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061-490-021
lw Jack Cameron Pf sjo 4 E/S Foreman Creek Rd.,'just off Oro quincy Hwy, Oroville contr: Duke Sherwood Contr., Oroville Permit #1821-78B(new private detached garage) �v n fonl4itr : lHte4rii,t?4a4g�e�Const, Oro Permit#1204-81P(solar system)SF Com Brimhall Bldg, Chico -Permit 84B(new privat detached garage) Conte Pryor & Sons��_�■ Pe 't#2390-84B(reroof/SF) 061-49-0-021. C 95-1226 CAMERON, Jack �(A,,.,.�. .225 Forman Creek -Rd,.-Berry (Gree_ k .(heating & .AC)' -SF De Air 06.1490-021 - 05-0541 MEYER, NEIL 25 FOREMAN CREEK RD; BERRY CREEK Cont: FELIX ELECTRIC ' fIvSTALL'S LAR ELEC SYSTEM �r, r -Z< --a �/ f '061-490-021 �� -06-1587 MEYRE, NEIL 25 FOREMAN CREEK RD, BERRY CREEK Cont: SEARS HOME IMPROp p WINDOWS(24),SIDING I I r� w 061-490-021 06-1587 MEYRE, NEIL 25 FOREMAN CREEK RD, BERRY NOTES CREEK Cont: SEARS HOME IMPRO. WINDOWS(24),SIDING RESIDENTIAL APN- Permit No. f Site Address: 4 Contractor. is Type of Permit -5:6 I A ,t.iy{t 1 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 s7 ka �K ` +f{ - i� t ; DATE JOB FMALED: � .SIGNATURE: CHECKED BY E' 4 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 s7 ka �K ` +f{ - i� t ; DATE JOB FMALED: � .SIGNATURE: CHECKED BY = OK o = Not OK MANUFACTURED HOMES DATE U PERMANENT FOUNDATION U SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIUC/0-Concrete 4 Wtr, Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-DIrncs-Gmd • 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-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C10 to Grade 12 Gas and Electr(city Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers . Serial Numbers Drawing MISCELLANEOUS- DECKS-COVERS-CARP0RTS•GARAGE5 1 ZoningSetbacks-Easements 2 Ftgs; SoilsSz DpthSpacing-CnnctrsSteel 3 Decks, GirderslJotsts-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftr;-G_nnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Tnisses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps-Doors-Landngs 12 Braced Wail pnis _ 1 Setbacks -Easements _ 2 Soils; Compaction -Structure Stability _ 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -fining _ 4 Elec RcptdsfUng; Distance-GFI _ 5 Elec Pool Lting; l5 volts-GFI 6 Elec.Enclsrs; Conduit Entries -Terminals -Listed _ 7 Elec Bonding; Metal w/5'-Crdtng Egp-Htr _ 8 Elec Gmdng; Eqp w/5 Crcitng Eqp-Pool Ightg Boxes-Encisrs-pnlboards-lnsultn to Main Conduit 9 Health Dept Apprvl 10 'Pimb; Cir Test Wtr Supply Test 11 Lt Niche , 12 Endsr, Fencing Alarms 13 Bonding, Diving board or Slide 0 =Nat RESIDENTIAL (Single & Duplex) DATE (UNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftp Dpth 3 Ftg Garage; SoilsSteel-Elec Gmd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Ftg Opth 5 Stdmwalis Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgmd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & Vntitn 16 Insulation 400 DATE FRAMING 17 Sills Proper Materials & Anchrs 18 Wills Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls ovef Girders flr Nailing 20 Draft Stop In Walls (rat proof) 21 Fire Stops; Furred CeilingsStairs-Chasers-Tubs 22 Headers & BearhsSi &• Bearing' 23 Hangers-Posf'Caps-Anchrs-Citnetns 24 Ceiling Joist4Utr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue=Frpic Throat Cimc 26 Attic Ace, Sz &'Rmz Fitetn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill tit & Dimensions 28 Garage Fire Prtcbi Framing -RC Channel 29 Prprty Une Firewall & Opngs' . 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Runa.anding-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rf r Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Area -Glass PrtctnSkyL s -Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insuttn-Walls-Ceilings 39 Infiltration Walls-Wndws s' s 0. DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Gmd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 47SubfeedWire Sz 0CUor❑AL AC Wire Sz pa Q CU or ❑ AL 48 Range Circ ga ❑ W or [:JAL Oven Circ I ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Clrncs pnts-Motors-Meth Eqp 51 Clothes Closet LtShwr Lt -Spa Lt 52 Smoke Detector DATE IPLUMBING 53 Wtr Htr; Vent Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr_Nail "Prtcin 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tubi & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping o+`° gs of m`s DATE MECHANICAL 61 AC Ducts Insulbt & Support " 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Arc & Pitfrin if Furnace In attic DATE FINAL 66 Ext Steps -Door & SldeU Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Meeh Prtctn 69 Bedroom Exiting 70 GFl & Bath Fxtrs & Tub AccSpa 71 GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrabls 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clmc 77 Elec Outlets & Rcptcbs at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr, Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls In Garage (GFI) Romex Prtctn 83 Insults -Foam -Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters Q Yes Q No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Plmb Appinc-Frplc-Clmc_to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb i 91 Ext Elec Trim, GFl Rcptcl-Undrgmd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec I 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpbnc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERIVII I *NU. BP061587- PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/30/2006 APN: 061-490-021-000 the Business and Professions Code, and my license Is In full force and effect. �` :' Z License Class: Licens Nu Site Address: 25 FOREMAN CREEK RD BCK Date: 6(P Contractor. Map Index: OWNER -BUILDER DECLAR N I hereby affirm under penalty of perjury that I am exempt from the Description: retrofit 24 windows, siding (3100 sq ft) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any Gly or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MEYER, NEIL ETAL to Its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of 25 FOREMAN CREEK the Contractor's Stale License Law (Chapter 9 commencing with Section BERRY CREEK, CA. 7000) of Division 3 of the Business and Professions Code) or that he or 95916 she is exempt therefrom and the. basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 589-9896 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business.and Professions Code: The Contractors' State License Law does not apply to an Applicant: SEARS HOME IMPROVEMENT PRODUCTS owner of property who builds or Improves thereon, and who does INC such work himself or herself or through his or her,own employees, provided that such improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one 1024 FL CENTRAL PARKWAY year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of LONGWOOD, FL 32750 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 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'. Slate License Law.). Contractor: SEARS HOME IMPROVEMENT PRODUCTS INC ❑ 1 am Exempt under Article 3 of the Business and Professions Code 1024 FL CENTRAL PARKWAY Date: owner. LONGWOOD, FL 32750 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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 License #: 721379 Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: Engineer: 1A e1 L- Carrier: �\ `e�W� Policy #: ❑ 1 certify that in the performance of the work for which this permit Is Issued, I shall not employ any person in any manner so as to Total Square Ft: 0 S. F. Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: rz and agree that If I should become subject to the workers' compensation of Section 3700 of the Labor Code, I shall V provisions forthwith compI with those provisions. �l / V L Date: O (O iD Applicant: V WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to - the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. CONSTRUCTION LENDING AGENCY - I hereby affirm that there Is a construction lending agency for the This Ftlo.nstis her y issued under thea Ilcable provisions of the Butte County Code and/or Reso dwork Indic dabov or which fees have been paid.performance of the work for which this permit Is Issued (Sec 3097 Civ.).By• Dale:/ 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. C3 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 y'a0tho nt of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance any official form or docum nt of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purpos s. . / �,�' R`r Sy�� i Signature: Print Name: Date: Q Owner ❑ Contractor r ❑ Agent for Owner Agent for Contractor • - - e -....b M 1C. AA nn I 0. �..0 .-.-v ron n. A BUTTE COUNTY PERMIT•NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) BP061587: OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under 'penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/30/2006 APN: 061-490-021-000 the Business and Professions Code, and my license Is In full force and effect. 1 License Class : �` Licens Nu 1 Site Address: 25 FOREMAN CREEK RD BCK Date: 30 6`119 Contractor: Map Index: OWNER -BUILDER DECLAR N I hereby affirm under penalty of perjury that I am exempt from the Description: retrofit 24 windows, siding (3100 sq ft) Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MEYER, NEIL ETAL to Its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of 25 FOREMAN CREEK the Contractor's Slate License Law (Chapter 9 commencing with Section BERRY CREEK, CA. 7000) of Division 3 of the Business and Professions Code) or that he or 95916 she is exempt therefrom and the. basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 589-9896 applicant to a civil penally of not more than five hundred dollars ($500).): " ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business.and Professions Code: The Contractors' State License Law does not apply to an Applicant: SEARS HOME IMPROVEMENT PRODUCTS owner of property who builds or Improves thereon, and who does INC such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one 1024 FL CENTRAL PARKWAY year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of LONGWOOD, FL 32750 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 not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SEARS HOME IMPROVEMENT PRODUCTS pursuant to the Contractors'. State License Law.). INC ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: owner: 1024 FL CENTRAL PARKWAY LONGWOOD, FL 32750 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the License #: 721379 Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Engineer: Carrier: `TI Q �\N-Ir '(�'/�/� 1,k L Policy #: O I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. Issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, r� and agree that if I should become subject to the workers' Census Code: I compensation provisions of Section 3700 of the Labor Code, I shall forthwith compI with those provisions. Date: n /� Applicant: WARNING* Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This pe itis h5W11 y issued under thea Iicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Reso tlons to dork Indic d abov or which fees have been paid. performance of the work for which this permit Is Issued (Sec 3097 CIV.) Name: BY ` Date:/n cam. PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25565, 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 0. or nt of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance any official form or docum nt of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purpos s. Print Name: J W�s- Signature: Date: O Owner O 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.buffecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Name Last Name e'4 irst Name State CA Zip ' yqs Phone,,,/, 83d 3 q Z3 Fax Address City State 7i Phone�.j0 S89 89 Cn Fax Planner E-mail Date Approved: CONTRACTOR Name Address City�r ✓X6A ov State CA Zip ' yqs Phone,,,/, 83d 3 q Z3 Fax E-mail Lic. # -�Z8_1 Cgs *tc APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address I Z' S �3 CityState F Y/. Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address, /� aoha" -S 7 City State, ,q_ I Z' S �3 Phone /( F Y/. E-mail 'jPa4S cdmS14, C APPLICANT GN TURF X For office use only: Zoning c�ty (den Creek. Flood Zone SRA Yes No Occ. Policy Number a)LofC -'-'/ 61"1 Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS1BIdgApplSubRgmts.doc PERMIT NO. BP66 / BIN # PROJECT LOCATION Property Address Qr LR S' F e� c�ty (den Creek. Cross Street WORKER'S COMPENSATION Policy Number a)LofC -'-'/ 61"1 Carrier � Ce l tlC e(44c t 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 Page 1 of 3 Description or Scope of Work: 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. Received by: Amount: Bldg SRA Receipt # J �2� Sheriff rl j SMIP V ' Other Date: k Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC 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 KAFORMSMILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 3 REV 8-12-05 NOTES RESIDENTIAL 061-490-021 05-0541 PERMIT NO. MEYER, NEIL Y 25 FOREMAN CREEK RDN, BERRY CREEK 1 Cont: FELIX ELECTRIC INSTALL SOLAR ELEC SYSTEM a r s k 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t, z t E ' JOB FINALED (Date)3 5 Signature V &Qkutlo J=OK 0 = Not OK <=.NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6.• Carports; Windows -Doors 3. Sewer; Location -Test -Fall -C/O -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) 10. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Ext.; Steps -Doors -Landings 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Date 4. Card B-1 Date Card B-1 Date Elec.; Pool Lighting; 15 Volts-GFI Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1. Zoning Requirements -Setbacks -Easements 9. 2. Footings; Size -Spacing -Marriage Line Plumb.; Cir. Test -Water Supply Test 3. Gas; MH Test -Demand -Valve -Connector 12. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8.• Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card 6-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6.• Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencinq-Alarms Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 65. 17. Water Htr.; Vent -Access -Combustion Air Baffle 66. 18. Water Pipe; Test & Anchor -Nail Protection 67. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 71. 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 84. 33. Equip. Clearances Panels-Motors-Mech. Equip. 85. 34. Clothes Closet Light -Shower Light -Spa Light 86. 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throughout House Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 95. 40. Attic Access & Platform if Furnace in Attic Date Fire Sprinkler Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive ❑ Yes ❑ No/Walks O Yes ❑ No/Planters 0 Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP050541 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHIGO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 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: 03/17/2005 APN: 061-490-021-000 the Business and Professions Code, and my license is in full force and effect. License Class;_ License Number: Site Address: 25 FOREMAN CREEK RD BCK Dale: F�3_/Z�0_�Contractor: /r,)CMap Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: SOLAR VOLTAIC SYSTEM ROOF MOUNT Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Coder Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: CAMERON J I TRUST to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of CAMERON WILLIAM RALPH TRUSTEE the Contractor's State License Law (Chapter 9 commencing with Section 1715 QUAIL CIR 7000) of Division 3 of the Business and Professions Code) or that he or ROSEVILLE, CA 95661-3613 she is exempt therefrom and the basis for the alleged exemption. Any 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 sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: DAN FELIX owner of property who builds or improves thereon, and who does FELIC ELECTRIC such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 13971 RYANS RANCH RD sale. If however, the building or improvements are sold within one GRASS VALLEY CA 95945 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of (530) 477-9333 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 not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with.a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: I have and will maintain workers' compensation insurance, as Engineer: 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 e: Carrier: c��i'/i2��-` otal Square Ft: 0 S. F. Policy u: //L���% 2fb�3 Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any persons any manner so a become subject to the workers' compensation laws of California,4l and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dale: 7-O.5J Applicant: WARNING: Failure to secure workers' compensation coverage is d-30. L J unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY ` This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolut' to do wor indicate o for Which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 3 I Name: Y. - 7 Date: 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 :hat 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 representatives 7of Butte County to enter upon the above mentioned property for inspection purposes. Print Nam-e� <2:7 1� 1` 1cSignature . Date: ❑ Owner ❑ 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 OF APPLICA TION Website: www.buttecounty.net/dds f t - K4 (?,I PLEASE PRINT CLEARLY OWNER Last Name irst Name Address DA J Mo .2". r(IState City I,- CA Zip cys9��O Phone — F Fax �a E-mail CONTRACTOR Name C�:G+r1, Address 1,397Z ,9AL5 c.l-, eJ State CityL4A5 , p4ILL� 3t/ Zip 9�y5- Phone ' Fax E-mailLic. # =6Gc►/r�S6C C Class - 6 APPLICANT NAME ARCHITECT/ENGINEER T - Name Flood Zone Address city6405 City ; r•F Zip 59 y-- State Zip- Phone Book Fax E-mail Planner State License Number APPLICANT NAME Zoning Name Lr Flood Zone Address 7� N city6405 State69 Zip 59 y-- PhoneL1,77-93-3:5 -93 Fa 7% /3 E-mail Book APPLICANT SIGNATURE r office use only: Zoning Proper�t r Address SF=aneOWAJ CM_00C j Flood Zone Cross Street or'ou lUo— Qvroj SRA @ No Occ. I Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REUUIRtMtN 15 PERMIT NO. BIN N LOCATION AP# _ �l Proper�t r Address SF=aneOWAJ CM_00C j City C.G�U_k� Cross Street or'ou lUo— Qvroj WORKER'S COMPENSATION Policy Number Carrier 5'HT F1NCI 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: - . 'aN_s"74UC- a F -& (A : -C - s '! Sq. Footage ❑ 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 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 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. etwGc//pp �y r� Received b : S 3Amount: Z % ` Bldg SRA Receipt #/le2V Sheriff � SMIP Other Date -^ �i� C` Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4, Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (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. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application 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\131dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 7� a5 COUNTY OF BUTTE 0s� DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. /� el L I n 6 PROPOSED BUILDING USE Inc Vo 14,41 B 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ _ 210 - --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ..................... may. . L. x $0.03 = $ 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6.. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC. 7 17ar At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ,�«_-DATE Pursuant Co Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may -protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS) 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET twomw4w1aw- -6S-11 l OWNER: d )Y-;,)) ASSESSOR PARCEL NUMBER Proposed Building Use: ��/)/,� �p, Counter Technician: Date: Items required in order to apply for a permtt. All boxes T be checked OR marked NA in order to apply. Jp 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. k7" 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. �O 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. 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 en iq neer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ : , 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19 Soils Report and/or Engineered Foundation required •. ........................................... ........ ❑ Erosion Control Plan Required........................................................................ :.. . 21: Fees as.shown on the attached Schedule of Fees Due Sheet...... ......................... 2. City of Chico Plumbing permit.....:.....................................................:............ ❑ 23.' California Department of Forestry plan approval ❑paid. Sent by: f ❑ 24. Planning approval,(A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, - Drainage ......................... 0 26. NPDES Form......................................................................:...................... r - ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... .- ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... r ❑ 30. Worker's Compensation Carrier and Policy.Number.......................................... ❑ . 31. -Owner-Builder Verification (_ Given to owner, _Mailed to owner) ..................... t ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................ •................ E)34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits..:...................................................... - . ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ .❑ 38. Other: ❑ 39. Other: When issued Telephone 4Q t7- 5�? 2:� - a -F c and hold for pickup. r,+ I have been informed of the above items/and requirements for obtaining a building permit. Applican :/ �..e� Date: 1. Index perms application for the above items numbered: �) add' Tonal items required Contractor designer, owner, was advised of the above data by phone, ❑mail, ❑counter, b Factor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: i Structural approved by: Note transfer by:INAh- Date: Yellow: Building Division Plan Check Letter , Date: Date: Date: Date: So�4RMourrr U.S. and other patents pending. Code -Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Contents Letter of certification........................................2 Part I. Scope, certification, and installer responsibility ........ 3 Part II. Procedures for code -compliant installations using the SolarMount Module Mounting System ....... 4 Part III. Installing SolarMount with top mounting clamps ....... 9 Part IV. Installing SolarMount with bottom mounting clips ....15 Warranty.................................................20 D 6/ rO's Pr UniRac welcomes input concerning the accuracy and user friendliness ofPub '© 2004 by UniRac, Inc. �� this manual. Please write to publications@unirac.com. � All rights reserved. WRAC Installation Manual 214 29 March, 2004 Mr. John Liebendorfer UniRac, Inc. 3201 University -Blvd SE, Suite 110 Albuquerque, NM 87106-5635 SolarMount Code -Compliant Planning and Assembly T E C T 0 N V ism Subject: Engineering Certification for UniRac's SolarMountTM ,Universal PV Module Mounting System Deir Mr. Liebendorfer, ' 1500 -ARK AVFMJF. A.FRYVII I F CALIFORN-A 94008-3551 rEL 5L0 740--2-4'0',0 -� FAX 510 740 2405 Www IPLtonics-mcom Attached is the IJniRac Calculation worksheet and Installation Manual #214, Pub. 040316-1ii, Copyrighted by UniRac, Inc., March 2004,20 pages. I have reviewed these calculations, and certify their results are accurate.. The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy ,Qi• the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in Installation Manual #214, The calculations are•based upon: I; "The 2001 California Building Code, California Code of Regulations', based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. ' 2. 'Maqual of Steel Constructidn: Load- Resistance Factor Design", 3rd Ed, American Institute of Steel Construction, Chicago, IL,, 2001. 3. "Aluminium Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data - obtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the "SolarMount Code - Compliant Planning and Assern_ bly", Installation Manual #214, Pub. 040316 -Iii, Copyrighted by UniRac, Inc., March 2004; Please call me ifo� ems% questions`or concerns.._ Sincerely Brian Spri / •� Exp b?L — Arc•hirrrts TECTONICS sF•'•• cry \@ Plnunrrs �'� j9T" Engineers Architects / Planners- tt1t11t'7lt,�l SAV FRANCISCO 6MERYVILLE PW s SAN DIEGO 2 !� 9 El Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VNARAC" Part I. Scope, certification, and installer responsibility Please review this manual thor- oughly before installing your SolarMount system. This manual provides (1) sup- porting documentation for building permit applications relating to UniRac's Solar - Mount' Universal PV Module Mounting system, and (2) plan- ning and assembly instructions for SolarMount. SolarMount products, when installed in accordance with this bulletin, will be structur- ally adequate and will meet the 2001 California Building Code and the Uniform Building Code, 1997, hereafter UBC 1997 UniRac also provides a limited warranty on SolarMount prod- ucts (see p: 20). The installer is solely responsible for: • Complying with all applicable local or national building } codes, including any that may supercede this manual; • Ensuring that UniRac and other products are appropri- ate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under building live load conditions (this total assembly is hereafter referred to as the roof rafter assembly); • Using only UniRac parts and installer -supplied parts as specified by UniRac (substitution of parts may void the warranty and invalidate the letter of certification on page 2); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Maintaining the waterproof integrity of the roof, includ- ing selection of appropriate flashing; and • Ensuring safe installation of all electrical aspects of the i PV array. PW 3 WflltAC• Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Part II. Procedures for code -compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for budd- ing permits for installations using SolarMount— PV Module Mounting System, manufactured by UniRac, Inc. Follow the six steps below and the installation instructions on pages 9-20 to install SolarMount in compliance with the 2001 California Building Code -and the UBC 1997 Before proceeding, note the following: • This bulletin addresses only wind loads on the as- sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3 on pages 6-7. ftr 4 1. Determine the Basic Wind Speed at your instaUation site For the United States, see "Minimum Basic Wind Speeds in Miles per Hour," reproduced below. If your installation is outside the United States or if you need further assistance, consult a local professional engineer or your local building authority. n ..�;Ni Vii. _•. Figure 1. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design provisions, Chap. 16, Div. III, Wind Design, Fig. 16.1, `Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16-1, vol 2. p. 36). -- - Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UWRAC° 2. Determine the exposure category of your installation site The California Building Code* defines wind exposure catego- ries as follows: EXPOSURE B has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. EXPOSURE c has terrain that is flat and generally open, extending 1/2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C.t EXPOSURE D represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline 1/4 mile (0.40 km) or 10 times the building height, whichever is greater. 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined in step 1), • your exposure category (determined in step 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, Structural Engineer- ing Design provisions, Div. III, Wind Design, p. 38.10. tEmphasis in the original indicating material inserted by California into definitions adopted from the UBC. FA Table I. Design Wind Pressure (psi by Wind Speed and Exposure Category Design force applies to surface pressure and/or uplift (withdrawal). 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. PW 5 Basic Wind Speed (mph) 70 80 90 100 110 120 130 Category B 15' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source:These Design Wind Pressure (P) values are based on the formula P = C, * C • % • 1• (2001 California Building Code, vol. 2, chap. 16, Structural Engineering Design provisions, Div. III, Wind Design, p. 38.10). Assump- tions: I = 1 and C = 1.3. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. PW 5 VIS®RAC" Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Table 2. SolarMountTm Loads (lbs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must be at or above those indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, contact UniRac. Minimum Design Live Load as a Minimum Design Live Load as o Minimum Function of Design Wind Pressure Minimum Function of Design Wind Pressure Design D Dead Load 20 psf 30 psf 40 psf 50 psf AstroPower AP6S,AP75 48" rafter (foot) spacing 33 157 236 315 393 64" rafter (foot) spacing 43 210 315 420 524 72" rafter (foot) spacing 49 236 354 472 590 AstroPowerAPi 110,APi 120 48" rafter (foot) spacing 33 194 291 387 484 64" rafter (foot) spacing 44 258 387 516 646 72" rafter (foot) spacing 50 291 436 581 726 AstroPower APi 16S 48" rafter (foot) spacing 31 194 291 387 484 64" rafter (foot) spacing 41 258 387 516 646 72" rafter (foot) spacing 46 291 436 581 726 BP Solar 375, 380, 580, 585 48" rafter (foot) spacing 31 158 237 316 395 64" rafter (foot) spacing 41 211 316 421 527 72" rafter (foot) spacing 46 237 356 474 593 BP Solar 3125 48" rafter (foot) spacing 33 198 297 396 495 64" rafter (foot) spacing 44 264 396 528 660 72" rafter (foot) spacing 50 297 446 594 743 BP Solar 3160, 4150, 4160, 4170 48" rafter (foot) spacing 33 209 314 418 523 64" rafter (foot) spacing 44 279 418 557 697 72" rafter (foot) spacing 50 314 470 627 784 Evergreen EC 102, EC 110, EC 115 48" rafter (foot) spacing 35 208 312 416 520 64" rafter (foot) spacing 46 277 416 555 693 72" rafter (foot) spacing 52 312 468 624 780 First Solar FS50D 48" rafter (foot) spacing 35 158 236 315 394 64" rafter (foot) spacing 47 210 315 420 525 72" rafter (foot) spacing 52 236 354 473 591 Kyocera KC80 48" rafter (foot) spacing 29 128 192 256 320 64" rafter (foot) spacing 39 171 256 341 427 72" rafter (foot) spacing 44 192 288 384 480 Kyocera KC 120, KC 125G 48" rafter (foot) spacing 34 187 281 374 468 64" rafter (foot) spacing 45 249 374 499 623 72" rafter (foot) spacing 51 281 421 561 701 Kyocera KC 158G, KC 167G 48" rafter (foot) spacing 28 169 254 339 423 64" rafter (foot) spacing 37 226 339 452 564 72" rafter (foot) spacing 42 254 381 508 635 Photowatt PW750 48" rafter (foot) spacing 30 162 244 325 406 64" rafter (foot) spacing 40 216 325 433 541 72" rafter (foot) spacing 45 244 365 487 609 Photowatt PW 1250 48" rafter (foot) spacing 30 163 245 327 409 64" rafter (foot) spacing 39 218 327 436 545 72" rafter (foot) spacing 44 245 368 490 613 Photowatt PW 1650 48" rafter (foot) spacing 31 162 244 325 406 64" rafter (foot) spacing 41 216 325 433 541 72" rafter (foot) spacing 46 244 365 487 609 esW, Dead Load 20psf 30 psf 40 psf 50 psf RWE Schott ASE 300 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 77 331 497 662 828 72" rafter (foot) spacing 87 373 559 745 NA RWE Schott SAPC165 (See Sharp NE -165U1) Sanyo HIT 190 48" rafter (foot) spacing 29 173 260 347 433 64" rafter (foot) spacing 39 231 347 462 578 72" rafter (foot) spacing 44 260 390 520 650 Sharp NE -80U1 48" rafter (foot) spacing 33 158 237 315 394 64" rafter (foot) spacing 44 210 315 420 526 72" rafter (foot) spacing 49 237 355 473 591 Sharp ND -123U1 48" rafter (foot) spacing 38 197 295 393 492 64" rafter (foot) spacing 50 262 393 525 656 72" rafter (foot) spacing 56 295 443 590 738 Sharp ND-NOECU (140W) 48" rafter (foot) spacing 26 153 230 306 383 64" rafter (foot) spacing 34 204 306 408 510 72"rafter (foot) spacing_ -39 -.,.,.,..,230_344 - 459 574.... Sf NE -.65171; NT'r75U I, NT 185U I " — 48" rafter (foot) spacing 35 207 310 413 517 64" rafter (foot) spacing 47 276 413 551 689 g,.72" rafter (foot) spacing 53 310 465 620 775 Sharp ND -167U1 48" rafter (foot) spacing 28 174 262 349 436 64" rafter (foot) spacing 37 232 349 465 581 72" rafter (foot) spacing 41 262 392 523 654 Shell SM 110 48" rafter (foot) spacing 32 173 259 345 432 64" rafter (foot) spacing 43 230 345 460 576 72" rafter (foot) spacing 49 259 389 518 648 Shell SQ70, SQ75, SQ80 48" rafter (foot) spacing 31 157 236 315 393 64" rafter (foot) spacing 41 210 315 420 524 72" rafter (foot) spacing 46 236 354 472 590 Shell SQ 140, SQ 150, SQ 160 48" rafter (foot) spacing 36 213 320 426 533 64" rafter (foot) spacing 48 284 426 568 710 72" rafter (foot) spacing 54 320 479 639 NA SunWize SW85, SW90, SW95 48" rafter (foot) spacing 35 190 285 380 474 64" rafter (foot) spacing 46 253 380 506 633 72" rafter (foot) spacing 52 285 427 569 712 SunWize SW 115, SW 120 48" rafter (foot) spacing 34 190 285 380 474 64" rafter (foot) spacing 45 253 380 506 633 72" rafter (foot) spacing 51 285 427 569 712 UniSolar 64 48" rafter (foot) spacing 25 179 269 359 448 64" rafter (foot) spacing 33 239 359 478 598 72" rafter (foot) spacing 37 269 403 538 672 ftV . 6 Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UUMAC Table 3. SolarMountTM' Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must be at or above the Design Wind Pressure indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact UniRac 20 psf Design Wind Pressure 30 psf 40 psf 50 psf 20 psf Design Wind Pressure 30 psf 40 psf 50 psf AstroPowerAP65, AP75 RWE Schott ASE 300 Maximum Foot Spacing (inches) 131 107 93 83 Maximum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Live Load (lbs) 429 526 610 680 Minimum Foot Design Live Load (lbs) 538 660 766 854 Minimum Foot Design Dead Load (lbs) 89 73 63 56 Minimum Foot Design Dead Load (lbs) 126 103 89 80 AstroPower AN 110, AN 120 RWE Schott SAPC 165 (See Sharp NE-16SU 1) Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (lbs) 476 581 670 757 Sanyo HIT 190 Minimum Foot Design Dead Load (lbs) 82 67 58 52 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (lbs) 451 553 636 713 AstroPowerAPil65 Minimum Foot Design Dead Load (Ibs) 76 62 54 48 Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (lbs) 476 581 670 757 Sharp NE -80U 1 Minimum Foot Design Dead Load (lbs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 430 527 604 682 SP Solar 375, 380, 580, S8S Minimum Foot Design Dead Load (lbs) 90 73 63 57 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 431 528 606 683 Sharp ND -123U1 Minimum Foot Design Dead Load (Ibs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 Minimum Foot Design Live Load (lbs) 480 590 680 758 BP Solar 3125 Minimum Foot Design Dead Load (lbs) 92 75 65 58 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Live Load (lbs) 483 588 677 763 Sharp ND-NOECU (140W) Minimum Foot Design Dead Load (lbs) 81 65 56 51 Maximum Foot Spacing (inches) 133 108 94 84 Minimum Foot Design Live Load (Ibs) 424 516 599 669 BP Solar 3160, 4150, 4160, 4170 Minimum Foot Design Dead Load (lbs) 72 58 51 45 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (lbs) 496 607 697 784 Sharp NE -165U I, NT 17SU 1, NT 18SU 1 Minimum Foot Design Dead Load (lbs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 E Minimum Foot Design Live Load (lbs) 491 601 698 775 Evergreen EC 102, EC 110, EC I 15 — Minimum Foot Design Dead Load (lbs) 83 68 59 53 Maximum Foot Spacing (inches) 114 93 80 72 + Minimum Foot Design Live Load (lbs) 494 605 693 780 Sharp ND- 167UI Minimum Foot Design Dead Load (lbs) 82 67 58 52 Maximum Foot Spacing (inches) 124 102 88 79 Minimum Foot Design Live Load (lbs) 450 556 639 717 First Solar FSSOD Minimum Foot Design Dead Load (Ibs) 71 58 50 45 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 430 527 604 681 Shell SM 110 Minimum Foot Design Dead Load (lbs) 95 78 67 60 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (lbs) 450 550 633 710 Kyocera KC80 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Maximum Foot Spacing (inches) 145 118 103 92 Minimum Foot Design Live Load (Ibs) 387 472 549 613 Shell SQ70, SQ75, SQ80 Minimum Foot Design Dead Load (lbs) 88 72 63 56 Maximum Foot Spacing (inches) 131 107 93 83 Kyocera KC 120, KC 125G Minimum Foot Design Live Load (lbs) 429 526 610 680 Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Maximum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design Live Load (lbs) 468 573 662 740 Shell SQ 140, SQ 1 SO, SQ 160 Minimum Foot Design Dead Load (lbs) 85 69 60 54 Maximum Foot Spacing (inches) 112 92 80 71 Minimum Foot Design Live Load (lbs) 497 612 710 788 Kyocera KC 158G, KC 167G Minimum Foot Design Dead Load (lbs) 84 69 60 53 Maximum Foot Spacing (inches) 126 103 89 80 Minimum Foot Design Live Load (Ibs) 445 545 628 706 SunWize SWBS, SW90, SW95 Minimum Foot Design Dead Load (lbs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (lbs) 470 575 664 741 Photowatt PW750 Minimum Foot Design Dead Load (lbs) 86 70 61 54 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (Ibs) 436 533 616 685 SunWize SW 115, SW 120 Minimum Foot Design Dead Load (lbs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (Ibs) 470 575 664 741 PPW 1250 tt Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Maximu Maximum m Foot Spacing (inches) 128 105 91 81 Minimum Foot Design Live Load (Ibs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load (lbs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Minimum Foot Design Live Load (lbs) 459 560 650 728 Photowatt PW 1650 Minimum Foot Design Dead Load (lbs) 64 52 45 40 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (Ibs) 436 533 616 685 Minimum Foot Design Dead Load (Ibs) 83 68 59 52 7 UNIRAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3 (p. 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot.Design Live Loads and Dead Loads at the maximum spacing. To meet code, you must verify that foot spacing is at or below the dimension listed and that the roof rafter assembly at your installation site has the capacity to withstand the sum of the Design Dead Load and Design Live Load for the speci- fied spacing. If they do not, try smaller footer spacing. If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. 5. Verify acceptable Rail End Overhang Rail End Overhang (Fig. 2) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches. In this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). 6. Ensure that Live Loads do not exceed Pull -Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per 1 -inch thread depth. Compare that value to SolarMount foot spacing Overhang the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag -screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMount foot spacing refers to the distance between feet on the same raiL Over- hang, venhang, the distance from end of the rail to the first foot; may be no more than half the foot spacing. Table 4. Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber Sources: Uniform Building Code, American'Wood Council. Nota: (1)Thread must be embedded in a rafter or other structural roof member. (2) Pullout values incorporate a 1.6 safety factor recommended by the American Wood CounciL (3) See UBC for required edge distances. *Use fiat washers with lag screws. P 8 Lag screw specifications Specific 5/p"shaft, * 5/,b" shaft,* '/e" shaft,* gravity 2'/: " thread depth per I " thread depth per I -thread depth Douglas Fir, Larch 0.50 665 266 304 Douglas Fir, South 0.46 588 235 269 Engelmann Spruce, Lodgepole Pinec' (MSR 1650 f & higher) 0.46 588 235 269 Hem, Fir 0.43 530 212 243 Hem, Fir (North) 0.46 588 235 269 Thread Southern Pine 0.55 768 307 352 depth Spruce, Pine, Fir 0.42 513 205 235 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources: Uniform Building Code, American'Wood Council. Nota: (1)Thread must be embedded in a rafter or other structural roof member. (2) Pullout values incorporate a 1.6 safety factor recommended by the American Wood CounciL (3) See UBC for required edge distances. *Use fiat washers with lag screws. P 8 Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VNiRAC" Part III. Installing SolarMount with top mounting clamps This section covers SolarMount assembly where the installer has elected to use top mount- ing clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount to a pitched roof. Contents Laying out the Wrench installation area.......... 10 Laying out L -feet ......... 11 Installing L -feet .......... 11 Laying out standoffs ...... 12 Installing standoffs ....... 12 Installing SolarMount SMR48 thru 106 2 rails .................... 13 Installing the modules .... 14 Figure 3. Exploded view of a low -profile installation mounted flush to the roof with L feet. Table S. Part quantities Wrench Recommended size SMR Series SolarMount Rail Sea (model no. = rail length in inches) A" hardware '/6" 15 '/s" footing '/e" flange -Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMR 192 thru 216 2 8 8 8 CT Series Clamp Sets (model no. = modules accommodated) End Mid A- module %."x %- A" flange clamps clamps clamp bolts safety bolts nuts CT2 4 2 6 2 8 CT3 4 4 8 2 10 CT4 4 6 10 2 12 CTS 4 8 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 18 CT8 4 14 18 2 20 Table 6.Wrenches and torque Wrench Recommended size torque (ft -lbs) A" hardware '/6" 15 '/e" hardware 9/16" 30 Caution: Stainless steel hardware can seize up, a process called galling.To significantly reduce the likelihood of galling, SAF-T-EZE anti -seize lubricant has been included with your hardware. Apply a very small drop to the threads of all bolts before in- stallation. If more anti -seize is needed, substitute any lubricant. Page 9 UNMAC• Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Laying out the installation area The installation can be laid out with rails parallel to the rafters (high-profile mode) or perpendicular to the rafters (low -pro- file mode). Note that SolarMount rails make excellent straight edges for doing layouts. Center the installation area over the rafters as much as pos- sible. Leave enough room to safely move around the array during installation. The width of the installation area is equal to the length of one module. The length of the installation area is equal to: • the total width of the modules, • plus 1 inch for each space between modules (for mid - clamp), • plus 3 inches (I V2 inches for each set of end clamps). 10 Figure 4. Rails may be placed parallel or perpendicular to rafters. Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UWRAc Laying out L feet L -feet (Fig. S) are used for installation through existing roofing material, such as asphalt shingles or sheet metal. a Use Figure 6 or Figure 7 below to locate and mark the L -feet lag bolt holes within the installation area. To meet code, you must use the foot spacing deter- mined in procedural steps 4a or 4b (pp. S, 8). Figure 5 When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the L -foot lag bolt holes by 13/4 inches. If multiple high-profile rows are to be installed adjacent to one another, it will not be'possible for each row to be centered above the rafters. Adjust as needed, following the guidelines in Figure 7 as closely as possible. Overhang Foot spacing—►1 2541; typical j I'I ❑ 1 each end ---�r— --- r - n 1 u 50% typical Lower .I roof edge --I ---JL --- �- �, II�Rafters�l Figure 6. Low -profile layout Installing L feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with Solarldount rail sets. Squirt sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L -feet with a suitable weatherproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 6 or Figure 7. The single -slotted square side of the L -foot must always he against the roof with the double -slotted side perpendicular to the roof. 11 - UNMRAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with tile and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). Figure 8. RaisedJlange standoff (left) and flat top standoff used in con- junction with an L foot. When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by'/,6 of an inch. If multiple high-profile rows are to be installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. Installing standoffs Overhang25% typical Foot spacing each end 1-3/4" I l 4 0� ' I' I I' 50% minimum ` typical L__J J u_J Lower roof edge " 1 Rafters —� Figure 9. Low -profile layout rWue iv. nWn p%lue uryour Drill 3/16 -inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two 5/16" x 31/2' lag bolts provided with it. Note: You must verify that the lag bolts you use are adequate for your installation by following proce- dural steps 4A or 4B (pp. S, 8). ftV 12 Ensure that the standoffs face as shown in Figure 9 or Figure 10. SolarMount standoffs are designed for easiest instal- lation with Oatey® 11/4'-11/z" No -Calk® flashings. They can be obtained at most plumbing and roofing supply companies. Install and seal flashings and standoffs using standard building practices. Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UWRAC" Figure 11. Splice bars slide into the footing bolt slots of SolarMount rail sections. Clamping bolt slot — Mounting Footing slots boll slot ® 0 Figure 12. Foot -to -rail splice attachment Aligning the Rail Ends. Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. In low -profile mode (Fig. 13), either end of the rails can be aligned, but the first module must be installed at the aligned end. f I I�—Edge of installation area Figure 13. Low -profile mode Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. ll) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low -profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the footings (Fig. 12). Mount in the lower hole for a low profile, more aesthetically pleasing instal- lation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the %-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6, 7, 9, or 10, whichever is appropriate. E Edge of installation area Figure 14. Nigh -profile mode For the safest high-profile installation (Fig. 14), the aligned end of the rails must face the lower edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (28-32 h lbs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within a few hours if module placement is delayed. ftV 13 UNBRAc' Installation Manual 214 Installing the modules SolarMount Code -Compliant Planning and Assembly Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J -boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring should not be performed on the roof. Leave covers off J -boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the inverter, connect it to the first module. Close the J -box cover. Secure the first module with T bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig. 15). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J -box cover. 'ilirn the second module face up (Fig. 16). With T -bolts, mid clamps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 17). For a neat installation, fasten cable clamps to rails with self -tapping screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 15). Check that all flange nuts on T -bolts are securely fastened. 1/2" minimum End clamp Module Frame 1/4" module bolt and flange nut T�Rail Figure 15 Figure 16 Figure 17 N .7� J boxes Module frames 1/4" module bolt and flange nut —Rail Mid clamp High -lipped module (cross section) Spacer Low -lipped module (cross section) V -1 f l_ 1 x F q g t F l SolarMounk rail � SolarMount rail Figure 18. Mid clamps and end clamps for lipped-jrnme modules are identical A spacer for the end clamp is necessary only if lips are located high on the module f ume. Kv 14 Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UNMAC" Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount assembly where the installer has elected to use bottom mounting clips to secure modules to the rails. It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents Planning the.installation area ... 16 Laying out and installing L -feet .. 17 Attaching modules to the rails .. 18 Installing module -rail assembly.. 19 PV modu¢es {face down) SolorMount rail Figure 19. SMR and CB components Table 7. Part quantities SMR Series SolarMount Rail Sets (model no. = rail length in inches) %- footing W flange Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMR192 thru 216 2 8 8 8 CB Series Clip Sets (model no. = modules accommodated) Fooling bolt slot Bottom mounting clip Table 8.Wrenches and torque Wrench Recommended size torque (ft4bs) '/s" hardware %e" 15 '/e' hardware %b" 30 Caution: Stainless steel hardware can seize up, a process called galling.To significantly reduce the likelihood of galling, SAF-T-EZE anti -seize lubricant has been included with your hardware. Apply a very small drop to the threads of all bolts before in- stallation. If more anti -seize is needed, substitute any lubricant. ftV 15 Clips Y4 " module bolts '/s " flange nuts CB2 8 8 8 C63 12 12 12 C94 16 16 16 C65 20 20 20 CB6 24 24 24 CB7 28 28 28 CB8 32 32 32 Fooling bolt slot Bottom mounting clip Table 8.Wrenches and torque Wrench Recommended size torque (ft4bs) '/s" hardware %e" 15 '/e' hardware %b" 30 Caution: Stainless steel hardware can seize up, a process called galling.To significantly reduce the likelihood of galling, SAF-T-EZE anti -seize lubricant has been included with your hardware. Apply a very small drop to the threads of all bolts before in- stallation. If more anti -seize is needed, substitute any lubricant. ftV 15 UHRMCe Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Distance between lag bolt centers 2" 2' Distance between. module mounting holes PV module O Module bolt Clip Roil L -foot - Lag bolt Distance between lag bolt centers 1/4" Distance between module mounting holes _ O Vj Figure 20. Clip Arrangements A and B v -P 16 Planning the installation area Decide on an arrangement for clips, rails, and L -feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. otherwise use Arrangement B. Caution: If you choose Arrangement B, either (1) use the upper mounting holes of the L feet or (2) be certain that the L feet and clip positions don't conflict If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports—either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Secure the footings in accordance with "Installing L -feet" (p.11). Leave enough room to safely move around the array during installation. The width of a rail -module as- sembly equals the length of one module. Note that L -feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. Installation Manual 214 Laying out and installing L feet L -feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L -feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. . • Situate the rails so that foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Install half the L -feet: • if rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p; 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L -feet with a weath- erproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 21 or Figure 22. Hold the rest of the L -feet and fasten- ers aside until the panels are com- plete and ready for installation. SolarMount Code -Compliant Planning and Assembly VNORAC Rafters Install later Install later -= --� II II II - II II 11 II II II II --- ----- -----_-- 11 11 II II II Roils Roils II II II II II I I II II II II II II II II II II it II II I I I I I II II II II II I I II II II II II II II II II II II II II II I I I 11 II II II II II �L/ALower Install now roof edge Figure 21. Rails laid out perpendicular to the rafters. Rafters Mounting I iI II II block II II I I I1 1 II I I 1 II II i I Install Install I L -feet L -feet now i II II later I II � II -� II II II Rails � �—rr—�{ s Mounting block Figure 22. Rails laid out parallel to the rafters. Poa 17 UNHMQ° Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig.'19, p.15). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier (Fig. 20a or 20b, p. 16). Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 foot- pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self -tapping screws. ftV 18• Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UNNRAC• Installing the module -rail assembly Bring the module -rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L -feet. Slide'/.- inch L -foot mounting bolts onto the rail and align them with the L -feet mounting holes. Attach the panel to the L -feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 23). • Mount in the lower hole for a low, more aesthetically pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the instal- lation area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align L -feet with mounting holes previously drilled into roof. Install lag bolts into remaining L -feet as described in "Laying out and installing L -feet" above. Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. Clip slotsMounting✓ 1N slots (! Flange Footing 1 boll slot Figure 23. Leg -to -rail attachment fts 19 UNIRAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly 10 year limited Product Warranty, S year limited Finish Warranty UniRac, Inc., warrants to the original purchaser ("Purchaser'l of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty'). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty isVOID if the practices specified byAAMA 609 & 610.02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanetorg) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with UniRac's written Installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by UniRac IN WRITING, or if the Product is installed in an environment for which it was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specked Warranty periods the Product shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product, or any part thereof, in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UniRac's liability with respect to this limited Warranty. Under no circumstances shall UniRac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. UniRaes limited Warranty covers only its Product, and not any related items. 't` UniRac, Inc. 3201 University Boulevard SE, Suite 110 505.242.6411 20 www.unirac.com Albuquerque NM 87106-5635 USA 505.242.6412 Fax Say 2YAj' V The leading grid -tied photovoltaic inverters in Europe and America UL 1741 Listed for grid interactive inverters 5 -year comprehensive warranty standard Rugged NEMA 4X stainless steel outdoor enclosure standard Exceptional reliability and energy capture ratio Easy to install three-point mounting system Comprehensive communications and data collection options 0 LISTED 1741,1998 Sunny. I3oy Shown with optional display The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in some of the world's most demanding markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved.the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 211-264 (240 V AC) or 183-229 (208 V AC) AC Input Frequency 59.3-60-60.6 (60 Hz), 50 Hz also DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum AC Power Output 2500 W (240 V AC), 2200 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%-94.4% Cooling Convection cooling (no fan) PV Start Voltage 300 Vdc Maximum AC Current 10.4 A Maximum DC Current 13 A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature -25'C ... +60 °C Enclosure NEMA 4X stainless steel Size 434W x 295 H x 214 D mm Weight 32 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY UISIKIdUIION PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple fesign with robust execution. SMA's state-of- the-art tate-of the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection.and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de I Advanced System Technology for the Successful Photovoltaic Future 6-0 V The SAPC-123 and SAPC-165, RWE SCHOTT Solar's 123 and 165 watt photovoltaic modules, are designed for large electrical power requirements. With a 25 year warranty, the SAPC-123 and SAPC-165 have superb durability to withstand rigorous operating conditions and are ideal PV modules for grid connected and remote power systems. a Bypass diode minimizes the power drop caused by shade. e Textured cell surface to reduce sunlight reflection. e Back surface field structure to improve cell conversion efficiency: 14% e Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. SAPC-123 Physical Specifications I 3u7te76Bmml f 0.174 a 0.689 19S a 173mm1 im4Yuw 11.81 j300.00mmJ Beck Vi- c—&V Pour 7 11.8113M.00-1 65.01 1 1373.0mml o the N OK 11.811300.00.-1 o vsiwe'� sut�i y'. 1 i 11.81 POD Oft-] II, 7.38(18 73mml 1.62 t26.OmmJ+, 30A8m mnl s�Al. 1.81 (� O—) SAPC-165 Physical Specifications SAPC-123 Solar Module Pictured SCHJTT Solar 1.81 [46.0mm] VIEW 9.82[ 49.Smm] 140 BACK VIEW 19.69 [S 0 0mm) POS NEG I MALE 02 I AL t S1.8 3001 hBM1 11454.mm] ] 19.69 (500.0mm] GROUNDING 9.82 [249.5mm] �{--24.37[619.0mm] 26.06 [662.0mmJ -- SIDE VIEW SAPC-123 Physical Specifications I 3u7te76Bmml f 0.174 a 0.689 19S a 173mm1 im4Yuw 11.81 j300.00mmJ Beck Vi- c—&V Pour 7 11.8113M.00-1 65.01 1 1373.0mml o the N OK 11.811300.00.-1 o vsiwe'� sut�i y'. 1 i 11.81 POD Oft-] II, 7.38(18 73mml 1.62 t26.OmmJ+, 30A8m mnl s�Al. 1.81 (� O—) SAPC-165 Physical Specifications SAPC-123 Solar Module Pictured SCHJTT Solar Current, Power vs. Voltage Characteristics (Cell temperature: 25Y) 8 it 180 7 150 6120 4 90 3 60 b V 2 30 0 1 0 0 0 5 10 15 20 25 VWtage M — Current vs. Vduge — Pwier Vs. Village SAPC-123 Current Power Graph Open Circuit Voltage, Short Circuit Current vs. Irradiance Characteristics (Cell temperature. 25-C) 25 9 6 20GC 7 x 6 s 15 5 > 4 �_ 10 sc 3 E v 5 2 1 � 0 0 0 0 200 400 600 8001000 trradiame (W/M2 ) SAPC-123 Open Circuit Voltage Current, Power vs. Voltage Characteristics (Cell temperature: 25'C) 6 180 5 ewe mit 150 SS 3 emn mJt 900 L 3 2 60 1 30 0 kHTO 0 10 20 30 40 50 Vdtage M — Currmt vs. V"Itage pow vs. Wtage SAPC-165 Current Power Graph Open Circuit Voltage, Short Circuit Current vs. Irradiance Characteristics (Cell temperature 25C) 50 45 Pp (watts) 7 -- 40 Voltage at maximum -power point M 35 30 Va $ > 25 4.77A 4 v V 203 Von (volts) 43.1V 15 tx 2 e 10 8.12V 1 0 0 5 0 0 0 200 400 600 800 1000 tnadtame (WIW ) SAPC-165 Open Circuit Voltage RWE SCHOTT Solar, Inc. U.S. Headquarters and Manufacturing 4 Suburban Park Drive Billerica, MA 01821 Toll free: 800-977-0777 Fax: 978-663-2868 Email: rsssales@rweschottsolar.us www.rweschottsolar.us i Electrical Data The electrical data applies to standard test conditions (STC): Irradiance at the module level of 1,000 W/m2 with spectrum AM 1.5 and a cell temperature of 25° C Power (max.) Pp (watts) 165W 123W Voltage at maximum -power point Vp (volts):: 34.6V 17.2V Current at maximum -power point Ip (amps) 4.77A 7.16A Open -circuit voltage... Von (volts) 43.1V 21.3V Short-circuit current Isc (amps) 5.46V 8.12V The rated power may only vary by +/- 10%. Dimensions and Weights Characteristic Data 165W Module 123W Module Length mm (in) 1575(62') 1499 (59") Width mm (in) 826(32.5') 662 (26") :: Depth ;mm (in). 46 (1.81 ") 46 (1.81 ") .: . Weight kg (lbs) 17.01 (37.5 lbs) 13.97 (30.8 lbs) Area rime (ft).: .:. ..::. i.299 (13.99) .989 (10.65) Characteristic Data Module Temperature Coefficients 165W Module 123W Module Solar cells per module .... .. 72 36 Type of solar cell Multi -crystal silicon solar Multi -crystal silicon solar -0.1728 (V/C) cells, 125 mm square cells, 153.5 mm square Connections : Multi -Contact connector Multi -Contact connector__' Module Temperature Coefficients Limits Maximum system voltage 165W Module 123W Module Power ' . Tk (Pp) -0.8446 (W/C) -0.63 (W/C) Open -circuit voltage Tk NO -0.1728 (V/C) -0.0864 (V/Q Maximum Power Voltage Tk (Vmp) -0.1796 (V/C) =.0893 (V/C) Limits Maximum system voltage 600V DC Operating: module. temperature -40* to +90' C . Dielectric voltage withstood 2200V max. The right is reserved to make technical modification. For detailed product drawings and specifications please contact RWE SCHOTT Solar or an authorized reseller. U.S. Sales and Marketing 4051 Alvis Court, Suite 1 Rocklin, CA 95677 Toll free: 888-457-6527 Fax: 916-625-9032 &CEC Certified .ft, SCHOTT Solar One line drawing of proposed solar system for Neil Meyer at 25 Foreman Creek Rd. Berry Creek, Ca. 95916 One line drawn by Felix Electric, 13971 Ryans Ranch Rd. Grass Valley, Ca. 95945, (530) 477-9333 Fax, (530) 477-7137 Solar Array Net Meter Disconnect Switch 36 - Sharp SAPC 165w modules For PG&E Net Meter Safety Switch 0 ITE # HNF263R 100amp Roof mounted on Uni-Rac SMR -204 Heavy Duty Two Pole PG&E Main Net Meter Service Panel Disconnect 200 amp ITE #HNF263R 120 / 240v I00amp Two pole D/C disc. at inverters Shop sub panel 100 amp [Top AIC SMA Sunny BoyD/C Out 2500 inverter In D/C Existing Shop Sub feed 120 / 240v SWR2500-U SBD Disconnect 2 -in. conduit Existing Square D 3 - #1/0 copper 0 9 1 - #6 Gr. Tp HU361RB A/C SMA Sunny Boy D/C 3 -pole 600v Out 2500 Inverter In 1 - in. Gond. SWR2500-U SBD 8 410 THHN 1 - #10 Gr. 1/2 - conduit 1/2 - conduit 2 - #10 THHN copper 2 - #10 THHN copper 1 - #10 Gr. 1 - #10 Gr. 0 s 0 c L P N N i s O v - S u'�� o o� 25COU The leading grid -tied photovoltaic inverters in Europe and America O UL 1741 Listed for grid interactive inverters 5 -year comprehensive warranty standard Rugged 4X stainless steel outdoor enclosure , standard G• Exceptional reliabiXty and energy capture ratio Easy to install three-point mrounting systemWAMOM O Comprehensive communications and data collection options Shown with optional display The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in some of the world's most demanding markets has made it a favorite among PV professionals ever)where. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, 'and exceptional real-world efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. Specifications _ DISTRIBUTION -- PANEL EARTH GROUND Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 211-264 (240 V AC) or 183-229 (208 V AC) AC Input Frequency 59.3-60-60.6 (60 Hz), 50 Hz also DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum AC Power Output 2500 W (240 V AC), 2200 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%-94.4% Cooling Convection cooling (no [on) PV Start Voltage 300 Vdc Maximum AC Current - 10.4 A Maximum DC Current 13 A DC Voltage Ripple - Less than 5% Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature -25 °C . +60 °C Enclosure NEMA 4X stainless steel Size 434 W x 295 H x 214 D mm Weight 32 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple fesign with robust execution. SMA's state-of- the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future i v So�vtMourrr U.S. and other patents pending. Code -Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Contents Letter of certification ........................................ 2 Part I. Scope, certification, and installer responsibility ........3 Part H. Procedures for code -compliant installations using the SolarMount Module Mounting System .......4 Part III. Installing SolarMount with top mounting clamps ....... 9 Part IV. Installing SolarMount with bottom mounting clips ....15 Warranty.................................................20 UniRac welcomes input concerning the accuracy and user friendliness of t © 2004 by UniRac, Inc. l _ this manual. Please write to publications@unirac.com. _ 4'L March 2004All rights reserved. sae y•���p . h r IT VN®RAC Installation Manual 214 29 March, 2004 Mr. John Liebendorfer UaiRac, Inc. 3201 University Blvd SE, Suite 110 Albuquerque, NM 87106-5635 SolarMount Code -Compliant Planning and Assembly T'ECT0N v ism Subject: Engineering Certification for UniRac's SolarMountiM Universal PV Module Mounting System Dear Mr. Liebendorfer, -, 1500 DARK AV'FN,IE A4FRYV1II F CALIFORN-A 94000.3551 A TEL 5L0 740 2400 =AX 510 740 2405 • WWW te!tontcs-ae..cow Attached is the 1JniRac Calculation worksheet and Installation Manual #214, Pub. 040316 -iii, Copyrighted by UniRac, Inc., March 2004,20 pages. I have reviewed these calculations, and certify their results are accurate.. The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy of the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in Installation Manual #214. The calculations are'based upon: 1: "The 2001 California Building Code, California Code of Regulations", based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. 2. `Manual of Steel Construction: Load Resistance Factor Design", 3rd Ed, American Institute of Steel Construction, Chicago, IL., 2001. 3. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data - obtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the "SolarMount Code - Compliant Planning, and Assembly", Installation Manual #214, Pub. 040316 -Iii, Copyrighted by UniRac, Inc., March 2004. Please call me ify�puer.;�y questions°or concerns.. - 4C7. t 37A-, G-, Brian Spri l~. ' EXp6 � TECTONICS '. sr c►v •• fie Architects / Planners / tlr, 'v, 711/rrlri�=��4a Pq¢ 2 Arch irecrs Planners_ Engineers SAV FRANCISCO EMERYVILLE SAN DIEGO A - Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VNARAC Part I. Scope, certification, and installer responsibility Please review this manual thor- oughly before installing your SolarMount system. This manual provides (1) sup- porting documentation for building permit applications relating to UniRac's Solar - Mount' Universal PV Module Mounting system, and (2) plan- ning and assembly instructions for SolarMount. The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supercede this manual; • Ensuring that UniRac and other products are appropri- ate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under building live load conditions (this total assembly is hereafter referred to as the roof rafter assembly); SolarMount products, when • Using only UniRac parts and installer -supplied parts as installed in accordance with specified by UniRac (substitution of parts may void the this bulletin, will be structur- warranty and invalidate the letter of certification on ally adequate and will meet page 2); the 2001 California Building Iand • Ensuring that lag screws have adequate pullout strength Code and the Uniform Building shear capacities as installed; Code, 1997, hereafter UBC 1997 , UniRac also provides a limited j Maintaining the waterproof integrity of the roof, includ- warranty on SolarMount prod- `, ing selection of appropriate flashing; and ucts (see p. 20). • Ensuring safe installation of all electrical aspects of the PV array. v -y 3 UWRAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Part II. Procedures for code -compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for build- ing permits for installations using SolarMount— PV Module Mounting System, manufactured by UniRac, Inc. Follow the six steps below and the installation instructions on pages 9-20 to install SolarMount in compliance with the 2001 California Building Code and the UBC 1997 Before proceeding, note the following: • This bulletin addresses only wind loads on the as- sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3 on pages 6-7. ,00 9080 1. Determine the Basic Wind Speed at your installation site For the United States, see "Minimum Basic Wind Speeds in Miles per Hour," reproduced below. If your installation is outside the United States or if you need further assistance, consult a local professional engineer or your local building authority. Figure 1. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design provisions, Chap. 16, Div. III, Wind Design, Fig. 16.1, `Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16-1, vol 2. p. 36). 4 .r Figure 1. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design provisions, Chap. 16, Div. III, Wind Design, Fig. 16.1, `Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16-1, vol 2. p. 36). 4 Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VN!RAQ• 2. Determine the exposure category Table 1. Design Wind Pressure (psfl of your installation site by Wind Speed and Exposure Category The California Building Code* defines wind exposure catego- ries as follows: Exrosu" s has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. wwosuRE c has terrain that is flat and generally open, extending 1/2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C.t mmosuRE D represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline 1/4 mile (0.40 km) or 10 times the building height, whichever is greater. 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined in step 1), • your exposure category (determined in step 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psi, consult UniRac, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, Structural Engineer- ing Design Provisions, Div. 171 Wind Design, P. 38.10. tEmphasis in the original indicating material inserted by California into definitions adopted from the UBC. Design force applies to surface pressure and/or uplift (withdrawal). 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. S Basic Wind Speed (mph) 70 80 90 100 110 120 130 Category B 15' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C IS' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source: These Design Wind Pressure (P) values are based on the formula P = C, • Cq s q, * I (2001 California Building Code, vol. 2, chap. 16, Structural Engureering Design Provisions, Div. III, Wind Design, p. 38.10). Assump- tions: I = I and C = a 1.3. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. S - VNIRAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Table 2. SolarMountTM' Loads (lbs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must be at or above those indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, contact UniRac. Minimum Design Dead Load Minimum Design Live Load as a Function of Design Wind Pressure 20 psf 30 psf 40 psf 50 psf Minimum Design Live Load as a Minimum . Function of Design Wind Pressure Design Dead Load 20psf 30 psf 40 psf 50 psf AstroPowerAP6S,AP75 RWE Schott ASE 300 48" rafter (foot) spacing 33 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 43 210 315 420 524 64" rafter (foot) spacing 77 331 497 662 828 72" rafter (foot) spacing 49 236 354 472 590 72" rafter (foot) spacing 87 373 559 745 NA Astro Power AN 1 10,APi 120 RWE Schott SAPC 16S (See Sharp NE- 16SU 1) 48" rafter (foot) spacing 33 194 291 387 484 Sanyo HIT190 64" rafter (foot) spacing 44 258 387 516 646 48" rafter (foot) spacing 29 173 260 347 433 72" rafter (foot) spacing 50 291 436 581 726 64" rafter (foot) spacing 39 231 347 462 578 AstroPowerAPil6S 72" rafter (foot) spacing 44 260 390 520 650 48" rafter (foot) spacing 31 194 291 387 484 Sharp NE -80U1 64" rafter (foot) spacing 41 258 387 516 646 48" rafter (foot) spacing 33 158 237 315 394 72" rafter (foot) spacing 46 291 436 581 726 64" rafter (foot) spacing 44 210 315 420 526 13P Solar 37S, 380, 580, 585 72" rafter (foot) spacing 49 237 355 473 591 48" rafter (foot) spacing 31 158 237 316 395 Sharp ND -123U1 64" rafter (foot) spacing 41 211 316 421 527 48" rafter (foot) spacing 38 197 295 393 492 72" rafter (foot) spacing 46 237 356 474 593 64" rafter (foot) spacing 50 262 393 525 656 BP Solar 3125 72" rafter (foot) spacing 56 295 443 590 738 48" rafter (foot) spacing 33 198 297 396 495 Sharp ND-NOECU (140W) 64" rafter (foot) spacing 44 264 396 528 660 48" rafter (foot) spacing 26 153 230 306 383 72" rafter (foot) spacing 50 297 446 594 743 64" rafter (foot) spacing 34 204 306 408 510 BP Solar 3160, 4150, 4160, 4170 72" rafter (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE-16SU I, NT 17SU1, NT 18SU I 64" rafter (foot) spacing 44 279 418 557 69748" rafter (foot) spacing 35 207 310 413 517 72" rafter (foot) spacing 50 314 470 627 784 64" rafter (foot) spacing 47 276 413 551 689 Evergreen EC 102, EC 110, EC 115 t.-72' rafter (foot) spacing 53 310 465 620 775 48" rafter (foot) spacing 35 208 312 416 520 Sharp ND- 167UI 64" rafter (foot) spacing 46 277 416 555 693 48" rafter (foot) spacing 28 174 262 349 436 72" rafter (foot) spacing 52 312 468 624 780 64" rafter (foot) spacing 37 232 349 465 581 First Solar FSSOD 72" rafter (foot) spacing 41 262 392 523 654 48" rafter (foot) spacing 35 158 236 315 394 Shell SM 110 64" rafter (foot) spacing 47 210 315 420 525 48" rafter (foot) spacing 32 173 2S9 345 432 72" rafter (foot) spacing 52 236 354 473 591 64" rafter (foot) spacing 43 230 345 460 576 Kyocera KC80 72" rafter (foot) spacing 49 259 389 518 648 48" rafter (foot) spacing 29 128 192 256 320 Shell SQ70, SQ7S, SQ80 64" rafter (foot) spacing 39 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" rafter (foot) spacing 44 192 288 384 480 64" rafter (foot) spacing 41 210 315 420 524 Kyocera KC 120, KC I2SG 72" rafter (foot) spacing 46 236 354 472 590 48" rafter (foot) spacing 34 187 281 374 468 Shell SQ 140, SQ 150, SQ 160 64" rafter (foot) spacing 45 249 374 499 623 48" rafter (foot) spacing 36 213 320 426 533 .72" rafter (foot) spacing 51 281 421 561 701 64" rafter (foot) spacing 48 284 426 568 710 Kyocera KC I SSG, KC 167G 72" rafter (foot) spacing 54 320 479 639 NA 48" rafter (foot) spacing 28 169 254 339 423 SunWize SW85, SW90, SW95 64" rafter (foot) spacing 72" rafter (foot) spacing 37 42 226 254 339 381 452 508 564 635 48" rafter (foot) spacing 35 190 285 380 474 64„ rafter (foot) spacing 46 253 380 506 633 Photowatt PW750 72" rafter (foot) spacing 52 285 427 569 712 48" rafter (foot) spacing 30 162 244 325 406 SunWize SW I I S, SW 120 64" rafter (foot) spacing 72" rafter (foot) spacing 40 45 216 244 325 365 433 487 541 609 48" rafter (foot) spacing 34 190 285 380 474 64" rafter (foot) spacing 45 253 380 506 633 Photowatt'PW 1250 72" rafter (foot) spacing 51 285 427 569 712 48" rafter (foot) spacing 30 163 245 327 409 UniSolar 64 64" rafter (foot) spacing 72" rafter (foot) spacing 39 44 218 245 327 368 436 490 545 613 48" rafter (foot) spacing 25 179 269 359 448 64" rafter (foot) spacing 33 239 359 478 598 Photowatt PW 1650 72" rafter (foot) spacing 37 269 403 538 672 48" rafter (foot) spacing 31 162 244 325 406 64" rafter (foot) spacing 41 216 325 433 541 72" rafter (foot) spacing 46 244 365 487 609 Pogr 6 - . Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VNARAC" Table 3. SolarMountTm Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must be at or above the Design Wind Pressure indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on'Design Wind Pressure values greater than 50 pounds per square foot, contact UniRac Design Wind Pressure Design Wind Pressure 20 psf 30 psf 40 psf 50 psf 20 psf 30 psf 40 psf 50 psf AstroPowerAP65, AP75 RWE Schott ASE 300 Maximum Foot Spacing (inches) 131 107 93 83 Maximum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Live Load (Ibs) 429 526 610 680 Minimum Foot Design Live Load (Ibs) 538 660 766 854 Minimum Foot Design Dead load (lbs) 89 73 63 56 Minimum Foot Design Dead Load (lbs) 126 103 89 80 AstroPower AN I 10, APi120 RWE Schott SAPC165 (See Sharp NE- 16SU1) Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sanyo HIT 190 Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (Ibs) 451 553 636 713 AstroPOwerAPi16S Minimum Foot Design Dead Load (lbs) 76 62 54 48 Maximum Foot Spacing (inches) '118 96 83 75 Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sharp NE-BOU I Minimum Foot Design Dead Load (lbs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 430 527 604 682 BP Solar 375, 380, 580, 585 Minimum Foot Design Dead Load (lbs) 90 73 63 57 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 431 528 606 683 Sharp ND -123U1 Minimum Foot Design Dead Load (lbs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 Minimum Foot Design Live Load (Ibs) 480 590 680 758 BP Solar 3125 Minimum Foot Design Dead Load (lbs) 92 75 65 58 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Live Load (Ibs) 483 588 677 763 Sharp ND-NOECU (140W) Minimum Foot Design Dead Load (lbs) 81 65 56 51 Maximum Foot Spacing (inches) 133 108 94 84 Minimum Foot Design Live Load (Ibs) 424 516 599 669 BP Solar 3160,41 ISO, 4160, 4170 , Minimum Foot Design Dead Load (Ibs) 72 58 51 45 Maximum Foot Spacing (inches) 114 93 80 72 Sharp NE-16SU I, NT 175U I, NT 18SU I Minimum Foot Design Live Load (Ibs) 496 607 697 784 Minimum Foot Design Dead Load (lbs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 ' Minimum Foot Design Live Load (Ibs) '_ 491 601 698 775 Evergreen EC 102, EC 110, EC 115 Minimum Foot Design Dead Load (Ibs) 83 68 59 53 Maximum Foot Spacing (inches) 114 93 80 72 _ Minimum Foot Design Live Load (lbs) 494 605 693 780 Sharp ND- 167UI Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 124 102 88 79 Minimum Foot Design Live Load (Ibs) 450 556 639 717 First Solar FS50D Minimum Foot Design Dead Load (Ibs) 71 58 50 45 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 430 527 604 681 Shell SM 110 Minimum Foot Design Dead Load (Ibs) 95 78 67 60 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (Ibs) 450 550 633 710 Kyocera KC80 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Maximum Foot Spacing (inches) 145 118 103 92 Minimum Foot Design Live Load (Ibs) 387 472 549 613 Shell SQ70, SQ75, SQBO Minimum Foot Design Dead Load (Ibs) 88 72 63 56 Maximum Foot Spacing (inches) 131 107 93 83 Minimum Foot Design Live Load (Ibs) 429 526 610 680 Kyocera KC 120, KC 125G Minimum Foot Design Dead Load (lbs) 84 69 60 53 Maximum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design Live Load (Ibs) 468 573 662 740 Shell SQ 140, SQ 150, SQ 160 Minimum Foot Design Dead Load (Ibs) 85 69 60 54 Maximum Foot Spacing (inches) 112 92 80 71 Minimum Foot Design Live Load (lbs) 497 612 710 788 Kyocera KC I S8G, KC 161G Minimum Foot Design Dead Load (lbs) 84 69 60 53 Maximum Foot Spacing (inches) 126 103 89 80 Minimum Foot Design Live Load (lbs) 445 545 628 706 SunWize SW85, SW90, SW95 Minimum Foot Design Dead Load (lbs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Photowatt PW750 Minimum Foot Design Dead Load (Ibs) 86 70 61 54 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (Ibs) 436 533 616 685 SunWize SW I IS, SW 120 Minimum Foot Design Dead Load (Ibs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Photowatt PW 1250 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Maximum Foot Spacing (inches) 128 105 91 81 Minimum Foot Design Live Load (Ibs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load (Ibs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Minimum Foot Design Live Load (Ibs) 459 560 650 728 Photowatt PW 1650 Minimum Foot Design Dead Load (lbs) 64 52 45 40 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (lbs) 436 533 616 685 Minimum Foot Design Dead Load (Ibs) 83 68 59 52 UN®RAC" Installation Manual 214 SolarMount Code -Compliant Planning and Assembly 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3 (p. 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot Design Live Loads and Dead Loads at the maximum spacing. To meet code, you must verify that foot spacing is at or below the dimension listed and that the roof rafter assembly at your installation site has the capacity to withstand the sum of the Design Dead Load and Design Live Load for the speci- fied spacing. If they do not, try smaller footer spacing. If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. 5. Verify acceptable Rail End Overhang Rail End Overhang (Fig. 2) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches. In this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). 6. Ensure that Live Loads do not exceed Pull -Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per 1 -inch thread depth. Compare that value to o� SolaWount foot spacing Overhang the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag -screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMount foot spacing refers to the distance between feet on the same rail. Over- hang, the distance from end of the rail to the first foot, may be no more than half the foot spacing. Table 4. Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber Sources: Uniform Building Code; American Wood Cuundl. Notes: (1) Thread must be embedded in a rafter or other structural roof member. (2) Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Coundl. (3) See UBC for required edge distances. *Use flat washers with lag screws. 8 Specific gravity S/,b"shaft;* 2Y2 " thread depth Lag screw specifications S/,b" shaft,* per 1 " thread depth W shaft,* per I" thread depth i, l Douglas Fir, Larch 0.50 665 266 304 N, Douglas Fir, South 0.46 588 235 269 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 588 235 269 Hem, Fir 0.43 530 212 243 Hem, Fir (North) 0.46 588 235 269 Thread Southern Pine 0.55 768 307 352 depth Spruce, Pine, Fir 0.42 513 205 235 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources: Uniform Building Code; American Wood Cuundl. Notes: (1) Thread must be embedded in a rafter or other structural roof member. (2) Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Coundl. (3) See UBC for required edge distances. *Use flat washers with lag screws. 8 - - - Installation Manual 214 SolarMount Code -Compliant Planning and Assembly WRAC Part III. Installing SolarMount with top mounting clamps This section covers Solarldount assembly where the installer, has elected to use top mount- ing clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount to a pitched roof. Contents „ Laying out the End clamps installation area .......... 10 Laying out L -feet ......... 11 Installing L -feet .......... 11 Laying out standoffs ...... 12 Installing standoffs ....... 12 Installing Solarldount 4 rails .................... 13 Installing the modules .... 14 CT4 4 Figure 3. Exploded view of a low -profile installation mounted flush to the roof with L feet. Table S. Part quantities SMR Series SolarMount Rail Sets (model no. = rail length in inches) W footing '/e" flange Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMR 192 thru 216 2 8 8 8 CT Series Clamp Sets (model no. = modules accommodated) Table 6.Wrenches and torque Wrench Recommended size torque (ft -lbs) %," hardware '/6" 15 '/a" hardware '/I6" 30 Caution: Stainless steel hardware can seize up, a process called galling.To significantly reduce the likelihood of galling, SAF-T-EZE anti -seize lubricant has been included with your hardware. Apply a very small drop to the threads of all bolts before in- stallation. If more anti -seize is needed, substitute any lubricant. fts 9 End clamps Mid clamps %." module clamp bolts A -x %" safety bolts A" flange nuts CT2 4 2 6 2 8 CT3 4 4 8 2 10 CT4 4 6 10 2 12 CTS 4 8 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 .18 CT8 4 14 18 2 20 Table 6.Wrenches and torque Wrench Recommended size torque (ft -lbs) %," hardware '/6" 15 '/a" hardware '/I6" 30 Caution: Stainless steel hardware can seize up, a process called galling.To significantly reduce the likelihood of galling, SAF-T-EZE anti -seize lubricant has been included with your hardware. Apply a very small drop to the threads of all bolts before in- stallation. If more anti -seize is needed, substitute any lubricant. fts 9 -- - � VNOMC• Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Laying out the installation area The installation can be laid out with rails parallel to the rafters (high-profile mode) or perpendicular to the rafters (low -pro- file mode). Note that SolarMount rails make excellent straight edges for doing layouts. Center the installation area over the rafters as much as pos- sible. Leave enough room to safely move around the array during installation. The width of the installation area is equal to the length of one module. The length of the installation area is equal to: the total width of the modules, • plus 1 inch for each space between modules (for mid - clamp), • plus 3 inches (1V2 inches for each set of end clamps). 10 k Figure 4. Rails may be placed parallel or perpendicular to rafters. -- Installation Manual 214 Laying out L feet SolarMount Code -Compliant Planning and Assembly UNMRAC' L -feet (Fig. 5) are used for installation through existing roofing material, such as asphalt shingles or sheet metal. Use Figure 6 or Figure 7 below to locate and mark the L -feet lag bolt holes within the installation area. To meet code, you must use the foot spacing deter- mined in procedural steps 4a or 41; (pp. 5, 8). When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the L -foot lag bolt holes by 13/4 inches. If multiple high-profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines in Figure 7 as closely as possible. �fll Figure 5 —5— c W. LVW -Fl VJLIC LUYUUL Installing L feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with SolarMount rail sets. Squirt sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L -feet with a suitable weatherproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 6 or Figure 7. The single -slotted square side of the L -foot must always lie against the roof with the double -slotted side perpendicular to the roof. 11 - UNMAC" Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with tile and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). Figure 8. Raisedffange standoff (left) andflat iat top standoff used in con- junction with an L foot. When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by'/16 of an inch. If multiple high-profile rows are to be installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. Installing standoffs OverhangFoot spacing__] 25% typical g each end it AT 1-3/4" I T t o I 50% minimum —Y typical Lower roof edge -:i Rafters —� Figure 9. Low -profile layout 25% typical 50% minimum each end yi typical li P I 7116"' � I I 0 Foot ��-7/16" _= spacing I I I i— I ---I j Lower roof edge � �.1 Overhang I t � Rafters Figure 10. High-profile layout Drill 3/16 -inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two s/ib' x 31/2" lag bolts provided with it. Note: You must verify that the lag bolts you use are adequate for your installation by following proce- dural steps 4A or 4B (pp. 5, 8). ftV 12 Ensure that the standoffs face as shown in Figure 9 or Figure 10. SolarMount standoffs are designed for easiest instal- lation with Oatey® 11/4'-11/a" No -Calk® flashings. They can be obtained at most plumbing and roofing supply companies. Install and seal flashings and standoffs using standard building practices. Installation Manual 214 SolarMount Code -Compliant Planning and Assembly WORAc Figure 11. splice bars slide into the footing bolt slots of SolarMount rail sections. Figure 12. Foot -to -rail splice attachment Aligning the Rail Ends. Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. In low -profile mode (Fig. 13), either end of the rails can be aligned, but the first module must be installed at the aligned end. I I I I - —Edge of installation area Figure 13. Low -profile mode Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 11) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low -profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the footings (Fig. 12). Mount in the lower hole for a low profile, more aesthetically pleasing instal- lation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the '/a -inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6, 7, 9, or 10, whichever is appropriate. 0 Edge of installation area Figure 14. High profile mode For the safest high-profile installation (Fig. 14), the aligned end of the rails must face the lower edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within a few hours if module placement is delayed. ftV 13 UN®RAC" Installation Manual 214 Installing the modules SolarMount Code -Compliant Planning and Assembly Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J -boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring should not be performed on the roof. Leave covers off J -boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the inverter, connect it to the fust module. Close the J -box cover. Secure the first module with T -bolts and end damps at the aligned end of each rail. Allow half an inch between the rail ends and the end damps (Fig. 15). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and dose the J -box cover. Turn the second module face up (Fig. 16). With T -bolts, mid damps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 17). For a neat installation, fasten cable damps to rails with self -tapping screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end damps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end damp and the end of the rail (Fig. 15). Check that all flange nuts on T -bolts are securely fastened. 1/2" minimum o End clamp—/ Module frame 1/4" module bolt and flange nut Rail Figure 15 Figure 16 r Module frarrles kMiod module bolt flange nut Rail amp Figure 17 High -lipped module (cross section) Spacer Low -lipped module Efal (cross section) k 1 F i E SolarMou � rail Solar Mount rail i t i r Figure 18. Mid clamps and end clamps for lipped -frame modules are identical. A spacer for the end damp is necessary only if lips are located high on the module frame. ftV 14 Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UNMAC" Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount assembly where the installer has elected to use bottom mounting clips to secure modules to the rails. It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents Planning the installation area ... 16 Laying out and installing L -feet .. 17 Attaching modules to the rails .. 18 Installing module -rail assembly.. 19 SolorMount rail PV modules (foce down) Figure 19. SMR and CB components Table 7. Part quantities SMR Series SolarMount Rail Sets (model no. = rail length in inches) Recommended size '/e" footing '/a" flange Y4 - hardware %a" Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMR 192 thru 216 2 8 8 8 CB Series Clip Sets (model no. = modules accommodated) Y4 " module Y4 " flange Clips bobs nuts CB2 8 8 8 CB3 12 12 12 C94 16 16 1.6 CBS 20 20 20 C96 24 24 24 CB7 28 28 28 CB8 32 32 32 Fooling bolt slot Bottom mounting clip Table 8.Wrenches and torque Wrench Recommended size torque (ft -lbs) Y4 - hardware %a" 15 %" hardware %b" 30 Caution: Stainless steel hardware can seize up, a process called galling.To significantly reduce the likelihood of galling, SAF-T-EZE anti -seize lubricant has been included with your hardware. Apply a very small drop to the threads of all bolts before in- stallation. If more anti -seize is needed, substitute any lubricant. ftV 15 l VNMAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Distance between lag bolt centers 7— 2' Distance between module mounting holes PV module O Module boll Clip Rail L -foot -Lag bolt Distance between lag bolt centers Distance between module mounting holes _ O Figure 20. Clip Arrangements A and B . ftV 16 Planning the installation area Decide on an arrangement for clips, rails, and L -feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. Otherwise use Arrangement B. Caution: If you choose Arrangement B, either (1) use the upper mounting holes of the L feet or (2) be certain that the L feet and clip positions don't conflict. If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports—either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Secure the footings in accordance with "Installing L -feet" (p.11). Leave enough room to safely move around the array during installation. The width of a rail -module as- sembly equals the length of one module. Note that L -feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. ---- -= Installation Manual 214 Laying out and installing L feet L -feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L -feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. • Situate the rails so that foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Install half the L -feet: • If rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p. 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L -feet with a weath- erproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 21 or Figure 22. Hold the rest of the L -feet and fasten- ers aside until the panels are com- plete and ready for installation. SolarMount Code -Compliant Planning and Assembly VNBRAC° Rofter, Install later Install later Lower roof Install now edge Figure 21. Rails laid out perpendicular to the rafters. Rafters II II II II II II II I I I II II II II II Roils II II II II II I I II II II II II II II II I II II II II I I I I I I II II II II II I I II II II II II II II II II II 11 II II II I I II II II II II Lower roof Install now edge Figure 21. Rails laid out perpendicular to the rafters. Rafters Mounting II 'i II II II block II IL____- II------ 4 II if ,I II I II ! y i InstallI ii II 1 Install L -feet L -feet now II I I II II II II later I I fi II II II II I II II III Mounting Roils I it i block Figure 22. Rails laid out parallel to the rafters. ftV 17 -- UN!RAC' Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges -of the modules and snug them together (Fig. 19, p.15). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier (Fig. 20a or 20b, p.16). Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 foot- pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self -tapping screws. 18 - - Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VN®RAC' Installing the module -rail assembly Bring the module -rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L -feet. Slide inch L -foot mounting bolts onto the rail and align them with the L -feet mounting holes. Attach the panel to the L -feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings CFig. 23). • Mount in the lower hole for a low, more aesthetically pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the instal- lation area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align L -feet with mounting holes previously drilled into roof. Install lag bolts into remaining L -feet as described in "Laying out and installing L -feet" above. Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. Clip /'? tMountingslots Flange Footing boll slot nut Figure 23. Leg -to -rail attachment ftv 19 UORMC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc„ warrants to the original purchaser ("Purchaser') of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Waranty'). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The FinishWaranty isVOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (wwwAamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with UniRac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by UniRac IN WRITING, or if the Product is installed in an environment for which it was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product, or any part thereof, in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UniRac's liability with respect to this limited Warranty. Under no circumstances shall UniRac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. UniRac's limited Warranty covers only its Product, and not any related items. ftV UniRac, Inc. 3201 University Boulevard SE, Suite 110 505.242.6411 20 www.unirac.com Albuquerque NM 87106-5635 USA 505.242.6412 Fax Current, Power vs. Pp (watts) Voltage Characteristics > 40 (cell temperature: 25'Q ra�Mrfi9 180 8 7 rro 150 gsrr 7.16A 120 4 V 90 3 2 G 60 V 2 t 1 Y 30 0 0 0 0 5 10 15 20 25 Voltage M — Current vs, voltage — Power n Voltage SAPC-123 Current Power Graph Open Circuit Voltage, Short Circuit Current vs. Irradiance Characteristics (Cell temperature: 25'Q 25 9 8 ZO 7 x > o a 155 >go 4 V 103 52 t3 1 Y 0 0 A 0 200 400 600 8001000 hradlance (W11N ) SAPC-123 Open Circuit Voltage Current, Power vs. Voltage Characteristics (Cell temperature. 25'Q 6 180 5 r �r 150 3 120 rmn M.'t 1 Y€ U' 2 60 6 1 30 0 OVI I I a 0 0 10 20 30 40 50 Voltage(V) — Curer vs. voltage Powe. vs. Voltage SAPC-165 Current Power Graph Open Circuit Voltage, Short circuit Current vs. Irradiance Characteristics (Cell temperature: 25'Q SO 45 Pp (watts) 7 6 g > 40 Voltage at maximum -power point x 34.6V - Voc 7Z 5 304 4.77A 7.16A 2520 V 3 15 ts< 2 G 0 10 5 i i i i i 1 Y 0 0 0 200 400 600 800 1000 kradance (w1W ) SAPC-165 Open Circuit Voltage RWE SCHOTT Solar, Inc. U.S. Headquarters and Manufacturing 4 Suburban Park Drive Billerica, MA 01821 Toll free: 800-977-0777 Fax: 978-663-2868 Email: rsssales@rweschottsolacus www.rweschottsolar.us Electrical Data The electrical data applies to standard test conditions (STC): Irradiance at the module level of 1,000 W/m2 with spectrum AM 1.5 and a cell temperature of 25° C Power (max.) Pp (watts) 165W 123W Voltage at maximum -power point VP (volts) 34.6V 17.2V Current at maximum -power point Ip (amps) 4.77A 7.16A Operi-circuit voltage Vdc (volts) 43.1 V 21.3V Short-circuit current Isc (amps) 5.46V 8.12V The rated power may only vary by +/-10%. Dimensions and Weights Characteristic Data 165W Module 123W Module Length mm (in)' 1575(62') 1499 (59") Width mm (in) 826(32.5') 662 (26") Depth mm (in) ;: 461.(1.81") 46(1.81') Weight kg (lbs) 17.01 (37.5 lbs) 13.97 (30.8 lbs) Area m2 (fe):. • : 1.299 (13.99) . `.989 (10.65) Characteristic Data 165W Module 123W Module Solar cells per module 72 36 Type of solar cell Multi -crystal silicon solar Multi -crystal silicon solar -0.1728 (V/Q cells, 125 mm square cells, 153.5 mm square '�.:Connections�..:.�:...: Multi -Contact connector `.:Multi -Contact connect - Module Temperature Coefficients Limits Maximum system voltage 165W Module 123W Module Power, : Tk (Pp); -- -0.8446 (W/C). -0.63 (WIC); Open -circuit voltage Tk (Voc) -0.1728 (V/Q -0.0864 (V/C) 141azimumi Power Voltage : • Tk Nnnp) -0..1796 (V/C) -.0893 (V/C) Limits Maximum system voltage 600V DC Operating module temperature 40' to +90° C Dielectric voltage withstood 2200V max. The right is reserved to make technical modification. For detailed product drawings and specifications please contact RWE SCHOTT Solar or an authorized reseller. U.S. Sales and Marketing 4051 Alvis Court, Suite 1 Rocklin, CA 95677 Toll free: 888457-6527 Fax: 916-625-9032 @CEC Certified .ft I m1& W E " SCHOTT Solar a,� SAPC-123/165 �F I t 4 SAPC-123/165 Solar Modules The SAPC-123 and SAPC-165, RWE SCHOTT Solar's 123 and 165 watt photovoltaic modules, are designed for large electrical power requirements. With a 25 year warranty, the SAPC-123 and SAPC-165 have superb durability to withstand rigorous operating conditions and are ideal PV modules for grid connected and remote power systems. ■ Bypass diode minimizes the power drop caused by shade. ■ Textured cell surface to reduce sunlight reflection. ■ Back surface field structure to improve cell conversion efficiency: 14% ■ Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. SAPC-123 Physical Specifications Fes— 3ss7[aa a.nl —.{ r .el , f I 9.174x0.689 [46.0..](93 X 17.5 m rn.MView 11.81 [300.ft—1 e.ck v� C-.." Pam 11-81 I==—) 6201 (15 7s.amm] o n N 11.811300.00.-] e WPM* S7S[I 1� }I` 11.81 [300.00mml 738[187.3Lm I 1.02 9aC.e4 Sde Ncn 1769mm1.I m.4au74mml SAPC-165 Physical Specifications 1 i i SAPC-113 Solar Module Pictured RiNfE SCHJTT Solar 1.81 [46.Omm] FROr.T ( VIEW R9.82[249.Smm) 0.354DrBACK VIEW 000.Omml ] S9 02 [1494 mm) NEG iE1 NlIE WIE 1 5300MM1 1 53008rufJ 19.69 [500.Ommj 4 GB�UNrDING 9.82 [249SmOOmII] r24.37 [619.0mm] —�� 26.06 [662.Ommj SIDE VIEW SAPC-123 Physical Specifications Fes— 3ss7[aa a.nl —.{ r .el , f I 9.174x0.689 [46.0..](93 X 17.5 m rn.MView 11.81 [300.ft—1 e.ck v� C-.." Pam 11-81 I==—) 6201 (15 7s.amm] o n N 11.811300.00.-] e WPM* S7S[I 1� }I` 11.81 [300.00mml 738[187.3Lm I 1.02 9aC.e4 Sde Ncn 1769mm1.I m.4au74mml SAPC-165 Physical Specifications 1 i i SAPC-113 Solar Module Pictured RiNfE SCHJTT Solar One line drawing of proposed solar system for Neil Meyer at 25 Foreman Creek Rd. Berry Creek, Ca. 95916 One line drawn by Felix Electric, 13971 Ryans Ranch Rd. Grass Valley, Ca. 95945, (530) 477-9333 Fax, (530) 477-7137 PG&E Main Service Panel 200 amp 120 / 240v Net Meter Disconnect ITE #HNF263 100amp Two pole Net Meter Disconnect Switch For PG&E Net Meter Safety Switch ITE # HNF263R 100amp Heavy Duty Two Pole Solar Array 36 - Sharp SAPC 165w modules Roof mounted on Uni-Rac SMR -204 D/C disc. at Shop sub panel 100 amp SMA Sunny BoyD/C FOA/C Out 2500 inverter In Existing Shop Sub feed 120 / 240v SWR2500-U SBD 2 -in. conduit Existing 3 - #1/0 copper 0 1 _#6 Gr. TP A/C SMA Sunny Boy D/C Out 2500 Inverter In SWR2500-U SBD 1/2 - conduit 2 - #10 THHN copper I - #10 Gr. D/C Disconnect Square D HU361RB 3 -pole 600v 1 - in. cond. 8 -# 10 THHN . I - #10 Gr. 1/2 - conduit 2 - #10 THHN copper 1-#10 Gr. 1 by I 1 £I PERMIT NO. 561-84B L.� PERMIT EXPIRES / OWNER J.D. CAMERON CONTR. Brimhall Bldg ASSESSOR PARCEL 71-08-74 LOCATION E/S Foreman Creek Rd, 300' SW Hwy_ . i 162, Berry Creek 1 r r r 1 T .�s 1 Temp. Power Pole Called PG&E Temp. Elec. Servi t Called PG&E 1 1 s Temp. Gas Service !4[ CalladPG&F JOB FINALED (Date) Signature " J '-- OK- .: 0 = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures ^ 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date _ Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -81 Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = OK 0 = Not OK - = Not Applicable = Not Ready , RESIDENTIALgSingle and Duplex) Date UNDER 0R Plans OK except #'s Date FRAMING (Continued) 4 -'Toning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2 = el -Flet. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3 ., Garage; Soils -Steel- L /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. orches & Decks; j -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers - o - - 52. Siding -Nailing -Veneer temwalls, Garage; Steel-Blockouts-Wrapp =S 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access - 7. - Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic Be'17 'mall -Fittings -Test -2 way C/0 -Sewer Test 55. Shear Walls; Nailing -Bolts 9. 10. ize-Anchors Wa1ex.-P+pe; Test -Anchors -Regulator -Service Test 11. LFectcic4_U,iderground 12'-f4opeo%-&-Ducts; Clearance -Material -Support -Ins. 13.._Girders-Sills-Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Oacd„ iDat4-j-,c(_,)q/ Card -BI Date Date FINAL (Plans) OK except p's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except p's 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. 19. Test Tub & Shower, 2nd FI'oor-Tub Access Gas Pipe; Size & Anchors 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails _ 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date ___ 64. 65. Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper _ 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection t - 21. 22. Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 73. Guard Rails & Deck Construction -Post Caps -, 26. Subfeed Wire Size i / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents &Crawl Hole Door -Drainage &Wood -Earth Clearance Looked under Floor ❑ Yes _ - 27. _ Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive E) Yes ❑ No; Walks Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish -- 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet `- 30. Clothes Closet Light -Shower Light - 78, Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ---------- --- ----- 79. Water Well; Disconnect, Electrical, Plumbing Card B -I ------ Date_ _ Card -BI _ Date - - 80. 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except q's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric - 31. A.C_.-Ducts: Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32, 33. Vent Fan; Exhaust above Insulation Condensate Drain _& Overilow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. 35. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic Card -BI - Card -BI - -- - -- - --------------------- Date - - Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: -36. Sills; Proper Material & Anchors _ 1 _ 37. 38. 39. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing-- - Draft Stop in Walls (rat proof) _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. 45 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties- Purlin-Roo( Brac.-Truss-Shthnq.-Rfnp. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions_ Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) COUNTY OF BUTT DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector r Da Permit#2390-84B Jack Cameron Foreman Creek Rd. 4 ! COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. f ASSESSOR.PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE S0. FT. OCC. BUILDING VALUATION —. �•' OWNER'S MAILING ADDRESS C eK� y^ Fir L-1 '-/S/ , A ^� I l ( `t.� CONTRACTOR'S NAME ter 1wD y ry Sys . TELEPHONE U CONTRACTOR'S MAILING ADDRESS r i Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS 'Permit Fee $ ;O vu ARCHITECT OR ENGINEER 0-'hP LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ .DS U BUILDING ADDRESS 1� PLUMBING PERMIT Filing Fee 10.00 � 0 17-0U, V\ W Uk ).A � Each Trap 2.00 Solar Water Heater 20.00 1 I Water piping 5.00 LOT NO. SUBDIVISION NAME,1 t PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Q Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New AdditiongRemodel0 Utilities❑ Installation❑ Othere� Describe work: PPm}o-\ �� l�-� �'t"n� _ .�� ' 1 V-1 Ste- `O_C Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR0V OR LESS10.00 VMain service EA. ADD'L 100 AMP 2.50 NEW CONST.(DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWCON5TR ULT' -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea NEW CONSTR POWER APPARATUS &) NON-RESID. (SINGLE OUTLET CIR. Ex 20®50e . Occup(o XTs OR FIXTURES 9AL®30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to�enter upon he above-mentioned property for inspection purposes. I also agree�,to save; indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue a aggaaiinhsstt`saaiid Countylin�cJonsequence of the granting of this permit. ` YDate ~2 —9� Signature of Applicant — Owner © Contractor ❑ Agent ❑ Ar; OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion�of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ `� S OCCUP. GROUP I TYPE OF CONST. I PARCEL PD ND ssuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTORIOF PUBLIC WORKS �7' 7 By G. VC22V/ Date —7 0�y \ '� , J _•,,, 44 ,` KISWXITE-D. PERMIT EXPIRES Date Receipt No. si \1 �.� / U P. W.. YELLOW-ASSFSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT .i' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO U� ASSESSOR PARCEL NUMBER r" I . _ IQ '' ZONING BUILDING PERMIT OWNE /•�}y� TELEPHONE ,SQA FT. OCL`, BUILDING VALUA N OWNER'S MAILING ADDRESS V— L/ (, J { — _ i L CONT. .0 TO R'S NAM TELEPHONE CONT ACT R'S MAILING ADDRESS ,-. Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ i ARCHITECT OR ENGINEER ` LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $�,�� BUILDING AD KESS rte. r la��\ ,� S PLUMBING PERMIT Filin Fee 10.00 g p -U Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 I'-- USE OF STRUCTURE SF[E Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home I S I G JW 1 10.00 e TYPE OF WORK New Addition❑ Remodel Utiliti,e Instal lation Other©f Describeork: _ Permit Fee $ Contractor ELECTRICAL PERMIT FifingFee 10.00 Main service 100 AMP OR00V OR SLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 2I/20sgit CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- ation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULT' -OUTLET 2.50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &1 NON-RESID. SINGLE OUTLET CIR. I zD®soe Ex. Occup(o OR FIXTURES 9AL@3o FIXXEED D APPLNSOR EX. OCCup. OUTLETS (RESI.D,) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiI(ng Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot B tte to ter upon the above-mentioned property for inspection purposes. I a o gree 6s v indemnify and keep harmless the County of Butte against all is iIit' sly2nts , costsand expenses which may in any way accrue aga' st a u tconseq ence of the granting of this permit. X Date ,Z Si no re of pplicant — Owner Contractor ❑ Agent ❑ A OS A permit is required for excavations over 5'0" deep and demolition or construct- ion of tructures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ '� OccuP. GROUP TYPE OF CONST. PARCEL PD HD suE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE ? F PUBLIC y `' B ) PERMIT EXPIRES Dat 2 the applicable provi- resolutions to do fees have been paid. WORKS c� �7 p� %'/rQ� Date_ 4� 7—`� p�7 Receipt No. r�[.�15� 2b WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND.PERMIT PERMIT NO. \ ASSESSOR PARCEL NUMBER —Q ZON NG 11Z BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC, BUILDING VALUA N OWNER'S MAILINGS-kDD V DY -0, CO ACTOR' NAME TELEPHO r - CO TRA OR'S MAILI GRESS 3 re_rrL4.- Fireplace CONST UCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 ER'SMAILING ADDRESS Permit Fee $ 0.60 ARC ITECT OR ENGINEER ' LICENSE NO. OS Plan Checking Fee $ `ico Penalty $ ARCHITECT OR NG N ER'S MAILING AD RE55 Ca Permit fee $ 'Q BUILDING nRESS N___ PLUMBING PERMIT Filing Fee 10.00 S Each Trap 2.00 Solar Water Heater 20.00 r Lf Crk Water piping 5.00 LOT NO.SUBDIVISION NAME ARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRU URE SF ❑ DuplexMobilehome❑ Other ❑ SPECIFY Ly Building sewer 5.00 Mobile Home S G W 10.00 e ,�,� TYPE OF WORK New Uv' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP,&` OR ADDNS. ( ACC. BLDGS. / 21/20sgtt CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business Professions Code d my license is in full orce and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CON5TR ULTI.OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS. NEW CONSTR. NON-RESID. SINGLE OUTLET CIR. POWER APPARATUS &) ( 20115011and Ex. Occup(OUTLETS OR FIXTURES SAL®so . EX. OCCUpFIXED APPLNSOR . OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor k 4irtify, that I have read this application and state that the above information -is;a)rrect,l agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabili ies, judgments, costs, and expenses which may in any way accrue agains aid County in nsequenc oft ranting of this permit. %� Date �O Signature of A licont - Owner ElContractor ElAgent❑ An OSHA pe it is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in eight. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ occuP. GROUP �/�—i TrP of ON ST. PARC L P HD ISSu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO F PUBLIC BY 13611IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date� Receipt No. 13 rl - ® WHITE-D.P.W., YELLOW -ASS SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 8445 Merrimac Star Route Oroville, California 95965 February 29, 1984 Department of Public Works Butte County Building Dept. 4 The,30' x 40' Cuckler.Steel Building which we ` propose to have built on our property, parcel number 071-08-0-074-0, is strictly for our own personal use, in which to park our cars, our boat and our farm tractor. It is not for any commercial purpose whatsoever. . D. Cameron •'-� � ,. - .. ..-,fi .A��wi ... ��Wr,. .�i-.5�a. +...o..,r..,�. �`�r,�..4 .. �.., n.+�,tK. n. s... -i. ..r. ... .. _ •y,,,r,r,,.�;... .7�,,,,,.+.,, ...-. .. ._, � , �.. , is �.�r:--.� � �"� �' �� K r,a.- 1 .. � � � ��,�.¢.��li��/' CrCr �2k7 7 K COUNTY OF BUTTE - 4EPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER - 0 - 7 111!./ ZONIN4 BUILDING PERMIT (/fir O W N� i \ Y� TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS y� CONRACT 'S NAME - � ` TELEPHONE /Uu CONTRACTOR'S M I G DDRESS co 6 Fireplace CONS UCTION LENDER UNKNOii Total Valuation is Filing Fee $ 10•00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING A DRESS,... r � 1 PLUMBING PERMIT Filing Fee 10.00 � ^^ o (� �_ Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets �,/ USE OF STRUCTURE SF I"I Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 ;20r/'�� �++VV TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti Iities ❑ Installation [' Other ❑ Describe work: Permit Fee $ 0, Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.N) OR ADDNS. ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I de la under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Cgsl and rtty license is in f II f rce and a fejt. j License No. Classification ! ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CO ID R. RA cH CIRCTITS 2.50 ea NEw CONSTR ( POWER APPARATUS eI NON-RESID. SINGLE OUTLET CIR. so @ ase Ex. OCCUp OUTLETS OR FIXTURES BALei IXED APPLNS. OR EX. Occup.�OUT LET(RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): he permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department VI a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabi.ltities, judgmen1I costs, and expenses which may in ny ay accrue against sa County i consequence of the granting of this p r it. XDate g pp �/ ❑ Contractor ❑ Agent, l Si nate a Of Applicant — Owner An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ so, 06 OcCUP. GROUP I TYPE OF CONST. [-IPARCELI PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which �iJRECTO OF PUBLIC (\ By-Date((�'�� PERMIT EXPIRES Da �) the applicable provi- resolutions to do fees have been aid. p WORKS C � � rT7Li" Receipt No. WHITE-D.P.W., YELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT i County of Butte . SPA TME T OF PUBLUC WORKS TOCE TO OWNER Post job card in a safe, conspicuous place at front of lot. Do not remove until the required inspections are made.and building is approved for occupancy by this department.- Plans epartment:Plans must be available on job. OWNER "rl A. P. NO. CONTRACTOR t FERMiT NO. DATE EXPIRES Approvals of Following Rust Be Dated Before Proceeding BUILDING PLUMBING ELECTRICAL Setback Rough Temp. Pole Foams Topout Rough Rein. Sieel Water Piping Underground Piers Gas Piping Subpanels Cond 13am Sewer Service Framing Water Htr. Final Stucco !flesh/Lath Fixtures MECHANICAL Stucco Coats 1- Water Supply Heating 2- /3- S U Doling Windows Final.- ! W Ducts Sidin ' Ventilation Roofing Footing A Finai Insulation Cert. Throat AAH INSTALLATION Final Final Final CHICO — 695 Oleander Avenue - 891-2751 OROVILLE — 7 County Center Drive - 534-4541 PARADISE — Skyway and Elliott Road - 872-2961, Ext. 57 b:Y c. COUNTY OF BUTTE - DEP.,ARTMFNT OF PUBLIC WORKS PERMIT N 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASS SSOR PARCEL NUMBER ZONING - BUILDING PERMIT OWN - am TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS zlc4 ti CON RA TO 'S NAME TELEPHONE 1 SAX i - CONTRACTOR 'S O TRACTOR'S G TOO,RESS S Fireplace CONSTRUCTION LENDER - UNK 0r� w,>, -Total �/ —11 Valuation $ Filing Fee $ 10.00 LENDER'S MA LING _ADDRESS Permit Fee $ ARCHITECT OR ENGINEER - LICENSE No.- Plan Checking Fee $ ' Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS - Permit fee $ BUILDING A DRESS r. rex" PLUMBING PERMIT Filing Fee 10.00 1 Each Trap 2.00 Repair_ drainage or vent piping 5.00 Water piping , LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 55.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY . Building sewer Lawn sprinkler system 5.00 56 �b,o� TYPE OF WORK �, New' F-1 Addition 'Remodel[] Utilities[:] Installation L7 Other❑ Describe work: Permit Fee $ �r Contractor ELECTRICAL'PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS5.00 • Main Service EA. ADD'L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP.y) OR ADDNS. ACC. BLDGS. 2Q sq ft CONTRACTORS LICENSE LAW I dear under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions and license IS In f II force (f e f t 9 License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. -OU. LET 2,50 ea NON.RESID BRANCH CIRCUITS) NEw CONSTR / POWER APPARATUS e) NON.RESID. \SINGLE OUTLET CIR, 50 @ 25¢ EX• Occup OUTLETS OR FIXTURES BAL@1 Ex. Occup.(O UTLETS FIXED P(RESID )REA. 2.00 Temporary service • 10.00 Mobile Home Facilities. 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑e permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating. Cooling Hood 3.00 Ventilation permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liab' ities, judg n , costs, and expenses which may in ny ay accrue agains Co y nsequence of the granting of this p r X Date SignarU of Applicant = ner ❑ Contractor ❑ Agent An OSHA permit is required or excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile -Home Installation Fee $ TOTAL PERMIT -FEE $ 50 OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which CTO OF PUBLIC By ` PERMIT EXPIRES Da the applicable provi- resolutions to do fees have been paid. WORKS Date`_)— �� C�ylwT L/ Receipt No. _ WNITE-D.P.W., 7ELLOW-ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ""•--== 1821-78B PERMIT NO. PERMIT EXPIRES OWNER Jack Cameron CONTR. -Duke Sherwood Contr., Oroville LOCATION (A.P. 71-08-74 ) E/S Foreman Creek Rd., just off Oro -Quincy Hwy, Oroville .r i Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. / Called PG&E f 1 / JOB lll�ii"' FINALED (Date) 's ( gna ur r Y COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BU D G BUILDING (Cont'd) PLUMBING Setback Final Firewall F Soil Piping Forms • Parapets 114. Floor Main Bldg. Restroom Finish 2n loor Footings Windows 3rd oor Stemwall Siding To out Slab Roof Sheathing Water PI n Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwall Garage Vents Insulation f Water Htr. Heaters Slab Carport p Footings Prov. for physically handicapped Conformance of ex. structure Appliances Gas Piping & st Temp. Gas Slab Final Sanitation Patio FJR600ACE Final Footings Footi• ELE TRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh kECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underaround Interior Latn Ventilation Permanent Door Closer Final Final MOBILEHOMEUTILITI S ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS -- 001, 4&5kt ::4-�- a4v (NOTE: An entry must be made on this form each time you visit the job site.) I r� COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS _7 CG1mty Center Drive — Oroville, California 95965Aq Telephone: 534-4541 APPLICATION AND PERMIT BUILDING Owner C SQ. FT. OCC. BUILDING VALUATION Mailing Addres Telephone No. i Contractor 2 Mai I i ng Address Telephone No. cr Building Address A. P. No. -+ L W ELECTRICAL Zoning & Planning FJe6J 600V'OR LESS 100 AMP OR LESS Main service on Fire Dept. Fire Zone Use Permit EQA Parking Plans�Declaration Parcel Parcel Ma P 60' R/W Im r p ovements Bldg. Plan,/�c'd.Parcel Plans pproval NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Single FaAily ❑ Duplex ❑ Mobil Home ❑ Others CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. 37— -7 817 Classification Fireplace f Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ''"' BAL@1 ELECTRICAL PERMIT FILING FEE Main service 600V'OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER 600V 100 AMP OR LESS Main service EA. ADD•L 100 AMP NEW CONST. ( OR ADDNS. DWELLING OCCUP. 7 ACC. SLOGS. NEW CONSTR. NON.RESID_ (MULTI—OUTLET BRANCH CIRCUITS $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1.00 FEE FEE Ex. OCCUD [OUTLETS OR FIXTIIRES ''"' BAL@1 FIXED APPLNS. OR EX. OCCU P•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 U I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature & Permitee or Agent Receipt No. 1 4 /_/0 dlm Q White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Cooling $3.00 Ventilation Hood 1 1 2.00 Permit Fee $. $ Land Development Fee $ TOTAL PERMIT FEE $-3 a49� This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have en aid. DIRECTO OF UBLIC WORKS BY Date 7_.J Bu ding permit expires Date L( 061-49-0-021 95-1226 P,E,M. CAMERON, Jack 225 Forman Creek Rd, Berry Creek (heating,.& AC) SY�De Air �l ry- � a}!� ✓jf � COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541,;9,4-, / PERMIT 140• APPLICATION AND PERMIT O ASSESSOR PARCEL NUMBER obi -49061-49Q-021 ZONING BUILDING PERMIT OWNER JACK CAMON TELEPHONE 589-1833 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4. 25 FOREMAN CRK RD BERRY CTRIL95916 CONTRACTOR'S NAME DE AIR CO I TELEPHONE 534-8691 CONTRACTORS MAILING ADDRESS 2710 B FFAnM RIM BLVD ORO, (W)65 Fireplace CONSTRUCTION LEND ER UNMOWN Total Valuation Is Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 25 FORMAN CREEK RD PERMITFEE $ i BERRY CREEK. 95916 PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 LAT NO. SUBDN510N'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF A Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ^ Describe Work: tl �rj f /`T fu —� a } Mobile Home ISI GI W 920.00 PERMITFEE $ 35.00 Contractor ELECTRICAL PERMITFilin Fee 20:00 Main Service000v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION 1 I hereby affirm under penalty of perjury that I am licensed under provisions) of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. t 3 License Class C - -26 Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for•the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR \ OR ADDNS. ( 8 ACC. BLAS. / SO. 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 / POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL .50 FIXED APPLNS. OR Ex. Occup. p• ( OUTLETS (RESID.) EA) 5.00 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00' Misc. Wiring 23.00 PERMITFEE $ • Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3-1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurancecarrierand pqlicy number are: Carrier S'* 11T MECHANICAL PERMIT Filing Fee :' 20.00 Heating HV&CL. 15.00 CoolingR .00compensation, Hood 6.50 Ventilation PERMITFEE $ • IUIU Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ! X 7 / Date l �_7 1 r Signature of Applicant - ❑Owner @f Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 115.00 HAZ I D. FEES I IMP I FLOOD I CDF PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whic fees have been paid. t y // 6, Date PERMITEXPI ESON 19�1 I (Date) ReceiptNo. 180182 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J COUNTYIOF BUTTE- DEPARTMENT OFDEVEi.'OPMENTSERVICES-BLIILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541a,<-_ERMIT O. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 061-490-021 ZONING BUILDING PERMIT OWNER JACK CAMERON TELEPHONE 589-1833 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 25 I CONTRACTOR'S NAME DE AIR CO TELEPHONE 534-8691 CONTRACTOR'S MAILING ADDRESS 2710 B FEATHER RIVER Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 95 FORMAN RT) CREEK PERMITFEE $ HENRY CIRUX, 99916 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15-00 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other (� J Describe Work: // fGj A C � Mobile Home I S I G1 W @20.00 PERMITFEE g 35.00 Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Mein Service 000V OR LESS ( 200A OR LESS ) 23.00 Main Service 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect._ _ , 7 License Class C—"2 a Lic. No. �7X j3c/ OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR d ACC. BUDS. SO. 3.50 FT. CNS. NEW CONST.MULTI�OUTLET NON•RESID. BRANCH CIRCUITS ) @7.50 G POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 SAL SO Ex. Occup. (OUFIXED TLETS (RESID.�EA ) 5.00 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for theUND performance of the work for which this permit is issued. E�--I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and p icy number are: Carrier ST[A-'jam 1= vLn — (&(65 Lo�fvaw rr E� MECHANICAL PERMIT Filing g Fee 20.00 Heating Cooling RFLO. QR— 90-00 Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort comply with those provisions. X �___ Date �� %� Sig ature of Applicant - ❑ Owner ®Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee is Energy Inspection Fee Is OCC CONST. TYPE I TOTAL FEE $ 115.00 HA2. I D. FEES I IMP I FLOODT737r;Z;9 PD HD SSUE This permit is hereby issued under the applicable of the Butte County Code nd/or Resolutions indicated ab a for whic f es have been PERMITEX RESON provisions to do work paid. Date T 19 ate) Receipt No. 180182 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ■ , "A:;, ... ., . I' . ' -I0, , . , I I .. r I I I I ■ M�rac 1 IIII�IIII Ililillll ,Z Ii�lI�I,II1,118�I111 ,3 ''. .Y° 4 lll�llll ` 5' .'.� ,., � IlII�IIII � .� � ilil�llll Il l�llq 4 r yi 1.. �.t �.... u1 8 �r 9 (il �lli,l�III) �. �. A+n ��M�'I��ry��i( I,T9e'l�, ��,ihi 10 , ll D: ill!�IIII lill�ll!! lllP� IlPlf�lil�l! IIPI�3�IIIIII��II I IIIIIIIII IPIPiiIAlilllllli II1N�jlll 61,v ip'o i q olq � " I , v 1": 'I , ; , i, �I , � j , . I I �, I I :, '� I I I 11 I �r I l , I , , , ,:I I I � I 1, I ':', 1 , I I , It �I,�i ,I I !, ,I I 'I . 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