail CONTRACTOR Name5ut� �OWef �co rm ��X Address City rout �c, StateCa - Zip . �� Phone s3 5-2 n Fax 5-33 _ 5-,7 Lff- E-mail Lic. Class IssQ CIO APPLICANT INFORMATION ARCHITECT/ENGINEER Name City (JrD�I Address SRA City Fax $—�_ 5_cl Y -C State Zip Phone Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name tom. T Address City (JrD�I Stat t� SRA Phone 533 5-2 �� Fax $—�_ 5_cl Y -C E-mail k_ex " (2 V PPLICAa, GN URE ix '- Foc(o_ffi6e use only: Zoning Property Address1 1 ^ �� �' 3 d -c.> (U Flood Zone Cross Street r Dr. SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: nvMp r=nO c11MR/lITTAI Rl=nIIIRFMFNTC PROJECT LOCATION Property Address1 1 ^ �� �' 3 d -c.> (U Citx 1 � IvUi Cross Street r Dr. WORKER'S COMPENSATION Policy Number Carrier �l �t Ac F_ v If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- L ing Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:� �, Amount: r o Bldg SRA Receipt #1,503% Sheriff &A -' SMIP. Date:S_b --0G Other r Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets.of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in'duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioners office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION UFORMSOUILDING FORMS\BIdQAoolSubRamts.doc Paoe 2 of 2 RFV 8-12-05 t 078-340-036 el, '7 • a" 06-1.036- 1 BL•EHM, LOLA IN • t0 r'.A 4.'. O T E S BLVD, a° >f `.T312o`FOOTHILL' V OROVILLE l` Cont:'SUN POWER + •*r ` - ^ - ROOF-MNT SOLAR ' APN: Permit No. ZOwner. Site Address: Contractor Type of Permit lrt F ' -. � '� � COCr`1 Al f^llA1 r11TflUC • CHECKED BY Q SRA ❑ FLOOD CERTIFICATE EQUIRED _ Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION fPEMS Q VERIFY 1 ew 'r USE PERMfT CONDITIONS r C Q SUBSTANDARD HOUSING LETTER b` Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID ENV HLTH CLEARANCE � i 1 �l DATE JOB FINALED: ' P�� •SIGNATURE @t, M. �"� � ,«."".`,.y ,• -a,+ti. = OK ,..nt MA'NUFACTURED HOMES MISCELLANEOUS GATE PERMANENT FOUNDATION SOFT -SET DATE D E C KS -C O V E R S'C A R P O R T S •GARAGE S 1 Zoning -Setbacks -Easements 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 2 Ftgs; SoilsSz-DpthSpacing-CnnctrsSteel 3 Sewer; Loctn-Test; FaIUC/O-Concrete 3 Decks, GirderslJoists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator — Stairs-Gt`ard/Handrails 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat Q or 1p❑ 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng , Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs' . 7 Blckng; Sz-Spacing-Marriage Line 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Dnnctr. 9 Elec MH Cntnty Test-Crossovers-Breakers-Dlrncs 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr ` 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr & Sewer Connected -C/0 to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged 11 Ext; Steps -Doors -Landings 13 Tie Downs Q Foundation 0 12 Braced Wall pnls 14 Exits IS Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers s r s DATE_- IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability s 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-DFI ' 6 Elec Enclsrs; Conduit Entries Terminals -Listed 7 Elec Bonding; Metal w/5-Crcltng Egp-Htr 8 Elec Gmdng; Eqp wl5' Crcltng Eqp-Pool Ightg Bozes-EnclsrsTrilboards-Insults to Main Conduit ' 9 Health Dept Apprvl +' 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 EncLsr', Fencing -Alarms 13 Bonding, Diving board or Slide 4r 4� . Pool Drawing a ' � ' i ' = OK = Not OK RESIDENTIAL (Single& Duplex) UA[t JUNDERFLOOR DATE PLUMBING 1 Zoning Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Opth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Opth• 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ' 5 Stemwalls Main; Steel-Blockouts-Wrapped 55 DWV; Test Fittings & Anchr Nail Pctctn 56 Shwr Pan; Test, First flr-Tub Acc 1 7 57 Test Tub & Shwr, 2nd flr - Tub•Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 61 Hold Downs and Special Anchrs 58 Gas Pipe; Sz & Anchrs t 59 Fire Sprinkler- Test 7 Slab, Steel Wrapped 8 Piers-Frpic Ftg-Steel 60 Yard Gas Piping 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test °' a lie 0�a i.t Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgmd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 Girders Sills-Anchr Bolts J oists-Vnts -Cripples 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16_Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic mss` DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Wafts over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frpic Ties or Type A Flue-Frpic Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4rts Baffles 27 Bdrrn Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fre Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration -Walls Wndws s` s o'er o` o'er m DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmcans Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Ramex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz 9 ❑ CU or ❑ AL AC Wire Sz ga ❑ CU or ❑ AL 48 Range Circ [::ICU or ❑AL 'Oven Circ ya ❑ CU or ❑ AL Insulated Neutral E)Yes QNo 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr U -Spa Lt 52 Smoke Detector DATE (FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr, In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFl & Bath Fxtrs & Tub Acc-Spa 71 GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktrhn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3- drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Dmge Planters QYes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Wits abv Roof, Pimb Appinc-Frpic-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptd-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous lnspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C10 to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99. Fire Sprinkler or s' e` E.clise En Inc.., p gineenng, strucAu'raI solutions, Y r. = Structural Calculations ` • - Blehm PV Array ,' • Oroville, California �. , is '. C65729 1 �P �\ F CA \ -\F ' EXPIRES: s- Prepared For: s • SPG Solar, Inc BUTTE COUNT 863 East Francisco Blvd; Suite AD9%S BUILDING C�' San Rafael, CA 94901 APPROVED I 235 N. 1st St. W. Second Floor ' Missoula, MT 59802 r Phone (406) 721-5733 ' Fax (406) 721-4988 . www.eeimt.com Eclipse Engineering, inc. s t r u c t u r I solutions 235 N. First St. West Missoula;' MT 59802 • Second Floor Ph: (406) 721-5733 a www.eclipse-engineering.com r Design Criteria Project Number 06.04.116 Project Name BLEHM RESIDENCE SOLAR PANEL ARRAY Legal Description of Property 3120 FOOTHILL BLVD Project Location OROVILLE, CALIFORNIA Client SPG SOLAR INC Address 863 EAST FRANCISCO BLVD. SUITE A Roof Live Load (psf) SAN RAFAEL, CA 94901 Contact ATOM MCCAMBRIDGE Phone (415)459-4201 Fax Email YES Bill to (if different from above) Billing Address (if different from above) 75 Building Department Interview Name Butte County Contact Chris Pauly Phone Date of First Contact Governing Code 2001 CBC Roof Live Load (psf) 20 77— Roof or `Ground (highlight one) Reduction for Roof Slope Allowed? NO r Duration Factor for Wood Allowed? YES Basic Wind Speed (mph) 75 Exposure Classification C Seismic Zone 3 . •' % Snow -used as Seismic Dead N/A Floor Live Load (psf) N/A Occupancy, Residential Assumed Soil Bearing Pressure (psf)• N/A Soils Report (yes or no) NO Frost Depth (inches) N/A ei Eclipse Engineering, Inc Sun Power 04/11/2006 Consulting Engineers Amtz Builders Gretchen Iman ' Wind Pressure Calculation' (2001 CBC): 1 Mean Roof Height: Hmr :=' 15 ft Roof Slope: x:= 5 x:12 Slope Panel Layout Dimensions: A:= 19•ft-21-ft A= 399 ft AW Coefficients: Wind Speed: p w := 75 -mph . ,. p Stagnation Pressure: cls = 14.5 psf Combined Height, Exposure, and Gust Coefficients: Exposure := C / ' Ce = ( 0 1.06 1.13 1.19 1.23 1.31 1.43) (0•ft •15 -ft 20 -ft 25 -ft 30 -ft 40 -ft 60 -ft) Elevations ` Pressure Coefficients: Cqc :_ 1.4 ' Minor Structure Cgmh:= 1.4 Additional MWFRS Horizontal Importance Factor. Iw':= 1.0. ` Design Wind Pressures: _ Minor Structure: + Pc := Ce•Cgc'gs Iw qh (in any direction) Pc = 2 1.5 18 psf ' MWFRS Horizontal: Pmh.:= Ce•Cgmh•gs•Iw Pmh = (0 21.518 22.939 w 24.157, 24.969 26.593 29.029) psf. _ (235 N. First St. West Missoula, MT 59802 Second Floor Ph: (406) 721-5733. DATE:DESIGN vvm.ecl apse -e ng in ee ring.00 m r f &Y"% GHQ L -o o-ck,t : : : : CO vy) 0'. r C... IDeeV-I. L.o a A c:a. � 4-o � l Cz r � V\fl d Lod C.. a_S c. . . P.�. . . . . . . - _ r_ LI_- C.ev,5+-u CA--�\nomi 21.51 �. . . . . . . .. . ... �. Cv ro h'i 0 L. t L.(- I7 t... t V�/L �� l r ( WL LL), .I7 .'-15 . 20 L -L- N 20 LL - L-q-1_0 4 -1, -0 lR�-fib 2�- OU,�s: ��arn l"o•a-.cl Cov►w, Ovr 'S y-) : : : 1� 5 Gv Yl- GOI a 'J� Pe-'r-ii1(1 �G (b 0, U Pt Ib 3-1 • R- 410 2.8 SIn 2a✓ I -1(e, rI �b I lj Lp. 3 lb - 1 o, 4 lb �ZGC,fi�9Y1 1`71e,7. l►� Irl-l.?Ib +. S Ib _ 0, 3% `net► e .Ol i✓� , olio. in. -. .. , 0 0 2 .'I►� . � • er)e be ars a r►�, .�^ r t i`r t s �l re �.e� e v� �t. he, Compady Eclipse -Engineering, Inc Apr 11, 2006 ,Designer Gretchen Iman 3:37 PM. Jbb Number': ; . hecked By C , 'Load. Combinations Descri tion SolvePDe...SR..' .'BLC Factor BLC, Factor°BL•C Factor BLC Factor BLC Factor_BLC:Factor.BLC Factor BLC Factor 1 DL .:' Yes : _ DL:' °A ' 92M W90LL 3. DL+WLJ: Yes DL I d Yes YL:1 WI_ „ E � r Envelope Joint Reactions s . Joint,' X [lbi Ic Y Ib Ic , Z flbl =' . Ic - Mx= Ib-ft Ic .: MY Ib-ft` Ic ' "MZ I Ib ft • r ' Ic 1 N1 max 0 ; 1 -177 205' � 4 NC � NC ~ ' NC.. ,.: NG NC NC 0 ' 1 2 6' . r in '® 1 311 89.6 WI NC' 3 N2 max D -1 166 295`' 4 NC.: ` NO NC NC NC ,NC 0 . , 1 4 Amin Q 1 :281i®`4 ' 1 NC N:C NC iNC 0 1 N,C N.c 5 N3 " max 0- 1` A76.7: 2 NC.., NC NC NG NC NC ;0 1 ,. Ifin QM C18 NNOWAININWN FM IM, : NC. NG UC NC NOWN 1 7 N4 max 0 1 176 7 2 NC NC NC" NC `NC T NC 0 1 8 �rnnMKONW1,51 .ffMQ._ 1 . NCN:C* NCNCtVC iNC ®< 9 .Totals: " max 0 1 608 55' : 4 0 1 10 4 E, Ng 1,611 N0,01M Kim IMIM WA MOM Mtn WHOM WA Plas .. MAI Envelope Member`Section Deflections t' Member Sec:: x [inl Ic .'v rinl,Ic- 'z' in Ic x Botate r.a: lc n Uv Ratio Ic : n Uz Ratio ' Icy .. M1' - 1 maz 0 :_ 1 : 0 ,. 1: 0; ,. 1 0 1: ' NC 1 : : NC 1 W2� i� ® 1 :0 _ 1. ®1 0 1 NC � 1 N:C 1� 2 max 0. 1 b' 1` '0: <1 �0. 1 .. 'NC . 1 NC '1 4 min i' b 1 . 0.13_ 2. ' � W O S1 ® 1M SNC _ 21 � NC 1 :�'5 . '" 3 Max 0.,' �. ' 1 0 1 0 1 > 0 1 . NC s1 NC :. Jr :. - �'.. 6:. . ruin �0 �� 1 ®118 N2�'. ®: 91 : 0MEMO= 2 N.0 1- 7 ', 4 max 0: 1 <b.: ` 1 0; ''_",1.. ." :0 ;:: 1 NC 1 :,NCr" 1 8 , . '�, 0 3 2"MOM WN®. 1 NEI U2 '9 NC - Elio -9 :. 5 max. 0 1 0 ,.. 1:..' 0 1 _.0 -:"L : 1 NC­ ; - 1 NC 1 W1 12 ,n7M 0 1 O :1910 , MOM "1 Ow 1" MWO. a1 NRC K1 , v 1 M2: J.%".,max '1, ":. 0 1 NC :; • 1 NCS _ 1 1M0 1 W" 91*0 KW6=1 M 1 NSC = 1 .. 13 : . 2" rr"ax+ `_ .. 0 ', ; 1: :002 1. 0. 1 0 1 . ' NC 1 NC 1 .14� RI afi ® 1 s RE 4 0 1 :�0� .1 NC 4 . x.: 15 . : r: 3 '> max 0 :'. 1 =.003:1 r 168 W in ti0 : �1"� .-..0116 4. 0 a 1 0 d z 1 N.C.: 4 N'C ' a ;17 4::' niax" 0'> 1 =.002 1 0, 1 0 .. 1 NC- 1 NC ," 1 118 .x ��r —IR_ 6 ,W ^ -012 �4� 04 1E. ©'- 1� NCS �4 &f1 1"9 5 max 0;: 1 ' 0: 1 '0- A 1`0 � 1 � NC rNC 1 ' 20Aruin : 0 .. 1 ®" li ® w 1 .- � � 0 1: _ 4,G 91 N°C ..1 u 5 ti E „J ,L t R18A=3D Version 5.5 [C:ARISA\untitled:r3d]'� � ' ` Page 1 v s .Eclipse Engineering, Inc. Lo C4- d + 235 N. First St. West Missoula, MT 59802 Second Floor Ph: (406) 72.1-5733. www:eclDATE ipse-eng[needng.com DESIGN BY: • l�l� q.r c�d,e.` ��5.4-e..m ' �e�i � a.c�ol�• fi� .o�all L�-e. � e�.Q �.o ao� . . Vv i'ad CO vI -}Y-o h y : V�f i✓� l.OAA' — I P518 Ps� ��P4.3(o T L? J rt.4-0v f p,��"Q a m%ie C=f �-- -� . . . . . . . ' . . Ansi OVI b Y-- 6_ c7t; lin 7-o 2 g(p 1b i n w a- b�v,-o-u C . . . . tai SG ' �i rYl s o,�' C.S i lv a Co. Led Serra d� CT = 1-7 0 5- I b 2. 3F 1.1.33=.1048 Ib�. �(3�"' 12 -r P.S +oI��2 �5�. } r ; f, s } e y a� ' � � 1 t t + �� � r ' .. Y �� � � � y .. r � ���,' k � V,; _ ���a,3s�n... � � '� } r ; 77lblft '1; 1" . .; ., : N7: -3.1:55 =8771:1:3.=1014��465 :. , 0�->. '0 2 1.: N8 31 57 : ,' 87,61788" : �. � IRTA 28. . , ®. s, EMOV", � _ ®; ;:_ '; 3= 1�.:. < N9 . ,.� ,." `31.367 .. :877�:1�13- ':� ?156" 0,` `; - 0 ,` .p 2 a=31 7M W 5 ` 1Totals: 0<0--� `.`2028:18 : 3 : ",43.834;-' 72:204 = 875 ;' =2.156 3or ::..=109.869 Member Section Forces IBtr Combination).'j CC', Member<<Label Sec' Axial Ib :Shear Ib .. i Shear Ib . s. °Tor ue Ib=ft , _ i -z Moment Ib -ft Mi. .1 43 834 :. 72 204 156 351 439.128 2 2'" 4.38:34. 72204 s 875 -21$5'627m. ' ,1`41629. 3~. : 3 : ",43.834;-' 72:204 = 875 ;' =2.156 3or ::..=109.869 4 s 4 43 8°34. 7x2 2®4 : 5 MAY,5:6 " MON _ . rb h3.84 3.62 _' , ;. 43`:834 .. ; 72;204 •-' .: '. _:875° -2.956:,. .12: 658.866 .,:a : CM2 1 :4.3857 ..: 7r22I22 .875: �157 _ NNEW76558MM&M.-T .. ` - 75 M1 2 ` .: 43:857 = -72':222 :: " :875' ` :" , 2' 157 463 - : ' -384.298. , 8 3 � 4 3857 72222 875: 21;5 X6.30 10:9173 9 ;' .. ;:' •.. 4. 43.857`: �'=72:222 , '.. `875 s s: `2.157'C; 2:97 °: 164:838: . 10 5 _4386:7 72222 876 2. x57 351 F:> a_4394s06 `-l` `- M3 1: 433:098 -. 72.17-4 t-'-459.043- "86-.51 14 ;-441.685 `-^ 12 v 2 � - WT3098` ffrp:?,, 774 -258 71 ro 88 52119 9 X1167 30 0 1' > -.13 . 3 433:098 '''„72:1.74.. 34:023:, `;; ' 88:519`. 192.: 107:083 . ' 14 4d 4:33-10:98 M2074 326 756... 88 5FN !L 381 467 f.M . ;. 5433:098 " _ -72A74 555:047 88.519-:' 53>1:..' ;` •;655:851 1s6 "I' M4 1 4�33®9'S 72192x -5T5550:8 -88`5T19. , 53...: 17 .2' ::.. _ 433:095` `' . -72.192 ,, -326.685 -88.519'-; . -124:: 381:398.: 18 3 r 4.33 0.9.5 722 IR `� -33 952 -88 519 92 106 944 19 -- :. 4'' ° ' `433:095:. 72:492, , ,. 258.781 . F -88'.'519'- --167:51. 21`0 - 21. ,.1 M5:. - 5 -.- ,.:< 720192. :4'58582 .:.88519 L4, .<: 441964 . 1' ''-731`:426:. °0 ' �0 . -.004: 0. p .. r - 22 -.. 2 71"426 ®. 0 -.9A4 ® . 'A. ' 23 3 <. 731.426 0 0, -°- 004 .' 0 : 0MN �24M DMIUSIMMOMM 47.31426 ® ® ®®4 0a�0M. , 'TOM'{. ; 25 :: 5 : =731.:426 '0 .. : 0<,: . . . " - fp 26� 1,. a fVl6 ~ .. ` .. 1 7�3'�1`457 ,: . - O . MINA 0. 0 _. p 27. 2 ;731:457; 0. 0' , ..004: 0. s ', 2'8 ME MA 73x14.57 0' - 0 0®4 . 0: ®. 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' 31`.55 - f 6.41 - 009' 89.7:.:-,',--441.687. 2 7427 3155 641 ®0.9' ; 673 a 331263 �� Company `Eclipse Engineering, Inc,' Apr 12, 2006 b Designer Gretchen lman 8:48 AM': ' 'Job Number 4 7842 7 . " 3'1IF5'5 Checked,By 65 S ` : 78:42 -3;1:55 -6.41 ' 009 ° 0 : .01.1 96:6 1 a MiV11,6� . ° " I �1�28'5 55� ®. 0 MYNA W t Member Section Forces A Combination) (Contin'ued) .67 ;> LC ` Member Label ' . `.' ""Sec ' Axial Ib '. v Shear Ib Shea Ib ` _-Tor ue Ib -ft z -z Moment Ib=ft s 47..:. 2 . ` 876:788 '> -3'1.387 : : `.156 0 1.63. '-320.562 69014 .: 0" ; 0' 70 ' O : ;:� E . e � 5 ,". 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" 3'1IF5'5 65 S ` : 78:42 -3;1:55 -6.41 ' 009 ° 0 : .01.1 96:6 1 a MiV11,6� . ° " I �1�28'5 55� ®. 0 MYNA W .67 2 : 1285 55 ., 0.., 0 :.: .. 01'4 0 0 ' W6 No WE IWAIRINSMIUM MM O N1285 55N MWOVMn ® <WW. 014 WE "0 5M =® Ulm - 69014 .: 0" ; 0' 70 ' O : ;:� E . e � 5 ,". Q 5�5r5 R IKEN, ` 71. ` 1 M18 :1. =1286.1.08..' t - 0 , :3- 0 - 014::' 0 0 72 -2. 12861®:8 �® ' 0 . u.,014 won , p 73 3 1286 108 0 0 ':.' .. 014,.. 0 0' 7, FMISIVINIAN.OM ,., 0� � ;75 •:-'�.. _ - 5° •. 1286.108 � 0 �D .01.4 �` 0 : '0 s � 1 RISA -3b: -Version 5;5 [z \my.documonts\Project•Files\Sun,Po\4er,\BIehm\lateral.r3dI Page -;2, Q3 it Q L 158 CMSTC provides nail slots for easy installation and coined edges for safe handling; it can be cut to length. CS are continuous utility straps which can be cut to length on the job site. Packaged in lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in Z -MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load as shown in footnote #3. • CMST only—Use every other round hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend to split. • For lap slice and alternate nailing information, request Technical Bulletin T-CMST. CODES: See page 12 for Code Listing Key Chart. a Available with additional corrosion protection. Check with factory. Typical CS Installation as a Floor -to -Floor Tie (CMST requires minimum 2-2x studs) Model No. Total L Ga SPFMF Allowable Nall a T,ehslon Spacing sEnd[L ,Cut Length s , i'Fas(enePs End L. Cut Length;' F.astehera o c r Loerls'(133} (In°a row) Code Nef . No. (Total) 39' Clear Span + 78' 86-16d 45' Clear span + 90' 100-16d 9235 19'4' Ref. CMST12 40' 12 45' Clear Span + 90' 100-1 Od 51' Clear span + 102' 114-10d 9235 19+4' TS12 115/e 10-16d 76' Clear Span + 152' 86-16d 89' Clear span + 178' 100-16d 9235 31h' 3, 28, 89' Clear Span + 178' 100-1 Od 101' Clear span + 202' 114-10d 9235 31/2 39, 97, TS18 1 173/4 14-16d .: 30% Glear paj+80, ''+:;_ 6616d "T, 35 .Clearspant70 761,6A 64 90 104' CMST14 52h 14.. 34' bf8r6 en+ 8r ) p• @ a,7610i1F 40 Olaaraspan+BQ,, '881.Oii 8490 .19<a.� 121, 128 59' µ OIe ,7�S qh } 1 f$ 66,16d .< 68 Clear spah,+ 136 ,Y .7,6 16d ,,,•,:6.496 31Fia • `.°°; .tT p`68` GIe'SYSpatt+136 ;` 781"Od :�_ 78 d1'earspan(+'158 ;, BB'-1,OA ,'.:6490 "'31h�`.�t CMSTCI6 54' 16 23' Clear Span + 46' 56-16d sinkers 27' Clear span + 54' 66-16d sinkers 4585 11/2' 45' Clear Span + 90' 56-16d sinkers 52' Clear span + 104' 66.16d sinkers 4585 3- 128 CS14 100 14 , 1'6h OeaYSpBq�y`32 30Od « jg llearspan+38_ua 34tAtl 2490 16t Lie r S _en1+ 321, `_7,30.T0&,. '24 90;, + ,, • �y ; .E 170 CS14-R 25' i 150' 16 14' Clear Span + 28' 26 -ed 1T Clear span + 34' 30-8d •R ZS1 25' 12' Clear Span + 24' 22-10d 15' Clear span + 30' 26-1 Od S 100 i ; Glean Sp,'n + 24 22 8tl , 151 `.clear span r30x }„ 26`-i3ii,t 1370 ',:, 3, 9, CS1 S 200 18 1;0', 'Til ped +,rClear span'+ 39, 62, C$18•R 25' i.i;ti" . CUr. Span+20+, . _ 1810d`` 12 GlearspanE+°24.� +p201Odp 11370 ,.., 21/1e' 104, CS20250' 20 10' Clear Span + 20' 18-8d 12' Clear span + 24' 20.8d 1030 128 CS20-R 25' 8' Clear Span + 16' 14-10d 10' Clear span + 20' 16-10d 1030 CS22 300 22, Cleaf�S an+16 1 's 148d 10 Clear span+20r x 168d 845 CS22-R 25" 7'.1iC(eaiSpan+14 12�Otl „' 9'',Cfearspan+el$er11,4,10tl� ase`845 1. Loads include a 33% or 60% load duration increase on the fasteners for seismic or wind loading, but DO NOT include a 33% stress increase on the steel capacity. Refer to page 13 for further explanation. 2. Use half of the required nails in each member being connected to achieve the listed loads. 3.Caiculate the connector value for a reduced number of nails as follows: Allowable Load = No. of Nails Used x Table Load Example: CMNo. of Nails In Table = STCi 6 in DF/SP with 48 nails total. Allowable Load 48 Nails (Used) x 4585 lbs = 3930 lbs (Half of the nails in each member being connected) 56 Nails (Table) 4. NAILS: 16d = 0.162" dia. x 31/2' long, 16d Sinker = 0.148" dia. x 31/4" long, 10d = 0.148" dia. x 3" long. See page 16-17 for other nail sizes and information. Twist straps provide a tension connection between two wood members. An equal number of right and left hand units are supplied in each carton. MATERIAL: 16 gauge. FINISH: Galvanized. See Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners. See General Notes. • TS should be installed in pairs to reduce eccentricity. CODES: See page 12 for Code Listing Key Chart. Model L fasteners Allowable. Code No. (Total) Loads . Ref. TS9 9 8-16d 530 TS12 115/e 10-16d 665 170 TS18 1 173/4 14-16d .: 930 TS22 1 21%.1 18-16i T _1it5 1. Install half of the fasteners on each end of the strap to achieve full loads. 2. Loads have been increased for earthquake or wind loading; no further increase allowed; reduce where other loads govern. 3.16d sinkers (0.148" dia.x31/4") may be substituted for the specified 16d commons at 0.84 of the table loads. 4. Loads are for a single TS. 5. NAILS: 16d = 0.162" dia. x 31/2' long, See page 16-17 for other nail sizes and information. TS Nails not required In clear span Provide min. W end distance. for CS and CMST Equal number of specified nails In each end Strong -Tie .i C316 18GNAE T"h'1W 2114 CS16 Hole Pattern (all other CS straps similar) Y'R16r14 Nx+ ,�4GE _4w e•:. 4- sx• n CMST14 Hole Pattern (CMST12 similar) Gauge, stamped on part for easy ideptification. Typical TS Installation 1'd' Y r_' CMSTC79 16 GAUGE • ,r '- 3' CMSTCI6 Hole Pattern Gauge, stamped on part for easy ideptification. Typical TS Installation C235 '�'Convte�--rC%YZ�� N. First St. West Missoula, MT 59802 Second Floor Ph: (406) 721-5733. DATE: DESIGN BY: www.sclipse-eng[nearing.com liV i ✓td . LA -p Lo O At) L O,�-CA-� a, rrr Cu _ 15 I to S - 4 �Co �. Ip 1.5 I l� S +- a 1 u, 1. (,o ids ar , r-c��-: `'. _ . P . - ,l- �,.Y1� R, IKY' a- — Q. ! . 51 to ' . G0'V, OU (.v---O`I `c f C.A/a L P QY G�v1 r`C( 1`O y.l Q/►�C�J. ,,-fie �(Arl Q.•C. - t� (� t;�(.f L•o C,cl �"� p I p 9-:-15 ' = 4 a 8 S .110 cA 7 i I �' • `� �'S = 3c�S.-1S .1b . C0 n.•► -,-C- c fi' '.Z - b avI e P r--1 q (.A -Ii- l vn-> �.'�i 12 SGr-c"�u.S (T= I,3� a.&C7 111"7. 2Ib 4Oc�.S I� . . . . . . . . . .. . -. . l' 1 i . . . 1. Fasteners (Screws and Welds 1 2 3 4. 5. 6. 7. 1. 2. 3. 4. 5. 6. M. Screw Table Notes .5"FCO® Steel Stud ManufactuNna Co. Screw spacing and edge distance shall not be less than 3 x D. (D = Nominal screw diameter) The allowable screw values are based on the steel properties of the members being connected, per AISI section E4. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. The nominal strength of the screw must be at least 3.75 times the allowable loads. Values include a 3.0 factor of safety. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be installed and tightened in accordance with screw manufacturer's recommendations. Allowable Loads for Screw Connections (lbs/screw) Weld Table Notes Weld capacities based on AISI, section E2. When connecting materials of different metal thickness or tensile strength (Fu), the lowest applicable values should be used. Values include a 2.5 factor of safety. Based on the minimum allowance load for fillet or flare groove welds, longitudinal or transverse loads. Allowable loads based on E60xx electrodes For material less than or equal to .1242" thick, drawings show nominal weld size. For such material, the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads For Fillet Welds And Flare Groove Welds 1 0 NW .'ll 1 0 su: ARD ..-ORPO N-.,�' RA. 70013ti- Avery ue. E -i- +� Janrtow N [� 58401 (701)252 X3.0.-,-, PERMIT, DRAWINGS • NOTICE. TO BUYER NOTE: THESE PLANS. AND SPECIFICATIONS FOS„CONSTRUCTION OF THIS SWUM 00RPORAMbi .ONLY Vis: SULOi:: BUILDING ARE NOT :TO BE USED FOR ERECTION PURPOSES. THESELw Fw eYSlowiwi .comma "iILIA DFAum iS wmrvmw IMO wr A cowR CT0 PLANS ARE FOR BUILDING; DEPARTMENT PERMIT PURPOSES ONLY.. o:A:AuM!DF: SUNWA ro CONOMPOH: u9SULAMON, THE ANCHOR BOLT PLAN PORTION IS F:OR CONSTRUCTION. EREcwN; .oYEANEw coops. ETC, ARE NOT THE F79F. N SLffY OFSU PIWARD CORPORATIM 1 !? • r m • ff ------ FOi c—zl it -9. tot. im r r vi <'Q .0-1 s,twmDw sa tt3im : ' WOW Fitz t A poi WALkDOOR ANCHOR BOLT: DETAIL WINDOW ANCHOR B.QLT.DETAIL .. WINDOW ANCHOR BOLT DETAIL GENERAL. NOTES. i) FIELD LOCATED BY OWNER.. 2 USE 1/2 9:n.3=3/4' EXPANDED ANCHORS OR EOUAL, MINIMUM EMBEDMENT 2-1/4. cA*w. 1)) ' 1cE .ANWoa. �oLT" ssiscr� Pfox �fe ini 2) USE 1/Y 0 x 3-3/4' EXPANOED ANCHORS' OR EOUAL, MINIMUM EMBEN414Y 2-1/4'.' 1 FIELD LOCATED BY .OWNER: 2 USE 1/2" 0 x 3-3/4' EXPANDED' ANCHORS OR'EOUAL, ALINIMUM DAUDMENT 2-1/4-. t j► WiNJIUNINS' IS DESIGNED' FCR THE r�LaravQ.LO iOS IN ACCORDAME, WI7i•i THE USC BUILAING'C00E (1904), ROOF L + 20.0.0 pet WIND LOAD. - BS.GD mph b"SURE B COLIAfERAL LOW. 0.00 ps1 SEIWIC..ZONE'- 2 CRANE - N/A TYPE; N/A MEZZANINE LAAO: LL - NZA, get OL + N/A pet 2_ ANCHOR. W1s AHD :ANY OTHER ITEMS, CMBFAOED IN CONCRETE.' INC=tNO ALA, MASONRY FASTENERS AND ANCif�TS ARE NOT BY SYtASR1m• 1 FOUMDATT074 QESICN OR ANY OTHER CoICRETE OESIGN w0fdt IS KOT8Y 'hi�iL1ARD'(CO�f A LOCAL ENGINEER FIST T11E DESIGN OF FOUNOATIOd ANO CONCRETE WWK). s:.BASe Rtr1ES ARE DES:CNED ASSUteING CONCRETE HAS A MINtmu. STRENGTH 0➢ 2.5 0 pat AT 28 DAYS• S: BASE PLATES. SIZES' ARE 3'-Y 0". UNLESS NOTED. } — - — - -- - —. FF-J—t J DETAIL Q �.. • �— ♦ N � � C '� j i — 3,-V DETAIL 1:6 — - -- - -- .y: .N•� � � n i j DETAIL MATERIAL SPECIFICATIONS 1, GIRM PURLA/S AND EAUE STRUTS... ASTM 'A57Q. GRADE 5S.' 2, 11 GA: AND 7 GA, WE9 PLATE: ASTIa AS7(% GRADE SO, J. Q.25.A:_.QREATaR WEB P,LAT£c ASIN A572. GRAOE'S0. 4. BAR STOCK. ASTM A529. GRACE ,SO.' 3. SHEETING; ASTU.A440. GRACE W 80,000.0s1 b:"R917 .A$1t4 A.-.8. GRAOE''D' 60.G!00..pi1 7...SRACING:.., ENS, ZINC COATED STEc—I .WIRE STRAND TO: A" A474-720. & ANCHOR ,BOLT: .ASTM A307 (IR A38. ROO. MATERIAL 9.-MIGH 3Ti1[,NGTH WL73: A3714 A3U -(U3EO WHERE' W-JNFIW ON 00WINGS) ARE DESIGNED AS BEARING ?YPE CONNECTIONS 4" 1NIaEAD.S' ARE. INCLWOED 'IN T14E SHEAR PLAN[ IN 1NE:OE9JGN•OF THESE 8Ci1S SHEETING NOTCH ; 3s- 9 (TYR) ANCHOR BOLTS a =rl Vi i + I L' 41 © BASE*- e' x. S' �4 0 TYP ANCii0R BOTS' 2- 2-.r- 51)V ! i. W0WOMAIN'G p _t.. —� 2: OMIT AT .DOOR OPENING AND AS :'SMOWN ON ANCHOR BOLT SETTING PLAN. 11i7" i I Q • p'- Q A. A . • . • G ACCESSORY SCHEDULE MAK DESCRIPTION DETAIV Q-Ty. 30 0 WAUWOOR F/0 A llro >< 1y. p . FNtA7w[u OP9CnU a ANCHOR BOLT 5CHCED ULE ANCHOR :BOLT IDTTH. IME SIGNS a MARK QTY. DIN. LEN, A 1 B C PROS. C M 4 8 I I •tom CHECK YOUR . ANCHOR BOLT SETTING. PLAN TO MAKE CERTAIN THAT ALL THE DIMENSIONS' SHOWN . AGREE WITH THOSE FISTED IN YOUR CONTRACT. 4N.__. "— 2Y 2' SUAtyARD COF9'ORATZQN knee : FEM T Sim Greven Wt: ,IP�.__ test. m" "a ONCP. i IO.X 36.1-A 2512 C Wt Br: T "0 Scale : ft e BIT'67 WET 18, AT Qf 3 sxaAKED AICHOR OR MAL y Bt3DWALL COLUMN: IV ALC7IONS Cv►1. r {D� 'FRAME UNE: .1 FRAME UN£: .(35 OL + LL: DL + N'L DL + LL DL- + WL C'OL v M 1 v GOL v 11 V A 0.69 018 =Q4t A 0:6rf 0.19 -0.41 +TF 1 � •... •.Ha 8 252 014. -1.46 6 2.51 a'l4 -t:" c : Z.A 0:'74 -1.18.4 0'f�•. c c� o 069 10.26 -q&H D. 0.69 020 -.041 VL :VR PRAMS Ll1rzs (- sH.2(l'/ *I ja Q solve yv . COLUmm REAmi"I a (X IFS), SIOEW.AIl e:oaDs - .. - -- ------ -HL-- ^VL MR Vk - _ BA8EPLATt 5-, x JV ;: -. i 0:22 1..44 0;22 1..04 ?}t SEE. ANL XOR 801T SETTING PIA�J LL: ; 3.36 : 5.40: i:u : 51.40 ". ANCHOR 80LT DIAMETER _ '-5.40. 5.68 0.47 S.9$ l MA=OWS FOR WRiD AAD 0.47 : 1.495.';. -3.40 -5.88 ; • $SIL -0.13; 0:10 0.4X3 0'.10 (tiMER£ X-9 R.. Sulk 0.13 .0.10' -O.0 -0-1O / tOCARON H (t) y 5142 ) . ; -cam.-* 1 1.39 6'.44 3.89 6.44.4 80' 7..W j • ANCHOR BO TS : COMB q 2 i '3.19 -4.'84 . ; 0:70 A /: 1. 4. / ; CQM3 w 3 0,16 O.Qa 4.Z5 CQf73 u 4 0.350.10 9.490 L^daS'Cur7e-zed' �313nf�a`_r. ------------- 1 COIRB H 1-> 1.06. X(DL+ LL1• COME+ p' 2=> L 00. X:(DL+ WL0 CDMB d 5-> 1:00 X.(DL+ BE 10 T COMB X 4->.. X(DL+ sErRi.- 1).E. POSITIv<..DIRECTIONS FOR 111E FRAME. COLUMN NACTIONS ARE: _ HO((fY40NIAL: :INWARD DIREC71ON TO THE SUILOING SIOEWALI , VvRYICAL-. UPWARD-OTRECTION TO THE-BUUAhYG ,fes 2) ALL REACIYONS ARE GIVEN IN XiPS (0000 LBS).. BASE: 6` x. it 3) LOAD AOMSINATION$ .i:I$TEp AA£ NOT COMPLETE 'FOR FOUNDATION DESIGN. IT MA'Y CONTROL'9Y DOING sQOITIONAL COMBINATIONS OTHER *AN LISTED: i La 'SUNWARD CORPORATtom 6ugt XiBEI+A7'81ID Prom bri.._..JP.r.. ant. I ROUE 129-F!_ Pncr. l 37.'� 38 X N .f12 CIptABrt Site. :'OIODILLEi CA ! I' Stile t.IPoiro P.O. t'0t7Z62 SHEET M0. A3. of 3 j iE nil + -At AT EAC" CABLE .110 xNLR COLUMN CONNECTION, i t CABLE 'BRACING SIiE3 Q ):DETAILS SEE Gi. - 1 FRAWNG DETAILS SEE G1 C-1. 0' GIRT LAP: Q 36-_0 OUT /'OUT OF STEEL UVAIWARD CARP0t:A7l,at4 Buwer 1 NWo. slim Draw ft.,—JF— X-36.1"14 :_--_JF— . CC -2 C'-1 CC-+ 6uttr i B➢lCE BLEIBI' .„3-29-57.. ERfci• f'3D X'i6'X 14 2112 0*a.Rs:' ELEVATION AT COL. LITE Q Sc�Ie.3 wr*: . --- tie', .t Gina. sm.IG. Ei DF.'6 AtaSt 8-E -LEGEND' C- MAIN FRAME COLUMN C-1 N s FC -'S1 M t� ESt2L ES -1F i' CC- CORNER COLUMN ., 9A -f0 TVP EC- 040WALL COLUMN iA- ENDWALC'RAFIER a- 00130 JAMB [G_ ON- 0008 HEAOER G-1 G,- GIRT 4P- PURLIN 3 FC-SSt. fC-32 /C-ai �. i - ES- CAW. STRUT - FC:32 F"- FRA.MINC CLIP 7-� CL- SPECIAL CLIP RS-RCOF.91EEi' SW- SIOEWRLL. . IZ1Ttdm RlrCUMZT r - EW- ENVWAL -04 AT EACH CA$tE IC ' - FTC- FRAMING CLOSURE R"ER CCiUVN CONNECTION, T- TRI11 4 CABLE SBRACINO $11E8 TR- SW6AL. TRIM D DETAILSSEE ' AL- ANGLE , 2 fRANINC` QETAJLJL S SEE ♦ Cl ♦ 4:• 17-8 17-0 4 A- SPECIAL AN&CFB- FLANGE. BRACE 0" GIRT LAP. qL CE`R21R LINE 36-0.DuT. Our'OF STEEL N.A. NOT APPLicaLF CC -1. C=t CCr2 iS. FAR S10E ' f NS: NEAR SIDE ";S. 040T. u'r-SuN1JARD' ELEVATLON AT COL. 'LIKE E A +STEEL O.C.ON CENTER LINE 1 A.S: AS..SNOVM < O.H, QPPOSITE NAND im TV. TTPiCAi U-NUK= NOTED -r .. i E4-11 ES -2R i iE nil + -At AT EAC" CABLE .110 xNLR COLUMN CONNECTION, i t CABLE 'BRACING SIiE3 Q ):DETAILS SEE Gi. - 1 FRAWNG DETAILS SEE G1 C-1. 0' GIRT LAP: Q 36-_0 OUT /'OUT OF STEEL UVAIWARD CARP0t:A7l,at4 Buwer 1 NWo. slim Draw ft.,—JF— X-36.1"14 :_--_JF— . CC -2 C'-1 CC-+ 6uttr i B➢lCE BLEIBI' .„3-29-57.. ERfci• f'3D X'i6'X 14 2112 0*a.Rs:' ELEVATION AT COL. LITE Q Sc�Ie.3 wr*: . --- tie', .t Gina. sm.IG. Ei DF.'6 AtaSt 8-E . C-1 s FC -'S1 t� FC -52. IW 7-4 ., 9A -f0 TVP iE nil + -At AT EAC" CABLE .110 xNLR COLUMN CONNECTION, i t CABLE 'BRACING SIiE3 Q ):DETAILS SEE Gi. - 1 FRAWNG DETAILS SEE G1 C-1. 0' GIRT LAP: Q 36-_0 OUT /'OUT OF STEEL UVAIWARD CARP0t:A7l,at4 Buwer 1 NWo. slim Draw ft.,—JF— X-36.1"14 :_--_JF— . CC -2 C'-1 CC-+ 6uttr i B➢lCE BLEIBI' .„3-29-57.. ERfci• f'3D X'i6'X 14 2112 0*a.Rs:' ELEVATION AT COL. LITE Q Sc�Ie.3 wr*: . --- tie', .t Gina. sm.IG. Ei DF.'6 '�: • a 10�ti ;� a t0� f2.06 w , v 12,90 t, 2.00. � Ix_00 • IC - 2 -6 t i.. FC -98 FC-.iYl t ; I. FC -:9E:. �.-0 IG_2 `G-2. 1 ►. ho' tG-2 .I IG, o'W 0-3 � � O 2 J Av f I � 1 t Y - :BA -10 "P1 K[ERECTIONM: N .. -30 AT, EAOt CCIJUN fAO11 CORNER BASE A ` bCLUiIH BASE FC-5?.AT s R' S7.�ItWs%N' EA04 COWMN TO:RAFTER 9• : � 8-S' .. 12-0 0=3 ' 8 Ae�Y : S. 0-a 12-0 ' ' a-,3 CONNECTION.oLNBLT)pU Bv-me. s FC -84 _ © FO -b0. FC-ai; G FC -8• FC -6. .. , AT RAPIER P_a( CONNECTION. f s6-0 OUT / OUT 0� AT RAFTER Pflx COru�EC12QN• 30-0 OUf OUT OF S![F1 FC' 4 AT 17tlT.OF EAQ-1 GIRT SIEE_ FG-4'AT..ENO OF VCN'G.7T'' TO OFEW SIDE OF COLUMN. ." CC -1 EC -1 EC -1 Crrt TO OPRMER COLUMN, CC -2 .EC -2 FC -2_ CC -2 FC -7. A.T. ENO OF EACH .GIRT FOR.ENOwALL DETAILS Ss. BOLT . .TO wE3: STOE OF" COWMN., _ . REOUiREMVTs: SrLe .m �+ . FOR ENCWALL OETAILSA DOLT ' . r. ELEVAT,�C: ON AT FOR OMMEAD DOW FRAyFA ELEVATION AT .� OPfNtN OETAiLS semGn : -• FRAME :L T N E FRAME LINE - . .. . ,. -3 .. .. •. Sum"YAR0 CORPORATION Ener 'S'REDETrCT STEEL Drm BfrL^T� Gat. ; 1ERLE STi?IN Dsacr.: 3D Y M x da 2:12 Ch.K t. By'. -Site. I. =Mik. Q Scale :Naw 4.0., i,911?b1. MET ND. 6: u b. a- $ PSI 'TW .. s I .,per_• - . E5-2� ES- 1P i r I - S'a WO P9Art0 A7.h40ff J/ ACN.9AKs POL EtVE:Sir?UT 4 j i0 FIRST F8A-10 TO BE INSIAMED. 4EFORE' SEETING.' SEE 08.. - 38-0 OUT 'OUT OF STEEL ' . _ F6-27 UNDER EAg1OLM N'_ r AT BOTH END WA' 1 S FdR CABr.E BRACING SIZES ANO DETAILS S O1, r MR FRA►1iNQ OETAOLS'SEE G1:4t ROOF FRAMING .PLAN 1, Y• -D' PURUN IAP, { BUmWA.pa CORPORAIXON Bwer REKKT UM Orm b: --P-;7 : _JP_... cql{ MU: BUDO ..4-29.91.. Otur: 30136 E 11 2i12 Cho hi-...�.__ site. i ORMIllf, CA --_---- o M. (. T 9 G1N 'SHCE•T3NG' STAO MG ' CfnRUN[.OF HI -M ' °AT SWURE, ELEVATION AT CCL. LINE A FOR,TRTM OETAILS SEE a`. 1 - FOR SCREW PATTERMS SEE G4. a ROOF SHEETING PLAN. ,BEGIN VEE -TING -STARTING ..A n MMTERId:•IE OF Hl=19 AT STM' LINE: ' 12 RIDGE GAPS (RG -1) AT PEAK: j FOii SCREW PATYEANS SEL - _ ? BEGIN SHEEMNG STAR1114 r ' CENTERLINE: OF Hl=R32: aR�TA»SSEE . ' ELEVATION AT COL. LINE D. p Fop $'CREW P-TTERNS,SE! 0, SUNWARDCORP RATZCIN freer : PMMY .gm. Dron ➢fd _!P .._ Quit, 'i Ku am.. -4-19-97- 30.x 4.19.97_3Dx 34 x'Ii 1112--- &ile : "da F4 : 8174-47 SHEET A8: s GF'A 3 :SUNLIAREI CORPOPATION. i e>,>r.► : Elm sem. D.aya Nt__.1 tuft. I'mu:xm* Deycr. t J0.X.M.X IA .I12 Eheek'it Site, 1'Qlar(L1Ei CA. ._ 04 .1 60261 SIEET,NQ, ES CF 4 1 7070 NAJCDODR, NAROwARE F= i • Wfftv IJWJ . 2 3- o `r 5 = e sTcY1s�HT5 ftci.fl P,SC-1. 'SNP—IS_s PaC-2 r ' ! ,a: ' BG+ N SHEETING. STARTING . _ CR1I1+E 0r' MT—ASB _ .ArSffCU r � 6 CIN SI1E[RN0 STARTING '" t� NE Ipi ►1J—PIR PAN `il['�D: CUT 9i1NEL5 AS llEO'O' ELEVATION .AT FMD. CUE uME. iIE1D. WT PANELS A$ REO�D AT ELEVATION AT AT CABLE: ' RAME • LIPJE. 1 fRA17fD .OK+t:�L4`t '6aM`. �DE.TARS FRAME LINE 3 Fqt 1RJT,r'GETAILS 56C f.5. � , , � �' SOP .TRIM SEE CS. � - FM $mv/ PATTERMS SM am.` FOR SCREW PATTERNS SEE Ca. r :SUNLIAREI CORPOPATION. i e>,>r.► : Elm sem. D.aya Nt__.1 tuft. I'mu:xm* Deycr. t J0.X.M.X IA .I12 Eheek'it Site, 1'Qlar(L1Ei CA. ._ 04 .1 60261 SIEET,NQ, ES CF 4 PLATE SIZE TABLE- SPLICE BOLT TABLE, COnra. LHi7:Si0£ ItINY SIDE :SPDC£ OtY SIZE TYPE A 1:5 X. X..10 N/A A 2 i. X i—s A307 6404 '8 x 2 A325� OtA M/A C 9 x v' A313 NO VERTICAL CUEiaRANCE AT LEFT HAUNCH - 12-10a WRTIC& OAARANCE AT PEAK 1 14_11 Cost.' IDLE RM HOMITONM CLEARA14CE' Hgi1NC{l.TO PEA%e�-8�5 Da9CTs I a9 X 36.2'14 2112 'chwk 693 Stta:. `OROVILLEf CA -- _ Scatlt 1 ARM -- i.,Q:`817267 ,H NO. Eb' Or 6 PURIIN h P FC -R0 q . (RSP) fONk.Y GVE STRUT PURUN .Ct FAVE STRUT PURUN. 8 ENDwALL RAFTER PURLS ENOwALL RAFTER -_ � I • • i NQWLL RAFTER' t BOLTS ENOtiALL RAFTER ., A=323 ! t .' Gip FC -63 N t— CLIP FC -65 • ift5 d►1U(i L• CLIP: FC -I" t • • t (FTS.) ONIY q� CUP FC -6.t G •' • t�(FS.) ONLY ; , 1 Q PEAK DETAIL WITHOUT. CENTER COLUMN V t i ' ,,' ► � _ r ' • ' • t cur>ra�(A.sy • i a . • k CLolfe WO.14.) Q.- ,Fc -4 i . 1 • JIV (:0).'h' • • 1v. (t0) lh • x Pti +•--(10)'.'t1';• ■.I'/i t__ _ ----- p`� A-325 VOLTS !►-l20 90LTS AZ BOLTS ® ',—CUP FC -W. t • I CLIP FC-Sa. ® CL - . CUP'FC=37 CLIP: FC -S7 CLIP FC -37 CORNER COWMNAL-t9L(q' rrvtlwAu COLUMN r CORNER COLUION a I7 xi"S.T1S(4A k C ahi lLI! 1 oai•t 9'. C t0?1 Y. GCLIJ* 6'k' L GUT L t CCRNE4 Cl Wlp� TO 1WA(t RAFTER W/p CItBLE, I ENOWALL .COLUMN :TC..ENOWALL RAFTER 2:. CORNER COWMN TO ENDWALL RAFTER. W/CABLE. 3 rr M C^ -101N GTKr I LL 15 2' 3• 4'' QIP fC-4 /12 , t• SXL-(GA) GENERAL NOTES: 1 F•+l---r+�-� Oh" I:.ENOwALL CDiT �w� COLUMN SNEETINC AN0.R L) AU BOl'TS 70 8E 1./2' m. x 1-I J4' A=�47 CLIP FC=3f -7 - -- • (-90) CUP EC -+CLD I11 2.) VIEW IS -ROM OUTSIDE' OF BUILDING • --:CHIP Fc-e� ? 3.) ALL 01r9IONS. t. A -------_-_ {. 'r Ew!< STRUT � 4.) MATCH SHOP MARK, 5.) SEE CROSS SECTION OF, MAIN FRAME FOR t �� • • t • . �j PURUN..0RIENT.ATICN.. I i COMER. COLUMN 6'd• T'ENObAIi 8 Z:9IOEtlALL CIRT • F OjRTS ENDWALL RAFTER .5tt%-nmC CLIP FC�32 E Al;-1fLf R , GIRT TO CORNER COLUm1 OETAIL :6 (;IRT TO:ENOwALL COLumm DETAIL 7: iiNOWA1L RAFTER :TO EAttE STRUT B4ACE'DETAIL .8. Cup '(2): FG -.SO ENOWAL L COLUMN st UB .wr-%' l -A ,^ S.O.S. (fG 11} �� CLIP lZ) FC -SO CORgiR COLUMN ---., -------- A 25 BOLTS (2)''ti t1 x a'h• t T0) ANC�E �(SA-IO) (Z) a A]07 A-315. BOUs. • ANCltOR BOLTS _ ANCHOR BOLTS :' SUNWARID CORPORATION • ftm :.pfq. ICT BTUL Dram vv:_' JP— cant. : oum mom pun,, �L, Q•aCt. 1 30, X I& X to 232 IAiok' a: _ •.t'd• 1'It w"L ''h• ' E7tCwAU RAFTER. silo: : MLLEi CA :'4 P.0 t 0177!7 SHMT'M. 6: OF b. DETAIL �.' PLRtiiN Tp £NDWgtL..RAIrTE@':DETAIL It rnarim rn1 izMN RAS< DETAIL I ENOWALL'COLUI�IN BASE t REF. •.A:. REF. -0 n D _ 5M.; CASUE 0 .Ao.- N-' :O :.. CAB.t,� 1A 11AIN'fRAMS .. (B1T p - .QD D.'•BOLT .CA1Rli. tl BACK-UP 8+1A1! ON V _A' DIN. 11' aY BOLT ' -A` ODA.. it' . EYE BOLT g AS LABELED i.LWtt40 0". •B�' DIM- S. 9 'C' OEM. S' 8 cUt was1BR--r" OAiLE. GRIN :CABLE cxlP a/ iU�D.Pt�ws) TOTAL H 17 la' *I TOTAL 1i _ BACK-E' PLAM1� BACK—UR PI:ASE� - A t AEti `I BRACE B1E �; MAD1 FRAME ti . (A$ L40MEO Oro' q it _ u TwA9(m J CA81E GRIP -4:1CAUL6 B+tACE :LAT WASO 4A�� .A9Ld GR3 ' EYt 80�r?GRACING .AT MAINYRA'ME 1 :BP.ACINC AT MAIN_FRAMEae.RSOVER CROSSOVER -j.. MJt ` SAC9-UP' DTE CABLE GRIP J ((AS Cy9ELE. _ . CARIE GRP AD SEF. SX1pPINC UST fOR CAlfl.E. V�CINIa DIM :. A) sm 941➢/DIG L[S►.ftW CAW L"'-C:TI l C D[:M • P2'E O aE.(SURDAL4 iF.A1M'avG EI,Ev AgO.'�iwS) Loo - FIELD MiASUREMEN1_L_OeCEN SRAM M - [WALL RAFTER $RACE EYE .1 D+6WALL'RAFTER — 0 GIRECrIONAI SYMBOL POIN13;'79p PC E148O1T 6Ad OR THE CAM A9�MBLY, " Ld�(SLKOLE [ OR. BACK TO BACK .X) , Q.W: F.0-166 SINOL6 t OR TO BACx =) 'SIE'IRAMD(C RLEVATI" AND PCA4. - 0 If NO SYWL IS : o"k ;1H6 E7+0$;OF - .. - THE,CASU'. ASKMM.T ARE INTTJtG1 ABLE. BRACING AT ENDWALL RA: -TER 3 BRACING •AT ENDWAL:. RAFTER Y CABLE' BRACING -ASSEMBLY CABLE '1Bf7 CZNG' ASSEMBLY........ . CLIP: FC-.94.'GENERAL �, ��RAL NO iE S: ". '� Nut w .1.). ALL. scOt:,To 8E Ile4 x f-q/s" A-307 usxom JAPIS' CABLL 2.) VIVHS ;ARE FR60A OUTSICE.OF BUILDING (U --Y.) ALL ONENSONS' ARE-.*. CABLE.3:) *AP)L I ABLE CARL -a GRIP s,).,8 MATCH SHOP NARK. HTLL%K .'MASHERCAAtF '- I S.) SEE Ck;SS SECTION OF MAIN' FRiWE FOR Mt y1A3Ndti 'PURLV ORIENTATTON. -CORNER COLUMN CSOLTS)a SIOMALL (2 BRACING AT WINDOW JAMB 15 SW BRACING AT CORNER COLUMN 6 "1 . y ` WWAR D 'CORPORATION Bwei• R R6fit7r<.7 "m DPrAn OVi'";_0D ' L1at, • L �tl.E YlF1g1 __q,�yg7_ • Bneai t: 30 X U I 14 2:12 DwO Dei_._ Stith: i'OVULi CA' . were ; IRen� PA.. i 61724.7 �#6f IM':62 COG 4S.k-4mr ti ovmu5� cA>' -t (()) ao�rs REOo ./ RANGE OAACF ' ao�Ts. K=. C 18002 Rf4'0 w o FLAN E BRACE rtaT 6VFEat AP 5 GIRT OVERLAP _ SUNWARD CORPORATION 8mr 'E RUEM4I SMEL MAIN MAW WIN FRAX oni : a tiEttt c �_ � t. may. ro„ t 80.8 pa . �• sns Cu?' .. sift: : ORAmEt CA $cdiv S:Naw 4 � W259 Oaf a0. 63 or'b NAiN :rRA1K YARN M RAM' N� ••O` 1'-0' rtAeiEp.. WKRALL uv 6AK fvwr GK lfWT. WiliN '. 4tJRG.1N :i•LiYi !)! 7 4 ,. O . ABLE ^t CUP: ft -es •A ►�- rtJ>•SS 9AAC[ FRAME aAfiTFR nA9W ! C P. k -ea .• As'+ttqu0tc? _ AS REQUIRM ^L. v FRANUMC (sx Cses r7�Al,AING f _ YAC MN - - - () 80CTS REO ./ FLANCE BRACE QO 80Gt3' REF, v' / fi�NGE "044 () $91.1`5R80?D w o is M 9RA E (® 8OLTSAMD. ./Q FLANGE BRACE I czi�ra T '.MF TO EAVE STR.lf v.[omt5 2. PU.RLIN OVERLAP 3 PURLIN OVERLAP 4 MF TO EMt STRUT.. ''«+�a.z ' • GENERAL NOTES. _ ,} ALL-GOLT5 TO OE..,n• Z} VIVNS ARE FROM OUTSIDE: OF SuaDING (u.,4.) - - FJUtG£ @RAC[ • • YA:N FRANK Camm" • • uc [ 'n Amm NViC fi AS 1[mmm • } All OIME!4%09S. ARE t. As . (s[CfiCN1EuIND�C (sm Yowls:' . . aEcsmN? !.• a • i. �. o • • 4S.k-4mr ti ovmu5� cA>' -t (()) ao�rs REOo ./ RANGE OAACF ' ao�Ts. K=. C 18002 Rf4'0 w o FLAN E BRACE rtaT 6VFEat AP 5 GIRT OVERLAP _ SUNWARD CORPORATION 8mr 'E RUEM4I SMEL draw+ wt._,:�__: oni : a tiEttt c sift: : ORAmEt CA $cdiv S:Naw W259 Oaf a0. 63 or'b ,7 -� G5 TRIM .. ',� ------ .----jj ----- �• A -� G5 TRIM .. ',� ------ .----jj ----- s4. .. 61RT 77 J__1 ac - TADS • 1Z ° f1FLD lQCA1E.AN0' C.PT ' DRLLI. •' •HOLES . XS AEWum: SUS dANB GfTRIM 8tS'i GIRT °0°a HEADER GIRT TO' DOOR] JAMB 1.3 SUBJAMS:' TO GIRT 4 .! DIPT m GIRT 4 REF _ SiIB "Amo ODOR fRANE �- 45. 7RCM D� OC uSI E i.2 v1 E SiD S (Ca) /'-8' D.C. PROM INSIDE _ i Ar JANE Ol? FICLD VW z EACH V= .WITH A.'1/a' . Y - D. V-60 C. MELV-6 ( NEAAER �. ~FLO" 3 s r + "—.DOOR 'JAMB FINISH FIN194 FLOOR LEM R1GNT M � ¢ L T MG"T ODOR JAMB TO £.W. RAFTER t SUBJAMB. TO GTRT 2: REP ERENH FOR DOOR 'JAMB :5 OOOR HEADER' TQ DOOR.:JAPAB �s— ..I -1 ~ '11 NERAL t�,OTES:. 1) ALL BOLTS TO 'SE 1 /Y 0 a 1-1 /4' 9 2 am .. A307 (U N) ` CL9 FC -B• t) � FNO(TUAPP 6-m I<�ea. n ` Gt 2) 'rlEW5 of FRO OUTSIDE OF. BURDINO (VIN,) ^.B t NOT NOT ti 3) AIL.31MENSIONS.ARE ;L.- C DOOR ,IANa� 9'C DOOP JAMA _ K. ENDfiAtY RAFTER • _ CUP ►c wo C . DOOR JAMS TO'GIRT ' 7 DOOR JAMB TO .GRT8 ,�.����....��.•-•-- =------ -_—_- --- .L COLIRtN., (uU.%O �v As DOOR �A�ej 114' ' A -b BOLTS OOM.ADE�:. «) �,•'. �� ' PLS BlE - ANC/IDR 8gLT5 CLIP FC�S7 . C)��-• CUP i'C-38 R) �Ql F E"�6 A, OLUMAH/ DOOR JiWB SIINIJARA: CORPORATION 3u�•r : AEGiICT SRk1 DnaYn 8ti:....3F...._ Eald STRUT I CLSp:. -�C-i38 vi tuft. I (l4lCi'Kam Otfcr..:10 K iA 1:A 2:12 Oink W _..___.., Sitz, ; OAWICLEe'CA �....,.,. ' ENDMAU. ar •i . 1d' DGGR'O DODR J►M8 CUP: .FC -lib : DOOR.JAh1B TO SAVE. STRUT 9 . .. ENDWALL COLUMN: BASE DETAIL to. ... f�waiLtDCUh1WTp�N[xJAtLitAftflL (� SCAtI ;Rune' F:e. Q e t w Ot»[ iatoOueE (Y-0' 0.0.) rZ .'a/C axs t -M n.�J Dom: QDaYRfi Ab0►'►AKI.. { �M - U6 a11rR1i:YMA► iiJt Do, M Mm0" N ip0r ►ui� 'JtitD10 Ar10t/ ,(eA_tW r7VC YAffSC SMkI. N TRDA .. �'- ow P"Im .( • AI r t• (*A) BLDG[ CAP PEAK OaK. W LAME UUM2 Al s i s &A:t i A--"% AIIII p2.;•te.7As- cu , T• �I IIII . /tJ/��j 6T.t.. . ���II Ouftm[ CLOaY►! I II/aTK L051t• i�' 0.G �If I, �I P r ac i Ls t rrAta rAwt ��TTUS L'r P Z7) . w�ii[ .vuR. I tr= ) t (K CAM TRb smeuu. 'fiAK SBOIT. :•A7S�tAN� ! Gk a1Wi (gp►lOiri !DR.�QT?) 'DvDMµt, ... EAwE TRIM SECTION 1 GUTTER -SYSTEM SYSTEM SECTION . 2 ' GABLETRIM SECTION F3 PEAK BOX. 4 CORNER TRIM PEAK BLO.G) .5 tutor PAHL CAVE cum f:. �• ass r-r o.t:) witi. vAun AtNZI iy-W) vALI t.+Ka . aaa �z . i'wm ►� 1, fj 4%W Az:. r s.a,t r Mot CRA 04 -o•.0.rAx /AattL♦iQ! avec a.osuu r er _ - C716+O1 ) 41Ya't1UL ((aattr�}i9tt ' iAri )YNLL fIDEN1LL t t.r [D;L . IMAMD+O .2'.06ta1E ltifl.S l Pati Mt:ADLp hIM : lr'i 0.C) TYPICAL CORNER DETAIL. 6.'CORN.ER. TRIM PEAK< BLDG 7 ODOR JAMB_(r-o•Qc►AIR 8 :HEADER TRIM, 1 9 BASE TRIt1 DETAIL 1,0 rAts 2. ■ �' 5.G.°, WAIL PANEL N AYMOOR JAMB ODOR OAUE: :!W ► GIRT 11 CLOSURE rRpt \` t DOOR r"AME WALL PAN& � SUNWARD . CCRPURA•120N `FRiNiNGss^ FRAMIN40 'CL RE � &Aft or&" Clo9�ftE D ea Cult. t YQ!!,f :NDS( .Oiidi t�N� Icor. t dl X'36 X I/ 2IU iAitr Si11. : MVILLEt CA Serer - t. poie v.o. c'GitP6) JOEL ao. es.� °. w(u LennnR :4FAi)FR TRIM' I I I WODOOR JAMB .TRIM 12 CORNER' TRIMHIGHSIDE 13' NOTE!" SEE -CROSS :SECTION OF, MAIN ml FRAME FPR'PURLDI ORIENTATION. 3/4' 'T ELF. TAPPING 3 . CREW (S,7.S;) f 4, 1 Er- SELF DRILLING SCREW T I r . T PBA -10. -TO 8k:INSTA"D .806FORE APPLYING SHEETING. SEE ROOF FRAMING PLAN.- FOR LOCATION. 2 x V &DrS. (GA) -(TYP) 'r2 - 'k -3/4' S.T.S. . _ .. AT. EACH HI -RIS: AT RIDGE CAPS) t t t t ROOF WALL FASTENZJq -SPA A STRUT, SHW NG ANGLE. * RIDGE CAPttEkell PRIMARY ' p R �01DOCF; E 4 CC �A OT" SH.M.TING. ANGLE. BASE ANGLE FASTENER S ACING AT INTERMEDIATE GIRTS. P NOTE SELF..C$tjU_j,VG SCREW PATTERNS.A-& 0 MUST. EEFaLLoww Ex^c7LY'AS SHDw"'w-..R".lV t t Rtj?4?41KG 9JGRT. c WMEN ... IN%Tti . zairrom rwc v%Erw; LmD RED n_ suPURCHASE 0jT-IOl44.SWEWS,MM THE ' .FACTORY A#jo FOLLOW SCIEW PATMf�S As..940"". FASTENER SPACING AT INTERMEDIATE PURLI"S. FOR *YQUR CCM%tIOCL-PLEASE.AX4SE"kW�AIA,. OF A 14. bjq;LATt(jN vw VaL SE MCC- -V%R'!W"CF 'INSULAYION REQUr43:LCPA0::SCRf"A`- ROCF SHEETING .(SKYLIGHT) END LAP ROOF $HElETING (SKYLIGHT) SIDE LAPS S.T.S. S.D.S. TAPE MASTICMEETING Ra ROOF. 5 OF SHEETING. (SKYLIGHT) (SKYLIGHT) :L ROOF SHEET USE TAK MASTIC. ATAU ROOF SHEET PURLIN ROOF,SEAMS LJ�S'.S"04- (S YLIGHT) REMOVE PAPERVACKING, 7A EET fGHT) ROOF MiWITNO: 'Ll 6k COLOR 6ALvhmllu SCREW TME ■.STANDARD. 0 STAINLESS SS S DOTHER WALL 'SHEETING to, GA, COLOR. SCREW TYPE M STANDARD: O.STAINLESS SIECL.'O OTHER TRIM COLOR ' k!"M PARTITION SHEETING :N.A-. GA. COLOR LINER PANEL ith. L(;.q. COLOR SOFFIT PANEL INA, @-A'. COLOR_ r'lv 4. 4' 12' 12* C- MAIN FRAME, COLUMN 'R9- MAIN FRAME.RAFTER CC- COMER :COLUW EC- ENDWALL COLUM14 ER- mwAtL * RAFTER Oi- DOOR JAMB'. OH- DOOR HEADER G_ GIRT .P- PURLIN ES- EAVE STRUT mo -1 — MY *uTw'*%lJ4_ 'r ..if. QA . Q M_". mulm *%MGM MOM& t* a 1* 16 '6A.. GAIN" FC- FRAMING •CLIP It %,LN ILM 1-Ulr- CL- SPECIAL CLIP N.A. NOT APPLICABLE RC- RIM CAP F.S. FAA SIDE - RS- ROOF SHEET. N.S. NEAR SIDE SW- SIOJEWALL -N.8.6 NOT 8*-'SVNkAab EW- ENDWALL D.C. ON CENTER FTC- FRAMING CLOSURE 1. 57UL LINE T- TRjm O.H.* OPPOSI'TE'HAND' TR- . SPECIAL TRIM TYP. TYPICAL A.5. Ab..540WN. llk. UNLESS NOTED CABLE .SIZES: Q NONE' 0 5/16- 0 Q .1/8' to C -1/2 0 LNG 1 0 NONE I a 3/8' 9 I 0 1/2" 2 Nd 0 H014E C3 3/8' 0 C; 1 /2' 0 ..SUNWARD CORPORATION finer =MY 4TEEL: It -9 -34 - X'.14- 2,12 Chw* Site. MMLEt CA Pig. I M7* ow -1001 % 6 Ali „4•. �. .:r► ,r ,� rru r�Qo�o�� oc f.*, GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected inverters making them easy -to -install. More Energy MIXTM Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 Watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 50 years and has more than 100,000 inverters installed worldwide. O POWERING YOUR FUTURE ON J V Input data IG 4000 IG 5100 IG 4500 -LV 'Recornniended'PV power (Wp) 3000 -5400 4000 -6300 3600 -5500 Operating DC voltage range (V) 150 -450 150 -450 150 -450 Max. DC input voltage (V) 500 500 500 Nominal input voltage (V) 270 270 270 Max. DC input current (A) 26.1 33.2 29.3 Output data IG 4000 IG 5100 IG 4500 -LV Nominal output power (W) 4000 5100 4500 Maximum output power (W) @ (40°C) 4000 5100 4500 Nominal AC output voltage (V) 240 208 Operating AC voltage range (V) 212 - 264 (240 +10% / -12%) 183 - 227 V Nominal AC current (A) 16.7 21.3 21.6 Maximum AC current (A) 16.7 21.3 21.6 Maximum utility back feed current (A) 0.0 0.0 0.0 Max. continuous output fault current (A) 35.2 35.2 35.2 Nominal output frequency (Hz) 60 Operating frequency range Hz) 59.3 - 60.5 (60+ 0.5 /- 0.7) Total harmonic distortion (%) < 5 Power Factor (cos phi) 1 General data IG 4000 IG 5100 IG 4500 -LV Max. efficiency (%) 94.4 94.4 94.4 Consumption in stand-by (night) (W) < 0.15 Consumption during operation (W) 15 Protection Type NEMA 3R Cooling Controlled forced ventilation Size I x w x h 28.34x 16.46 x 8.78 in (720 x 418 x 223 mm) Weight 41.8 Ib. (19 kg) Ambient temperature range 5 to 122 T (-15 ... 50 °C) Integrated DC and AC disconnects standard Protections Ground fault protection Internal GFDI, in accordance with UL 1741 and NEC DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741 and NEC Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class B Anti-Islanding protection UL 1741, IEEE 929 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection Two -pole, 30 A circuit breaker AC wire sizing Use maximum AWG 6 194°F (90 °C) copper wire DC wire sizing Use maximum AWG 8 194°F (90 °C) copper wire AC disconnector 32 A DC disconnector 30 A Warranty 5 Years; 10 Years available Distributed by Fronius USA LLC Solar Electronic Division 5266 Hollister Ave., #117 Santa Barbara, California 93111 E -Mail: pv-us@fronius.com www.fronius.com KC170GT HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC :......... MODULE LISTED. HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and an EVA pottant with PVF back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC170GT is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large.commercial grid tie systems • High Voltage stand alone systems QUALIFICATIONS ■ MODULE ■ FACTORY UL1703 certified IS09001 and IS014001 PERFORMANCE WARRANTY 1 year limited warranty on material and workmanship 25 year" limited warranty on power output ■ Electrical Specifications MODEL Maximum Power Maximum Power Voltage Maximum Power Current SPECIFICATIONS ■ Phvsical Snecifications KC170GT 170Watts +10% / -5°/ 23.4Volts 7.27AmDs Width 990mm (39.Oin.) Depth 36mm (1.4in.) Weight 16.Okg (35.3lbs.) ■ Thermal parameters Nominal Operating Cell Temperature 47°C Isc Current temperature coefficient (3.18x 10-3) A /°C Voc Voltage temperature coefficient (-1.09 x 10-1) VrC Note: The electrical specifications are under test conditions of Irradiance of 1kw/m2, Spectrum of 1.5 air mass and cell temperature of 25°C Kyocera reserves the right to modify these specifications without notice. (Unit: mm) „b uapua ,a� buu,u„aa.v not more than 10% of the minimum warranty value of the product specifications within 12 years and is not more than 20% within 25 years after the purchase of the product by customer. The output values shall be those measured under Kyocera standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera.) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KC170GT at various cell temperatures 4 75°C 50°C 25°C t' q 4 Current -Voltage characteristics of Photovoltaic Module KC170GT at various irradiance levels 10 r CELL TEMP. 25'C 10. IRRADIANCE AM1.5, 1kW/mz 8• / 8 7 57C 56 y. ): r r'" Q� C lr. 600W/ml U �? 4 U 4 i`yrt ., Y. l �}. - f' r� 0 s• ` ; Y �� � f Voltage (V)c °z t F� � 4 r I 4 75°C 50°C 25°C t' q 4 Current -Voltage characteristics of Photovoltaic Module KC170GT at various irradiance levels 10 r CELL TEMP. 25'C / 8 800W/M2 Current -Voltage characteristics of Photovoltaic Module KC170GT at various irradiance levels 10 r CELL TEMP. 25'C / 8 800W/M2 6 Q� C lr. 600W/ml U �? 4 i`yrt �}. rqy E# F 0 r 30 t ° r ..� ,�..�t 1000W/M2 400W! m' 200W/nn' }s � 210' 7 R� �� 2 QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules exceed government specifications for the following tests. • Thermal cycling test • Mechanical, wind and twist loading test • Thermal shock test • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact our office to obtain details without hesitation. 19I(YOCEM3 KYOCERA Corporation ■ KYOCERA Head Office CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushimi-ku, Kyoto 612-8501 Japan Phone: (81)75-604-3476 Telefax:(81)75-604-3475 http://www.kyocera.com • KYOCERA Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260 Phone: (480)948-8003 or (800)223-9580 Telefax:(480)483-6431 http://www. kyocerasolar: nom • KYOCERA Solar do Brasil' Ltda. Energia Renovavel LTDA, Rua Maurisio da Costa Faria, 85 22780-280, Recreio, Rio da Janeiro, Brazil Phone: (55)21 -2437-8525 Telefax:(55)21-2437.2338 http://www.kyocerasolar.com.br • KYOCERA Solar Pty Ltd. Cnr Forbes & Riverside Orive,West End, OLD 4101, Australia Phone: (61)7-3844-6686 Telefax:(61)7-3844-8569 http://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz Muller strasse 107, D-73730 Esslingen, Germany Phone: (49)711-9393417 Tel efax: (49)711 -9393450 http:www.kyocerasolar.de/ • KYOCERA Asia Pacific Pte. Ltd. 298 Tiong Bahru Road, N13-03/05 Central Plaza, Singapore 168730 Phone:(65)271-0500 Telefax:(65)271-0600 • KYOCERA Asia Pacific Ltd. Room 803, Tower 1 South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon, Hong Kong Phone: (852)2-7237183 Telefax:(852)2-7244501 • KYOCERA Asia Pacific Ltd. Taipei Office 10 FI., No.66, Nanking West Road, Taipei, Taiwan Phone: (886)2-2555-3609 Telefax:(886)2-2559-4131 • KYOCERA(Tianjin) Sales & Trading Corporation Binjiang International Hotel 1106 105 Jianshe Road Heping Dist. Tianjin China Tel:(22)2331-8590 Fax:(22)2330-6276 The contents of this catalog are subject to change without prior notice for further improvement. LI E/107C0504$5$AGO (Recycled Paper) QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules exceed government specifications for the following tests. • Thermal cycling test • Mechanical, wind and twist loading test • Thermal shock test • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact our office to obtain details without hesitation. 19I(YOCEM3 KYOCERA Corporation ■ KYOCERA Head Office CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushimi-ku, Kyoto 612-8501 Japan Phone: (81)75-604-3476 Telefax:(81)75-604-3475 http://www.kyocera.com • KYOCERA Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260 Phone: (480)948-8003 or (800)223-9580 Telefax:(480)483-6431 http://www. kyocerasolar: nom • KYOCERA Solar do Brasil' Ltda. Energia Renovavel LTDA, Rua Maurisio da Costa Faria, 85 22780-280, Recreio, Rio da Janeiro, Brazil Phone: (55)21 -2437-8525 Telefax:(55)21-2437.2338 http://www.kyocerasolar.com.br • KYOCERA Solar Pty Ltd. Cnr Forbes & Riverside Orive,West End, OLD 4101, Australia Phone: (61)7-3844-6686 Telefax:(61)7-3844-8569 http://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz Muller strasse 107, D-73730 Esslingen, Germany Phone: (49)711-9393417 Tel efax: (49)711 -9393450 http:www.kyocerasolar.de/ • KYOCERA Asia Pacific Pte. Ltd. 298 Tiong Bahru Road, N13-03/05 Central Plaza, Singapore 168730 Phone:(65)271-0500 Telefax:(65)271-0600 • KYOCERA Asia Pacific Ltd. Room 803, Tower 1 South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon, Hong Kong Phone: (852)2-7237183 Telefax:(852)2-7244501 • KYOCERA Asia Pacific Ltd. Taipei Office 10 FI., No.66, Nanking West Road, Taipei, Taiwan Phone: (886)2-2555-3609 Telefax:(886)2-2559-4131 • KYOCERA(Tianjin) Sales & Trading Corporation Binjiang International Hotel 1106 105 Jianshe Road Heping Dist. Tianjin China Tel:(22)2331-8590 Fax:(22)2330-6276 The contents of this catalog are subject to change without prior notice for further improvement. LI E/107C0504$5$AGO (Recycled Paper) ResL� to Slip 50 Rckmce page 44 for ge=g fittmg and sundard finish spmif-wad<)Qs. .................. 'PULL-OUT STRENGTH With Safety Factor of 3 -Maximum pullout strength. for B11 & B12 channels is limited to 1550 lbs. (6670 N)_ Pu"Itt Strength of Channel Nut Reference page 44 for general fitting and standard finish specifications. 51 B22. CHANNEL 1322 •Tbick n=12 Gatl�e�315m:�& •Standard l�hs':1'0' 20 (6.09 m $dM -V (3alraaized, _ -- •We0 LbslFt. (`L.831) - 304 a 316, atnon -- -• j rd 3/g" (41 3/8" r7/1" iq �. paj \ (4133) am Y W (WA) SEMON MOIrma F,S G S B22 1910 S6Z BZ2A 3.E20 (5� 1:124 19 {f96) 2 P- .99M E Z3 o B221C �� CPSA 931 ('t36) (14 .5906 p,68) X n (1 p.E3) 1.956 pn� 701 p7� 1A56 (3.70 1.1 • 12027 Qdc�la6gas of ooc6ouprnpa are basod AQ an Mad Lidacmm a ("an ..751 oil) +�ioo8ly 6e A>6T ould-l--aaeod Stcd Dc� M�o�. • b b • \ Y isle* 31/4'.'. / Y 13/16" •• B22A , Wt 3.80 Lbs Tt. (5.65 kem) (41.3) - � 'O V A - 20 Rdereaoc pagc 14 for Em -9 fitting and dmdard f ush CHH I rL' L. .PtWCWM MaY Valy thio to oommacial toleraaoes of tba Ma m al, C4aaad Part Naabeaia= Eumpll-- CkAnAd Type nok Patten" 1111 SH -h B12 S GGALA 120 ' 11178 EDG 240 B24 TH - SS4 KO¢SS6 B32AL. Bat B52 Bsa - B56 B62 B72 E7016 Refeirme page 14 for 6auaa1 fitting and surd finish spe+ficafi m Alm - .A V. a.AVag av 0 a �r . 4 V 4 b Egw aa, 15 BU Aw (at s) �3f�' Ht 12 Ga — Bit ' 2�hr (alyj ls"' Ht� 120 n. 105 — 1 1 1 — 1 Bz2 lye Ht� 1 Ht-fi B24 ls/a" (alb 1sN• 12 Ga. .105 12 Ga. 12' 11 1211 1 11 11' — lei 1 17. LZ N1A B?4; lVr (41.3). Iwo (<1 14 Ga. 16 .080 14 Ga. 14Ga. •L21� 1 1Z1 — . 1� BC32 (413) Ga. 1275 _ 12 —. Ga. lslf 1 12 Ga — — 12 Ga_ •li 1 - 1�- — 1 B� Wer AV* 1 12 G� — 12 Ga. 13 .' 1 11 — 1 BS{ �l` ) ish" H1.) B56 >alu" POA) IsK• 14 Ga. A80 14 Ga. 14 Ga. 1Z1i 1 _ 1L1i — 1L (4t3)16 be Wir (zoo u/*r Ga. Ia ca _ _ —_ 1 1 1- — 1 B7� 13 Wtr I8 Ga — — — — — E?016 3h"(19� sM (153) 16 Ga.— _ _ Tbo sdoction has boea pVao,4,q My,& a ft&cwm fac UZHAk— — — ♦anooa WO pa%== ago dcfnod by amabm 1 Mml. sand Lok patkcas Makoial types available foe Some ataaolers bpd tl xmb I.Oie pm= am waabk Oa tpmw older 0* ix&;an==sh"n in dor:. 12Ga. —2.6mm •t1 s . 19GL-12aim 14 Ga.-13aam 305-2.4 - 7. Ahwimm 16 Ga —1S Waal C 2.0 3- Typo 316 .M. ami i -Type Stainless SW .PtWCWM MaY Valy thio to oommacial toleraaoes of tba Ma m al, C4aaad Part Naabeaia= Eumpll-- CkAnAd Type nok Patten" 1111 SH -h B12 S GGALA 120 ' 11178 EDG 240 B24 TH - SS4 KO¢SS6 B32AL. Bat B52 Bsa - B56 B62 B72 E7016 Refeirme page 14 for 6auaa1 fitting and surd finish spe+ficafi m Alm - .A V. a.AVag av 0 a �r . 4 V 4 b Egw aa, 15 _- —rs—.............. PULLOUT STRENGTH With Safety Factor of 3 -Maximum pullout strength. for Bll & B12 channels is limited to 1550 lbs. (6670N). Pall-0ut Strength of Channel Nut Reference page 44 for gencrat fitting and standard finish specifications- > 51 MAY -05-2006 09:57 AM' ECLIPSE ENGINEERING 4067214988 Inc. EclipseEnginoviiliaring, $tiruc tu'raI solution`s STRUCTURAL INSTALLATION REVIEW 4 May 2006 Building Official Butte County Building Department . 7 County Center Drive Oroville, CA 95965 Project Owner: Berle and Kay Blehm , Project Address: 3120 Foothill Blvd. Otoville, CA " scope of Work: Solar/PV Array Installation This is to certify that we have reviewed the installation for those Items listed below: 1. Completed Lateral Bracing (locations & connections). Based upon our review of pictures of the installation, it is my professional judgment that, to the best of my knowledge, the work was performed in accordance with the approved plans and specifications. Troy Lelstiko, RE California License Number C65729 Is C65729 ENG% �Tf O F C q ��F�Q� • EXPIRES: 235 N. 14 St. W. Missoula, MT 59802. Phone (406) 721.5733 Fav fAnA1774. QRR Eclipse Engin,eering, Inc. s t r u c t u- r,.a I -s o_1 u t i o n -s April 13, 2006 SPG Solar, Inc. 863 East Francisco Blvd, Suite A San, Rafael, CA .94901 Re: Blehm PV Array O(oville, California To Whom It May Concern: As requested, we have completed a structural analysis on the above noted project to determine the adequacy of, the existing building to support the additional vertical and lateral loading requirements of the Oroville area. Our calculations were based on the worst case design scenario for wind uplift and wind loading caused by the configuration of the system. A comparison of theod,ginal design rloads to the new wind/solar array loads on the roof purlins confirms that they are adequate to carry the additional vertical loads of the system. Due to the increase of surface area for the wind load in the horizontal direction, we have added additional strap bracing (in. addition to original cable bracing) as shown on the attached drawings. The strap bra6g shall be placed on the interior faces of the existing steel frame member and connected per Detail A. In addition, we have reviewed the connection of the array system to the existing purlins and required that the base support rail and Z-bar extend from the ridge to eave of the building, regardless of the width of the panels, and are connected to each purlin with (3) #12 tekscrews. Llipse'Engineering, Inc. has only reviewed the adequacy of the existing Metal building to support the vertical and lateral loading incurred by constructing the photovoltaic array per the attached plans and details from your. office (8 pages). Please contact our office with any,questions. Thank you,_ Eclipse Engineerihg, Inc. Gretchen Iman Project Engineer Encl: Calculation Book (including General Notes, Sunward Metal Building Drawings), SPG Solar, Inc Drawing Package (8 pages) .235 North 1st Street West, 2nd Floor Missoula, MT 59802 Phone: (406) 721-5733 Fax: (406) 7214988 www.eclipse-engineering.com r RESIDENTIAL f PERMIT NO. / _ 01/i -,PERMIT EXPIRES OWNER �rl2r 12 /cJl(1�?i✓? 1V 'CONTR. 0 tA) Ae ►� `ASSESSOR PARCEL LOCATION m,f% -9-7 % ��✓ GfiL�f�P.J%NL I'GS O'�V '000"� 4 r.. OFFICE COPY Address GAS Meter gy ELECTRIC Da �- Meter By D Temp. Power Pole Called PG&E 3 Temp. Elec. Service _ Called PG&E 1 Temp. Gas Service ? Called PG&E JOB FINALED (Date Signature V=OK tom. 0 = Not OK ,_ a NotReadylois MOBILE HOMES _ MISCELLANEOUS Date JMILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CANPOATS, GARAGES (Plana) OK except #'s 11,7oning Requirements -Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements Special MH Support Sketch ( 2. Footings; Sols-Size-DepthSpaang-CormectwsSteel Sewer LocatiorrTest Fall CAD -Concrete j. 3. Decks; Graders and/or Joists-Deddng-Bracing-Stairs-Rails ate on -Test -Easement Needed (Sketch) .4. Wood Awn.; Posts-Beams-Rttra.-Connectors . lec ' 'ty; Location-Clearances-Gmd-/ /Amp -Concrete ', SMhg.-Rfg.-Bracing Gas; tion-Test•Wrap; /// 5. Alum. Awn.; Columns-ConnectionsSplkx-Decal-Enclosures r/ 1 6. Carports; Windows -Doors 7. Yk4clearance & Disconnect ( 7- Electric 8. UOlity Clearance 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses fj 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Dat • Card B-1 Date; .' - Card B-1 i 11. Ext; Steps-Doors-Landi ngs Date Card B-1 Date :. ;; f `: :'•; Card B-1 12. Braced Wall. Panels Date MOBILE HOME INSTALLATION(Plans) OK ez ' t #'s . i . .,4 Zoning Requirements- Setbacks Easements j Date Card 8-1 Date Card B-1 '(Z,_2 -footings; Size—Spacing—Marriage, Lirie ; Date Card B-1 Date Card B-1 . Gas• H Test-DemandValve-Connector° Date POOLS (Plans) OK except N's I ' 'ty; MH Test -Crossovers -Breakers -Clearances j 1. Setbacks -Easements rei ; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability ' ater, MH Test -Regulator -Connector } 3. Pool Structure; Steel -Connections -Thickness . ter and Sewer Connected -C/O to Grade -HD Approval r; Dead Men -Lining 8. s and Electricity Tagged j 4.' Elec.; Receptacles and Lighting, Distance -CFI Ti owns -Type -Installation Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI n .Sketch ,rt • 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed C Occupancy t ; 7. Elec.; Bonding; Metal w/5 -Circulating Equip. Heater% - a . Permanent Foundation Only: License Decal a 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool LBhtg. r' Boxes-Enclosures-Panelboards-Ins. to Main in Conduit ' Date ani B-1 Date Card B-1 ' 9. Health Department Approval Date Card B-1 Date Card B-1 ti. _ 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 f - i a ✓ = OK O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope RESIDENTIAL (Single & Duplex) Data FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-ruff Brac: TrussShting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdnn. Windows or Exiting Doors -Sill Hgt. & 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-Underfir. 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-Conector- In Garage; Above Floor -Ducts -Meth. 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. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. HU:; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-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 0 Yes 82. Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 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 Throught 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 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: 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /° Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ p Ftg. Depth 5. Stemwalls, Main;'Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, SteelAtfrapped 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. Pienums & Ducts; Clearance -Material -Support -Ins. 14. GirdersSills-AnchorBolts-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 PLUMBING (Permit) OK except #'s 17. Water Htr.; 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; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Picture & 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/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or "ven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower UghtSpa 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 #a 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-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 Cana B-1 Date Card B-1 Date FRAMING (Plans) 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. Zire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Data FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-ruff Brac: TrussShting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdnn. Windows or Exiting Doors -Sill Hgt. & 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-Underfir. 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-Conector- In Garage; Above Floor -Ducts -Meth. 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. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. HU:; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-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 0 Yes 82. Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 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 Throught 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 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 DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 y7 ® PERMIT NO. (Rev.1.2/96) - APPLICATION AND PERMIT � ASSESSOR PARCEL NUMBER 036-450-036 ZONING BUILDING PERMIT OWNER BERLE G. BLEHM OWNER'S MAILING 2400 NEVADA AVE CONTRACTOR'S NAME OWNER CONTRACTORS MAILING ADDRESS CONSTRUCTION LEN NONE LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER NONE ARCHITECT OR ENGINEERS MAILING ADDRESS OROVILLE, 95966 443 1 SO. FT. I OCC. i Fireplace 4� Total Valuation $ LICENSE NO. Filing Fee -Permit Fee F."n Checking Fee Enel.;�y Plan Che,'?dng Fee BUILDING ADDRESS 3120 FOOTHILL BLVD OROVILLE LOT NO.SUBDNISION'S NAME r USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome d Other SPECMY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ff Installation ❑ Other ❑ Describe Work: BUILDING VALUATION PERMIT FEE MAP .P"..dMBING PERMIT Flolar or heat pump water heater Nater piping —> Each gas water heater or vent 'i LICENSED CONTRACTO I'S DECLARATION 11 I hereby affirm under penalty of perjury that I e Tl licensed under provisions Ll Chapter 9 (commencing with Section 7000) of Division 3 )f the Business and Professi< ns Code, and my license is in full force and effect. �I License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury�ti, it I am exO,-npt from the Contrac .ors License Law for the following reason: ❑ I, as owner of the property, or my empl ��-ees with ways �� their��' nmpensation, will do the work, and the structure is i,1 intended or offered Tor sale. I, as owner of the property, am exclusio �y contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Bu,_ Tess and Professions Code for this reason WORKERS ', MPENSATION Dti� LARATION I hereby affirm under penalty of pelt_ _' = e�of the fol16i g declarations: ❑' 1 have and will maintain a certificateZ..'-consen to self -insure for workers' compensation, as provided for by section-Z7fin a \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.) ❑ 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 f hwith comp lys. X __ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. ReceiptNo. 21LY2:3 z1 I Ud d WHITE-D.D.S.-B.D. OAVARY-ASSESSOR PINK -INSPECTOR GOLDENR Gas piping system 1 - 5 outlets Building sewer Mobile Home TF1 TWF Filing Fee 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 20.00 20.00 Ex. Occup. OUTLET OR FIXTURES BZ o .50 FIXED ALNS. OR PP Ex. Occup. ouTLErs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 - Misc. Wiring 23.00 PERMIT FEE S n3-UU MECHANICAL PERMIT Filing Fee 20.00 Heating Hood 6.50 I Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ F�:�.AZ.ST ON. TYPE TOT FEE $ 16 .00 ID. F� IMP FLOOD CDF PAR L pp HD IS 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 Defe j� PERMIT FEE $ bU - UU ELECTRICAL PERMIT Filing Fee 20.00 Main Service ioon oa mss 23.00 Main Service ( 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCCUP. OR ADONS. 8 ACC. BUDS. 3 5QS0. FT. NEW CONST. NON-RESID. MULTI-OUTLET1.—,gy� n. 07.50 Ex. Occup. OUTLET OR FIXTURES BZ o .50 FIXED ALNS. OR PP Ex. Occup. ouTLErs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 - Misc. Wiring 23.00 PERMIT FEE S n3-UU MECHANICAL PERMIT Filing Fee 20.00 Heating Hood 6.50 I Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ F�:�.AZ.ST ON. TYPE TOT FEE $ 16 .00 ID. F� IMP FLOOD CDF PAR L pp HD IS 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 Defe j� �COUNTY OF BUTTE DEPARTM. ` 7 COUNTY CENTER DRIVE - R { It . VT'OF'DW OPMENT SERVICES -BUILDING DIVISION ZY I..LF GA EbRNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: &rk A to A v✓'1 ASSESSOR PARCEL NUMBER: —Dj Proposed Building Use: .�X 41 W Building Inspector: K2A Date: At time of permit application, I was advised the following data must be submi a prior to permit processing and/or is ance: Date Received By ❑ 1. All items have been submitted. ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. -----------------% 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------- ( --- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engmeenn ❑ 5. Engineered truss details and layout in duplicate (required prior to plan 06. Energy Design Compliance and supporting documentation. ------------ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------- ❑ 8. Hazardous Material Form. ------------------------------- ❑ 9. Manufactured Home data and installation instructions 1110. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry' plan approvaUfees. ❑ 13. Flood elevation certificate. ------------------------------- be shown on plans. -- ----- Y �No faxes! ------------- ---- ;, Tie Down Specifications. ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. - ------------------------------------- 0 16. Plot plan and business license approval from Ci of Biggs. --- ❑ 17. Planning approval for (A) Use: (B� : _ ❑ 18. Contact Land Development abouti Improvements, ❑ Draina e, 1:119. Encroachment Permit for driveway' onstruction approval prior c 020. Pre -inspection for 112 1. Contractor's license information. (Nu C1 22. Workers' Compensation carrier and p 023. Owner -Builder Verification (Given to ❑24. Letter of signature authorization. 96Aecorded copy of Agricultural Ac wled ❑ 2 . Letter of intent on building use. ------- --= 7. Manufactured Home utility clearance. ----S ❑ Existing violations and/6roenc ired permits. El 29. 043 A, ❑Grant Deed, C3M.H. T`rtle11 ❑30. other_.. required. Name Style, Classifi number.-------------- er ❑, Mailed to owrj� Statement. to H.C.D $ ❑ Legal Parcel. occupancy). ---------------------------- equest to Building Inspector on (Date) tion). ------------------------------------ ------------------------------------------ « ❑ ).----------------------------------- ------------------------------------------- ------------------------------------------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to tractor. Telephone s �-- y 3 and hold for at (OYMV i office. ❑ Deliver with inspector.+" pickup � ' `77 Applicant: Date: � ' Copy Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Oth r: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required y ❑ p one, ❑ 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 advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin D' sioi counter, by Date: Plans reviewed by: Date: Plans approved by: Date: —Z Sets of plans o hol fO9,'lhiCabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Deparent of Development Services, Building Division. OWNER -BUILDER _,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature.. Please complete and•return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your, building permit. No building permit will be issued until this verification is received. !. , 1. I personally, plan to provide the major labor and materials for construction of the proposed property iinprovemerit : YES 'NO,0 2: I HA HAVE NOT d signed an application for a building permit for the proposed work. {3. I have acted with the following person (firm) to provide.the proposed construction: NAME: ADDRESS: CITY• PHONE: CONTRACTOR'S LICENSE NO. 4.-_ I plan toIprovide' portions •of'this work' but I Have' hired..the following, person to coordinate, supervise, and Iirovideahe,major work: t .. NAME: ADDRESS: CITY: PHONE: 'CONTRACTOR'S LICENSE NO. - 5. I will provide some of the work but I have contracted (hired) the following persons to provide ' the work indicated: r NAME - . ADDRESS PHONE TYPE . -OF WORK SIGNED: a : - PROPERTYOWNER:' SOCIAL SECURITY NUMBER: DATE:"." NOTE: - This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety. Code. This verification ,must be completed and returned to our office before we are permitted to issue the permit. Y OVER OWNER BUILDER INFORMATION Dear Property Owner: B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 1 rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER q7- D 3 i �= = •1197-0087001' Rec Fee 12.00 And when recorded mail to: ' 1 Check 12.00 Building Division Recorded I #7 'County Center Drive " ` Official Records Orovillc, Ca. 95965 • ' County of Butte I Candace J. Grubbs Recorder Uw k r 8.00am 11—Mar-97 I FNTC Me 3 * _ - 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 within 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,apruning,`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 property situate in the County of Butte. State of California. described as follows: - r 1 SEE ATTACHED EXHIBIT PONE11 Date: 3/10/97 PRO ERTY.OWNERS: 'Berle G. Bl ehm Berle G. Blehm ----Title —--Title or type of Document STATE OF CALIFORNIA - Number of Pages Date of Document Signer(s) Other than named below County' of`� - 1 . personally known'to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are t subscribed to the within instrument and acknowledged tome that he/she/they executed the. same in his/her/their authorized scapacity(ies), and that by this/her/t signatures) on the instrument the.person(s), or.the entity upon.behalf of which d,,, , the person(s) acted; executed t tnstru ent. WITNESS my h nd a d offs al sial. �. iNiLLIAMS COMM.01092339 D 'Signature (Seal) Q 's NOTARY PUBLIC-CAUFORNIA Notary Pub m d r said Courst and State Q �Cour OF_BUTTE_- My Cmm. so,March 24, 2000 so_ NOTE TO RECORDER: DO NOT RECORD THIS SIDE Instructions for recording Agricultural Statement of Acknowledgement: J. Insert the, legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a m. - 3:00p.m. (Monday - Thursday). N �n iP:ls TI 3TTU3 t . 4 nla'' .ra OVER N LEGAL DESCRIPTION Order No. : 1-59525C'v; EXHIBIT "ONE" All that certain real property situate in the County of Butte, State of California,•,being more particularly described as follows: PARCEL I: ALL THAT PORTION OF LOT 300, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE WYANDOTTE FRUIT LANDS UNIT NO. 611, WHICH MAP WAS RECORDED !LA- THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,STATE OF CALIFORNIA, ON MARCH 8, 1929, IN BOOK 10 OF MAPS, AT PAGES 3A, 4A, AND 5A, WHICH SAID PORTION IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 300, SAID POINT BEING LOCATED IN OROVILLE GARDEN RANCH ROAD AND LOCATED SOUTH 37° 24' EAST, 177.65 FEET AND SOUTH 310 07" EAST, 42.35 FEET DISTANT FROM THE MOST NORTHERLY CORNER OF SAID LOT 300, SAID POINT BEING THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO FRED A. BERNARD AND WIFE, DATED NOVEMBER 30, 1948 AND RECORDED DECEMBER 1, 1948 IN BOOK 486 OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGE 182; THENCE ALONG THE SAID OROVILLE GARDEN RANCH ROAD AND ALONG THE NORTHEASTERLY LINE OF SAID LOT 300, SOUTH 310 07' EAST 245.78 FEET TO THE MOST EASTERLY CORNER OF SAID LOT 300, LOCATED IN OROVILLE GARDEN RANCH ROAD; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID LOT 300, SOUTH 520 32' WEST, 216.30 FEET TO .4 - POINT POINT THEREON, WHICH IS THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN AND DESIGNATED AS PARCEL ONE IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO DONALD L. HILL AND WIFE, DATED MiARCH 2, 1949 AND RECORDED MARCrl 3, 1949, IN BOOK 497 OF BUTTE COUNTY OFFICIAL RECORDS, PAGE 59; THENCE NORTHEASTERLY ALONG THE EASTERLY LINE OF SAID HILL TRACT, 290 FEET, MORE OR LESS TO THE MOST NORTHERLY CORNER OF SAID HILL TRACT AT A POINT IN THE SOUTHEASTERLY LINE OF THE TRACT OF LAND DESCRIBED IN THE DEED TO BERNARD AFORESAID; DISTANT THEREON NORTH 52° 32' EAST, :330.0 FEET FROM THE MOST SOUTHERLY CORNER .OF SAID BERNARD TRACT; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID BERNARD TRACT NORTH 520 32' EAST, 25.00 FEET;' THENCE NORTHEASTERLY- 120.0 ORTHEASTERLY120.0 FEET, NORTH OR LESS, TO THE POINT OF BEGINNING. PARCEL II: A PORTION OF ABANDONED OROVILLE GARDEN RANCH ROAD LYING EASTERLY OF A PORTION OF LOT 300, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE WYANDOTTE FRUIT LANDS UNIT NO. 611, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 8, 1925, IN BOOK 10 OF MAPS, AT PAGES 3A, 4A, AND 5A, WHICH SAID PORTION IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 300, SAID POINT BEING LOCATED IN OROVILLE GARDEN RANCH ROAD, AND LOCATED SOUTH 370 24' EAST, 177.65 FEET AND SOUTH 31° 07' EAST, 42.35 FEET DISTANT FROM THE MOST NORTHERLY CORNER OF SAID LOT 300, SAID POINT BEING THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO FRED A. BERNARD AND WIFE, DATED NOVEMBER 30, 1948,. AND RECORDED la �' LEGAL DESCRIPTION Order No. : 1-59525C'v; EXHIBIT "ONE" All that certain real property situate in the County of Butte, State of California,•,being more particularly described as follows: PARCEL I: ALL THAT PORTION OF LOT 300, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE WYANDOTTE FRUIT LANDS UNIT NO. 611, WHICH MAP WAS RECORDED !LA- THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,STATE OF CALIFORNIA, ON MARCH 8, 1929, IN BOOK 10 OF MAPS, AT PAGES 3A, 4A, AND 5A, WHICH SAID PORTION IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 300, SAID POINT BEING LOCATED IN OROVILLE GARDEN RANCH ROAD AND LOCATED SOUTH 37° 24' EAST, 177.65 FEET AND SOUTH 310 07" EAST, 42.35 FEET DISTANT FROM THE MOST NORTHERLY CORNER OF SAID LOT 300, SAID POINT BEING THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO FRED A. BERNARD AND WIFE, DATED NOVEMBER 30, 1948 AND RECORDED DECEMBER 1, 1948 IN BOOK 486 OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGE 182; THENCE ALONG THE SAID OROVILLE GARDEN RANCH ROAD AND ALONG THE NORTHEASTERLY LINE OF SAID LOT 300, SOUTH 310 07' EAST 245.78 FEET TO THE MOST EASTERLY CORNER OF SAID LOT 300, LOCATED IN OROVILLE GARDEN RANCH ROAD; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID LOT 300, SOUTH 520 32' WEST, 216.30 FEET TO .4 - POINT POINT THEREON, WHICH IS THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN AND DESIGNATED AS PARCEL ONE IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO DONALD L. HILL AND WIFE, DATED MiARCH 2, 1949 AND RECORDED MARCrl 3, 1949, IN BOOK 497 OF BUTTE COUNTY OFFICIAL RECORDS, PAGE 59; THENCE NORTHEASTERLY ALONG THE EASTERLY LINE OF SAID HILL TRACT, 290 FEET, MORE OR LESS TO THE MOST NORTHERLY CORNER OF SAID HILL TRACT AT A POINT IN THE SOUTHEASTERLY LINE OF THE TRACT OF LAND DESCRIBED IN THE DEED TO BERNARD AFORESAID; DISTANT THEREON NORTH 52° 32' EAST, :330.0 FEET FROM THE MOST SOUTHERLY CORNER .OF SAID BERNARD TRACT; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID BERNARD TRACT NORTH 520 32' EAST, 25.00 FEET;' THENCE NORTHEASTERLY- 120.0 ORTHEASTERLY120.0 FEET, NORTH OR LESS, TO THE POINT OF BEGINNING. PARCEL II: A PORTION OF ABANDONED OROVILLE GARDEN RANCH ROAD LYING EASTERLY OF A PORTION OF LOT 300, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE WYANDOTTE FRUIT LANDS UNIT NO. 611, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 8, 1925, IN BOOK 10 OF MAPS, AT PAGES 3A, 4A, AND 5A, WHICH SAID PORTION IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 300, SAID POINT BEING LOCATED IN OROVILLE GARDEN RANCH ROAD, AND LOCATED SOUTH 370 24' EAST, 177.65 FEET AND SOUTH 31° 07' EAST, 42.35 FEET DISTANT FROM THE MOST NORTHERLY CORNER OF SAID LOT 300, SAID POINT BEING THE MOST EASTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM IRVIN C. FOSS AND WIFE, TO FRED A. BERNARD AND WIFE, DATED NOVEMBER 30, 1948,. AND RECORDED LEGAL DESCRIPTION CONT. DECEMBER 1, 1948, IN BOOK .486 OF BUTTE COUNTY OFFICIAL RECORDS AT PAGE 182; THENCE FROM SAID POINT OF BEGINNING LEAVING SAID NORTHEASTERLY LINE OF SAID LOT 300 AND RUNNING NORTHEASTERLY ALONG THE NORTHEASTERLY PROLONGATION OF THE SOUTHEASTERLY LINE OF SAID BERNARD PARCEL, A DISTANCE OF 35 FEET, MORE OR LESS, TO THE WESTERLY LINE -OF FOOTHILL BOULEVARD AS LOCATED AND ESTABLISHED. IN THAT CERTAIN RESOLUTION OF ABANDONMENT BY THE BUTTE COUNTY BOARD OF .SUPERVISORS, DATED DECEMBER 17, 1945, AND RECORDED DECEMBER 18, 1945, IN BOOK 1 AT PAGE 172, -RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE ALONG THE WESTERLY LINE OF SAID FOOTHILL BOULEVARD, SOUTH 250 05' EAST, TO THE SOUTHERLY TERMINUS OF A LINE DESCRIBED IN SAID ABANDONMENT HAVING A BEARING AND DISTANCE OF SOUTH 250 05' EAST, 321.08 FEET; THENCE CONTINUING ALONG SAID WESTERLY LINE AS DESCRIBED IN SAID ABANDONMENT, SOUTH 31° 55' EAST TO ITS INTERSECTION WITH THE NORTHEASTERLY PROLONGATION OF THE SOUTHEASTERLY LINE OF SAID LOT 300, THENCE SOUTH 52° 30' WEST ALONG SAID PROLONGATION LINE A DISTANCE OF 20 FEET, MORE OR LESS, TO THE SOUTHEASTERLY CORNER OF SAID LOT; THENCE ALONG THE NORTHEASTERLY LINE OF SAID LOT, NORTH 310 07' WEST, 245.78 FEET TO THE POINT OF BEGINNING. PARCEL III: A STRIP OF LAND 60 FEET WIDE LYING WESTERLY OF, ADJACENT AND PERPEIATDICUiaA.R TO RCEL AND RUNNING PARALLEL WITH THE EASTERLY BOUNDARY LINE OF THAT CERTAIN PA OF LAND DESCRIBED IN A DEED FROM CATHERINE BLEDSOE TO GORDON H. BLEDSOE RECORDED JUNE 28, 1982, IN BOOK 2733 AT PAGES 574 AND 575, OFFICIAL RECORDS, BUTTE COUNTY RECORDERS OFFICE. THE WESTERLY SIDELINE OF SAID STRIP OF LAND SHALL BE LENGTHENED OR SHORTENED AS NECESSARY SO AS TO INTERSECT THE NORTHERLY AND SOUTHERLY LINES OF SAID BLEDSOE PARCEL. AP #036 450 036 000 End of Legal r 0 �OUTtf� Butte County Department of Development Services • . PERMIT CENTER •� y• 7 County Center Drive, Oroville, CA 95965 DUNS Main Phone (530) 538-7601 Permit Center Phone (530) 538-6861 Fax(530)538-7785 FORM NO :BUILDING PERMIT APPLICATION REQUIREMENTS FOR EXISTING MOBILE/MANUFACTURED HOME EXISTING SITE TO BE PLACED ON. A PERMANENT FOUNDATION .SYSTEM (Retro -Fit) When 'applyingfor a permit fora permanent foundation system under an existing mobile/manufactured home, this process.eliminates the mobile/manufactured home title and registration and makes.it real property. It is then assessed each -year with the parcel by the County tax assessor same as,a stick built home. This process eliminates the registration each year: of the mobile/manufactured home as personal property through the Housing Community. Development (HCD). An HCD.Form'433A is created by the Building Department and then recorded 'by the applicant after the final inspection of the permit for the mobile/manufactured home. The recorded HCD Form 433A and a certificate of occupancy,_.an HCD 513C, is then sent to HCD by the Building Department thus eliminating the the to the mobile/manufactured home. ❑ Completed Butte County Department of Developments Services building permit i application (form DBP -1). Please furnish assessor's parcel number for the proposed location.- ❑ 3 site plans;signed by the preparer of the plans (form.DBP-2). Paper to draw site plans and: site plan. submittal: requirements (form DBP -3) are available at the Development Services counter. At least one site plan must be 11 "x 17' .. NOTE. -If the parcel is in the City of Biggs, the site plan must be reviewed and approved prior to submitting your building per application. They can be reached at (530)868-5447. ❑ State approved or engineered tie down or foundation plans in: duplicate ❑ A copy of the current recorded grant deed with. the legal description and a copy of the Title .or Registration of the manufactured/mobile home. b-71� - 3yo� K-\%SEW_WEBSITE\Buildinc,\Building Forms R Documents�1014\Word. Docs with updated fax no ?012/MH_Retrofit_ Foundation _Systern_DBP-58_Rev'd 1'1.26.12 Page 1 of 1 I m D 0 pp0 0 D m Gl = m i A R' nen y (n g 863 EAST FRANCISCO BLVD, SUITE A SAN RAFAEL, CA 94901 415-459-4201 CA LIC: #759086 . KAY BLEHM 3.1 KW PHOTOVOLTAIC ARRAY T PROPERTY / PV LAYOUT 282' EXISTING STRUCTURE PV MOUNTED TO METAL ROOF - {SEE STRUCTURAL DETAILS} - 0 PV INVERTER It PG/E 200A MAIN SERVICE _ .. .. DRAWING TYPE: 300'-84" PROPERTY LAYOUT . JOB: BLEHM 3.1KW DRAWN BY: . ' - ATOM MCCAMBRIDGE • 415847-7039 CREEK PROPERTY OF SPG SOLAR, INC. • DATE: ' CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 2/2/06 s_ FOOTHILL BLVD INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE SCALE: PUBLISHED, REPRODUCED, COPIED, DISCLOSED; OR USED, IN WHOLE NTS OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. 30' PHOTOVOLTAIC ARRAY DIMENSIONS PLAN VIEW Elsp- -C65 29 `7113/oco _ - EXISTING METAL -PURLINS:: BY METAL BUILDING A MANUFACTURER i: 17'-4"Z i:l:i: 0 U SLOP METAL. ROOF DRAWING TYPE PV DIMS .. , .. .. .. •. JOB: - BLEHM 3.1 KW f T - . .DRAWN BY: . ATOM MCCAMBRIDGE, - - - 415l747-7039 ' PROPERTY OF SPG SOLAR, INC. DATE: 1/30106 CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER _ INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND SCALE: THE EXCLUSIVE PROPERTY OF SPG SOLAR, .INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE NITS SHEET: OR IN PART, FOR ANY PURPOSE WITHOUT.THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. SIDE VIEW RO. RESrOn/i55uE OAT E ISSUE SSUE 1/30/30 /06 2REV1 2/2106 B22 STRUCTURAL CHANNEL 1 KC170W PV MODULES` (PORTRAIT ORIENTATION) ,r� NG B163 22 DEGREE OPEN ANGLE � UNICLIPS BLINE BRACKET --) . EXPIRES: B22 STRUCTURAL CHANNEL O _ U O W Lij _j > cep 31711 O J Y a = U o 21111 rFl �.z� ui awoJc O F-1 Fj Fj F -1o FJ1 rl r F! F -A'F1' F-1 I W Lu r o Lo �1 a !:. O U N B104SH 90 DEGREE" CORNER BRACKETS ,(BLINE) Z -BAR SUPPORT r'r` ATTACHED TO PURLINS W/ DRAWNG TYPE:, (3) #12 TEKSCREWS @ EACH PURLIN. STRUCTURAL DETAIL B22 STRUCTURAL CHANNEL CORREGATED METAL ROOF EXISTING METAL PURLINS: SEALED WITH STRIP SEALANT 'GB: BY METAL BUILDING BENEATH BLEHMs.,lcw DRANM 9V: MANUFACTURER - ATOM MCCAMBRIDGE - 415/147-7039 PROPERTY OF SPG SOLAR, INC. DATE: 2/2/06 - CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND SCALE: NTS \ THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. EXISTING METAL PURLINS: BY METAL BUILDING MANUFACTURER I STRUCTURAL COMPONENTS C65729- 22 DEGREE RAISED RACKS ON 2:12 SLOPE KC170 PV MODULES ``���'° (PORTRAIT ORIENTATION) CF C�� EXPIRES:9 B22 STRUCTURAL CHANNEL Z O. U O J � " p W UJ o } m Lo rn J J Q) p = z 0 U ui o o Lu Q O JJ `n a.UJ O W N Lo M EL mco0� I I: UNICLIPS BUILDING HEIGHT: 15FT ALL METAL FRAME BUILDING CORREGATED METAL SIDING. CABLE STAYED. Yi1: O, Z -BAR a ATTACHED TO METAL PURLINS 1;� 0 1 1, #12T K REWS - WITH (3) ESC @ EACH PURLIN r r l71 W B104SH 90 DEGREE CORREGATED METAL ROOF CORNER BRACKETS i . ('BLINE) DRAWING TYPE: STRUCTURAL DETAIL - - _ JOB: BLEHM 3.1 KW DRAWN BY: ATOM MCCAMBRIDGE 415/747.7039 PROPERTY OF SPG SOLAR, INC. DATE: CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 1/30106 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE SCALE: PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE NTS OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF -SPG -SOLAR, INC. ALL RIGHTS RESERVED. STRUCTURAL COMPONENTS AXO VIEW B22 STRUCTURAL CHANNEL B22 STRUCTURAL CHANNEL r d .0655729 T' FOF Ct%.4t`J EYP RAS: —� L' Q _ { r `i F y CORREGATED METAL ROOF 2",X 2" Z=BAR ATTACHED TO METAL PURLINS B22 STRUCTURAL CHANNEL WITH (3) #12 TEKSCREWS °"""""°TM°E . Bl 90 DEGREE. STRUCTURAL DETAIL @ EACH PURLIN- CORNER BRACKETS . ' (BL I N E) BLEHM 3.1 KW DRAVM BY: EXISTING METAL -PURLINS: - nTomnnccArnBRioce BY METAL BUILDING 415847-7039 MANUFACTURER PROPERTY OF SPG SOLAR, INC. -CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER DATE 1130/06 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AN THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE SCALE: PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE NTS OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, IN . ALL RIGHTS RESERVED. 0 U O J a � w�o W J C(O } m L0 Q J O) 0 .1 =Uo- Q Q0 L Lu L J Q. O LLJ Ix N O Ln o Q. Lu N In M 0 L' Q _ { r `i F y CORREGATED METAL ROOF 2",X 2" Z=BAR ATTACHED TO METAL PURLINS B22 STRUCTURAL CHANNEL WITH (3) #12 TEKSCREWS °"""""°TM°E . Bl 90 DEGREE. STRUCTURAL DETAIL @ EACH PURLIN- CORNER BRACKETS . ' (BL I N E) BLEHM 3.1 KW DRAVM BY: EXISTING METAL -PURLINS: - nTomnnccArnBRioce BY METAL BUILDING 415847-7039 MANUFACTURER PROPERTY OF SPG SOLAR, INC. -CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER DATE 1130/06 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AN THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE SCALE: PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE NTS OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, IN . ALL RIGHTS RESERVED. EXISTING METAL PURLINS: BY METAL BUILDING MANUFACTURER EXISTING METAL BUILDING. FRAME MEMBERS: BY METAL BUILDING MANUFACTURER COILED -STRAP -CR STRAP TO FRAME CONNECTION -SEE DETAIL A BUILDING HEIGHT: 15FT ALL METAL FRAME BUILDING CORREGATED METAL SIDING. CABLE STAYED. LATERAL STRUCTURAL COMPONENTS v5 -'Q J �f�/C . r EXPIRES: / & nU. KLv lUn/n unc 1 ISSUE . 1/30N6 Z VO O Q U ui O5Jtv .W O > .. E=TONG a ._ oo Z m J > m VO ZO ui O5Jtv .W > .. E=TONG a ._ oo DECKNd m M o E= IINCG WALL Cc Rt OR ;S-1 ROOF PURLON SS -BRACING BCW NG STECEL s A FRAME CREAM WMPSON° c8l6 CCM STRAP Mid � o (a) WLTV EDNISPS PINS TO STL. FRAME E" ti 4; w ` STRAP TO FRAME VMI CE CONNECT�ONS 00 OfiANRHC TYPE: o ' NTS STRUCTURAL DETNL JOB: .. • BLEHM 3.1 KW DRAIMJ BY: ' - - - ATOM MCCAMBRIDGE 415!747-7038 PROPERTY OF SPG SOLAR, INC. DATE: 1/30/06 CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND SCALE: NTS THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. (11) KYOCERA KC170 PV MODULES (IN SERIES) 2 #10 RHW 2 CONDUCTORS (1) #12 BARE COPPER GROUND (11) KYOCERA KC 170 PV MODULES (IN SERIES) 2 #10 RHW-2 CONDUCTORS (1) #12 BARE COPPER GROUND KAY BLEHM 11 KW PHOTOVOLTAIC ARRAY l (22) KYOCERA KC170W PV MODULES w (22) X (150 CEC) X (94 %) = 3,102W AC (1) FRONIUS IG -4000 -INVERTERS PERMODULE: MAXIMUM POWER: 170 W MAX POWER VOLTAGE: 23.4 V OPEN CIRCUIT VOLTAGE: 29 V MAX POWER CURRENT: 7.27 A SHORT CIRCUIT CURRENT: 8.03 A_ (11) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 319 VOLTS TOTAL MAX POWER VOLTAGE: 257.4 VOLTS - j FRONIUS IG -4000 INVERTER: PEAK EFFICIENCY: -94% DC VOLTAGE WINDOW: 150-500V MAX DC INPUT CURRENT: 26.1A MAX AC OUTPUT CURRENT: 167A. 1. ALL WORK PER NEC 690 . 2. ALL DISCONNECTS TO BE CLEARLY LABELED ' AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL M WARNING THIS BUILDING SUPPLIED WITH ALTERNATE POWER SOURCE. DISCONNECT IS LOCATED WARNING!! ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. MAYBE ENERGIZED. 1 / 2" EMT (MIN.) (2) #10 THWN-2 CONDUCTORS (1) #8 THWN-2 GROUND FRONIUS IG -4000 INVERTER AC MAX OUTPUT CURRENT: 16.7A 16.7A X 1.25 =-20.88 RATED AMPS (2) #10 THWN-2 CONDUCTORS (RATED TO 35 AMPS c@ 75C) (1) #8 THWN-2 GROUND. AC DISCONNECT LOCATED WITHIN 10FT OF MAIN SERVICE_ POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE (METER) CONNECTED AS SPECIFIED IN 690.64(A) OR (B). n.. ­­­­ 1 ISSUE —113 r 2 REVi 7J2 r I 2 FRONIUS DRAWING TYPE: . .0- IG -4000 JOB: BLEHM 3.11(VV DG 221URB 4KW INVERTER. DRAWN BY: 240 VAC - - 415/747-7039 UL#1741 DATE 2/2106 INTERNAL AC/DC SCALE NTS THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE DISCONNECTS SHEET: GFP 1 / 2" EMT (MIN.) (2) #10 THWN-2 CONDUCTORS (1) #8 THWN-2 GROUND FRONIUS IG -4000 INVERTER AC MAX OUTPUT CURRENT: 16.7A 16.7A X 1.25 =-20.88 RATED AMPS (2) #10 THWN-2 CONDUCTORS (RATED TO 35 AMPS c@ 75C) (1) #8 THWN-2 GROUND. AC DISCONNECT LOCATED WITHIN 10FT OF MAIN SERVICE_ POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE (METER) CONNECTED AS SPECIFIED IN 690.64(A) OR (B). n.. ­­­­ 1 ISSUE —113 r 2 REVi 7J2 r I 2 30A DRAWING TYPE: . .0- SINGLELINE ' JOB: BLEHM 3.11(VV DG 221URB . DRAWN BY: - ATOM MCCAMBRIDGE - - 415/747-7039 PROPERTY OF SPG SOLAR, INC. DATE 2/2106 CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND SCALE NTS THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE 0 SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. J � LLI LLJ J > cC°o m Lo o J, Q O = U o 0�ZOW" W WO0Jm aw 0,0 0 W m:M Q M Lo i lai 4s7 ?:r 5 PC€I luUgs. is N n . O.a�r d Q 1 / 2" EMT (MIN.) AC DISC .200A (2) #10 THWN-2 V CUTLER HAMMER MAIN (1) #8 THWN-2 GROUND NONFUSABLE xt M i�Ih.N c ; 00 SERVICE LOCKABLE 2 POLE 25.AMP AC EXTERIOR PV BREAKER 30A DRAWING TYPE: . - 2 POLE 240V SINGLELINE ' JOB: BLEHM 3.11(VV DG 221URB . DRAWN BY: - ATOM MCCAMBRIDGE - - 415/747-7039 PROPERTY OF SPG SOLAR, INC. DATE 2/2106 CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND SCALE NTS THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. - I ­ I A . I I I I I . ­ ­ 11 .. 'I � I I . 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I - I f`1I PROPERTY OWNER/LOCATION: BERLE.AND KAY BLEHM -3120 FOOTHILL BLVD OROVILLE,CA 95966 (530) 534-6000 , m D o ) > -n 0 a cn Z'�'O ;3 o Pawre Z r- Dm mo D Z _ z3rlmzD r rn �; =36'- 1 METAL 'PURLINS _J 3" WIDE X 6" HEIGHT .. @48"O.C.00 �U.arn . w. 00 METAL ROOF -- _ DRAWINGTYPE: PV DIMS JOB: BLEHM 3.1KW • + - w DRAWN BY: S ATOM MCCAMBRIDGE 415!747-7039 r PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. DATE: - CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 1/30/06 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. SCALE AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR 3715'=1r USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS SHEET. WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. METAL PURLINS: - 6" TALL X 3" WIDE' 48" O.C. STRUCTURAL COMPONENTS SCALE: 1 / 4" =Y Kr17n PV MOntll FS t I BUILDING• HEIGHT: 15FT `? ALL METAL FRAME BUILDING " CORREGATED METAL SIDING. , CABLE STAYED. UNICLIPS r o U Z -BAR w ATTACHED TO METAL PURLINS 00 _ 00 WITH #14 TEKSCREWS DRAWING TYPE: s - STRUCTURAL DETAIL a. JOB: BLEHM 3.1KW DRAWN BY: _ B104SH 90 DEGREE ATOMMccAMBRIDGE aisna7ao3s CORNER BRACKETS PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 1/30/06 (BLINE) INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND CORREGATED METAL ROOF THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. SCALE: AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR 3/16" T USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS SHEEP: WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Kc17o B163 22 DEGREE STRUCTURAL COMPONENTS UNICLIPS OPEN ANGLE BRACKET AXO VIEW PV MODULES (PORTRAIT) (BLiNE) B22 STRUCTURAL CHANNEL. B22 STRUCTURAL CHANNEL r Z O F - Q U• O J � W Z J � m J co OR m m O Hz H Q O Z L LLJ coo , a J °• - u) Ow 00 04 W M d m co o ho I � oc 00 00.arna h w �u b0% CORREGATED METAL ROOF W r 2" X 2" Z -BAR' 00 ATTACHED TO METAL -PURLINS B22 STRUCTURAL CHANNEL WITH #14 TEKSCREWS r B104SH 90 DEGREE DRAW.NGT,TR STRUCTURAL DETAIL CORNER BRACKETS JOB: (BLINE) BLEHM DRAWN BY: 3.1KW. METAL PURLINS: ATOM MCCAMBRIDGE • 6" TALL X 3" WIDE 415(/47-7039 48„ O.C. C PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER DATE: 1130/06 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. SCALE: AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR NTS USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS SHEEP: WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. - : SIDE VIEW @ 3 / 4" = 1' SCALE w `U ,/30/06OOE 2 REV1 2006 ' B22 STRUCTURAL CHANNEL KC170W PV MODULES '(PORTRAIT ORIENTATION); 8163 22 DEGREE OPEN ANGLE (SUNT 46 B104SH 90 DEGREE - CORNER BRACKETS w (BLINE) - Z -BAR SUPPORT °° x ATTACHED TO PURLINS W/ DRAWING TYPE: ,.. .- - #14 TEKSCREWS. STRUCTURAL DETAIL • JOB: B22 STRUCTURAL CHANNEL CORRELATED METAL ROOF METAL PURLINS: SEALED WITH STRIP SEALANT 6" TALL X 3" WIDE BENEATH BLEHM9.IKW _ - DR @ 4811 O.C. . AWN Sr. ATOM MCCAMBRIDGE ' 415/747-7039 PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 2006 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND ` THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. SCALE AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR 3/°^=r USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS SHEET: WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. (1 ) KYOCERA KC 170 P -V MODULES (IN SERIES) 2 #10 RHW 2 CONDUCTORS (1) #12 BARE COPPER GROUND (11) KYOCERA KC 170 PV MODULES (IN SERIES) 2 #10 RHW-2 CONDUCTORS (1) #12 BARE COPPER GROUND KAY.BLEHM 3.1 KW PHOTOVOLTAIC ARRAY ` (22) KYOCERA KC170W PV MODULES (22) X (150 CEC) 'X (94 %) = 3,102W AC •(1) FRONIUS IG -4000 INVERTERS . PER MODULE: MAXIMUM POWER: 170 W MAX POWER VOLTAGE: 23.4 V, . OPEN CIRCUIT VOLTAGE: 29 V MAX POWER CURRENT: 7.27.A. - SHORT CIRCUIT CURRENT. 8:03*=A (11) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 319 VOLTS TOTAL MAX POWER. VOLTAGE 257.4 VOLTS .-FRONIUS IG -4000 INVERTER: PEAK EFFICIENCY:,, 94% DC VO LTAG E WI N DO W: 150-500V MAX -DC INPUT CURRENT: 26.1A MAX AC OUTPUT'CURRENT: 16.7A 6 a 1. ALL WORK PER NEC 690 ' 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER i - 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL WARNING THIS BUILDING SUPPLIED WITH. ALTERNATE POWER SOURCE. DISCONNECT IS LOCATED WARNING!! ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE_ AND LOAD SIDES. MAY BE ENERGIZED. FRONIUS IG -4000 4KW INVERTER 240 VAC UL#1741 INTERNAL.AC%DC DISCONNECTS o 1 / 2" EMT (MIN.) l• (2) #10 THWN-2 CONDUCTORS (1) #8 THWN-2 GROUND- ' O FRONIUS IG -4000 INVERTER J ' AC'MAX OUTPUT CURRENT: 16.7A f - 16.7A X 1.25 = 20.88 RATED AMPS J m - (2) #10 THWN-2 CONDUCTORS O } m l (RATED TO 35 AMPS c@ 75C) V (1) #8 THWN-2 GROUND .Q U ' AC DISCONNECT LOCATED WITHIN 16FT OF MAIN SERVICE ' ZJv- JL , - POINT OF CONNECTION. THE OUTPUT OF A'- a. LLI O J O:w N � O PHOTOVOLTAIC .POWER SOURCE SHALL BE PHOTOVOLTAIC . a METER CONNECTED AS SPECIFIED IN 690.64(A) OR (B): " TM . 1 / 2" EMT (MIN.) . AC DISC 200A, ,(2) #10 THWN-2 -CUTLER HAMMER ' . MAIN - * (1).#8 THWN-2 GROUND NONFUSABLE SERVICE' LOCKABLE -.. 30A ,. .. 2 POLE 240V 2 POLE 25 AMP DG 221 URB AC EXTERIORS - PV BREAKER '. PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER ' INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND ` THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO:, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE — OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. o O J � W Z J m O } m l 0) = .Q U .o 'o Ill ZJv- JL a. LLI O J O:w N � O o.. . a w T- m cf) ix f� o U DRAWING TYPE: SINGLELINE ,OB: BLEHM 3.1KW DRAWN BY: ATOM MCCAMBRIDGE 415/747-7039 DATE 2/2106 SCALE NTS 2 i CDF FIRE SAFE REQUIREMENTS 3 to lry= AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building. Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance e land owner. be provide for b th must p Y Driveway Standards j1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ ing sedans and fire apparatus weighing up to 40,000 pounds. (�J 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of r curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical -curves in roadways exclusive. ( of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�3 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10_ Width. All driveways shall provide R minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of • 3.-, AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [Y] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [Y-] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space., [v] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul]PF operty lines and/or the center of the road. [ ] 2. For parcels less than i acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. ['(] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction., road and driveway construction and fuel modification shall be completed prior to completion of road construction :,r fi_­al inspection of a building permit. T Page 2 of 3 Mobilehome Manufacturer: �-�&/'d� �. Manufacture Year: `� 7 If other than single wide, furnish Setup Model Number: -`� $ e--< a �-- W`idth:�(ft.) Length: : v (ft.) Tagalong or Expando Size (ft.) x On -all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOO'I'IlVGS: Wood pressure treated or foundation grade[ ] Other: SUPPORTS: Concrete block[ ] Other. Provide Tie Down. Specifications for all Mobilehomes: Io j(Aj flips'' `77 Line 1 Piers: Line 1 Openings Size minimum: x Size'minirhum: [ ] x [ ] , Each side of openings Spacing maximum: with width over: From ends -maximum: ` Line 2 Piers:Line 4 Piers: e m . Sizinimum: :X Civ] Size minimum: [ . x .i i. Spacing maximum,: Spacing maximum: , From ends -maximum: `,." `. From ends -maximum: u 3 R f Loads• Line o0 Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): OVER 1. Owner's Name: 2, Assessor's -Parcel Number: r 3. Installer's Name: -4. Is the site currently under permit? Yes[] No[ ]Permit No: 3 • es, furnish two lot plans). 5. Is the site an existing site? Yes[ ] No[ (If y P P )• 6.. What is the electrical rating of the mobilehome? /Ub , Amperes. - 7. What is the mobilehome site circuit breaker rating? D Amperes. _ 8. What is the electrical rating of the mobilehome site? o20p Amperes: 9. Is the main service remote from the mobilehome site? Yes[ ] No If it is, what is the rating? Amperes.. - . 10. Is there any other electric load to be served by the.mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- .. Amperes- - b) The main service: Load- - .:.. Amperes - 11. Type of gas service at mobilehome site: Natural[ ] , Propane[ ] None[ ] 12. --.,Size of -gas pipe at ` the mobilehome - ¢ site from the'.meter ` or tank::. inches. 13. What is the gas pipe length^from the meter or tank to the mobilehome?oZ(7(&). i 14. What is theobilehomegas demand? *(This information li� not required if the pipe length is less than 6 feet `on natural gas"or less than 50 feet on l ropane). OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO THE - - 8.5 May 1995 ♦ ♦ • 4 *mn� m— o*=--Wr—m " ED �c C4 SEISMIC Pmm « PLYWOOD PADS l B 1t] of NRE 01"LE 4 1 COKH m I' DOUBLE WIDE TYPICAL I 24 , OR .203 PLAN DOUBLE WIDE MOBILE COACH Scale: 1" 10' NOTE: { FOR MORE THAN. TRIPLE WIDE UNITS. SUBMIT LAYOUT TO THARP k ASSOC. FOR APPROVAL. STANDARD PIER & FOOTING SPACING PER MOBILE HOME MANUF'ACTURER'S INSTALLATION MANUAL. f CONFIGURATION SHOWN IS THE MINIMUM NUMBER OP PADS REQUIRED. 2-3/8'it1' SMIS I'IELD WILL HOLES OPTION OF 4 - 414 TEX STS COACH C OR J SEAM X I/4'x2'x4' PLATE Q ANGLE 3' VIDE 4 01139m row's MWJO-\l 4 - 1/2' SEISMIC G1 mBOLTS PIER REFERENCE: ' CAIJPOIRNIA CODE OF REGULATIONS, TALE 23 AND UI3.C.1"4 EDITION. I. DESIGN LOADS: I I 2. THE DESIGN LOADS; SHALL BE CONSISTENT WITH ROOF [LVE LOAD. WIND LOAD, AND SEISMIC ZONE AS ESTABLISLIED FOR IPERMANENT BUILDINO WITHIN A SPECIFIC LOCAL AREA -" 3. ALL FOOTINGS ARE: TO BE SUPPORTED BY I'ORM, UNSATURATED, UNDISTURBED COHESIVE SOIL FOOTINGS F ARE DESIGNED FOW 1000 PSF TOTAL LOAD SOIL PRESSURE AND SHALL BE COMPATIBLE WITH FOCAL SOIL CONDITIONI TYPICAL BEAM 4. TREATED PLYWOOD- 3/4" AP.A 4824 LkfERIOR P.S.I. - 93CC. PLUGGED, NEP,- QA 397. PRP -108. Ill � CONNECTIONS Not to Scale 3. STRUCTURAL STEEIL: a SHAUL CONWRM TO ASTM A36 F, - 36 KSI MINIMUM. I I b. SHAIIL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. J a $HAUL BE WELDED ACCORDING TO AWS SPECIFICATIONS: i. ELECTRODES: E70 u. PI.A7ES:ASTM A36 m iii. ANCHOR BOLTS: x ASTM A307 iv. BOLTS: SAE GRS-ASTM A449 -ASTM A323 ' • I n _ V. THREADED ROD: ' COLD DRAWN LAW CARBON WELDABLE ALLMIEI'ALCOMPONENTS INCLUDING NAILS A SCREWS ETC. ARE TO BE PROTECTIVE COATED. COACH I LEAN _ Lu 6. THE PIER AND RIDGE BEAM SUPPORT ASSEMBLIES SHALL BE COATED WITH SHERMAN WILLIAMS F61 -RC2 I I 3' X 3' PLATE ENAMEL OR APPROVED EQUIVALENT AND SHALL BE LISTED AND LABELED BY CERTIFIED TESTM0 AND CONSULTING SERVICES (CTC) FOR THE FOLLOWING LOADS: 4 - 3/e' a LATERIAI.: 1700 Na MAX I( MAX T� FTEI� BOLTS b. VERTIICAL: ;13000 Rs. MAX Cp 14' LIM TUSE 2• DIA 7. THIS FOUNDATION[ IS FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED WITH LONGITUDINAL OR STD PIPE CROSS JOINTS. S�/IC P1Nlt9 � 4 Ia� O • I I 8. THIS FOUNDATION PLAN LS DESIGNED TO BECONSIRUCT® ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL TIIGHTEN 3/16' PLATE PROBLEMS, IF SETTLEMENT OCCURS DUE TO POOR SOIL. SEE NOTE 11. TO 180 CLAMP IN -POUNDS 9. PRESSURE TREATM PLYWOOD PADS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. OUTLINE T�lE or lic COACH 3/4' THREADED 3/16' PLATE LEGS 10. PAD ORIENTATION MUST BE AS SHOWN IN DRAWING, THIS SHEET. m ROD TYP I3F 4 � MINGLE WIDE TYPICAL 11. IN AREAS WHERE DIFFERENTIAL SEI'RZMENT (D.S.) CAN OCCUR, MANUFACTURED HOMES SHALL BE +--12' ID 1 Y --+� READJUSTED WHET! D.S. EXCEEDS 1/4". OR WHEN IT WILL ADVERSELY AFFECT THE USE OF THE 5/16' PLATE MANUFACTURED HOME. PLAN 5/8' X 1 1/4' ULT 12. THIS SYSTEM 19 ADAPTABLE TO STANDARD) HOLLOW MASONRY BLOCK PIERS. VITH HARDENED WASHER SINGLE WIDE MOBILE COACH Scale:. 1" = 10' SEISMIC PIER Not to Scale COACH LENGTH NOTES:> CP - SEISMIC PER 01 - PATENT PENDING AIRD PIER A FOOTING SPACING P90TE' PER MOBILE" HOME MANUFACTURERS 190 IN-POIINDS IS ELiU YMMIT TO 13 FT-PMMDS !. 1. MAXIMUM LENGTH[ OF SINGLE WIDE COACH - 68 FEET. INSTAUATION MANUAL. a CONFIGURATION SHOWN 19 THE MINIMUM 2: MAXIMUM IENOTHI OF DOUBLE WIDE COACH - 70 FEET. NUMBER OF PADS REQUIRED. 3. FOR TRIPLE WIDE COACHES, FOLLOW SAM E1'iAiCEMENT PATTERN AS SHOWN ON THE DOUBLE WIDE MOBILE COACH. 4. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, THE PIER AND PAD LAYOUT SHALL BE ]REVIEWED AND APPROVED BY DONALD M. THARP A ASSOCIATES. " 3/4' PLYWOOD SHEETS SCREVED TOGETHER WITH ' 3o'x32'x3/4• 12 as x 1 1/r F"WS BEAM SIZE NOTES: PLYVOOD _\ 1. SPACING SHOWN GIN THIS PLAN ARE FOR COACHES WITH 10" AND 12" BEAMS. 6' 2. ANY 8" BEAM IS NO'T TO CANTILEVER MORE THAN 6.0' ON EACH END OF UNIT HOLES Flit AND SPACING OF SLEISMIC PIERS CAN NOT EXCEED 13.3. 1/2' x 2 1/2' C.B. x x x L81x32'x3/4' rX x x x 18' 30' PLYWOOD X- x « x 6, �--- 32'—� PLYWOOD FOUNDATION PAD— 5 Y v SCAUi 1' ■ 1.3' l ELEVATION NOT TO SCALE NOTE, __ THE FOUNDATION! SYSTEM IS SAFE 1FOR INSTALLATION IN FLOOD PLAINS UPON REVIEW AND APPROVAL BY THARP 4 ASSOC. lox" rwwwws y tm LNfilt4fl.87fD 151fLL'WfNJ1KTlM a1►�GrHp Q�1'Ew7! a.�w+ r... r ... » w �.�. -.r ..rr. w M. No. 0000 M.4q r�.♦ .� NMr.M{ EXP. 31111117 * r ` TPA NO.T./OJ—�_ s CMV l,TE OF CALR� �►" ►Mw AM.�.xi Ei'ir��'. Q 1 RENEWAL OF STATE SUBMITTAL E.T.S.407