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058-280-017
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION - Site Address: ISHI TRAIL Owner: Permit No: B07-0958 APN: 058-280-017 MUNCY, TIMOTHY W Issued Date: 5/21/2007 By GLB Permit type: MISCELLANEOUS 409 DARDANELLI LN Subtype: Ag Exempt LOS GATOS, CA 95032 Expiration Date: 5/20/2008 Description: AG EXEMPT BLDG- (800) LIVEST( (408) 887-0024 Occupancy: U-3 Zoning: FR5 0 Contractor Applicant: Square Footage: MUNCY, TIMOTHY W MUNCY, TIMOTHY W Building Garage Remdl/Addn 409 DARDANELLI LN 409 DARDANELLI LN LOS GATOS, CA 95032 LOS GATOS, CA 95032 Other Porch/Patio Total (408) 887-0024 (408) 887-0024 FEE INFORMATION �. DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $109.98 Total Charged: $185.68 Fees Paid: $185.68 Balance Due: $0.00 Receipt No: B2909 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION ' j r Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License MUNCY, TIMOTHY W OL:CRW_00398653 / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. 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 violation of Section 7031.5 by any applicant for a permit subjects X 5/21/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compansalion insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section nee not be completed if the permit is or on�llars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 5/21/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 5/21/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. 5/21/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR. DAgent for Owner Agent for Contractor ASSESSOR COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: ISHI TRAIL Owner: Permit NO: B07-0958 APN: 058-280-017 MUNCY, TIMOTHY W Issued Date: 5/21/2007 By GLB Permit type: MISCELLANEOUS 409 DARDANELLI LN Subtype: Ag Exempt LOS GATOS, CA 95032 Expiration Date: 5/20/2008 Description: AG EXEMPT BLDG- (800) LIVEST( (408) 887-0024 Occupancy: U-3 Zoning: FR5 0 Contractor Applicant: Square Footage: MUNCY, TIMOTHY W MUNCY, TIMOTHY W Building Garage RemdUAddn 409 DARDANELLI LN 409 DARDANELLI LN LOS GATOS, CA 95032 LOS GATOS, CA 95032 Other Porch/Patio Total (408)887-0024 (408)887-0024 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $109.98 Total Charged: $185.68 Fees Paid: $185.68 Balance Due: $0.00 Receipt No: B2909 LICENSED CONTRACTOR'S DECLARATION , OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License MUNCY, TIMOTHY W OL:CRW_00398653 / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. 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 violation of Section 7031.5 by any applicant for a permit subjects X 5/21/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date E�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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED as required by ❑ CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permitis oris or on�llars ($100) or less.) ❑IAM EXEMPT under Section B. & P.C. for this reason: ISI 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 the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 5/21/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owne s Signature Date provisions. X 5/21/2007 . I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building JL Signat�le Date WARNIN :FAILURE TO CURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro arty wrier ZLIVithorizel t act on the property owner's behalf. CONSTRUCTION LENDING AGENCY 5/21/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name Permittee IGN] Pint Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR: Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net/dds AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initials .t k AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials l K 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 manufactured home, and 23 feet from a commercial/industrial buildings Initials AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: ISHI TRAIL Permit No: B07-0958 APN: 058-280-017 Square Footage: Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: FR5 00 Description: AG EXEMPT BLDG- (800) LIVESTOCK Required Setbacks: Applicant: MUNCY, TIMOTHY W Front: 20' Side: 20' Rear: 20' 409 DARDANELLI LN Type of Construction: LOS GATOSCA95032 (408) 887-0024 Type of Siding: Metal Owner: MUNCY, TIMOTHY W Est. Const. Cost: $ 11,650.00 409 DARDANELLI LN Roof Covering: Steel LOS GATOS, CA 95032 (408) 887-0024 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms 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 the necessary permits, inspections and approvals to comply with the requirements in effect at that time and prior to occupancy. J. LSignature of owner: Date: 5/2/2007 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name First NameohoW 7 Mailing Address O 11A42bmpt, UI r_ City LOS GA -MS, State Zip s -o ? Phone l r,�p _ QFa-� , D02�, Fax E-mail T�1U>SC� QRE�3AC�� ' APPLICANT INFORMATION CONTRACTOR Name City L -0s Gr�rbS Address Zip Ci 5�3Z I 1 City Fax State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City L -0s Gr�rbS Address Zip Ci 5�3Z I 1 city Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name 1nUT M� 1C Address qDq \tFz LL j City L -0s Gr�rbS State CA Zip Ci 5�3Z I 1 Phone) _ c]� , Fax E-mail I V>JC a APPLICANT SIGNATURE X PERMIT NO. 01 �a96� PROJECT LOCATION API Property Address city JR,J 4 S 6� BIN # WORKER'S COMPENSATION Policy Number Carrier 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: X21 U ;j L�.rnQC�iL U��Si-Ocl�(' oA�s � A�AcAs Zs' x 2z -1 f W -rpt(_ Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. 1 l` J Ll «811) RIVC4 CN2 + MODEL - 4 -1 " ODEL49") ROOF 5iFWAit 2 -� Customer Nome: < 121 " } J - 1"Al I i. 2 (79") VEt?fuc 5P?A6iir 2 J Order Number: A25- 1 4- JAN -10-2006 16:29 STEELMASTER BLDGS P.05 U*WA&z&4Ps Heavy Commercial The Amb Syst= aAWA� Spam am desp-technoktgy PvQ6'w%*M CaWtM SW - SteelMlaste-" ares an made UP of 2 foot by to foot and GgvAuffie ugea* iotedwspace. With w interrol pates or beamtDria fix -10= , I-- n- P"iwrned The panels am a -&-ep corrugafm deVaTlimandshWeambel- —N—M %NZ:Av. 54=Zkdtodwcrftn have wmheretozoostor borrow m- nmj�uw with an additional staggered avm So ftwa -W&V am more bed n**m than sbmtafd amgaWn. %ikh creates an ectrewly strong arch bs1.%,Which m& bets' -fbrWesw& In 94 cattle )aft nmhraiin summer, system Mx ponds are bOW together 00 IhS Vood to andcoa&ctdA--pvtecfi=frcmvWanddw in winta. form the ardm I'm wthes am then rirs,,-d one by one and bolted to tbeprviDu* ftwiw ar&, haydared SteelARaster bwld'urgs are made of GuW& coomt=W Gah4um. G*A= is a H3y, grAik c*m seed, eL co be &Mv* reestered bra knwk of Beddebem Sled and poduct Whas be=w a tremendous innovation in ...W4taster ix jkrtar rva indmsfrom rJoized sW tedmoka. Galeal erre is a coamg 14100 w wkk amwiD2jxtbMzR2tS;WA*=iDwY �0 Year Warranty Piss 0, comWnTac, Ahw�andS&ck The end result compared 10 RVJbr Ph-whed sted VftiD0edYW Against Rast. Perforation isremulmW C 111 "g= n 1 , 101111 A11 I'l ,11 '1 "M IFIN, (i;IF", - .1 . .1 *EredMw Bugdbg Youz-AAnd Save Big $$$ Dollars Legmdary SweBbster Quality ReelMaster is theMird-Ga"afion of =lAm WU&c mdjucfa - the standard of quafitY in the steel Wft 6&z*y. Ihesem=u&m-sgkmmaparabVWmstwlbM4p a . m prAft*AAmZing sovke and penmned AAW to SLOeQ4lastaQwvmwarkwik Every day, mom WA mom Ikise 6nlftg owners are &Zw=9 the cwep6mal advanbrs of a StwNwsxr Wdinc- Smddat you be one of tW For Mom bdN=fion Fast Cak T0IIrFREE 1800 341-7007 019% SteelMaster RwNAPkdh" lAbdiv.014M. ZVentilat= 31,Savimdom 4)Doorkhts S)9wWS G)SUWI door igms &Si& doors avalible * Roti updoors and en" lights valble 0SWwindows VzIabk A Few More SteeWaster Uses ... Uvedo&&crop storage Laftbam La c4con md.90GIV iiakshw Anti&bodque ShoPftrge KV Ffivate aircraft florses Persoare6dence commefcw Auto to body shop Nmwies Drgstore Coavenie= store Churchm Mwico &crA hang= Truck AOP5 Machan shops Wood shops Fitness centers warehouse complexes. Podabk sbops/wmhOuscs Hmr&wwastest"29e Rwift plants Bunkers Ilerq C**Wt shop &storage Air d storage TOTAL P.05 BUTTE - COUNTY KAREN JONES @ BUTTE COUNTY MAY 0 12001 7 COUNTY CENTER DRIVE DEVELOPMENT OROVILLE, CA 95965 SERVICES III KAREN, HERE IS MY APPLICATION FOR AGRICULTURE BUILDING TO BE USED FOR LUMBER AND LIVESTOCK CONSISTING OF GOATS AND ALPACAS FOR AP# 058-280-017 ON ISHI TRAIL OFF CONCOW ROAD. ENCLOSED IS THE AMOUNT OF 185.86 FOR THE APPLICATION FEE. BUILDING COSTS WILL CONSIST OF THE FOLLOWING: STEELMASTER METAL BUILDING 25' X 32' WITH ROLLUP DOOR. $8650.00 CONCRETE FOUNDATION WITH REBAR 25'X 32' APPROXIMATELY $3000.00 TOTAL $11650.00 LET ME KNOW IF YOU HAVE ANY QUESTIONS OR NEED ANY ADDITIONAL PLANS OR INFORMATION. THANK YOU, TIMOTHY MUNCY 409 DARDANELLI LANE LOS GATOS, CA 95032 408-887-0024 Butte County Department of Development Services T NOTES 7 County Center Drive, Oroville, CA 95965 SCC) "C O +� ^1 ; (530) 538.7601 www.buttecounty,neUdQs # +' RESIDENTIAL i APN: CJa - �-�y ^ 1 Permit No. C(a ^ 11 2c::5 1' Owner. C' Site Address: Contractor: aa/A/Type of Permit: er V 1 f I OFFICE COPY Address C���� ` Z�ar®Ii GAS t, M Date Meter By ELECTRIC Meter By Date CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE. `-?,� D -) DATE JOB FINALED: AS��-- SIGNATURE: ocA � = OK, 0 Net OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fai1/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Cirncs-Grnd 'Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electiicity Tagged 13 Tie Downs Q Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers DATE DECKS -COVERS -CARPORTS -GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; SoilsSz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-0cking-Brcing . Stairs-Guard/Handralls 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls yo- ya DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Encisrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcitng Eqp-Pool Ightg Boxes-Enclsrs-pnlboerds-Insultn 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 Pool Drawing - =OK 0 = Not OK RESIDENTIAL (Single & Duplex) ' DATE JUNDERFLOOR DATE PLUMBING 1 ZoningSetbacks-Easements-FloodSlope 53 Wtr Htr; Vertt-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg DRO 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Ace 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub '& Shwr, 2nd fir - Tub Ace 6 Stemwails Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 41 10 UF, Gas Pipe; Sz Anchrs-Sz Test ° 0 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12; Elec Undrgrnd DATE IM E C H A N-1 C A L 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 GirdersSills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insulin 15 Ace & Vntltn 63 Condensate Drain & Ovrfiw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pitfrm if Furnace in attic °°`O DATE FRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & S1deLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Meeh Prtctn 22 Headers & Beams -§z & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub AccSpa 24 Celli ng Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frpic Ties or Type A Flue-Frpic Throat Clrnc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frpic or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcis at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct In Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clrnc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass PrtctnSkyLts-Plastic 81 Pimb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insulin -Foam -Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drn e & Wood -Earth 86 Clrnc Drnge Planters [g] Yes ❑ No 0 °�° 0�a 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Pimb-Appinc-Frpic-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcis Spacing-Lts & Switches at Doors 92 VntItn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvi 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz , ❑ CU or DAL 98 Address Posted AC Wire Sz ga ❑ CU or DAL 99 Fire Sprinkler 48 Range Clic ga ❑ CU or DAL Oven Circ pa [::ICU or ❑ AL Insulated Neutral ❑ Yes ❑ No ° 0s` 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 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. BP061120 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: 05/15/2006 APN: 058-280-017-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: Date: Contractor: Map Index: OWNER -BUILDER DECLARATION Description: new electric service, future lot development I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MUNCY, TIMOTHY permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 5522 THURESON WAY signed statement that he or she is licensed pursuant to the provisions of SAN JOSE, CA. the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95124 she is exempt therefrom and the basis for the alleged exemption. Any 408-887-0024 violation of Section 7031.5 by any applicant for a permit subjects the 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 I hereby affirm under penalty of perjury one of the following declarations: sole compensation, will do the work, and the structure is not workers' compensation, as provided for by Section 3700 of the intended or offered for sale (Sec. 7044, Business and Professions Applicant: MUNCY, TIMOTHY Architect: Code: The Contractors' State License Law does not apply to an 5522 THURESON WAY ❑ 1 have and will maintain workers' compensation insurance, as owner of property who builds or improves thereon, and who does required by Section 3700 the Labor Code, for the performance of such work himself or herself or through his or her own employees, SAN JOSE, CA. insurance carrier and policy number are: provided that such improvements are not intended or offered for 95124 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 408-887-0024 proving that he or she did not build or improve for the purpose of sale.). 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 Contractor: 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.). ❑ I am_f x`erpt under Article 3 of the Business and Professions Code Date: Z� Owner: WORKERS' COMPENSATION ECLARATIO License #: I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S.F. Policy #: Valuation: $0.00 Census Code: dI 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 the workers' compensation laws of California, t" and agree that if I should become subject to the workers' r compensation provisions of Section 3700 of the Labor Code, I shall I forthwith eom ly with those provisions. I O Date: Applicant: WARNING: Failure to s ure workers'm ensation' coverage Is P 9 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 ereby issued'16nder the 4pplicablorovisions of the Butte Count' Code and/or I hereby affirm that there is a construction lending agency for the Resolutions o do work indic ed abov r wh' fes have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) '�/ BY ~ Date Name:: PERMIT EXPIRES ON: —� Address: !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 document of Butte County. I hereby authorize representTati; es of Butte County to enter upon the above mentioned property for inspection purposes. � Print Name: l t MO k hr Signature: jL 11 A Date: sA ISI ot" '4Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name , C� i ame Address ZZ J-�f—SOI` o l� City St g Zip Phone 168 `�Z� Fax E-mail It `��4t�o� oCo APPLICANT INFORMATION CONTRACTOR Name City Address Zip g_z� City Fax State Zip Phone Date Approved: Fax E mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip g_z� City Fax State Zip Phone Date Approved: Fax E-mail State License Number APPLICANT INFORMATION Name -4 `f Address ZZ (IM City State Zip g_z� Phone`%_jWj ����ss Fax E-mail APPLICANT SIGNATURE X :Iq�& For office use only: Zoning Flood Zone I SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BPr BIN # PROJECT LOCATION S Prope Adc 1 77 City l Cross Street WORKER'S COMPENSATION Policy Number Carrier 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: ri,�6 1�2 . Sq FT- Living 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. Receive. Amount: rn ` Bldg SRA Receipt #: 'p Sheriff SMIP Date- I � Other � � Total Page 1 of 2 REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS i{ 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 Commissioner's 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 KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 SITE PLAN REVIEW APPLICATION �,Qj Date: J — / O — D AP# Permit Number (if auplicable) Bin Number Q APPLICANT INFORMATION Parcel Size: Owners Name: l� l��� P ► 7 ` �.►��£ . Owners Address: ,�`�� 7 Q_`H, , , ,/'cz�:) /. , Telephone No.: L(0 f{ — — o o Site Address: �Y- Proposed Use: Residential RNew Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other M Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel *Well Agricultural Buffer Form c,V- v4-ge'r(- Zone: =57 GP: DEVELOPMENT SERVICES INFORMATION For Staff Use Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date _ "1Z 1 2006 or p ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: • Flood Zone: X • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: General Plan: Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: N JW Zoning Code Streets & Highways Fire Prevention Subdivision Map Front f Sider Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: N JW Parcel Created By: ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: El No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements W Subdivision Map/Parcel Man: Map Date of Recording: Lot: 4 Book: -71 Page: 19 q - R 5- 3 2006 STATE OF CALIFORNIA COUNTY OF BUTTE On I, 19&�before me, the undanlgned, A No'orr wbllc, In Chat for Id . Sf le and County, P.—.Ay appeared k"'r, n L,..,, .rA �Hrtrr n. '46,rr'.r'. ,A.— to me to be the persons whew name. ar wb.,dblod to the Wthln Instrument and acenorledged to me that they yeout.dthe same. ,K o7r'a'wt. ecw� / ✓ m�'r..R ����na3w • Cw Ip Oa D, ley . STATE OF CALIFORNIA COUNTY OF BUTTE On 1621Y9V b.(Ol. me, the undersigned, a Notary Public, In and lar .aid Star. and CZ191,, personally appeared ROACAT, T. He LeLASK6V Amen to me to be he Person y riling 'N.111,11 Inatrvmenr on behalf of 10015� Tn6eea I , o corporation, and ocArowledaad to me that sold c 71lon erowfed the some. � � I tiLAHLUt P. t/C15Lt417� w m.AavaA eras evens; 7q-Fq SURVEYORS CERTIFICATE The an died map as prepared by me or under my direction one is based upon o field survey In conformance with the requirements of the Subdivision Map Act at the request of Nril A. Hds,rin n st—he. rd 1977 .1 hereby state 'hat the parcel map procedur.s Of the local agency have been complied vim and trot this Cartel map contorts to the approved t.—N. map and the aandtllan al approval thereof which rete requllad to be lull /bdor 'o the /IIIng of in, Place' map. Bold- L>A`eH: L5. 3346 COUNTY SURVEYOR'S CERTIFICATE rnl. map conforms with Me r.qulrsnumis of IM Subdivision Man All m'd Tocol ordlnanoe. Oar.d- : Yue./ r/Aa 17-1- 80f. County ser eyor RECORDER' S CERTIFICATE Flied this IR day of `n ss-- L- ) 19&nIn Book '79_ I al pages A4aAe - of tht fequ.st of Flle No 'f' 8j1l� Wr.a.IL "Bulk- County Record CLAY CASwiftrRAr R,CC. /Ieb. OWNERS CERTIFICATE We, tier A Nwr.� end LWwna Norris of Ill. land as ch an the an e.ad map,and Ornvi//. r" Cry, ,V vulvae under D..d of T --tied O y`S 177A In Boos t-9109_of Official Records at pair 166 aha —m I—n., under Dead of Trus, recorded --- In Book o/ Official Records at page —,do hereby certify that we are the only persons those <oyml Is n 1—ciry fo pos. Us., IIli. to Pula land and ee consenara t to rhe. preparation and recordation of sold map as shorn ellhln the colored border Rnes. PARCEL MAP FOR NEIL A. HARRIS A PORTION OF THE NA OF THE SW %4 OF SECTION 11, T22 N, R4EM.D a&M BUTTE COUNTY, CALIFORNIA JOHN W. HAMBY LICENSED LAND SURVEYOR Poradlss, CaliforNo Porlalo,Colifornia P.O. Bas ILK P.O. Bos 842 Sneer loft (916)677-6253 (916) 632 -55 71 0 rn LJ CN 00 W. 'a cc aDi nQ 5 oo'17'47'W 8+5.55 Low+ion Map BASIS OF BEARING: The Eoet line of the Fbrcal aF RC.Gulden cod R.D. Remi eh.— co SOO 27'47' W on the Record of Survey Mop Filed in Book 54 of Mopb of Poye 61. Bute County Records. LEGEND O Set yi copped rebor LS 2843 • Found fib' Iron pipe LS 2843 pm RS "/el ■ Found W Iron pipe LS 2780 per R.S. 5�/61 o Laic;76h&i.._ PARCEL MAP for NEIL A. HARRIS A PORTION OF THE N%2 OF THE SWA OF SECTION II TUN, R+E M.O.B.SM BUTTE COUNTY, CALIFORNIA By John W. Hamby LS 2843 Licensed Land Surveyor Fbmdise, California Sheet 2 or 2 :jjl SITE PLAN .- ..�._...E ............. .. .. ................ .. f>a ,r` .. .. r :� .. .. ............. ............ .. .. .. ._ ... .. .. .. .. .. .. _ <� . . . . . : : . .... . ........ : / : • ....................................... ..........A ._.�.....:.\ .. �.....................:.... �............. .. .. .. -• -- . • = Wtflt�t ©11if9t©►rF• -WILDING APf I/AL ..... ---•-- ......-•.............. ............ ...... .. ..........�. .. ... *.. _.. .. ... -r' .. .. .. .. ... ...........:... .. .. .. .. .. ................................. ... .. ..�. .ij .;.. .i.. t .. j. .i.. - j . €ase: -D atg:- .... .--•.... .:............ �.. ..... _....;........................... _... .:.....:...................::.......... '.. ... . . ... .. .. .. .. .. .. 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A n,�t . .. .. .. ..- . .. .. .. ... .- . .. .. .. .. .......................... -- . .. . -- ►� �� . ........... .. �.., .... -.......................... .. -- . ............... ............... ...............: ......... ....... 1°P' aft :.....::....:.....:......:....:.:.....:..............:.....:............. :............. :........... .. .. . .. .. .. • -- ................... .......... _..............._....._..................................................... ................... _.................. .. .................... .. Assessor's Parcel Number 0 s❑ ©— ®®- o a a Scale: 1" Owner Name V1.nn -w M46 6 Address/ Phone No. Si: -z2 1 WJIQF_�a WAA :%r4 )k6E cR 913-1 Ij %�_�5tQ1 Site Location T� Contact Name 1 k mamJ sJ P�i�ne........ iu o- a 0 (— p©Z`l ..Odohre 73, 2nai FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acnes 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: 6a t 1 e SITE PLAN ............ ....... ......r...... ....... ...... ........:.............. .. .. .. --......................... .. ... .. .. ...........:.........:. ... ._._._ . :.......................... ...... ... .. .............. .. ............. ... .. .. .. :.,... 1 ...................c �E .. .. �. �.. Y .. .. .. .. ., .. .. ... .. .. _ .. .. .. .. .. .. .. �. .. ..i. .�.. ..j .i.... .�.. . ........................ .. .. ... .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... ... ....................�..... r... ` .......�..... r.....1... Y .....:............... .. .. .. .. ... .. .. .. ... .. .. .. .. .. .. .. ..:..... .. i.. ..t.. ........................... x .� ..:. .. ...fit- � . .. .. .. .. ��..� /. .. .. .. .. .. .. .. ............... 55// �' .....:.�.\`...\.............\ ............ .. .. .. .. .. .�.. .. ............. .. .. _ .. .. ... .. ................. .. .�go �- .. .. --..... . .. .. .. .. .. .. .. ... ............ .. ............ ............. . :. .. .. ............... .. -- ... .. .. .. .. ...... ... ...... .. ............. ................................ .. .. .. . ...... _..... ....... .................... .. _.................................................. .. . . . . . -- .. .. .. .. .. .. .. .. .. .......... .................... . .......... ..................... ...... ...... ... Sic. . . . . . . . . . .............. ...... .......................... ...... ........... ................... ...... ...... .. ........... .......... ...... ...... ...... ...... ..... ...... ...... ...... ........ ................... ...... :Aptpr . . . .. ............ .. ............ ........................ ............. ............. .. .. ;......;......;....... ............ .......... .. ................................. ............. .. _. .. .................................... .. ............ .. .. ... ....................... . . . . . . . . . . . : ............ ...... 7 ..... .... / .. ...... ...... ..... ...... ...... ...... ...... ............ ...... ...... ...... :............:;,.....;...........;......r.....<......:.....................:...... .. .. .. .. .. ... .. .. ... .. .. .. .. .. ... r::.....;.. ............ .. ............ .. .. .. ............ .. ... .. .. ... .. .. .. .. .. .. .. ............ .. ............. .. ... .. .. ... :.....; :......: ....:......:.... >............................ .. .. .. .. ..................... .... ..;.... _.... ....................... :....,.:............:........................--....------......._....... ..................... ... ......-....._..................... .................... ..................... ......._.....---........_.....----........----....------......----...._............._.................-----..._...........----...-----.... ..:...:.. Assessor's Parcel Number. Q Q © — ff] ® 0 — Fol © 0 Scale: 1" = fes' _ 0 �v T T F 0 Owner Name ��nnrs � ('r w c.! 0 0 Address/ Phone No. � _� N _{ , to , (t2s v gc03 am11 0 0 Site Location ON Contact Name M�oc-� ..,..Phone.-,,.. -.041901M A 2M PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: STATE OF CA? IFORNIA -BI]SWU 8,TRANSPORTATLON ANDHOUSTNG AGENCY Arnold 5chwarzeneaaer ovem�r DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS 1800 Third Street, Room, 260, P.O. Box 1407 W. Sacramento, CA 95812-1407 From TDD Phones 1 (800) 735-2929 (916) 445-9471 FAX (916) 327-4712 wwwhcd-mgov September 1, 2008 e NOTICE OF EMERGENCY ACTION II I SUBJECT: MANUFACTURED HOME, MOBILEHOME, MULTIFAMILY MANUFACTURED HOME AND COMMERCIAL MODULAR IGNITION RESISTANT CONSTRUCTION SYSTEM REGULATIONS I The Department of Housing and Community Development's (HCD) proposed emergency regulations that affect the exterior design, construction, installation and alteration of any new or used manufactured home, multifamily manufactured home or commercial modular or used mobilehome designated for installation in Wildland Urban Interface Fire Areas in California has been approved by the Office of Administrative Law (OAL) and is effective beginninc# September 1, 2008. The emergencyregulations, are adopted into California Code of Regulations, Title 25, Chapter 3, Subchapter 2, and adopt by reference portions of the California Code of Regulations, Title 24," Califomia Building Code, Part 2, Chapter 7A. The emergency regulations have been filed with the Secretary of State, matting the emergency regulations effective for one hundred and eighty (180) days. Within this 180-day effective period of September 1, 2008 through February 27, 2009, HCD is proceeding with a regular rulemaking action, including'a public comment period. The emergency regulations will remain in effect during this rulemaking action. You may review the new regulatory language on HGD's website at the following address: http:l/www.hcd.ca.gov/codes/mh under the heading Wildland Urban Interface (WUI) Emergency Regulations. If you have any questions regarding this proposed emergency action please contact Richard Weinert at (916) 445-3338. Starting January 2008, the new 2007 California Building Code (CBC) becomes For products to be used in the an roductnd s w( Interface specific CALIFORNIA DEPARTMENT O� FORESTRY effective. buiWillding to comply are some regulations that required building p and FIRE PROTECTION standards. designers, local fire and OFFICE OF THE STATE FIRE MARSHAL In an effort to provide the home owners, industries, building officials a readily list of compliance WUI products", the State Fire Marshal Is publishing this "WUI Products Handbook'% All products published in this handbook have been reviewed and verified their In accordance with the new 2007 C8C by SFM staff. Only products noted t'. y ' I compliance submitted to the SFM and In compliance will be publishewitlh the staould ndards. is are not In this Handbook may still comply - that products not a requirement for any products to be In this handbook. : f This handbook will be categorized into 4 main sections: } 1. Exterior Wali Siding and Sheathing (SFM Standard 12 7A 1) l r� 2. Exterior Windows (SFM Standard 12.7A 2) (SFM Standard 12-7A 3) =y -;• 3. Under Eave 4. Decking (SFM Standard 12.7A•4) The handbook may contain other products that are not listed above. n/ ® �� I L® LAN The SFM reserves the right to remove any products In this handbook froved r cause. local Authority Having Jurisdiction (AK) has the right to app dis- 1! Y The approved products for used within their respective Jurisdiction. INTERFACE ( U I) our approvals are based upon technical data submitted by applicants. The CSFM test results and/or other data, but does not make h O D U CTS Fire Engineering staff reviews cted in an independent verification of any claims. All products shall be a appropriate ate and ordinances. Refer to the app p 1 �.J accordance with all applicable codes AN for details. Published by CAL-FIRS FIRE ENGINEERING DIVISION Revised 08/15/08 �� s � 2 o osfm fire.cago_Y/strucfh:eerlgjCe.e_Jja!L/W�roductdF I III I I I 'Th nce so rion51162, clearancerequuemenfs be In Govemmenf Gode Sedion 5f i6Z. 701A,7,2,4Prforto bu#dingpernalfin"IAPProvallhe Propenyshaa ovem one code Proscribed In CeRmfa Pub6cResovrces Code 4291 and CalllOmla p 2041 California Building Code ' SECTION 702A-DEFINITIONS For the purposes of fids chapter, cOrtalit terms are defined below.' CHAPTER 7A FOR EXTERIOR WILDFIRE CDF DIRECTOR means the Director olehe California Department or'Forestly and fire Protection.. tur a Wtdfmld•Uroen MATERIALS AND CONSTRUCTION METHODS EXPOS URE [SFM] erect rot a specfr"c protect ordeveropmenf proposed rot loss from wildfire exposure. FIRE PROTECTION PLAN Is a document Pref �. Interface Fla Area. f(descdbes ways (o minimize end millgafe pofenllel PURPOSEAND APPUCA770N '. 'Rte Fla ProleeBon Plan shaA6e In accordance wlfh (his chap(arendfhe Calilomla Flre Coda, Chapfer47. When squired a rim protection plan atteI(b. submitted. Only locally SECTION 701A SCOPE, used ill end by (he entOrcng agency for the purposes of granting modifications, that have been filed with the COuromia Building Standards Cammiss!on or the Department afHovsing Scg a. This chapter applies to bvtlding materials, and oeasreaesl's 70 fA.f p Widiand•Urban interface Fir A In Sthe ec(1on 702A. - edopfedOnlinences adopted and CSmmunlfy0evelopmenNn accordance wife Section 101.6 shaft apply, ,. Codes - construcgon of newbulldngs located Merlin a t o minimum standards 191`!110 prelec(ion gill/e and grope' any ursuant to fornia lic Resources FIRE HAZARD SEVERITY ZONES are geographical a easdesignatedh. r Moderate In Stets Responsibility Areas or as Local esfeblla11 701A.2 Purpose, no purpose Oreille Ch spier)$ Stale cies by a bfillYvago Areas o Y of a building located In city Fire Hazard Severity Zona by a vegefa(fon (re and Secllons 4201 (hrough 4204 and classified as Very Hg 8 Hazard Severity Zones designated pursuant 10 Calfromla Govemmenf Code'5ecrions 5fI75 Increasing (ha ability mbarhin Widland-Urban interface Fire Area (o asfst the Intrusion of Dame orbum/ng embers projected Agency Very High FIs through 51189. See Cellromla Fire. Code AHWO e6. -' contributes (a 0 sysigma(ic reduction In conflagration losses. ; In any Fire Hazard Severity Zone within Stare Resp Areas or anyding Is. entities f Cardomla s o/(heregeographical arose as'Maps cline : me California Code c(Ragulations, Till. Section ulldln s located or aobuilpermit 701A.7. APPIIcatlon..Newb A Interface Fire Area designated by ilia enforcing agency for• which en application t 9 ResonslblllfyArea fire Haxerd Severity Zones In the Sfel P 84 a��0onf Wforland-Urban submitted on or after December 1, Zo05, shell comply whit the fo#owing Secflons: • which,-shaft rws! ce arp ogmsslve accordance IGMTiCN•RESeBTANTMATinw,253 an n5addition, l� ' . i, 70-0A.1- Rovffng showna evidence she#ove a Aame speed of (32 0 m and heyon o� cae�dng cleric bumeref any time during the lest - pogreas mora Oran lay (3z00 mol bey«" 2, 704A.2— Attic Ventilation _. m athods of consfrucrfon. The enforcing agency is pemdffed (o Materials shelfpass fila aeeelaafedweathedng tas(endho tdentffiadas EMedor(ype, in accordance with ASTM 02e9e and the Are rating shaving Ther shall be for and _ Alternates formaterlets, design, tests, Appendix Chapter 1, 701A.0.I AI of this cltapf fire plan sha86e. submitted ASTM D3201, NI materials shall beer ldenfifice6on showing ice Inspection State ire ES or a testing ladbYy recognized by the Seale fire Marshal having a cervica for Inspeetlon of modify the provisions protection enfor� hf�18Pa rposes of granting modl0aeflonsf a Mien required by the enforcing eB y PrP Issued by !CC•ESACBO a(!he factory. In accordance with the California Fire Code, Chapfer47. Newbulldings located In any fire Hezerd materials Wbod OrnoncombusADle materials as de8rtedin section 202 shaPseBs/y the Intent o(fhis seIXio2. - 701A.1.2 New Buildings Located to Any Fire Hazard Severity Zone. comply Will one Of file 1011OW119: pita-Referr/eni•Tae(ad <' ofherdefinitlonsalgndiomreslsten(mafedallhafs8ecfwildAa exposure tobulfdingmalenals -The Severity Zone shell In any Fire Hazard Severity Zane w#hln State Responsibility enforolng epencymayuse end/or(helr mefedels performance In resisting ignition. 1. State Responsibility Areas, New buildings! acefad Areas, for which an application fore bulldingpertnRls submitted an or ager January 1, 2006, she!! rnmply with all Is notasa LOCAL AGENCY VERY HIGH FIAE HAZARD SEVERITY ZONE means an area deslg51176 entl5118lAaf Is poa local agency �e state Secflons sections of this chapter- Now buildings [cooled In any Log al Agency recommendation grille COF Derecturpursuant to Govemmenf Code Off77((Is responsiblefor Ore area and where a local agency, cfy, county, city and county, 1. Local Agency Very"High Fire Hazard Severity Zone, ,shortVery.Ho plyire Severity Zone far which an application for a building pemtlr Is submi((ed on or after Ju ty i, 2008, shell comply Zone for whit. responsibility means lands that are classified bY(be Board orForestrypursven((o Public Resources Haxart! Will all sections of STATE RESPDNSfBIUTYAREA section 4125 where the financlalresponsibfillyofprovenfingandsuppressingroas(Orasfsprimenfythessponsibiliry readesl noted by theenforofngagency.Newbulldingslocafedinany J. Witdland-Urban interface Fire A g by the enforcing agency for which en appllcO(Ivn for building permlf Is Code of the state. vegs(efive fuels (iter threatens fo destroyllfg, property, orresources staEls Widland-Urban Interface Fire Area designated or offer January 1, 2008, she# comply "fill all sections of tills chapter' of(Its any uncontrolled lin spreading through anyuPubliCade Sections 4103 and 4104, _ submltred on I inspection and eerdflcaeful Bumpily ermhefollo applications and finalrompletlon approvals for6u#dogs within the as defined!n Resources is one ore combinafron ofratelanfheal, eonvec(ive heat directname contact endbuming embers �. 701A.9.2. scope end application of this chop(ershell cc 1118 followng. _ g WILDFIRE EXPOSURE W being projected by vegetation tire fO a s(rvcfvre end Its Immediate envlronmenf. ibu aing-I or fo rnnsdve#sit, provide the owner a1` applieanf a cent#carton Ihe(!he building 7otA.A2.z fie Iacarbvllding ofAclalshell, pit .3.2.2 state and local building standards, Including !hose for materials and "Fire Hazard Severity WILDLAND-VABAN INTERFACE FERE AREA Is a geogapMaef area Identified by the afa(a as a Caere Sections 51175 Sections Io slmromlwodfires. applicable asp to be s with ell app _ as pm exposure as described n fills Ghepfer. construction methods built - 4201 See Section be of a s0gnlfi ant dand Zone accordance with the public Resources Code though 51189, Prather areas deslgneled by the enforsfng 9 Y Code and the Public Resources Code. The local building ofecia(81181I, upon cemplehon ofconstruction, provide the owilet-W ble sial an a copy it fila . Sections of (he Government , 706A lot the applicable reference 701A.2.1,] construction methods for wildfire exposure as des InthisClrapfabullding finslinspection report standards, hiciudng those formatedals end J It or roduct list'n information lease contact: Building Standards and Materials for Building Code Chapter 7A, Ben IHo, Chief' 2007 California Building Code Fire Engineering Division Street, Sacramento, CA 95811 codes hese new codes The California Building Commission adopted the Wildland-Urban Interlace se new take effect in 1131 S (916)445-8312 in late 2005. The majority of the new requirements ds In the wild to ben hogfire ca.gov be include provisionsfor Ignition firehazard resistant avorily zonetsowilltbedusred bytbui ding officials Interface, for new buildings a licatton, regulations and publications etc. can Information regarding the listing PP ply with natural determine appropriate construction materials interface. The updated zones will also be used eY property at time of property Il Is likely that the fire hazard downloaded at: " httu'//osL (m fjre ca goylstrucflreenpineerrucfireenoineer bmt.nha Ineer/ df/br I/ istin A lication. df hazards disclosure requirements severity zones will be used by local government as they update the safety element Of h '/losfm. ire ca. ovlstrucfireen tt //osf fire c� raov/strucfireenaineerlodflbml/t-19.adf dF/bmllcale or bm. df general plans. lla for the Fire Hazard Severity Zones will be enforced by the in tt a/os fire ca ov st ucfireen ear/ t�ttE'Llosfm. ire.c�.aevlslrucfireen ineed dflla / ptovetlt_ �Siina�abs•pdf The new building standard best assist them Building official as projects go through the pian checking process. the state Fire Marshal's Building o uestio s elative to Wita and a a ds ar d Wildland Urban Interface re dations determfninga(a product meets the code requirements, Materials Listing program (BML) Program is accepting app oiled or the These materials will be p and Cha ter 7A lease contact; listing or for the review of meeting the standards. Ethan Foote, Assistant Chief SFM BML website at: �Sp [[r�s�.fi,Ge �i,a°V�reQ��e�r/p�fLhdtt.11S u(1?-r0d.4lSLS•1�� WUI Regulations Unit 1131 S Street, Sacramento, CA 958111 and the Wildland Urban interface Building Codes page of the WHazards and 18)445-8200 (916)445 titan 16) 44a7fireca.00v Building Codes at: ` h�tg;L(1w�flfs pig-011/�e^��I� °ti�r�—ass�zns.cn d�3�`1-4Ddhn Information regarding all Wildland Urban interface issues can be downloaded at: wiidland codes.php The SFM listing service provides building authorities,, architectural and engineering e with reliable and readily available source _n/fire_prevention http:l/www.Bre.ca.govlfirepreventio linkso communities, contractors, and th fire service All SFM WUI standards can be downloaded at the foilowin of Information. wood Since the materials under Wildland Urban interface Building Codes (except roof required by law be listed by the SFM, the listings for r Testing Standards CA SFM 12.7A-1 t Exterior Wali Siding and Sheathing shakes and shingles) ala not These products are strictly voluntary. Materials not listed by the SFM may still qualify for under Chapter 7A. If not listed on the SFM tdlp:&ww,rre.ca.govrire_prevention/dovmloads/Pad 12_CA SFM_12-7A•1 Tesl_Slandards.pdf use provided they met all the requirements all documentation and testing certificates: showing compliance must be submitted to y Testing Standards CA SFM 12.7A-1, Exterior Windows site, the building official having jurisdiction for final approval, hltp:IMrww.Qfe.ca.govlflys_prevenlionldownloadsrParl_12_CA_SFiw>_12-7A-2 Tesi 5landards.pol Y Tasting Standards CA SFM 12.7A-1 Under Eaves h,,p:/&.,.lire.ca.gov�fe_preveliioti/downigadsipa,IJZ_CA_SFM:12.7Fl-3 Tast_Slandards.pdf Testing Standards CA SFM 12.7A-1, Decking .. hltp:llwww.(re.ce.govrire_preventionhlowrtloadslParl 12 CA SFM12.7A-4 Tesl_Siandards.pdf plywood, 3/8" 15/32", Ya", 3/8" or'/o" thickness, panel size Test Protocol 1 /2" width. 1 2.7A-4, Part A only, Accelerated weathering. C to Exception of 704A.4.1.1 (3) (b)) 4x8 . BARRIER TECHNOLOGY CORP. Flame Spread Class (Refer oCompany Name: 510 41' Street North, Watkins, MN 55389 oCompany Name: FIBER COMPOSITES, LLC Product Description: bonded a"o5/81" o,r'%" Blazeguard"sheathing with Py/8", 15/32", strand board (OSB), 3/8", / 181 Random Drive, New London, NC 28127 "Veranda' composite deck board, )" thick x 5 1 /8" width. oriented thickness, panel size 4'x8'. Product Description:. Test Protocol 1 2.7A•4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 *Company Name: TRCOMPANY, INC. Capitol Avenue, Winchester, VA 22601 Product Description: Type "FRX" and'Thermex-FR" fire -retardant -treated lumber. Products are Douglas Fir, Southern Yellow Pine, Western Red pressure Product Description: 24! 245 "Trex Accents: Fire Defense" wood and polyethylene deck board, nominal 5/4" thick x 5.1 /2" width, Cedar, White Spruce and Western Hemlock impregnated with "FRX" and "Thermex-FR " fire retardant composite nominal density of 0.036 Ib/in'. chemical. Test Protocol 12.7A-4, Part A only, Accelerated weathering. Flame Spread Class B oCornpany,Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 QCompany Name: Various Manufacturers"Redwood", "Western Red Cedar" "Wood" Product Description: Type "FRX" and"Thermex•FR" fire -retardant -treated plywood. The plywood Is Structural I grade, exterior Product Description: Solid decking. "Incense Cedar", "Port Orford Cedar", and "Alaska Yellow complying with PSI. Products are pressure Impregnated "FRX" "Thermex•FR " fire retardant chemical, Cedar". 2" thickness (American Softwood with and Sizes: Minimum nominal Lumber Standard PS 20). Lumber grades: Construction Common and better grades for *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Redwood, 3 Common and better grades for Cedars, and decking or better grades for both Redwood and Product Description: "EXTERIOR FiRE X" pressured impregnated treated lumbers Yellow Pine, Western Red Cedar, Commercial Cedars. (Douglas Fir, Southern Redwood). (CSFM Listing No. 2520-1701 :100) Special instructions: solid wood decking shall be Installed overt"x6"solid "Doug Fir" or better Joists spacing 24" or less HOOVER TREATED WOOD PRODUCTS, INC. Flame Spread ter: on center. Class ter.(Refer to Exception of 704A.4.1.1 (3) (b)) QCompany Name: 1 54 Wire Road, Thomson, GA 30824 "EXTERIOR FIRE X" pressured impregnated treated plywood Product Description: (Douglas. Fir, Micro -Lam Douglas Fir, Southern Yellow Pine, Gang -Lam Southern Yellow Pine, Micro Lam Southern Yellow E84 for 30 Min. with Accelerated Master Plank). (CSFM Listing No. 2580 Ignition -Resistant Materials (ASTM 1701;101) Weathering Test) Roofing Materials (UBC 15 2) Wood Shakes and Shingles 4Company Name: BARRIER TECHNOLOGY CORP. 510 411 Street North, Watkins, MN 55389 Product Description: Blazeguard °sheathing with Pyrotlle bonded to %:" CDX [e III ,SII j , 9805 Lackman Road, Lenexa, ICS 66219 deck board, 1 "[hick x 5.5" l The recommended Installation practice for solid wood siding butt overlapping Joints is: product Description: "CrossTimbers FR" composlte weathering. width (nominal 1" x 6')•Test I In wall construction regarding and should be staggered m f Protocol 12.7A•4, Part A only, Accelerated y butt Joints between pieces as p. J 12" and all butt Joints should be flush with no Joints One nail at each crossing Flame Spread Class B Into the studs or blocking members. shall be used for EPOCH COMPOSITE PRODUCTS, INC.; AT AMICO COMPANY with the wood frame support member nominal 6" siding and 2 nails for nominal 8" or wider siding. *Company Name: 223 South ICK Highway, Lamar, MO 64759 "EverGraln" composite deck board, 15/16" thick x 5.5" width Product Descrlptlon: Test Protocol 12.7A 4, Part A'only, Accelerated weathering. Exception of 704A.4.1,1 (3) (b)) Exterior Windows (SFM Standard 12-7A-2) Flame Spread Class C (Refer to None EPOCH COMPOSITE PRODUCTS, I COMPANY 5t223 andard 12-7A-3) Under Ea ( SFMComposite *Company Name: a M 0 64759Mic0 Lamar, KK High a L South IC 9 Y,th a c om to deck board, 1- 7/16" thick x 5-5"width in p � Description: tion... tD Product p r cweathering. prated Test Protocol E verGr 12.7A 4, Part A only, Acc ee Exception of 704A.4.1.1 (3) (b)) *Company Name: BARRIER TECHNOLOGY CORP North, Watkins MN 55389 Flame Spread Class C (Refer to Product Description: 510 4'" Street Blazeguardm sheathing with1�arootYl �bo�ded to kness/ipanDeXsize 3/8", / *company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 „ plywood, 4'x 8'. Product Descrlptlon: Fiberon" composite deck board, 1" thick x 5 1/8" width. 12.7A-4, Part only, Accelerated weathering. 4Company Name: BARRIER TECHNOLOGY CORP. 510 411 Street North, Watkins, MN 55389 Test Protocol Flame Spread Class B Product Descrlptlon: Blazeguardrandsheathing oriented s (OS), 3/8",11 /32", A", /8 or /„` QCompany Name: FIBER COMPOSITES, LLC London, NC Z8127 jki thickness, panel size 4'x8'. T^' }Weathe Gest81 Random DrMeridl n” cotnposite deck board, 1" thick x 5 product Descrlptlon: 1 /B width. ,Company Name: JAMES HARDIE BUILDING PRODUCTS, 37". Fontana, CA 92 Test Protocol 12.7A-4, Part A only, Accelerated weathering. III Product Description: 10901 Elm Avenue, "CemSorfito" un-vented, fiber-cement soffit, 3/16" thick and flame Spread Class B 11 thick. *Company Name: FIBER COMPOSITES, LLC 1 Random Drive, New London, NC 281 27 III *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC.IS 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Portico" composite deck board, 1" thick x 5 1 /8" width. 12.7A•4, Part A only, Accelerated weathering. Product Description; "HardleSoffltm" un vented, fiber cement soffit, 3/16" thick Test Protocol Flame Spread Class B and YV thick. DeClcing (SFM Standard 12.7A-4) *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 ct Description: tion: Product p "Weathereest*" Selma" composite deck board, 1" thick x 5 � I III 4Company Name. TS INC, BUILD PRODUCTS, ODUC , ELI<COMPO SITE BU to Illi i Ill 15 �I if I� I, certified siding, Installed over 5/32" COX plywood sheathing. ` *Company Name; Various Manufacturers Solid "Wood" siding with no Hhr board l ROSEBURG FOREST PRODUCTS Co. Product Description: ood orougloriented strand Installed over structural plywood with (OSB) with a 7/16" minimum thickness and complying *Company Name: P.O, Box 1088, Roseburg, OR 97470 1.5" 'Douglas 11/32" thick 12" groove spacing, Voluntary Product standard PSI or Voluntary Product PS2, with the following interlocking designs when 'I Product Description: Fir" siding, width, 3/8" groove depth, shiplap, APA certified siding, Standard Installed in accordance with industrial technical guide. Refer groove installed over 15/32" COX plywood sheathing. to manufacturer's installations for details. *company Name: ROSEBURG FOREST PRODUCTS Co. P.O: Box 1088, Roseburg, OR 97470 1, Ton ue & Groove ShivI, Loa Cabin: When applied in a horizontal orientation with minimum nominal 6" wide and wood species "Redwood", I e„ roove spacing, Product Description "DuraTemp",slding, 15/32" thick, ply. 9 installed lap edge, APA certified siding, nominal 1" thick board made of "Western Red, Cedar", "Incense Cedar', "Port Orford "Ponderosa "Douglas 3/8" groove width, over 1 5/32" COX plywood sheathing. Cedar", "Alaska Yellow Cedar". Pine", "Western Spruce", or other wood Name: WHISPER CREEK LOG HOMES Fir", "White Fir", and species having a Flame Spread Rating not greater than 50 (Class C) when tested accordance with ASTM E84. *Company _ 997 West 950 North, Suite 1 00, Centerville, UT 84014 „ nominal %:round "slices" cut Whisper Creek Log" slding, 1 i 2. Rabbeted Bevel: When applied in a horizontal orientation 6" wide and nominal 1" thick P Description; from softwood log, mechanically fastened to 7/16" oriented on nominal x 6l with minimum nominal boards made of a wood species "Redwood", "Western Red "Alaska ' strand board sheathing and supported i lumber framing. The log sections measured approximately 9' with a nominal 9"gap between Cedar", !'incense Cedar'. "Port Orford Cedar", Yellow Cedar" or other wood species having a Flame (Class B) when tested � wide, 3"to'4" at the radius, d the a r od filled gap sections, Foamed polyethylene backer , to a minimum /�' a Rating not greater than 75 5 P red g in accordance with ASTM E84. between log sections, providing support thick application of UL listed Sas Sealant, Inc. chinking 3, Board and Batten: When applied In a vertical orientation minimum nominal 8" wide and nominal l" thick material. with boards, and minimum nominal 4" wide and nominal 1-i/A" a thick battens, with boards Installed with a gap not more the wood frame with vCompany Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931not than F", with battens fastened to less than 3" long fasteners at a schedule not more battens made of a Product Description: Wlndso ONEo 8025 wd sidin1212 g, 1x6,, irx8 and 1xiative r0 vrusticshiplap than 24" on ceiatenter and boards and wood species -"Western Red Cedar", "Incense or solid p siding pattern, with no through holes or loose knots, over oriented strand board (05B) with a 7/1 G" Cedar', "Port Orford Cedar", "Alaska Yellow Cedar" other wood species having a Flame Spread Rating not Installed minimum thickness. For "Horizoatal" Installatl____o___n only_ greater than 75 (Class e) when tested in accordance with ASTM E84. 4Com pany Name: SHAI<ERTOWN zoo Kerron Street, Winlock, WA 98596 All nominal board sizes shall comply -with theapplicable American Softwood Lumber Standard PS 20. I dar Shingle Panel, Product Description; Shakertown°" Craftman'" 1 -Course C�odu t, Western Red 4.1 /2", 7' and 14" exposure siding p provisions Edge and end glued siding is permitted to be used Interchangeably with solid sawn members. Cedarvertical-grain heartwood shingle, Installed over oriented strand board (OSB) with a 7/16" minimum 1A thickness. For horizontal Installation only. I I i to i III, i i I JAMES HARDIE BUILDING PRODUCTS, INC. 943 San Felipe Road, Hollister, CA95023 Cedar Shingle Siding *Company Name: 10901 Elm Avenue, Fontana, CA 92337 "Cemp anel®" vertical),siding, fiber cement, 5/16" thick. Product Description: Cedar Valley "California Stack" 1 -Course edrricl Western Red Cedar vertical Product Description; 4 %" or gre.ater exposure, 9raln,heartwood shingle leapplied over fiberglass matte to over a Yientod strand *Company Name. DIE BUILDING PRODUCTS, INC. JA MES HARDIE Fontana, CA 92337 `Panel esut plywood back erInstalled s uarminimum thickness. board (OSe) witha 7 16 Product Description: on. 10901Elm Avenue „ thi ck. gle,"anel, fiber cement, 1 4 HardleShmleTM��p Ing, fiber -cement, thi ck. „HardieShrng lap sid 4Company Name: CERTAINTEED C *RPO R ATI ON 803 Belden Road,Jackson, M1 49203 type" fiber -Cement, Vp *Company Name: JAMES HARDIE BUILDING PRODUCTS,INC. Fontana, 925337 Product Description: "Weatherboard la siding, Weatherboar p ted Bead, Select Cedar, Dutch d Tex t rr Bead, Smooth 8 Cedar, S m �� 'e" to 12 width, 12 length. 5 / '' t on. t Description; Pr oduc P 1 0901' Elm Avenue, " nkT"'" la siding, fiber -cement, 5/16" thick. i ePla P ar d thick. H 16 thi die Panel'""vertical siding, fiber cement, 5/ Ick 5 16 thick, La / " P, H ar I pany Name: C ERTAINT EED CORPORATION 803 Belden Road ackson, Mi 49203 *Company Name: LOUISIAN A -PAC IFIL 2 19 hvllle, TN 37 , Nashville, o 2 0 00 s lie oriented 414 Union Street SuSeries" lap siding. , Precision Productbesalptlon es sidln9..fiber cement type „WeatherboardsTM, sha gered Edge Half Square Stag Product Description: "LP 5nartSldem t/2 standard strand back bone3/8" thick, applied over <*Com "PerfectionShingle, Random 5/16� thick„ i6 width length. gyPsumwallboard. , Rounds, Octagons, *Company Name; CORPORATION Road Jackson M1 49Z03 e: *Company Name: NA- PACIFIC LOUISIANA-PACIFIC ISIAT N3 7Z i 9 hvill , 0 Nashville, 414 Union Street,Suite 2000, Precision Series" exterior panel siding, Product Description: 803Belden aardsTM,vertical siding, , type Smooth, Octagons, Cedar Product Description: 7/16„ thick. _ oriented strand back -bone, -C B"Groove, Cedar (no groove), S/i6" thick, 4'" width, 8,9or'10' length. LOUISIANA-PACIFIC *Company Name. 0 00 Nashville, iTN 3 7 21 9 o 2 , n S trees , Suite t 4 14 Union siding, w e [ Series” exterorapsidrn *company Name..COLLIN PRODUCTS LLC 66, Klamath Falls, OR 97601 product Description. LP Smart5ldem Fountation e X process fiber back-bone,1/2„thick, applied over 5/8tYp 6410 Highway TruWood® 7 16„5turdYPaneIvertical shlP apsidln9 ' standard wallboard. Product Description. Installed over 5/8” Type X gypsum wallboard. HARDIE BUILDING PRODUCTS, INC. *Company Name: LOUISIANA-PACIFIC TN 37219 ah viii e 414 Union Street, 2 00 0 N s panel siding, wet an Name: *Company JAMES 1 10901 Elm Avenue, Fontana, CA 92337,, thick. . 8 " i5 en e / fiber -cement, din m , �� m Fountatlon Series' exterior unta Product Description: LP Smsrf bier back -bone, 7/1.6” thick. process p r on, t Description: ti Pi oduc P Artisan lap siding. "Artisan," 4Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. *Company Name. 0 SEBU R G FO REST PRODUCTS Co R OR 97470 p,O, Box 1088, Roseburg, thick, square edge, APA 10901 Elm Avenue, Fontana, CA 92337 fiber cement, 5/16" thick. Product Descrl,ptlon: "Breckenridge" Siding, 19/32" plain Product Description: ,cemplankO" lap siding, F iz J • ,>-.m���- --gym •. -� , .- .,. - — - - �, i ( Ui) Products *Company Name. BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Nos. 371 "RAB Smooth Face R/s" back siding inches Wiidiand Urban interface Product Description: Bodyguard" and 372, preservative treated pine, minimum 1 xG loose knots, installed Wall Siding and Sheathing (SFM Standard 12-7A-1) dimension, with no through holes or strand board (05B) with a 7/16" minimum Exterior D WOOD ASSOCIATION dime oriented thickness For ' ' ontal installation only 4Company Name APA -THE ENGINEERE 7011 South 1911 Street, Tacoma, WA 98466 "APA 303m" plywood siding with shiplap edges, nominal *Company Name: BODYGUARD WOOD PRODUCTS Osprey Plate, Portland, OR 97229 Product Description: 1 9/3.2" thick and grooves spaced 4" on center, manufactured with veneers of all Southern Pine or sfir eros Fir face, back fir cross piles, 4'x8' Product Description: 5485 NW Bodyguard® 2 lap siding Nos. 430, preservative treated pine, 1x6 Inches dimension, with no through holes cr and center with He mloclt or Douglas panel. minimum loose knots, Installed over oriented strand board (OSB) with For horizontal installation onl . a 7/16" minimum thickness. *Company Name: ATION APA -THE ENGINEERED WOOD a, WA198 66 7011 south 19'" Street, Tacoma, board and batten, an Name: *Comp y BODYGUARD WOOD PRODUCTS re plata, Portland, OR 97229 osprey Product Description: "APA 303"" plywood siding with reverse nominal 19/32" thick and shiplap edges, grooves spaced 12" face, back and center of product Description: 5 48 5 NW Bodyguard, 3 lap siding Nos. 432 and 433, preservative minimum 1x8 inches dimension, with no on center, manufactured with Fir veneers and cross ply veneers of Hemlock or treated pine, through holes or loose knots, installed over oriented strand thickness. For horizontal Douglas Douglas, 4'x8' panel boated (OsB) with a 7/16" minimum In5tallat�nfv. 4Company Name: BARRIER TECHNOLOGY CORP. ns MN 55389 �S Watkins, Street North, teeOs 5 10 4S bonded to Y: COX *Company Name: BODYGUARD WOOD PRODUCTS Place, Portland, OR 97229 re PI . 548 NW osprey ve 772, preservative Product Description:' m with Pyrotlle Blazeguard sheathing Y:", 5/8" or'/<" thickness, panel size plywood, 3/ 8 1 5/ Product Description: used® cove siding Nos, 771 and 8odyg a minimum 1x8 inches dimension, with no n d in ai d Bate str i tr P oriented led over o 4x8 , through holes or loose knots, Ins board (OSB) with a 7/16" minimum thickness. For horizontal *Company Name: BARRIER TECHNOLOGY CORP. North, Watkins, MN 55389 Installation ion only_ Product Description: 510 4"' Street to Blazeguard" sheathing with Pyrotlle bonded oriented strand board (OSB), 3/8", 5�8" or'/," *Company Name: CEDAR VALLEY MANUFACTURING Hollister, CA95023 thickness, panel size 4'x8'. 943 SanFelipeRoad, Valley FTX Pressure Treated 1 -Course Cedar Shingle BODYGUARD WOOD PRODUCTS Product Description: Cedar Panel, 7-1 /8" exposure siding product, Western Red Cedar heartwood shingle, installed over oriented *Company Name: 5485, NW Osprey Place, Portland, OR 97229 Pattern Number 793, 794 and verticai•graln strand board loss) with a 7/1 G" minimum thickness. For Product Description: Bodyguard" "V•Rustic" siding 795, preservative treated pine, minimum 3/4x6 Inches holes or loose knots, installed hiorizoncal �nstallatioi� only. dimension, with no through over oriented strand board (OSB) with a7/16" minimum *Company Name: CEDAR VALLEY MANUFACTURING thickness. For hod ontal installs_ tion only, io E _ Wal! Openings, Exterior wall openingsahall he In accordance with this section - 700,12 Exterior Ex(erlorWalf Vents. Unless otherwise prohibited by other provlslons o!(hls coda, vent openings in exterior walls �nts sheA be scroened with a conosiomres(sfanf, non, - OF QUALITY 704A.].1.f shell rests( the intrusion of Meme and embers Ortiz equivalent. combusfibla Wra mash Witt( %inch (6 mm)end openings wifidn SEC770N 707A—STANDARDS end methods of cdns0vgnon used shaft be In accordance w4fh (his Chapter' - glazed 704A.7.1.S Exterior Glazing andwlndowwalls. EzfeAor windows, windows alls, glazed doors, 9 volts with a minimum of one IemAered pane, or glass block urns, or Have a firs 2010, or conform to the perlortnance 707A.i General. Malarial, systema,. accordance with III@ requirements of section exterior doors sheti be Insufetingyless reslstanee feting of no( Less then 10 mOtufes, when tested acrording to ASTM E T 07A.1 OvafMcation by Testing. Materiel and materiel ass a oblAoseelests ere meTes(ing shall Lepa orrttedbye fasting when the results end rondition regvlramants o(SFM f 2.7A•2. -.. (sf 700A shall be ecoapfed lar use rep art.: sche ter are located In agencyapprovedbyfhe State Fire Marsha lorWmittledbyanlCC{SR this p '. 704A.7.2.]Exlatfor door assn vednor�romb s�ble ronshvcl oa6 orsolld cora wood0avingsfifes end��notless (hang rafing olnaf fess than ZO j70aA.7 standards at Quality, The State Fire Marshal standards W$10 d below cera/erencedln 12 and Chapterj5 of Ihls code. SFM t 2.7A -f arahell be o! eppro Inches thick wNh bfedor 5efd panel Utlekneas no less Atan 11/4"fhlck, or shall have a Ore raslsfanca - I the California Referenced Standards Code, Pert (he minutos when tested eecord(ng (o ASTM E 2074. not required la comply Witt (his SFM 11.7A•1, Exterior Wall Siding and Sheelhing - Exeepf(on: Noncombustible ar exferiof ore refartlenf frea(ed wood veldcle access doors ere ' SFM 11.7A•2, Exterior Vhndow chapter. SFM 11.7A.; Under Eave �I SFM f1.7A•4, DecWn9 -'. 1 SECTION 704A.1• ROOFS 704A.4 DECKING, FLOORS AND UNDERFLOOR PROTECT70N SECTION • 704A • MATERIALS, SYSTEMS AND METHODS OF CONSTRUCTION T04A.4.1 Decklpg. - where any 704A.1 ROOFING•' f6. Raols shall haveeroonng 704A 4.1.1 Decking Surfaces. Docking,surfaces, sfefrkeods,users, andlandings afdecks, parches,dbalconies 10 fee( (7046 mm) of Ate primaryswefure shell comply with one of the lolm(tiing methods: e enfs of Cbepfer 7A end Chapter 7p4A:1.i General, Roo/s chef! comply with the requir m h t Ins(al[ad In accordance wqh its listing and the man lecturer's Installation lnafrvcllons. portion of such surface Is wifhln o!lgnHion Reslslent Materials and pass (he performance requirements of SFM f2.7A•4, Pans A and B. approved non•oombuslible materials. a ssembly - -k s aces s VNtere the roof proflfa allows $pace Between the roofcovedng androofdecking, the p maferfafs orhave one i. Shett be constructed retardant created wood or 2 Shall be constructed vA heavy timber, exferiorflre re `. no of SFM 12-7A•4, ParA 12.7A-4.7.5.1 onlyw0l) anefpeakheatreleasa rate o/ 704A.1.1 Hoof Covering ' she/16a consfruc(edfo prevent the /nfruslon croames and ambers, be fire -slopped with approved In over the combustible deeklrtg. ]:Shall pass the perWrmance ;.5he/sq•R lora 4 parfore observation period and: b as Exterior type, in { foyer of No. 71 ASTM cap chest 110(loss (Ilan 0.019- Inch (0,48 nom) (No. 26 gglvaolzed When const 9ofone eriel shall pass the epceteraled weathering loaf and be identified - :,,Decking surface me(tle ASTM 02600 and ASTM 0]20f and,' 704A,f.7 Roof Valleys, Arefa�lnalelleValley sheo(gage) corrosion-reslstan(m dover el mfnlmum761nches (414 mmJ wide underieymen or the the lull length of the valley. acmrdance Will M R me deckls a(fach'dend wN1h110 (0046 mm) leaf of the deep shall be constructed layer or No. 72 ASTM cap sheet running ed a means to prevent the accumulation of leaves and debris In Aa shall b e provided b. The exfedorwa0cov¢(fno to "h or approved noncombustible or Ignition resistant maferia4 to romply with (his su6•aectlon lithe decking surface malertef ronhrtns to AS TM 704A.1.6 R o of Gutters. of gv(ter$ `. Exception: Walls are notrequlred E-64 Class a name spread. , the gutter. orolhefsurfero kaehnenfs ere not an approved method olproleNton as requirod In this 704A.2Atuc Venfllauon fla and embers into The use ofpelnfs, roe(ings, steins, h oo) resistant, nan•combvsflble wire mesh with K Inch (6 mmJ 704^.1.1 G an eral. Wlfen required 6y Chapter 15, roof and aHlc vont ant, n n -co h vstlblO wire Chapter. I otluarea of the structure, or shall be projected by coroslon 704A.4.2 Vnderf7oorandAppend29es Protection '. ends es app 9 openings or Its equivalent -_. ,. orCornlce Vents. Vents shell not be /ns(atied In eaves end comites, _ shall be en d ersis shalt maintain the IgnrdoMesfsfan(infegnry of exterior walls, or [lie prolection shaft be enclosed to the 7pgg4,T,i Underside olApp¢ndages and FloorPro/ectlons. The underside aPoor[lie projection 704^.1.1 Eeve Excep(lon: Ea Yo and comic@ vents maybe used provided (hey resist the intrusion afname and diming embers Into the and A4.2.1U grade... have an underfloorazas enclosed(o Ate Bade writ exferiorwa6s snit area of f is structure. '. FM 12 7A•3 or she0 be pro(ecfed by lgnlnon• ppgA,q.2. Unencl�sed undernoorProfecilon. Bulldings shall - In accordance with socaon 704A7. - 704^.24 Eave Pro(ectlon. Eaves fiband saints $11-11 a conshuclton arttheexp sed nderslde. -. resistant materials or noncombustible Exception: The complete endesu of riderflocrarees maybe omitted where(he underside olall exposed floors, exposed A structural cofumns beemsendsu portio we05 eraprofecfedasrequiredwilheMeriorlgnllionreslsfanlmefedafronsfrvcrron 704A.7•EX7EAIOR WALLS flmber, or log wan tWlet standavyard General. Exterfor wells shall be approved non•combsflanble emberon accorosisrdance to acaa denof 'orb@ heavy flmber. ANCILLARY BUILDINGS AND STRUCTURES 704A.1.1 construction or shall provide protection from pts Inbusldn orfismes and embers (he oundation to he rout. fop of the foundation !o (Be root, and 706A. Buildings and Structures. Man requked by flte enforcing agency ancniarybundings end skvchees and s. Exterior wall coverings Shen extend from (he 704A.7.1.I Exterior wait covering Orin foe case of enclosed tartars at all reolovemengs, 706A.1 Ancillary detached ,ocss4orrsbuc(urOs shah comply with (he provisions o((hla Chap(ef. .Terrttlnefe a(1lncn (50.6 mm) noMnal solid wrood bPoeWnAbeMaen 0 eaves, terminate of the enclosure. - I _ L 1337. support Inspection. At the time of inspection, the installation of the MH -unit on its support system shall be complete and the area under the MH -unit shall be accessible for inspection. iron shall not be installed until all underfloor installations have been approved by the enforcement (a) Sk 9 agency. b Mason walls shall not be installed until all underfloor installations have beendae perimeter sue ort to the �) Masonry enforcement agency, unless the installation of the masonry wall is required to prove p PP MH -unit.' Authority cited: Section 18300, Health and Safety Code. Reference: Section 18613, Health and NOTE. A tY Safety Code. i I- t i Butte County Department of Development Services oA03TTF0 TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR e e { 7 County Center Drive °- 0 Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecou nty. netfdds www.buttegeneralplan.net ADMINISTRATION * BUILDING * PLANNING Skirting for Manufactu ed/MobileHomes in a State Responsibility Area Notes: 1. These are acceptable options where there is no perimeter masonry foundation. 2. Siding must be supported a minimum of 6" above finish grade, except when concrete slab (option 3) is used. 3. Siding must be a product approved by the California State Fire Marshall and installed according to the manufacturer's listing. Approved products may be viewed at: hftp:/Iwww.osfm.fire.ca.gov/strucfireengineer/p f/bml/Wuiproducts.pdf OPTION 1 OPTION 2 MANUFACTURED HOME MANUFACTURED HOME 't"FFP0,%---'fl N AFFrk UP-� �IJ�1 �ize�J C�I�rJrJcL 14 j���� cop o2 4 ' _ 1 gig �•lGi l-1 � 1i' l.J l b� �13p� , / � .� '.mac- •fes e. T J` Grade Away From Manufactured Home to a Distance of 5 Feet Minimum (Typical all Options) OPTION 3 MANUFACTURED HOME • a €�►:''c�� 2cY3lrIG7i� h � w_ Bette County Department of Development uTr ° ° p Services € TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR ° ° ° -- e o 7 County Center Drive Oro-ville; CA 95965 C, 01] (530) 538-7601 Telephone C (530) 538-7785 Facsimile www.buttecounty.netldds FACE OF FOOTING TOP OF SLOPE FACE OF STRUCTURE TOE OF H13 BUT NEED NOT H SLOPE EMCEED 40 Fr. (12192 mm) MAX M2 BUT NEED NOT EXCEED 15 FT. (4572 mml MAX BUILDING CLEARANCE FOOTING SETBACK FROM FROM ASCENDING SLOPES DESCENDING SLOPE SURFACE STEEPER ;J L• THAN 1 TO 1 , ° _j (IF RETAINING 1 �� WALL) STEEPER / (1 REQUIRED THAN 1 To. t / Tj SETBACK 1 TOE FOR PURPOSES FOR PURPOSES OF E OF FIGURE 18+1 FIGURE 18-1-1 - 1 3 POOL SETBACK EQUAL TO PORTIONS OF POOL WITHIN 7 FT. ONE-HALF BUILDING FOOTING 7 FT (2134 mm)(2134 mm) SHALL BE CAPABLE OF SETBACK DISTANCE AS REQUIRED SUPPORTING WATER WITHOUT BY FIGURE 18-1-1 SOIL SUPPORT FOR SLOPES STEEPER THAN 3 TO 1 STRUCTURE SETBACKS SLOPED BUILDING SITE'S -15-0C, 1. 2X6X8 PRESSURE : �I J r G EN ERA L G O N D I T I N S . - : TREATED BLOC K W I TH SHIM S FE S S26X8X16MASONRY BLOCK 3. UNDISTURBED M 1_1 Allwork shall be conformance o cewi h the2007 CBCand applicable Municipal, aI OSHA Safety, State and Federal regulations. R 0 N CF- ,O y 1_2 The drawings calculations represent the fi.n.shedstr structure. The Builder is responsible for the ofconst construction including forming, 2#4 REBAR EACHWAY ssorY to people onil property during construction, shoring, scaffolding rn9 etc. The Builder sh II provide all measures neceits, and inspectionsfrom aII9o rnin9 a agencies, work ,ssub subject to $ EEL MAIN RAIL STEEL MAIN - 1-3 The Isres responsible for obtaining necessary approvals, s .Permw-90F � F 2 Z tm Building DepartmentfieId inspector's approval. IfobuiI building t and certificate 0f occupancy not_obtainedbYt e owner r this c;U3 project,then the engineer assumes no liability for this structure. 1_4 The Builder shallII verify all dimensions,ions details and Job site conditions Pnor to commencing work and notify the Engineer in writing of any WOOD WEDGE SHIM WOOD WEDGE HIM 2 discrepancies. before r purchasing materials or scheduling labor. C1 1_5 Should d anYc an9esbemadefr from design as In these drawings without written ttenaPProvalfrorithe Engineer, er then the Engineer wIII assume noresponsibilityf r any eIementofthe structure. 6x8x 16MA MASONRY BLOCK 0F 1_6 Streamline Engineering n9IsProv. in ofoundation plan only forhis project. Streamline Is nottheEn Engineer ofReco d for this 6 8X16MASONRY BLOCK ' T I : , is responsible on i b e � 3 Additional Ions that may be Included with this plan set (site grading PIon mfg. home plans,) bYof s The builder 1 2 of plans by others. 2x12 PRESSURE TREATED PLATE for coordinating and ensuring accuracy / f e Is m o flood plain &n ofY theen engineer in writing if it is, structure e .5 not designed UDISTURBED SOIL MIN. OF 241LONG OR USE The builder der or owner shall determine the structur 23 � to resist the effects cts of flooding.o il •n9 - z •� ABESC O1P ADS INSTALLED LLED 1-8 f certoin -featuresof thestructure are not fully shown 0r detailed on the plans, their construction shall be similar character tocon .t.o s PER MANUFACTURERS Z a a a - I I I� _ I I ,.:. - - a I I a .s ho wnon the plans 1_9 The builder der shalI ins u:re that the building in9meets all set back requirements nts from slopeses according to the requirementsuIr m n ts o f Figureure 1805 .3.1 0f a d .: I -I II I - I -I III _- I SPECIFICATIONS TIO NS a ` 4 Nthe CBC. I - home Is determined bYofh rs t is not � I _ 1_10 The design cateria(i e.snow load, seismic design category, wind s eed ex osure)usedfor the a I i a .� the responsibility of Streamline mune to verify the accuracy of this design n cuteri a. 1-11 The b u der shallII not determine ine finis hed dimensions by scaling the plans, Scales shown are for r refe re nceo nl Y UNDISTURBED RBE SOIL The builder shoII be responsibleforfollowing proper set-up procedures. SEE TABLE II EQ: EQ SEE TABLE 1-12 Placement of the home shall be Per the mfg's installation manual. I M co U I . I ' � r IT T N SITE WORK: F LINDA 10 0 ALTERNATE# 1 ALTERNATE RNATE # 2 2-1 The Builder is responsible ons� Ie for locating all buried objects s that may be encountered but that are nott shownwn on these plans. The - foundation is designed ned t o be placed on a level pad on undisturbed ed ahd n on-e x onsive soil. The Bud er shall Il notifyo fY the Engineer Inee r in writing If any unusual soil conditions such as organic soils, cloy, uncertified are found at the site.,- The engineer has notm de - -' f o the site. I I review 0 9 eotec hn ca 2_2 All excavations o ti nssh II beInsPecte d and approved by the Buildingin9 Official beforeconcreterete is poured. Engineered d fillmay b eu used as . existing grade provided compaction n tests are presented tothe Engineer indicatingicatm9 a minimum m com act ion of 90% relative compaction cti n ; per ASTM M D 1557. F III materialtona I shall be free fromm de b ns vegetation,etat ion-an dofh r Fore l n substances. s All excavations, ns grading and fills - `.' � ,. min, U.O.N. sh II conform with CBC 1803. Footingssh It extend into firm native soil with a footing depth below fr stf me 1w 2-3 The Is responsible Ie for providing In9 9 eo_techalcaI report to builder engineer in eerifoneexists. sts. _, I 2-4 Theb otto m of all I foot in 9 s shall be cIeo n and level. e . d walls. A minimum of � ! 2-5 Builder is responsible f r providing m9 drainage allretaining walls such that water can not accu.m Iatebehin r N.T.S. N.T. 4diameter Perforated P�Pesloped to daylight shall be used U.0.N 0n plans. s o minimum ofo fee.. ITERIOR pIERDTAIL 1 FOOTING DETAIL 2-6 All finished grade shall slope at a minimum slope of 2% away from oil foundation ... ' 2_7Thebuilder shall be responsible for locating and securing n9 In place all anchor bolts, holdown anchors,hoYs P O st ab ases plumbing mbin9 and other r` Ilk) embecled objects ects prior or to placement nt ofconcrete, 2_8 Anchor boIisa e to be aminImumof 1 2„�w� h 7 minimum embedment nt into concrete e and sPac ed e0 ssh shown 0 nP plan.n. Anchor bolts _ , 1. MANUFACTURED RED H OM E BY , '. , � 1 . MANUFACTURED FACT URED H OM E BY shall be Placed 4.min.and 12_max from each end of sill plate amminimum two anchorhor bots Per sIII plate. All anchor bolts a OTHERS HERS shall have 3x 3x .229thick washers. OTHERS O C .ED E , a4J _1 4 min embedment or5/8.0W/3 3/4.embed embedment. 8d H.D.H.D GALV. @61 2_9 For retrofit a chor bolts install TITEN HD (by 1/2 0 w/3 2. 8d H.D. GALV.61O.0. EDGE � , r per manufacturer's a n foc to r r s recommendations. o mm nd o tI ns . Direct ct 1 1 replacement a c e m nt ' w ith washerS h er per r t YP Ico I a n h o r bolt. . s� I, , 3 . 16 d 12 1O.C.O �' , - 3 S H E A T HIN G SPLICE LI E 2-10FoundationssuPPor In9wood sh II extend at least 6 Inches abovethe adjacent finished 9rode. Individual duoconcreteormasonrYPIersshoII 4:'2X4T TOP 4. 3/81CDX(OR EQUAL) L O R 5 / " 1. 6 1 project at least Inches above exposed ground unless thecolumns or posts that they support are of approved wood of natural HARDIPANEL SIDING WITH8d CDX OR EQUAL OR 5/61 resistance to decay 0r treated s use A 9eo echnicoI engineer must approve5. 3/8 HOT DIPPEDGALV. NAILS6 1 1 2_11 Footings placed on oradjacent to slopes must comply with figure 1805.3:1 of the 2007 CBCHARDIPANEL SIDING 8d 1 2 foot m9Placem placements In violation n ofthis figure. This engineershall not beliable for any foundation placed violation n 0f this section. on 2 DIPPED GALV. NAILS O.C.O CED EDGE O.C.. FIELD. 2-12 Provide on 18 x 24 under floor access and screened under floor vents Per co r INSTALL PER MFG. 2_13 Foundation dotion ste m IIsmaYbe 8 c u with all cells grouted and #4 �24 0.c. horizontal and vertical. O.C. EDGE 12O.0FIELD. 3 5. 4 X RIM WITH VENT PER CODE • s_M , .• INSTALL PER MFG. 4 P.T. • 6. 2X SILL .. 3: 7X4 P.T.P SILL : 2 7. UNDISTURBEDU RBE SOIL ALV 6O.0 EDGE CONCRETE10 78d H.D. G .: II 4 5 8. ' UN D I S T U R BE D S O I L 8 . AN CHO R BOLT L T A N D WASHER H E R 4 PER FOUNDATION NOTES 3_1 All concrete shallII havee amml m f,c 2,500 psi after 28da s curing n9 unIess otherwise noted 9.#4TOPAND BOTTOMU.O.N. 3_2 Materials used concrete, concrete itself and testing shall comply with applicable standards IlstedIn AC 318 Aggregate size $ WITH SPACING PER TABLE III 10. 2 X 4 PONY WALL STUDS XX Wt� oa-h shall be-amaximum of 1_1 2..nfoundationsa d 3/4 at oII other locations. z 5 ON THIS SHEET. Jn 33 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 161O.C. �-� #4 TOP AND BOTTOM _150_04 and shallbe TYPeII or Type low alkali 11. ANCHOR BOLT AND WASHER 61 a 9 3_4 All cement used shall conform to ASTM C N Vs ; W 3_5 Concrete exposed to freezing or thawing shall be Protected in accordance to the latest edition n 0f the ACI code CBC Section n PERFOUNDATION NOTES p Z T 1904.2 . 1 through 1 04.2 3 Construction ctI n 1 oIn s shallII be clean a nand wett prior 0 rto pouring U ran9COn concrete. _ J -II i i 78 `W ITHSP SPACING G P E RTA BLE III ad 1_1 o J - J3_ Vibrate concrete around all bolts, and surfaces. _ II_ � d-_, 7 WNO J ed with a 3/4„ ch mf r, unless specifically notedotherwise. ON THIS DWW d3-7 All projecting corners of slabs, beams, columns, etc. shall be form ch d z a tFJ 3_8 Calcium chondeoilmlxtu admixtures chlonde_based admixtures shall not be used. W Q'NN _Fd V WoOWW O CNI W Z O CIO 20 ^8 oOO. 0cc W Q i d U - a I a_a o Z vREINFORCING STEEL IN CONCRETE: x M M OW P O d! WI FE1 a m v 4_1 R Iof rc t nsofASTM A_615/A 61 M_0 4a Grad e 4 0 for #4 bars s and s m Ie r and Grade 60 for # 5 in9 steeshaII coof rm to t eprovi d wire fabric shall conform to bars and larger. All rebar is to be deformed. #5 and larger rebar shall not be re-bent. WeIde r v� d >a d -I 9 s ofASTM A 185 -oz. ' 1211 ff-ITZ provisionHonzon Horizontal lops Im adjacent bars shall besto99ered5 0, 4-2 All lap splices shall not be less than 40 bar diameters of the larger bar: a minimum. 4-3 Reinforcement co ver shall be as follows: 3 clear a r ,.,.. . 2" Concrete cost against and permanently exposed to sou. Concrete with soil or weather exposure: #5 bars and smaller; • 11/ 2„ clear r , r r 2 clear Ir9e. 6 ba rs and a ' _ ' 1 clear l ar Concrete without soil or weather exposure: 4_4 Allreinforcing steel s Il be accurately'secured In position before and during concrete Placemen t• 4_5 AllreinforcingsteeI s l; be clean time concreterete f M FOO TI N G D DETAIL _ N.T. . 3 FOOTING D TAI . N.T.S. a -,. . . FRAMING LUMBERR o ;. w - I Fir or Douglas fas Fir at the P ton„t U.O. N 6_1 All wood In contact with concrete II be pressure treated Hem , - 6_2 Log shall be screweddriven, not In o h les of 2 3 the shanknk diameter.mete r: Ii 6-3 Holes forboIt s shall be boreddwl h o bit 1/ 32 „ to 1/16" 16„ I r er than the nominal bolt diameter. mete . s � I 6-4 Structural members shall not be cut forr pipes,etc unless specificallyallY noted or detailed. Where top or so le plates tes a7 e cut for pipes, , a metal tie 0.058" thick and 1/2" sh II be fastened across and to each side o fthe openinge nin 9 with not thann 6 16d Halls per CBC 2308,9.8. , AA ` t ro n9 _TIe Company U.O.N.U 0 Nand installedtoI ed per r 6_5 All fromIn9 anchors, clips, straps, hangers, ho1dowas etc ,sh II be manufactured ctured bY Simpson S l I manufacturer'sreco recommendations,. I �. I 0 6-6 Where exposed to weather, r nails shallII be galvanized. YP e 304 stainless steel or hot - d iP galvanized Iv nlzed steel meeting ASTM M 6_8 Where In contact with pressure treated wood, oil metal connectors shall be I I 1 ' I a p J A153-03. 6_9 All structural lumberer shall be Douglas Fir Larch as graded by the W.W.P.A. A o r W:C.L.LB and shall11 have moisture content ent 1e ss than 1 %andbeo f � I � � Waft the following grades unless s otherwi a noted. THE 2 007 CBC, CMC, CPC Q O MW 2x 4 studs :. . . Standard and Better I CEC A ND 2005 5 CALIFORNIA ORNIA I . I E NER GY STANDARDS ARDS A S o 1 -UFA" CO: r AME NDED BY THE JLIRISD CTI O N THIS PRO i `r APPLY JECT, a e 0 STRUCTURAL CALCULATIONS: BASIC WIND SPEED EEDV 85 MPH _ _ x USE. 1 2 DIAMETER x 10" ANCHOR BOLT AT 58" O.C. IMPORTANCE FACTOR _1.0 PERS 6.5.5 WIND EXPOSURE _C ALONGNG THE WIDTH OF BUILDING AT LINE & O O HEIGHT AND EXPOSURE (L) 1.21 PER FIG. 6-2 , MAX. ROOF PITCH 4/1 2ANGLE LE = 18.40 11 11 1 1!2 DIAMETER ER x 10 ANCHOR HOR B OLT AT 72 O.C. TOPO FACTOR R .0 1 2 LENGTH OF THE BUILDING AT LINE & _ ALONG THE LE YT 5.9 PSF .MAX MAX. (APPLY O O P s ( W Id OF ALL b 9 TO PROJECTED AREA THIS IS Y AREAS 2 TRIBUTARY , 1 V CO NSERATIVE ELEVATION OF E NDWALL >R. TABLE I MOBILE HOME ANCHORAGE GE TO FOUNDATION: I ALLOWABLE 80 IL BEARING PRESSURE =1000 SF P 1L- SEE FLOOR PLAN FOR MINIMUM PIER CAPACITY UNDE R RIDGE SUPPORT POST SINGLE- FOUNDATION ANCHORAGE FOR S 2 O O ' FOOTING SIZE FOOTING DEPTH Wbid WEIGHT OF BUILDING WT _ 75 KIPS RESIDENCE BASED ON THE 9 _ MILY R ESI FAMILY FA 16 x14 - PER PLAN 1 _ WIDTH OF BLD'G Wbid - 40 FT. WID 9) ( .. " 16 x18" PER PLAN 2007 CALIFORNIA BUILDING CODE: LENGTH O F BLD'G Id9) 7 FT. B 16" x 23" PER PLAN HEIGHT F BLD G(H Id 9) 8 FT. 16 x 27 PER PLAN • = 15 FT. LOADS: HEIGHT OF RIDGE (Hridge) e GRAVITY O ( 9 ) 24 x 24 PER PLAN E PERPENDIC U LARTO RIDGEE ROOF. COMPOSITION SHINGLES 3.0 PSF LATERAL FORCE C 24 x 30 PER PLAN 11 1/2 OSB OR PLYWOOD 1.5 PSF _ -baa /2 I d Pwlnd. Lbld /2 Hn d e H FORCE Vw n WIND F 9 ) ( ( 9 ) ( 9 .. PER PLAN 3.0 PSF _ _ G - 15 8/2 FRAMING 5.9 70 / 2 LU 1 ( ) ( 11 30 x34" PER PLAN C9 PSF 2. S aT - a (OPTIONAL) _ INSULATIONO R 30.1 K ( v ,Vwtnd 6 O 32"x 36 P ER PLAN 11 3.Z PSF WALLBOARD 5/8 GYPSUM WA o= 3611 x 36 PER PLAN J MISCELLANEOUS 1. 3 PSF SEISMIC FORCE Vse•smlc -.115 WT/2 3611 x 40 „ I S 1 .0 PSFF V5eI mtc 4. K < 6.1 K (WIND GOVERNS) DEAD LOAD ) 11 " 36 x44 PER PLAN P MAX.SNOW LOAD (WHERE OCCURS) 100.0 PSF ' ( ) ,, " 11 x 4 36 8 20%SNOW SEISMIC 20.0 PSF ANCHOR BOLT SPACING (ABspacing) = 0.7 60K/BOLT *Wbld 9N 13,000 ABspacing= In9= 59 In MAXIMUM. sa p A ' O PER PLAN ADS: O L LOADS: 'FLOOR PLAN LATERAL PARALLEL RIDGE SEISMIC: BASE SHEAR = CS _ _ - Hbld /2 - 1 W Vwlnd P wind Wbid /2 Hnd e .1 5 IND FORCE 9 ) D / R/ W ) ( 9 ERE. Cs SDS ( 9 WH ) ( ( _ - 2 _ 2 1 8/ P 4 5 EHR 1 0 / _ PER 2003 N 59 4 MAX. ) .7 MAX D1 0 ( ( D 0 5 SDS MAX.,1 _ - _ .5 K _ 2.2 1 Vwlnd 3 R 65 PER T ABLE 1 RY _ 1 0PER TABLE11. 51 (OCC CATE GO ) SEISMIC MIG _ (WT/2 .1 15 E ( VseIs Ic ) T RE LESS THAN 0 PERIOD OF STRUCTURE PERI 12V _ S sels mlc 4.3 K > 3.5 K (SEISMIC GOVERNS) 4 MAX. ANCHOR BOLT SPACING ( A Bs acin 9)= 0.760K/BOLT Wbld /V .WIND. ABsPa cln9- 85 In. MAXIMUMM E 6 .4.2 O F ASCE 7-05 USE SIMPLIFIED IED METHOD PERS C a� .9 PSF rn WHERE: MAXIMUM WIND PRESSURE _ 1 •o BASIC WIND SPEED EEDV 85 MPH _ _ x USE. 1 2 DIAMETER x 10" ANCHOR BOLT AT 58" O.C. IMPORTANCE FACTOR _1.0 PERS 6.5.5 WIND EXPOSURE _C ALONGNG THE WIDTH OF BUILDING AT LINE & O O HEIGHT AND EXPOSURE (L) 1.21 PER FIG. 6-2 , MAX. ROOF PITCH 4/1 2ANGLE LE = 18.40 11 11 1 1!2 DIAMETER ER x 10 ANCHOR HOR B OLT AT 72 O.C. TOPO FACTOR R .0 1 2 LENGTH OF THE BUILDING AT LINE & _ ALONG THE LE YT 5.9 PSF .MAX MAX. (APPLY O O P s ( W Id OF ALL b 9 TO PROJECTED AREA THIS IS Y AREAS 2 TRIBUTARY , 1 V CO NSERATIVE ELEVATION OF E NDWALL >R. TABLE I PIER BASE CR POURED IN PLACE CONCRETE FOOTING DIMENSION iI I ALLOWABLE 80 IL BEARING PRESSURE =1000 SF P 1L- SEE FLOOR PLAN FOR MINIMUM PIER CAPACITY UNDE R RIDGE SUPPORT POST MAXIMUM PIER: LB LOADS S O SEE NOTE 1 FOOTING SIZE FOOTING DEPTH 1500 16 x14 - PER PLAN I- 2000 .. " 16 x18" PER PLAN 2500 16" x 23" PER PLAN 3000 16 x 27 PER PLAN 4000 24 x 24 PER PLAN 5000 24 x 30 PER PLAN 6000 11 11 30 x 29 PER PLAN 7000 11 30 x34" PER PLAN 8000 O 32"x 36 P ER PLAN 9000 3611 x 36 PER PLAN 10,000 I" :.I 3611 x 40 „ PER PLAN ' 11,000 - ' . ; 11 " 36 x44 PER PLAN P 12,000 ,, " 11 x 4 36 8 PER PLA N' 13,000 36 x 52 PER PLAN TABLE II FOOTING SIZE FOR INTERIOR PIERS ALLOWABLE IL BEARING WA SO = P S PRESSURE1000 F ON -CENTER PIER SPACING PIER LOAD FOOTING SIZE 6' 2132 # 24" x 13" 8 2848 # 24" x 1711 10 3553 # µ 24 x 22 12' 4264 # 24 x 24 TABLE I ANCHOR BOLT SPACING AT PERIMETER STEMALL LOCATION OF ANCHOR MAXIMUM ` WALL LINE BOLT SIZE SPACING SHOWN JOB NO. OF BOLTS W H RTALL S O 1/2" DIAM. 42 O.C. AT EACH END LONG WALL ` -1/211 DIAM. 72" O.C. AT EACH SIDE --LL ,LL Q APPROVED V I E D A P L N S AND D P I E R iT H M SHALL L � L B E ON SITE E FOR R AL ' L INSPECTIONS P E C T O N S I ` --- F CODE E N CA L IFORIA 5 N S R _ T L I❑ A U REG ED AS AMENDED E ND UIREMEN T s A E Q t3 N APPLY P L Y ❑ TI ID s D I Y THE E u R IS T E s Q T H P R+a.1 T THE DESIGNS REPRESENTED BY THIS DRAWING ARE THE, - ENGINEERING. OF STREAMLINE - EXCLUSIVE PROPERTY THIS SHEET SHALL NO BE T REPRODUCED WITHOUT WRITTEN PERMISSION. U I G L IN i B i PE R M IT AS S E S S O RS r� REVISIONS IONS J E P L# C _ R . A _ R a DESIGN.• JMR JMR - ECKED. CH DATE: 12/23/08 : SCALE. SHOWN JOB NO. 915 S EE T Na COMPLY WITH 2007 CBC 7A, CDF/ CAL ALL COVERED DECKS AND OPENDECKS EXCEEDING FIRE APPROVED MATERIA!._: 3� i REQUIREMENTS SEE HANDOUT FOR SQUARE FEET IN AREA WILL CURRENT INFORMATION ON APPROVED REQUIRE A BUILDING PERMIT MATERIALS FROM CAL FIRE/ CALIFORNIA ®®� - 9qg 189j �, DIV1910N OF FORESTRY PLAIN' 131 LANDINGS AT DOORS .REFER TO CALIFORNIA TITLE 25— SHALL COMPLY WITH - SECT/ON7337- SKIRTING SHALL NOT 2007 CBC SECTIONS BE INSTALLED UNTIL ALL. UNDERFLOOR --------INSPECTIONS HAVE BEEN APPROVED FOR 1 008. 1 .5, 1 009.4 & ....I - � MANUFACTURED HOME 1010.6 j COMPLY WITH CDF/ CAL FIRE ... .-..- REQUIREMENTS PRIOR TO BUILDING i DIVISION FINAL. CONTACT CAL FIRE CALIFORNIA DIVISION OF FORESTRY — -• FOR INFORMATION FOR REQUIREMENTS AND INSPECTIONS. - A 'A ' ._.: N FPA 58 _ LPG TANK LOCATION MNIMLIM DISTANCE FROM PROPERTY LINES OR f� iI ••� 5�Yij STRUCTURES FOR 5—®''o GALLONS OR _•_ LESS, LPG TANK SHALL BE: __-{� FEET 0�r SEE ATTACHED CALIFORNIA HCD ---= NOTICE OF EMERGENCY ACTION - - -- ��- 'viii l.Jz It - . NOTE. I PROPERTY OWNER IS RESPONSIBLE FOR bZ DETERMINING LOCATIONS OF PROPERTY LINES 1N ._._•• ED SETBACKS FROM PROPERTY LINES AND AND EASEMENTS AND MAINTAINING RE UIR NO -I t EASEMENTS. A SURVEY MAY BE REQUIRED IF �\ !� - DETERMINED NECESSARY BY THE BUILDING OFFICIAL. T OFF s w�ff f 4 � r g07-IB NOTE : --- --SITE CONDITIONS ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT Assessors SHOWN ON THE APPROVED PLANS: 1 yi�•�'ry T � USE ("��,� /".Sssesso S iarcei Numb � EXCESSIVE SLOPES �l�_ �" aJ V � gej��f �`� F�6Ii UFFIL9� LdSE 0�1�L� -�-� • EXPANSIVE SOILS N zdni g: L 0 �� 1 �P f ame ' i {1 • ; EXCESSIVE CUTS OR FILLS 7— 1 111 py J �e ALTERATIONS TO NATURAL DRAINAGE Add 1p�! /Phone hone No. J � OTHER UNUSUAL SOIL OR GEOGRAPHICAL General Plan Desi. Site Locationr CONDITIONS ®, Siz ee pp Pp-- �Ar. v,�,r•3-!`AAa...__ i.�tb. .n. .. f/eJ-'-i v'_/Jriir-i -�r� . „_,`'�.�_-- __-._ . _. N U II