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HomeMy WebLinkAbout058-560-02758-56-27 Golan Feath - Sev7nth Day A ventist (Use permit to allow addition, 8/22/86) rµ s1 Church �"g ' N/S Detlow d., 1000 E.of Hwy 70 " - Permit #2246-81E(elec.serv.for well } & future const/propose church) Permit # 1372=&2B,P,E,M (Church) new 58-56-27 Permit- #776-868 P,&;M(add/church) ► )���� :. 058<560-027 -02-3030 - GOLDEN FEATHER SDA CHU 3861 DETLOW, OROVILLE ALE CONT: CLIFF CRAFT BUILD S STORAGE BLDG. (D.O.R.C.U.S. , 058-560-027 04-1696 GOLDEN FEATHER, 3861 DETLOW, OROVILLE Cont: CLIFF CRAFT BUILDERS ELEC,GAS,&SHT ROCK 058-560-027 06-0714 NO CALIF CONF ASSbT, SE TH DAY 3861 DETLOW RD, CONT: CLIFF -CRAFT PROPANE INSTALL "A v �, Butte County Department of Development Services. ev%fe aaEw IN O T E S 7 County Center Drive, Oroville, CA 95965 .. rt (530) 538-7601 vnwv.Quttecounty ne.tidds ooOH�{ I r, f RESIDENTIAL APN: Permit No. Owner. 058-560-027 06-0714 NO CALIF CONF ASSN, SEVENTH Site Address: _ DAY 3861 DETLOW RD, CONCOW Contractor. _ CONT: CLIFF -CRAFT BUILDERS Type of Permit PROPANE INSTALL effL/YV'01FFIOPY Address, GAS r ' pates I MeteB' ELECTRIC Date Meter BY --- r` � �' X41 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED- 1 f q — b ' SIGNATURE: = OK — nw MANUFACTURED HOMES M I S C E L L A N. E 0 U S DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FallIC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat Lior LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Dnnctr ' 9 Elec MH Cntnty Test-Crossovers-Breakers•CIrncs 10 Drain; MH Test -Fall -Flex Cnnctr ' 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S -C O V E R S'C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Ocking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs -Studs -Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof•, Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls s a` DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool lghtg Bokes-Encisrspnlboardsdnsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enctsr, Fencing Alarms 13 Bonding, Diving board or Slide Pool Drawing = OK = Not OK RESIDENTIAL (Single & Duple)o DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-C nibs In Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Opth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd flr - Tub-Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6,1 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test i0 UF, Gas Pipe; Sz Anchrs-Sz Test 1.1 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IM E C H A N I C A L 61 AC Ducts Insultn & Support 13 Plenums & Ducts; Cirnc-MaterialSupport4nsultn 14 Girders-Sills-Anchr Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air RtrnfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic �c mac` • 0 DATE IFAAM I NG 17 Silts Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-CImc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sts & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-ClmcCom Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3' drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Lottn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters D Yes D No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-DIrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Tmsfrmr CImc4ns Prtctn 91 Ext Elec Trim, GR Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous lnspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-O/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or DAL 98 Address Posted AC Wire Sz CU or D AL 99. Fire Sprinkler _920 48 Range Circ ga D CU or DAL Oven Circ ga OCU or DAL Insulated Neutral Dyes DNo a 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp CImcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 1ww% R BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060714 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 03/29/2006 APN: 058-560-027-000 the Business and Professions Code, and my license is in full force and effect. o� %5�D SG Site Address: 3861 DETLOW RD CON License Class: ly:2 License Number: '� Date: Contractor: Map Index: Description: INSTALL PROPANE TANK & LINE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: NO CALIF CONF ASSN SEVENTH DAY permit to construct, alter, improve, demolish, or repair any structure, prior ADVENTISTS 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 GOLDEN FEATHER SDA CHURCH the Contractor's State License Law (Chapter 9 commencing with Section DBA SEVENTH DAY ADVENTIST 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any CH -GOLDEN FEAT violation of Section 7031.5 by any applicant for a permit subjects the P 0 BOX 4370 95965 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 owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: CLIFF -CRAFT BUILDERS provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 11450 COOTER TERRACE 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 OROVILLE, CA 95965 sale.). 530-533-4719 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: CLIFF -CRAFT BUILDERS ❑ 1 am Exempt under Article 3 of the Business and Professions Code 11450 COOTER TERRACE Date: owner: OROVILLE, CA 95965 530-533-4719 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: 394080 workers compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy#: Total Square Ft: 0 S. F. I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the 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. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. _ CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutio s to do work indi ted above for which fees have been paid. Name: BY Date: PERMI EXPIRES ON: -2 - Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. C�i' /r� Z Signature: Print Name: _ 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 OFAPPLICA TION "*PLEASE PRINT CLEARLY*" APPLICANT SIGNATURE X L _ For office use only: OWNER Name Last Name�7r O Address �r' N first N me Rd 9_ r ) City cm I No State Zip Phone Zip5�p Fax E-mail E-mail Fax -,- ,E-mail E-mail APPLICANT SIGNATURE X L _ For office use only: CONTRACTOR Name Z-7 Address - City I No State Zip��f j Zip5�p Fax E-mail Phone,�J Fax -,- ,E-mail E-mail _ uc. #�yoBo�, APPLICANT SIGNATURE X L _ For office use only: ARCHITECT/ENGINEER Name Z-7 Address Address City I No State Zip Phone Zip5�p Fax E-mail Planner State License Number APPLICANT SIGNATURE X L _ For office use only: APPLICANT NAME Name elziz-Ct/ Z-7 /M�_ Address I Yes I No Occ. Type Const. State Zip5�p Phone Lot # Planner Fax E-mail APPLICANT SIGNATURE X L _ For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP0C17D71q BIN # LOCATION AP# 0 S$ --%0, 02— Property Address City ,ai ml Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: r 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 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: K� 6 - Amount: a Bldg Receipt #: I TM oha4lWR Date:3_A SRA Sheriff SMIP Total RFS/ R-1 R-(ld IV SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). 0 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6.- 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 AN n 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 APPLICATION OWNER Name ' Address 70 City elf State _ Zip. Phone Fax E-mail CONTRACTOR Name C, �� � � & & r4 Address �4cs0 City State/►. Zip f Phone Fax E-mail Lic. Phone APPLICANT SIGNATURE For o Ice use only: ARCHITECT/ENGINEER Name Flood Zone Address o� J fi City State Zip', Phone ` y7/ 9 Fax E-mail Planner State License Number APPLICANT SIGNATURE For o Ice use only: APPLICANT NAME Name Flood Zone Address 1z o� J fi City StateC Zip -1 Phone 0'33 ` y7/ 9 Fax�f33 6 Qom'% E-mail Planner APPLICANT SIGNATURE For o Ice use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. Bf BIN # LOCATION 00*' oZ7- Property Address J3 G/ Deft cew ro Vi Cross Street WORKER'S COMPENSATION Policy Number ` Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: YlG N�.r 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 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. K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 Received by: Amount: SRA Receipt #: Sheriff SMIP Zb4 � other r Total *�.4 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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-signedy the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 Insulation Certificate BUILDING OWNER: BUILDING LOCATION: Description of Installation ROOF Material Thickness (inches) BUILDING PERMIT Brand Name Thermal Resistance (R -Value) CEILING Batt orBlatilcetType %��klet - Brand Name (Wn�5 Thickness (inches) - /6 '* Thermal Resistance_(R-Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL . Material ��. liS Brand Name 0 4, a e S Thickness (inches) Thermal Resistance (R -Value) RIF' RAISED FLOOR Material Thickness (inches) SLAB FLOOR �s— Material �irrLc Thickness (inches) Width (inches) FOUNDATION WALL Bland Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Material Brand Name Thickness (inches) --mal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. 4jLa4"—rt,, License Number Contractor (Builder) Si eandTitle Date Sub Contractor (Insulation lnstaller) License Number Signature and Title _ I Date THIS CERTIFICATE MUST' -BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED AN J993 AR THIN 1THE >- NOTES RESIDENTIAL I 058-560-027 04-1696 PERMIT NO. I GOLDEN FEATHER, 3861 DETLOW, OROVILLE ` Cont: CLIFF CRAFT BUILDERS I ELEC,GAS,&SHT ROCK 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 6. Carports; Windows -Doors 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. Siding; Nailing -Veneer -Stucco -Mesh 6. Gas; Location -Test-Wrap; -/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 10. Roof; Shthg-Roofing 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 5. Elec.; Pool Lighting; 15 Volts-GFI 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 11. Light Niche 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval Card B-1 Date Card B-1 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 B-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; Fencing -Alarms Date Card B-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 Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (FF.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Clearance Looked under Floor O Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive O Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 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 (FF.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 O Yes _ 83. Following Instld./Drive O Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 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: TITLE 24 REPORT Title 24 Report for: SDA Golden Feather Church Storage Building Hwy 70 & Detlow Oroville, CA 95965 Project Designer: Michael Mooney , CA Report Prepared By: Robert A. Mangrum PARADISE MECHANICAL 5655 ALMOND STREET PARADISE, CA 95969 (530) 877-8881 Job Number: 1735 Date: 6/6/04 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. 5 This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 11 By EnergySoft Job Number: 1735 User Number: 3035 ;: l . TABLE OF CONTENTS I Cover Page Table of Contents Form ENV -1 Certificate of Compliance Form ENV -2 Overall Envelope Method Form ENV -MM Envelope Mandatory Measures Form LTG -1 Certificate of Compliance Form LTG -2 Lighting Compliance Summary Form LTG -MM Lighting Mandatory Measures Form MECH-1 Certificate of Compliance Form MECH-2 Mechanical Equipment Summary Form MECH-3 Mechanical Ventilation Form MECH-4 Mechanical Sizing and Fan Power Form MECH-MM Mechanical Mandatory Measures Room Heating Peak Loads Room Cooling Peak Loads 1 2 3 5. 11 12 15 16 17 19 21 22 23 25 26 L_ EnergyPro 3.1 By EnergySoft Job Number: 1735 User Number: 3035 CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV -1 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 PROJECT ADDRESS Hwy 70 & Detlow Oroville PRINCIPAL DESIGNER - ENVELOPE TELEPHONE Michael Mooney DOCUMENTATION AUTHOR TELEPHONE C})ecked> PARADISE MECHANICAL 530 877-8881 GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE _ 1 /30/03 864 sq.Fc. 11 BUILDING TYPE a NONRESIDENTIAL HIGH RISE RESIDENTIAL [:] HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION [Xj ALTERATION Ej EXISTING + ADDITION METHOD OF ENVELOPE F-] COMPONENT ® OVERALL ENVELOPE PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the document is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE oo _ Robert A. Man rum The Principal Envelope Designer hereby certifies that the propose'Iding design rep sente this -set of construction documents is consistent with the other compliance forms and wor heets, with the sp ' Ic ns, and with any other calculations submitted with this permit application. The proposed u1lding has been desig d to meet the envelope requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: ❑ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer, or I am a licensed architect. 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE DATE LIC. # Michael Mooney ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: Optional. Use if default U -values are not used. Choose appropriate version for assembly U -value to be calculated. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:3 of 26 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME SDA Golden Feather Church Storage Building DATE 6/6/04 OPAQUE SURFACES SHGC 0.70 Glazing Type Double Metal Clear Default_Storage Location I Comments Room 2 iWindow # Surface Framing Type Type Act. Area U -Fac. Azm. Tilt Solar Gains y/N Form 3 Reference Location I Comments 1 Roof Wood 864 0.031 0 0 X I I R-30 Roof R.30.2x4.24 Storage Room 2 Wall Wood 160 1 0.065 135 1 90 X I IR-119Wall .19.2x6.16 Storage Room T Door None 80 0.581 135 90 X I Hollow Metal Door Storage Room Double Metal Clear Default Door 0 135 90 X I Storage Room _4 5 Wall Wood 336 0.065 225 90 x IR-119Wall .19.2x6.16 Storage Room 6 Wall Wood 224 0.065 315 90 X IR-119Wall .19.2x6.16 Storage Room 7 Wall Wood 336 0.065 45 90 X1 ] R-19 Wall .19.2x6.16 Storage Room _ i --I EXTERIOR SHADING Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. H t. LExt.RExt. Dist. Len. H t. Right Fin Dist. Len. H t. _#Exterior 1, None 0.76 2 None 0.76 3 None 0.76 _ 4 None 0.76 5 None 0.76 6 None 0.76 Ll FENESTRATION SURFACES 7 None 0.76 Site Assembled Glazing El Check box if Building is —100,000 sqft of CFA and— 10,000 sqft vertical glazing then NFRC Certification is required. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # 1 Type Window Area U -Fac. Act. Azm. 8 0.870 225 SHGC 0.70 Glazing Type Double Metal Clear Default_Storage Location I Comments Room 2 iWindow 8 0.870 225 0.70 Double Metal Clear Default_Storage Room 3Window 8 0.870 225 0.70 Double Metal Clear Default—Storage Room 4_Window 5 !Window 8 0.870 8 0.870 315 315 0.70 0.70 Double Metal Clear Default Double Metal Clear Default tora a Room tore a Room 6 Window 8 0.870 45 0.70 Double Metal Clear Default tore a Room 77Window 8 0.870 45 0.70 Double Metal Clear Default tore a Room 8 Window 8 0.870 45 0.70 Double Metal Clear Default tors a Room i --I EXTERIOR SHADING Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. H t. LExt.RExt. Dist. Len. H t. Right Fin Dist. Len. H t. _#Exterior 1, None 0.76 2 None 0.76 3 None 0.76 _ 4 None 0.76 5 None 0.76 6 None 0.76 7 None 0.76 8 - None 0.76 EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 PageA of 26 OVERALL ENVELOPE METHOD Part 1 of 6 ENV -2 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 WINDOW AREA TEST . A. DISPLAY PERIMETER Q ft X 6 = sf DISPLAY AREA B. GROSS EXTERIOR WALL AREA 1 200 sf X 0.40 = 48 sf 40% AREA C. GROSS EXTERIOR WALL AREA 1,2 sf X 0.10 =� 12 sf MINIMUM STND. AREA D. ENTER LARGER OF A or B 48 sf MAXIMUM STND. AREA E. ENTER PROPOSED WINDOW AREA 6 sf PROPOSED AREA F. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area = 5.33% IF E IS GREATER THAN D OR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO 'PART 2 OF 6. 1. IF E GREATER THAN D: MAXIMUM PROPOSED WINDOW STANDARD AREA WINDOW AREA ADJUSTMENT FACTOR T _ 2. IF LESS THAN C: GO TO PART 6 TO CALCULATE ADJUSTED AREAS. MINIMUM PROPOSED WINDOW STANDARD AREA AREA ADJUSTMENT FACTOR 120:1 641 1 1.875 GO TO PART 6 TO CALCULATE ADJUSTED AREAS. ATRIUM HEIGHT 1 Q FT IF -55 FT IF>55FT 0.10 X = X 864 = 4: 0.05 STANDARD % GROSS STANDARD ROOF AREA SKYLIGHT AREA 0 PROPOSED SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 6. 1. IF PROPOSED SKYLIGHT AREA >= STANDARD SKYLIGHT AREA: SKYLIGHT . STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR GO TO PART 6 TO CALCULATE ADJUSTED AREAS. EnerovPro 3.1 By EnerpvSoft User Number: 3035 Job Number: 1735 Page:5 of 26 1 OVERALL ENVELOPE METHOD Part 2 of 6 ENV -2 (PROJECT NAME SDA Golden Feather Church Storace Buolding DATE 6/6/04 OVERALL HEAT LOSS A] o a o a o a a PROPOSED STANDARD AREA HEAT CAPACITY U- FACTOR TABLE VALUES UA (B X D) AREA' (Adjusted) U -FACTOR UA (F X G) ASSEMBLY NAME (e.g. Wall -1, Floor -1) Y N Roof 864 1.77 0.031 X❑ ❑ 26.4 864 0.057 49.2 Front Wall 160 3.23 0.065 X❑ ❑ 10.5 160 0.084 13.4 Left Wall 336 3.23 0.0651 191 ❑ 22.0 315 0.084 26.5 Window 8 0.870 ❑ 0 7.0 15 0.490 7.4 F Window 8 0.870 ❑X❑ 7.0 151 0.490 7.4 j Window 8 0.870 ❑ X❑ 7.0 15 0.490 7.4 Back Wall 224 3.23 0.065X❑ ❑ 14.7 210 00084 17.6 Window 81 0.870 ol © 1 7.0 15 0.490 7.4 Window 8 0.870 ❑ ® 7.0 15 0.490 7.4 Right Wall 336 3.23 0.065 ©❑ 22.0 315 0.084 26.5 Window 8 0.870 ❑ X❑ 7.0 151 0049C 7.4 Window 8 0.870 ❑ ❑X 7.0 15 0.49C 7.4 I Window 8 0.870 ❑ 7.0 15 0.49C 7.4 l ❑ ❑ EJ 1:1 EJ 1:1 I ❑❑ 0 E ❑❑ El 1:1 r ❑ ❑ ❑ ❑ *0 1:1 ❑ ❑ ❑ ❑ Column E shall be r If Window and/or Skylight Area Adjustment is Required, no realer than 151 This Page Total 192 use Adjusted Areas from Part 6 of 6. 9 Column H 1s1 Building Total 1s2 EnergyPro 3.1 By Energysoft User Number: 3035 Job Number: 1735 Page:6 of 26 OVERALL ENVELOPE METHOD Part 3 of 6 ENV -2 PROJECT NAME . SDA Golden Feather Church Storacle Bu*ld*n DATE 6/6/04 VERALL HEAT GAIN FROM CONDUCTION a aoa a a o 0 0 0 PROPOSED STANDARD TABLE HEAT HEAT ASSEMBLY NAME HEAT U- VALUES G(A�IN AREA' U- GtA�IN (e.g. Wall -1, Floor -1) AREA TF CAPACITY FACTOR Y N BxCxE (Adjusted) FACTOR TF GxHxl roof 864 49 1.77 0.031X❑ ❑ 1,294 864 0.057 49 2,413 I Front Wall 1601 49 3.23 0.065 ❑ 513 160 0.084 49 659 Left Wall 336 49 3.23 0.065 0 ❑ 1,078 315 0.084 49 1,297 Window 8 49 0.870 ❑ ❑X 341 15 0.490 49 360 Window 8 49 0.870 ❑ X 341 15 0.490 49 360 [Window 8 49 0.870 ❑ X 341 15 0.490 49 360 Back Wall 224149 3.23 0.065 ❑ 718 210 0.084 49 864 Window 8 49 0.870 ❑ © 341 15 0.490 49 360 Window 8 49 0.870 ❑ ® 341 15 0.490 4g 360 Right Wall 336 49 3.23 0.065 0 ❑ 1,078 315 0.084 49 1,297 Window 8 49 0.870 ❑ X❑ 341 15 0.490 49 360 Window 8 49 0.870 ❑ X❑ 341 15 0.490 49 360 Window 8 49 0.870 ❑ 341 15 0.490 49 360 ❑❑ r ❑ ❑ 1:1 El El El El El I ❑ ❑ El 1:1 7,409 9,410 Subtotal Subtotal ' If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 6. — EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:7 of 26 OVERALL ENVELOPE METHOD Part 4 of 6 ENV-2 PROJECT NAMEDATE SDA Golden Feather Church Storage'Building 6/6/04 ©© o 0 0© o o n n 2,090 3,897 SUBTOTAL SUBTOTAL L— EnergyPro 3.1 By EnergyPro User Number: 3035 Job Number:1735 Pagel of 26 PROPOSED STANDARD ASSEMBLY NAME !,e.g. Roof -1) Roof AREA 864 SF 127 WEIGHTING FACTOR 0.89 U- FACTOR 0.031 Absorp 0.70 HEAT GAIN (BxCxDxExF) 2,090 AREA* (ADJUSTED) 864 U -Factor 0.057 Absorp 0.70 HEAT GAIN (CxDxHxlxJ) 3,897 1 F i 1- I I f I i f— i 2,090 3,897 SUBTOTAL SUBTOTAL L— EnergyPro 3.1 By EnergyPro User Number: 3035 Job Number:1735 Pagel of 26 OVERALL ENVELOPE METHOD Part 5 of 6 ENV -2 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 OVERALL HEAT GAIN FROM RADIATION FENESTRATION SURFACES FA7] a© o0 0 ©o 0 0 0© o PROPOSED STANDARD WI /WDON SKYLIGHT NAME te.g. Wind -1, Sky -1) ORIENT. WEIGHTING FACTOR AREA SF SHGC OVERHANG HEAT GAINHEAT Q (BxCxDxExH) AREA' (ADJUSTED) RSHG (or SHGC") SF GAIN Q (BxJxKxL) H V HIV 1OHF lWindow S 1.19 8 127 0.70 `— 846 15 0.47 127 1,065 Window S 1.19 8 127 0.701 846 15 0.47 127 1,065 Window S 1.19 8 127 0.70 846 15 0.47 127 1,065 Window W 1.17 1 0.70 832 15 0.47 127 1048 Window W 1.17 8 127 0.70 832 15 0.47 127 1.048 Window N 0.55 d 127 0.701391 15 0.61127 639 Window N 0.55 8 127 0.70 391 15 0.61127 639 !Window N 0.55 8 127 0.70 391 15 0.61127 639 I i I i-- -- i i E_ t 1 F.. ( I- " Only SHGC is used for Skylights Part 3 Subtotal 7409 Part 3 Subtotal 9,410 Part 4 Subtotal 2,090 Part 5 Subtotal 5,377 Part 4 Subtotal 3,897 Part 6 Subtotal 7,209 Column I must be less than column M 'If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 6. `— 14 876 Total Heat Gain 20 516 l EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:9 of 26 OVERALL ENVELOPE METHOD Part 6 of 6 ENV -2 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 WINDOW AREA ADJUSTMENT CALCULATIONS CHECK IF NOT APPLICABLE (See A❑ Part 1 of 6.)WINW ORIENTATION N I E S W a 1—cl K E❑ F❑ SKYLIGHT AREA ADJUSTT. FACTOR (From Part 1) ADJUSTED WINDOW AREA (D X E) ADWALL D AREA B - (F + C) WALL NAME (e.g. Wall -1, Wall -2) GROSS AREA DOOR AREA WINDOW AREA Front Wall ❑ I ❑ ❑ ❑ ❑X❑ ❑ ❑ ❑ ❑ 0 0 1:1 El ❑❑❑❑ 1:11:1 ❑ ❑ 1:11:1 ❑ ❑ ❑❑❑a ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ 240 80 0 1.875 0 320 Left Wall 360 0 24 1.875 45 315 Back Wall 240 0 16 1.875 30 210 Right Wall 360 0 24 1.875 45 315 -- _ ---- - -- TOTALS 1 1 1,2001 801 64 N/Al 1201 1,16 SKYLIGHT AREA ADJUSTMENT CALCULATIONS 1) (C X D) (B - E) Y CHECK IF NOT APPLICABLE (See Part 1 of 5.) ROOF NAME (e.g. Roof -1, Roof -2) _ TOTALS FRI GROSS AREA SKYLIGHT AREA E❑ a SKYLIGHT ADJUST. FACTOR (From Part ADJUSTED SKYLIGHT AREA ADJUSTED ROOF AREA _ EnergyPro 3.1 By EnergySoR User Number 3035 Job Number: 1735 Page:10 of 26 1) (C X D) (B - E) N/A _ EnergyPro 3.1 By EnergySoR User Number 3035 Job Number: 1735 Page:10 of 26 ENVELOPE MANDATORY MEASURES ENV -MM PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 DESCRIPTION Designer Enforcement n§118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. n § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. FIX §116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. § 118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between framing members. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:11 of 26 CERTIFICATE OF COMPLIANCE Part 1 of 3 LTG -1 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 PROJECT ADDRESS Hwy 70 & Detlow Oroville ...................'> PRINCIPAL DESIGNER - LIGHTING TELEPHONE 14idHg Peen it#>»><>» Michael Mooney DOCUMENTATION AUTHOR TELEPHONE ;tyJla#ia': PARADISE MECHANICAL 530 877-8881 me: GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 1/30/03 864 sy.Ft. 11 BUILDING TYPE [X] NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ ADDITION ❑X ALTERATION EXISTING + ADDITION METHOD OF LIGHTING COMPLETE BUILDING ® AREA CATEGORY R TAILORED PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATU DATE Robert A. Man rum _ The Principal Lighting Designer hereby certifies that the propo a building desig repres ed in this set of construction documents is consistent with the other compliance forms andorksheets, with th ications, and with any other calculations submitted with this permit application. The proposed building has been esigned to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146 or 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE DATE LIC. # Michael Mooney LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LTG -1: Required on plans for all submittals. Part 2 and 3 may be incorporated in schedules on plans. LTG -2: Required on all submittals. LTG -3: Optional. Use only if lighting control credits are taken. LTG -4: Optional. Use only if Tailored method is used. LTG -5: Optional. Use only if Tailored method is used. EnergyPro 3.1 By EnergySoft User Number 3035 Job Number: 1735 Page: 12 of 26 LIGHTING COMPLIANCE SUMMARY Part 2 of 3 LTG -1 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 IINSTALLED LIGHTING SCHEDULE I ARADC I 0A1 I AeTN II 1 uminnira Code LUMINAIRE DESCRIPTION TYPE DESCRIPTION # Watts Per Lamp v DESCRIPTION # (Lamp-+ Ballast Total Watts # Watts Lighting Schedule on Plans Shows Exterior Lighting Subtotal from this Page Meets Total �p �0Efficacy and Control Requirement of 630(c) Portable Lighting (From LTG -1) ❑ Control Requirements of 931(f) Less Control Credit Wafts (From LTG -3) Adjusted Actual Watts MANDATORY AUTOMATIC CONTROLS ,CONTROL LOCATION CONTROL CONTROL TYPE (Room #) IDENTIFICATION (Auto Time Switch, Exterior, etc.) SPACE CONTROLLED FIELD> LIGHTING COMPLIANCE SUMMARY Part 3 of 3 LTG - PROJECT NAME DATE I SDA Golden Feather Church Storaqe Buildinq I 6/6/04 ROOM # DEFAULT OR ZONE ID /s fl AREA TOTAL WATTS SF B X C TOTAL 0 0 TABL B - PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREAS >250 SQUARE FEET o © o a a o a LUMIN. TASK # OF TOTAL TOTAL ROOM # PORTABLE LIGHTING # OF WATTS PER AREA TASK AREA (SF) WATTS TABLE 1 C - PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET Designer needs to provide detailed documentation that the lighting level provided by the overhead lighting meets the needs of the space. The details include luminaire types, CU, and mounting locations relative to work areas. TOTAL AREA(SF BUILDING SUMMARY (FROM TABLES 1A+1 +1C) BUILDING TOTAL 864 ro 3.1 By EnergvSoft User Number: 3035 Job Number: 1735 TOTAL WATTS (FROM TABLES 1A+1B) 14 of 26 LIGHTING COMPLIANCE SUMMARY LTG -2 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 LUMINAIRE NAME DESCRIPTION BUILDING CATEGORY (From Table 1-M) NUMBER OF LUMINAIRES WATTS PER LUMINAIRE Includin Ballast CEC DEFAULT YIN'] ❑ ❑ ❑ ❑ 1:1 r-1 ❑❑ ❑❑ ❑❑ ❑❑ El E-1 ❑❑ ❑❑ Subtotal from this Page Building Total Portable Lighting (From LTG -1) Less Control Credit Watts (From LTG -3) Adjusted Actual Watts Total Watts WATTS COMPLETE ALLOWED PER SF BLDG. AREA WATTS AREA CATEGORY (From Table 1-N) WATTS AREA ALLOWED PER SF (SF) WATTS ;Comp Bldg Ind Storage 0.70 864 605 I l_ PAGE TOTAL 86 6O5 BUILDING TOTAL 864 605 AREA WATTS TOTAL ALLOWED WATTS D (From LTG -4 or from computer run.) 3.1 By EnergySoft User Number 3035 Job Number: 1735 Page: 15 of 26 [LIGHTING MANDATORY MEASURES LTG -MM PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 DESCRIPTION Designer Enforcement a§ 131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. I x § 131(d)20verride for Building Lighting Shutoff: The automatic building shutoff system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. IVJ § 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. IFV § 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. § 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. EX § 131(a) Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. FXJu § 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. (� § 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. § 131(f) Control of Exterior Lights: Exterior mounted fixtures served from the electrical panel inside the building are controlled with a directional photo cell control on the roof and a corresponding relay in the electrical panel, or uses an astronomical time clock. x L� § 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. § 130(c) Efficacy of Exterior Lights: Exterior mounted fixtures with lamps over 100 Watts served from the electrical panel inside the building have a source efficacy of at least 60 lumens per Watt, or are controlled by a motion sensor. r_ EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:16 of 26 CERTIFICATE OF COMPLIANCE I Part 1 of 2 MECH-1 NAME SDA Golden Feather Church Storage Building ECT ADDRESS Hwy 70 & Detlow Oroville ;(PAL DESIGNER -MECHANICAL TELEPHONE Robert A. Mangrum (530) 877-8881 (MENTATION AUTHOR TELEPHONE PARADISE MECHANICAL (530) 877-8881 DATE . 6/6/04 DATE OF PLANS 1/30/03 BUILDING CONDITIONED FLOOR AREA 864Sq.Fc. I CLIMATE ZONE 11 BUILDING TYPE ® NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION 0 ALTERATION ❑ EXISTING + ADDITION METHOD OF MECHANICAL ❑X PRESCRIPTIVE ❑ PERFORMANCE PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT ❑ ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is ac rate and complete. DOCUMENTATION AUTHOR SIGNATU DATE Robert A Mangrum .l i�� /n � The Principal Mechanical Designer hereby certifies that the propo d building designe9ps ed in this set of construction documents is consistent with the other compliance forms and w rksheets, with the specifioftions, and with any other calculations submitted with this permit application. The proposod building has been designed to meet the mechanical requirements contained in Sections 110 through115. 120 through 124, 140 through 142, 144 and 145. Please check one: ❑ 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, or mechanical engineer or I am a licensed architect. L I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. u I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. PRINCIPAL MECHANICAL DESIGNER - NAME HAN Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 may be incorporated in schedules on plans. MECH-2: Required for all submittals, but may be incorporated in schedules on plans. MECH-3: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. MECH-4: Required for Prescriptive submittals. MECH-5: Optional. Performance use only for mechanical distribution summary. EnerovPro 3.1 By EneravSoft User Number: 3035 Job Number: 1735 Page: 17 of 26 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1 IPROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 SYSTEM FEATURES ;SYSTEM NAME :TIME CONTROL 'SETBACK CONTROL ISOLATION ZONES ;HEAT PUMP THERMOSTAT? ELECTRIC HEAT? IFAN CONTROL !VAV MINIMUM POSITION CONTROL? 'SIMULTANEOUS HEAT/COOL? !HEATING SUPPLY RESET 'COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM MECH-3, COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE .COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN !CEILING/ROOF SPACE MECHANICAL SYSTEMS Undefined System Programmable Switch Heatinq & Cooling Required n/a n/a n/a Constant Volume No No Constant Tem Constant Tem n/a Air Balance Auto No Economizer 130 cfm Unit Heater 81%AFUE N/A n/a Dayton Yes Yes Ductless / with Fan n/a Ductless n/a No CODE TABLES: Enter code from table below into columns above. TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL HEAT_ PUMP THERMOSTAT? G: Gravity W: Water CFM. M: Out. Air Measure N: Not Required Note: This shall be no S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes ELECTRIC HEAT? — O: Occupancy C: Cooling Isolation Zones. P: Variable Pitch ✓AV_ MINIMUM POSITION CONTROL? Sensor B: Both V: VFD SIMULTANEOUS HEAT/ COOL? Y: Yes M: Manual Timer O: Other C: Curve - -- N: No HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM PIPE INSULATION REQUIRED? PIPEIDUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPACE 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page: 18 of 26 B: Air Balance A: Auto A: Air Enter Outdoor Air C: Outside Air Cert. G: Gravity W: Water CFM. M: Out. Air Measure N: Not Required Note: This shall be no D: Demand Control EC: Economizer less than Col. H on N: Natural Control See Section MECH-3. 144e3 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page: 18 of 26 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2� PROJECT NAME DATE 6/6/04 SDA Golden Feather Church Storage Building CHILLER AND TOWER SUMMARY D BO SU Energy Factor Standby TANKINSUL. - System Name Efficiency Tons PUMPS Rated input Equipment Name . Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. Drive Eff. Pump Control 'Drive Eff. Dayton Constant Volume Draw -Through none none D BO SU Energy Factor Standby TANKINSUL. - System Name System Type Distribution Type Qty Rated input Vol. (Gals.) or Recovery Efficiency Loss or Pilot BHP Motor Eff. Drive Eff. CFM BHP Motor Eff. 'Drive Eff. Dayton Constant Volume Draw -Through none none Ext. R -Val. CENTRAL SYSTEM RATINGS HEATING COOLING Aux. '. System Name System T Qty-F36,450 ut kW Eff.' Output Sensible Efficienc Economizer Type Dayton Unit Heater 1 0.0 81°%AFUE 0 0 /a No Economizer STEM FAN SUMMARY CENTRAL SY SU L AN RETUR FAN System Name Fan Type Motor Location CFM BHP Motor Eff. Drive Eff. CFM BHP Motor Eff. 'Drive Eff. Dayton Constant Volume Draw -Through none none EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page: 19 of 26. IMECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-21 PROJECT NAME__ _ _ _ _ _ I DATE EXHAUST FAN SUMMARY CFM Motors Drive CFM BHP Eff. I Eff. BASEBOARD Type Output EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 of 26 Room Name qty. CFM BHP Motor Eff. Drive Eff. Room Name qty. CFM BHP Motor Eff. Drive Eff. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 of 26 jMECHANICAL VENTILATION MECH-3 PROJECT NAME DATE SDA Golden Feather Church Storage Building I 6/6/04 MECHANICAL VENTILATION a ©© a o o. a o o a o AREA BASIS OCCUPANCY BASIS REQ'D O.A. (MAX OF D OR G) DESIGN OUTDOOR AIR CFM VAVTRANS- MIN. RATIO FER AIR ZONE/SYSTEM COND. AREA (SF) CFM PER SF MIN. CFM (B x C) NO. OF PEOPLE CFM PER PERSON MIN. CFM (ExF) Storage Room 864 0.15 130 130 130 Undefined System Total 130 130 C Minimum Ventilation Rate per Section 121, Table 1-F. E Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. I I Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. l K Must be greater than or equal to (H minus 1), and, for VAV, greater than or equal to (H -J). EnergvPro 3.1 By EnergvSoft User Number: 3035 Job Number: 1735 Page:21 of 26 MECHANICAL SIZING AND FAN POWER MECH4 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: COOLING HEATING OUTDOOR DRY BULB TEMPERATURE (APPENDIX C) 104 OF 25 °F OUTDOOR WET BULB TEMPERATURE (APPENDIX C) 7 of INDOOR, DRY BULB TEMPERATURE SEE ASHRAE CHAPTER 8, 1993 74 °F 70 OF OR APPENDIX B 2. SIZING: DESIGN OUTDOOR AIR ROOM LOADS - RETURN VENTED LIGHTING RETURN AIR DUCTS RETURN FAN SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR 130 CFM (MECH 3; COLUMN 1) 4,153 12,343 0 617 0 0 617 TOTALS 17, 742 1.21 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) - 21 468 6,229 _ 14.29 n/a 715 .0 0 715 21; 956 1.43 31,397 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) 01 1 36,450 Btu / Hr Btu / Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN 0 FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.000 K .o EFFICIENCY MOTOR I DRIVE 40.0%1 97.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. 0 NUMBER OF FANS 1 a PEAK WATTS BxEx746/(CXD) CFM (Supply Fans) 0 TOTALS 0 TOTAL FAN SYSTEM POWER DEMAND 0.000 WATTS / CFM Col. F / Col. G . EnergyPro 3.1 By EnergySofl User Number 3035 Job Number: 1735 Page:22 of 26 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 SYSTEM NAME Undefined System FLOOR AREA 864 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: COOLING HEATING OUTDOOR DRY BULB TEMPERATURE (APPENDIX C) 104 OF 25 °F OUTDOOR WET BULB TEMPERATURE (APPENDIX C) 7 of INDOOR, DRY BULB TEMPERATURE SEE ASHRAE CHAPTER 8, 1993 74 °F 70 OF OR APPENDIX B 2. SIZING: DESIGN OUTDOOR AIR ROOM LOADS - RETURN VENTED LIGHTING RETURN AIR DUCTS RETURN FAN SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR 130 CFM (MECH 3; COLUMN 1) 4,153 12,343 0 617 0 0 617 TOTALS 17, 742 1.21 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) - 21 468 6,229 _ 14.29 n/a 715 .0 0 715 21; 956 1.43 31,397 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) 01 1 36,450 Btu / Hr Btu / Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN 0 FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 0.000 K .o EFFICIENCY MOTOR I DRIVE 40.0%1 97.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. 0 NUMBER OF FANS 1 a PEAK WATTS BxEx746/(CXD) CFM (Supply Fans) 0 TOTALS 0 TOTAL FAN SYSTEM POWER DEMAND 0.000 WATTS / CFM Col. F / Col. G . EnergyPro 3.1 By EnergySofl User Number 3035 Job Number: 1735 Page:22 of 26 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies FXI §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. a§ 115(a) Fan type central furnaces shall not have a pilot light. a§ 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with r Standards Section 123. §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: lX § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut- off" feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; . or 0 § 122(e)1B An occupancy sensor to control the operating period of the system; or u § 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. a§ 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. [XI § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. , f N EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:23 of 26 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 Description Designer Enforcement Ventilation FX] § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. L^J § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. § 1440 All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. 0 § 121(f)l Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or IAI § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or , Q /V (� § 121(04 Another method approved by the Commission. Service Water Heating Systems § 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. v /� § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. R § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0:75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). L- EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:24 of 26 ROOM HEATING PEAK LOADS Project TitleDate SDA Golden Feather Church Storage Buildin 6/6/04 Room Information Desion Conditions Room Name storage room Time of Peak Jan 12 am Floor Area 864 Outdoor Dry Bulb Temperature 25OF Indoor Dry Bulb Temperature 70°F 1056.0 Conduction Area X x X x X X X x X X X X x X X X X x X X X X X X X X x X x X X X x x X X X X X U -Value x x X X x x X X x X x X X X X X X X X X X X x X X X x X X X x x X x x X X X x perimeter = 120.0 864.0 0.0306 1056.0 0.0655 80.0 0.5811 64.0 0.8700 AT of Btu/hr 5,400 1,189 3,110 2,092 2,506 Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: I 14,2971 Infiltration: `Schad 00 1 X Air Sensible x Area864 X Ceiling Height ACH .00 60] x AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 14,297 IE31 By EnergySoft User Number: 3035 Job Number: 1735 Page: 25 of 26 gy I._ r ROOM COOLING PEAK LOADS (Project Title Date L SDA Golden Feather Church Storage Building 6/6/04 ROOM INFORMATION DESIGN CONDITIONS Room Name storage room Time of Peak Jul 4 pm Floor Area 864 Outdoor Dry Bulb Temperature 103 `k Indoor Dry Bulb Temperature 74OFOutdoor Wet Bulb Temperature 71 OF Conduction R-30 Roof R.30.2x4.24 R-19 Wall (W.19.2x6.16 doll wo Metal Door R-19 Wall (W.19.26.16 r- -- Double Metal Clear Default R-19 Wall (W.19.2x6.16 R-19 Wall (W.19.24.16 P Area X X X X X X X X X U -Value 864.0 0.0306 160.0 0.0655 80.0 0.5811 336.0 0.0655 64.0 0.8700 224.0 0.0655 336.0 0.0655 0.492 (Southwest) 8.0 198 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain X X X X X X X X DETD t = = = = = = 50.5 30.4 30.3 45.3 18.6 41.9 29.5 8.0 198 Page Total Orientation Area X x X x x x x X x X SGF x x x x x x X X X X SC Weighting x X X x X X x X X X Factor = = = = = = = = = (Southwest) (Southwest) 8.0 198 0.779 0.492 8.0 198 0.779 0.492 (Southwest) 8.0 198 0.779 0.492 (Northwest) 8.0 173 0.779 0.393 (Northwest) 8.0 173 0.779 0.393 (Northeast) 8.0 36 0.779 1.493 (Northeast) 8.0 36 0.779 1.493 (Northeast) 8.0 36 0.779 1.493 Page Total Btu/hr 1,334 319 1,407 996 1.038 614 649 6 357 Btu/hr 607 607 607 424 424 335 335 335 3 675 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Light- s 1.o x 864 X o.000 Watts/sgft x 3.41 BtuhMatt x 0.000 = 0 . Qccupants1.0c x 864 X 268 Btuh/OCc. / 20 sgft/OCc. x 1.00 = 1,158 Receptacle 1.0c x 864 x o.43o Watts/sgft x 3.41 Btuh/Watt x 1.00 = 1,268 Process Ledule 1.0 x 864 X 0.000 Watts/sgft x 3.41 BtuhMatt X 11.0000 = 0 Infiltration: 1.00 X 1.068 x 864 x 10.00 x 0.00 /601 x I 301 = Air Sensible Area Ceiling Height ACH T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,4581 Sched. Btu/hr Latent Gain Frac. Area Heat Gain O, ccup na st 1.00 x 864 X 4031 Btuh/occ. I 200 sgft/occ. = 1 741 Receptacle ion x x o.000 Watts/sgft x Btuh/Watt = Process 1.00 x 864 x 0.000 Watts/sgft x 3.413 Btuh/Watt = o Infiltration:chedule � x x x x�/ 6] x AW_ Air La nt Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7 71 EnergyPro 31 By EnergySoft User Number 3035 1735 Page: 26 of 26 x i� TITLE 24 REPORT Title 24 Report for: SDA Golden Feather Church Storage Building Hwy 70 & Detlow Oroville, CA 95965 Project Designer: Michael Mooney , CA Report Prepared By: .Robert A. Mangrum PARADISE MECHANICAL 5655 ALMOND ,STREET PARADISE, CA 95969 (530) 877-8881 Job Number: 1735 Date: 6/6/04 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft Job Number: 1735 User Number: 3035 TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form ENV -1 Certificate of Compliance 3 Form ENV -2 Overall Envelope Method 5 Form ENV -MM Envelope Mandatory Measures 11 Form LTG -1 Certificate of Compliance 12 Form LTG -2 Lighting Compliance Summary 15 Form LTG -MM Lighting Mandatory Measures 16 Form MECH-1 Certificate of Compliance 17 Form MECH-2 Mechanical Equipment Summary 19 Form MECH-3 Mechanical Ventilation 21 Form MECH-4 Mechanical Sizing and Fan Power 22 Form MECH-MM Mechanical Mandatory Measures 23 Room Heating Peak Loads 25 Room Cooling Peak Loads 26 EnergyPro 3.1 By Energysoft Job Number: 1735 User Number: 3035 CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV -1 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 PROJECT ADDRESS .................................................... Hwy 70 & Detlow Oroville —8litig PRINCIPAL DESIGNER - ENVELOPE TELEPHONE Penf# Michael Mooney DOCUMENTATION AUTHOR TELEPHONE ; `............................ ! PARADISE MECHANICAL 530 877-8881ri> ....................... ::use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 1/30/03 864 Sg.Ft. 11 _ BUILDING TYPE © NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION 0 ALTERATION EXISTING + ADDITION METHOD OF ENVELOPE COMPONENT ® OVERALL ENVELOPE PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the document is accurate and complete. DOCUMENTATION AUTHOR SIGNATU D Robert A. Man rum Pres ed in this set of construction The Principal Envelope Designer hereby certifies that the propose uilding desigts documents is consistent with the other compliance forms and wor sheets, with thec'i ations, and with any other calculations submitted with this permit application. The proposed building has been de gned to meet the envelope requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer, or I am a licensed architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 13 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE D ATE LIC. # Michael Mooney ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: Optional. Use if default U -values are not used. Choose appropriate version for assembly U -value to be calculated. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:3 of 26 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 (PROJECT NAME SDA Golden Feather Church Storage Building DATE 6/6/04 OPAQUE SURFACES SHGC Glazing Type Location I Comments 1 Window # Surface Framing Type Type Act. Area U -Fac. Azm. Tilt Solar Gains Y/N Form 3 Reference Location / Comments 1 Roof Wood 864 0.031 0 0 R-30 Roof R.30.2x4.24 Storage Room 2 Wall Wood 160 0.065 135 1 90 X11 IR-19Wall .19.2x6.16 Storage Room 3 Door None 80 0.581 135 90 X Hollow Metal Door Storage Room 4 Door 0 135 90 XII I Storage Room 0.70 Wall Wood 336 0.065 225 90 xII IR-19Wall .19.2x6.16 Storage Room _5 6 Wall Wood 224 0.065 315 90 XII IR-19Wall .19.2x6.16 Storage Room 7 Wall Wood 336 0.065 45 90 X11 JR-19Wall .19.2x6.16 Storage Room 8 0.870 45 0.70 Double Metal Clear Default toracie Room I EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. H t. LExt.RExt. Dist. Len. H t. Right Fin Dist. Len. H t. 1 None 0.76 FENESTRATION SURFACES 2::N—one 0.76 Site Assembled Glazing n Check box if Building is— 100,000 sqtt of GFA ana — iu,uuu sqn venicai giazmg rnen NFKG Gerancauon Is requueu. C ...., KMDr inn -CP Dr—A"roc and crnhmif PIFRC I ahol Carfifirata Fnrm # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location I Comments 1 Window 8 0.870 225 0.70 Double Metal Clear Default —Storage Room 2 Window 8 0.870 225 0.70 Double Metal Clear Default _Storage Room 3 Window 8 0.870 225 0.70 Double Metal Clear Default —Storage Room 4 Window 8 0.870 315 0.70 Double Metal Clear Default tore a Room 5- Window 8 0.870 315 0.70 Double Metal Clear Default tora a Room 6 !Window 8 0.870 45 0.70 Double Metal Clear Default tora a Room 7 Window 8 0.870 45 0.70 Double Metal Clear Default tors a Room 8 (Window 8 0.870 45 0.70 Double Metal Clear Default toracie Room I EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. H t. LExt.RExt. Dist. Len. H t. Right Fin Dist. Len. H t. 1 None 0.76 2::N—one 0.76 I None 0.76 _3 4 None 0.76 5 None 0.76 6 None 0.76 _ 7 None 0.76 8 None 0.76 EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number:1735 PageA of 26 v OVERALL ENVELOPE METHOD Part 1 of 6 ENV -2 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 WINDOW AREA TEST IF -55 FT IF>55FT A. DISPLAY PERIMETER Q ft X 6 = sf DISPLAY AREA B. GROSS EXTERIOR WALL AREA 1 200 sf X 0.40 = 48 sf 40% AREA C. GROSS EXTERIOR WALL AREA 1.2 sf X0-10= 12 sf MINIMUM STND. AREA D. ENTER LARGER OF A or B 43 �— 48d sf MAXIMUM STND. AREA E. ENTER PROPOSED WINDOW AREA GROSS 6, sf PROPOSED AREA F. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area = 5.33% IF E IS GREATER THAN D OR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 6. 1. IF E GREATER THAN D: MAXIMUM PROPOSED WINDOW STANDARD AREA WINDOW AREA ADJUSTMENT FACTOR GO TO PART 6 TO CALCULATE ADJUSTED AREAS. 2. IF LESS THAN C: MINIMUM PROPOSED WINDOW STANDARD AREA AREA ADJUSTMENT FACTOR 120 64 = 1.875 GO TO PART 6 TO CALCULATE ADJUSTED AREAS. ATRIUM HEIGHT 1 Q FT 0 PROPOSED SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 6. 1. IF PROPOSED SKYLIGHT AREA >= STANDARD SKYLIGHT AREA: SKYLIGHT STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR GO TO PART 6 TO CALCULATE ADJUSTED AREAS. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:5 of 26 IF -55 FT IF>55FT 0.101X 0.05 X 1 864 =F 43 STANDARD % GROSS STANDARD ROOF AREA SKYLIGHT AREA 0 PROPOSED SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 6. 1. IF PROPOSED SKYLIGHT AREA >= STANDARD SKYLIGHT AREA: SKYLIGHT STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR GO TO PART 6 TO CALCULATE ADJUSTED AREAS. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:5 of 26 OVERALL ENVELOPE METHOD Part 2 of 6 ENV -2 PROJECT NAME DATE 6/6/04 F1 n FH STANDARD AREA' (Adjusted) PROPOSED UA (F X G) 864 0.057 49.2 AREA HEAT CAPACITY U- FACTOR TABLE VALUES 0.084 UA (B X D) ASSEMBLY NAME (e.g. Wall -1, Floor -1) Y N Roof 864 1.77 0.031 0.490 ❑ 26.4 'Front Wall 160 3.23 0.065. X ❑ 10.5 Left Wall 336 3.23 0.065 X❑ ❑ 22.0 r Window 8 7.4 0.870 ❑ 7.4 7.0 Window 8 0.870 ❑ X❑ 7.0 Window 8 0.870 ❑ X 7.0 Back Wall 224 3.23 0.065X❑ ❑ 14.7 Window 81 0.870 ❑ IN 7.0 Window 8 0.870 ❑ X❑ 7.0 r Right Wall Window 336 3.23 0.065 X❑ ❑ 22.0 8 0.870 ❑ ❑X 7.0 Window 8 0.870 ❑ X 7.0 _Window 8 0.870 ❑ ❑X 7.0 ❑ ❑ ❑ ❑ ❑ ❑ _ I ❑ ❑ L ❑ ❑ ❑ ❑ I- I ❑ ❑ 11 El II ❑ ❑ ❑ ❑ DATE 6/6/04 F1 n FH STANDARD AREA' (Adjusted) U -FACTOR UA (F X G) 864 0.057 49.2 160 0.084 13.4 315 0.084 26.5 15 0.490 7.4 151 0.490 7.4 15 0.490 7.4 210 0.084 17.6 15 0.490 7.4 151 0.490 7.4 315 0.084 26.5 15 0.490 7.4 15 0.490 7.4 151 0.49C 7.4 If Window and/or Skylight Area Adjustment is Required, Column E shall be 151 This Page Total 192 use Adjusted Areas from Part 6 of 6. no greater than Column H 151 Building Total 192 EnergyPro 3.1 By EnergySofl User Number: 3035 Job Number: 1735 Page:6 of 26 OVERALL ENVELOPE METHOD Part 3 of 6 ENV -2 PROJECT NAME SDA Golden Feather Church Storacle Buoldona DATE 6/6/04 VERALL HEAT GAIN FROM CONDUCTION A] oaa a o 0 o a o PROPOSED STANDARD _ TABLE HEAT HEAT ASSEMBLY NAME HEAT U- VALUES GAIN AREA' U- G�A�IN (e.g. Wall -1, Floor -1) AREA TF CAPACITY FACTOR Y N (BxCxE) (Adjusted) FACTOR TF GxHxl) Roof 864 49 1.77 0.031 ❑ 1,294 864 0.057 49 2,413 Front Wall 1601 49 3.23 0.065 X❑ ❑ 1 513 160 0.0841 49 659 Left Wall 336 49 3.23 0.065X❑ ❑ 1,078 315 0.084 49 1,297 Window 8 49 0.870❑ X❑ 341 15 0.490 49 360 Window 8 49 0.870❑ X❑ 341 15 0.490 49 360 Window 8 49 0.870 ❑ 0 341 15 0.490 49 360 Back Wall 224 49 3.23 0.065 a ❑ 718 210 0.084 49 864 Window 8 49 0.870 ❑ ® 341 15 0.4901 49 360 Window 8 49 0.870 ❑ ® 341 15 0.490 49 360 Right Wall 336 49 3.23 0.065 ®❑ 1,078 315 0.084 49 1,297 Window 8 49 0.870 ❑ ❑X 341 15 0.490 49 360 Window 8 49 0.870❑ X❑ 341 15 0.490 49 360 r Window 8 49 0.870 ❑ 341 15 0.490 49 360 IL I ❑ ❑ ❑ ❑ El El ❑ ❑ — ❑ ❑ D El ❑ ❑ 1_ El El El El El El El 1:1 r ❑ ❑ El El ❑ ❑ _ Tj ❑ ❑ _ 1' If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 6. L_— 7,409 9,410 Subtotal Subtotal 1 EnergyPro 3.1 By EnergySofl User Number: 3035 Job Number: 1735 Page:7 of 26 OVERALL ENVELOPE METHOD Part 4 of 6 =ENV -2 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 OVERALL HEAT GAIN FROM RADIATION OPAQUE SURFACES n n n n a o© a o o a 2,090 3,897 SUBTOTAL SUBTOTAL �„ EnergyPro 3.1 By EnergyPro User Number: 3035 Job Number: 1735 Page:8 of 26 PROPOSED STANDARD [ASSEMBLY NAME ,egg. Roof -1) AREA SF WEIGHTINJ FACTOR U- FACTOR Absorp HEAT GAIN (BxCxDxExF) AREA* (ADJUSTED) U -Factor Absorp HEAT GAIN (CxDxHxlxJ) Roof 864 127 0.89 0.031 0.70 2,090 864 0.057 0.70 3,897 I I i I i I, f I s I (--- - i i i -- I f r L 2,090 3,897 SUBTOTAL SUBTOTAL �„ EnergyPro 3.1 By EnergyPro User Number: 3035 Job Number: 1735 Page:8 of 26 OVERALL ENVELOPE METHOD Part 5 of 6 ENV -2 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 OVERALL HEAT GAIN FROM RADIATION FENESTRATION SURFACES FA n nnno©oa a o©o PROPOSED STANDARD WINDOW/SKYLIGHT NAME e.g. Wind -1, Sky -1) ORIENT. WEIGHTING FACTOR AREA SF SHGC OVERHANG Column I must be less than column M HEAT (BxCxDxExH) AREA* (ADJUSTED) RSHG (or SHGC**) SF HEATTQGAIN (BxJxKxL) H V I H/V I OHF Window S 1.19 6 127 0.70 l -_ EnergyPro 3.1 By EnergySoft User Number: 3035 846 15 0.47 127 1,065 S 1.19 8 127 0.70 846 15 0.47 127 1,065 _Window 'Window S 1.19 8 127 0.70 8,461 151 0.47 127 1,065 Window W 1.17 8 127 0.701 1 832 15 0.47 127 1,048 Window W 1.17 8 127 0.70 832 15 0.47 127 1.048 Window N 'Window N f -- �Window N 0.55 0.55 0.55 8 8 127 127 127 0.70 0.70 0.70 39 391 391 15 15 15 0.61127 0.61127 0.61 127 639 639 639 I r I I r— 1 �v I— r -- r r— t I C " Only SHGC is used for Skylights Part 3 Subtotal 7,409 Part 4 Subtotal 2,090 Part 3 Subtotal 9,410 Part 4 Subtotal 3,897 'If Window and/or Skylight Area Adjustment is Required, use Column I must be less than column M Part 6 Subtotal 5,377 Part 6 Subtotal 7,209 i Adjusted Areas from Part 6 of 6. 14 876 Total Heat Gain 20 516 l -_ EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:9 of 26 OVERALL ENVELOPE METHOD Part 6 of 6 ENV -2 NAME SDA Golden Feather Church Storage Buildi DATE 6/6/04 [WINDOW AREA ADJUSTMENT CALCULATIONS ❑ CHECK IF NOT APPLICABLE (See Part 1 of 6.) ORIENTATION E❑ F❑ ❑G WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (D X E) ADJUSTED WALL AREA B - (F + C) WALL NAME (e.g. Wall -1, Wall -2) GROSS AREA DOOR AREA WINDOW AREA N I E I S JW Front Wall ❑ 0 ❑ ❑ ❑ ❑ X❑ ❑ ❑ ❑ ❑ [XI X❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ El El El El ❑❑❑❑ ❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑ 240 80 0 1.875 0 320 Left Wall 360 0 24 1.875 45 315 _ Back Wall 240 01 16 1.875 30 210 Right wall 360 0 24 1.875 45 315 -- TOTALS 1 1 1,2001 801 64 N/Al 1201 1,16 SKYLIGHT AREA ADJUSTMENT CALCULATIONS D CHECK IF NOT APPLICABLE (See Part 1 of 5.)SKYLIGH A❑ r ROOF NAME (e.g. Roof -1, Roof -2) ❑B GROSS AREA SKYLIGHT AREA D❑ ADJUST. FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (C X D) ADJUSTED ROOF AREA (B - E) --- TOTALS N/A EnergyPro 31 By EnergySoft User Number 3035 Job Number: 1735 Page: 10 of 26 ENVELOPE MANDATORY MEASURES ENV -MM PROJECT NAME DATE SDA Golden Feather Church* Storage Building 6/6/04 DESCRIPTION Designer Enforcement ❑X §i18(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. u §118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. § 117(a) All Exterior Joints and openings in the building that are observable sources of air V / leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. I §116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). JAI § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. n §1`18(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between.framing members. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:11 of 26 CERTIFICATE OF COMPLIANCE Part 1 of 3 LTG -1 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 PROJECT ADDRESS Hwy 70 & Detlow Oroville _ PRINCIPAL DESIGNER -LIGHTING TELEPHONE >ui1 g Pen t ... Michael Mooney DOCUMENTATION AUTHOR TELEPHONE ayt?ae??;#?zs? PARADISE MECHANICAL 530 877-8881 usa<<€ GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 1/30/031 864 sq.Ft. 11 BUILDING TYPE ❑X NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION [K ALTERATION EXISTING + ADDITION METHOD OF LIGHTING COMPLETE BUILDING ® AREA CATEGORY ❑ TAILORED ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATOR DATE Robert A. Mangrum The Principal Lighting Designer hereby certifies that the propose''ilding design r pres d in this set of construction documents is consistent with the other compliance forms and wor heets, with the eci ations, and with any other calculations submitted with this permit application. The proposed uilding has been designed to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146 or 149 of Title 24, Part 6. Please check one: L I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE DATE LIC. # Michael Mooney LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LTG -1: Required on plans for all submittals. Part 2 and 3 may be incorporated in schedules on plans. LTG -2: Required on all submittals. LTG -3: Optional. Use only if lighting control credits are taken. LTG -4: Optional. Use only if Tailored method is used. LTG -5: Optional. Use only if Tailored method is used. EnergyPro 3.1 By EnergySoft User Number 3035 Job Number: 1735 Page: 12 of 26 LIGHTING COMPLIANCE SUMMARY Part 2 of 3 LTG - PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 INSTALLED LIGHTING SCHEDULE LAMPS I BALLASTS 11 Luminaire r --Lam Code LUMINAIRE DESCRIPTION TYPE DESCRIPTION # watts Lamp DESCRIPTION # + # t3allast Watts Total Watts CONTROLS FOR CREDIT CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming, etc.) LUMINAIRES CONTROLLEDNDFE7O FIEIQ TYPE # OF LUMINAIRES NOTES TO FIELD - For Buildina Department Use Only Subtotal from this Page 0 Lighting Schedule on Plans Shows Exterior Lighting Meets Total n Portable Lighting (From LTG -1) L J Efficacy and Control Requirement of S30(c) Less Control Credit Watts (From LTG -3) Control Requirements of gat (f) Adjusted Actual Watts 0 iMANWA I VKTAU 1 UMA 11\. %.VN 1 RVLQ .................... CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Exterior, etc.) SPACE CONTROLLED NOTE:>Tt3 FIELD CONTROLS FOR CREDIT CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming, etc.) LUMINAIRES CONTROLLEDNDFE7O FIEIQ TYPE # OF LUMINAIRES NOTES TO FIELD - For Buildina Department Use Only LIGHTING COMPLIANCE SUMMARY Part 3 of 3 LTG -1 NAME DATE SDA Golden Feather Church Storaqe Buildinq 1 6/6/04 1 FA] a o 0 T > A] © x 0 0 0 0 LUMIN. TASK # OF TOTAL TOTAL RnnM if PARTARLE LIGHTING # OF WATTS PER AREA TASK AREA (SF) WATTS TABLE 1C - PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET ROOM # TOTAL AREA OR ZONE ID (SF) TOTAL 0 BUILDING SUMMARY BUILDING TOTAL Designer needs to provide detailed documentation that the lighting level provided by the overhead lighting meets the needs of the space. The details include luminaire types, CU, and mounting locations relative to work areas. TOTAL AREA (SF) (FROM TABLES 1A+1B+1C) TOTAL WATTS (FROM TABLES 1A+1B) 864 0 L EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page: 14 of 26 LIGHTING COMPLIANCE SUMMARY LTG -2 PROJECT NAME DATE SDA Golden Feather Church Storaqe Building I 6/6/04 LUMINAIRE NUMBER OF WATTS PER LUMINAIRE CEC DEFAULT Total Watts NAME DESCRIPTION LUMINAIRES(including Ballast Y N" ❑❑ ❑❑ E-1 E-1 ❑❑ 7 E E-1 El El El Subtotal from this Page Building Total Portable Lighting (From LTG -1) Less Control Credit Watts (From LTG -3) Adjusted Actual Watts BUILDING CATEGORY (From Table 1-M) WATTS COMPLETE ALLOWED PER SF BLDG. AREA WATTS WATTS AREA ALLOWED PER SF (SF) WATTS 0.70 864 605 PAGE TOTAL 864 605 BUILDING TOTAL 864 605 AREA WATTS TOTAL ALLOWED WATTS (From LTG -4 or from computer run.) 3.1 By EnergvSoft User Number 3035 Job Number: 1735 Page: 15 of 26 LIGHTING MANDATORY MEASURES LTG -MM PROJECT NAME DATE _ SDA Golden Feather Church Storage Building 6/6/04 DESCRIPTION Designer Enforcement DX § 131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. § 131(d)20verride for Building Lighting Shutoff: The automatic building shutoff system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. § 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. IX § 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. a§ 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. FV --1 § 131(a) Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. L^J § 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. FJ§ 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the,area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. j § 131(f) Control of Exterior Lights: Exterior mounted fixtures served from the electrical panel LA inside the building are controlled with a directional photo cell control on the roof and a corresponding relay in the electrical panel, or uses an astronomical time clock. 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. F] §130(c) Efficacy of Exterior Lights: Exterior mounted fixtures with lamps over 100 Wafts served from the electrical panel inside the building have a source efficacy of at least 60 lumens per Watt, or are controlled by a motion sensor. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page: 16 of 26 CERTIFICATE OF COMPLIANCE Part 1 of 2 MECH-1 NAME DATE SDA Golden Feather Church Storage Building ADDRESS Hwy 70 & Detlow Oroville DESIGNER - MECHANICAL TELEPHONE Robert A. Mangrum (530) 877-8881 'ATION AUTHOR TELEPHONE PARADISE MECHANICAL (530) 877-8881 GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 1/30/03 864 Sq.Ft. 11 BUILDING TYPE NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION 0 ALTERATION ❑ EXISTING + ADDITION METHOD OF MECHANICAL X❑ PRESCRIPTIVE ❑ PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT ❑ ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATOR D E Robert A. Man rum The Principal Mechanical Designer hereby certifies that the propbuilding design r nese in this set of construction documents is consistent with the other compliance forms and wor sheets, with the spec) Ic ns, and with any other calculations submitted with this permit application. The proposed building has been design d to meet the mechanical requirements contained in Sections 110 through115, 120 through 124, 140 through 142, 144 and 145. Please check one: ❑ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, or mechanical engineer or I am a licensed architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. PRINCIPAL MECHANICAL DESIGNER - NAME Robert A. Mangrum SIGN UR DAT Llt \� MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures 41 INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 may be incorporated in schedules on plans. MECH-2: Required for all submittals, but may be incorporated in schedules on plans. MECH-3: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. MECH-4: Required for Prescriptive submittals. MECH-5: Optional. Performance use only for mechanical distribution summary. EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page: 17 of 26 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1 (PROJECT NAME DATE Il SDA Golden Feather Church Storage Building 6/6/04 SYSTEM FEATURES ,SYSTEM NAME :TIME CONTROL 'SETBACK CONTROL ISOLATION ZONES ;HEAT PUMP THERMOSTAT? ELECTRIC HEAT? ;FAN CONTROL ;VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET :COOLING SUPPLY RESET :HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL i ECONOMIZER TYPE DESIGN O.A. CFM MECH-3, COLUMN I HEATING EQUIPMENT TYPE ;HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION R -VALUE iCOOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN !CEILING/ROOF SPACE VAV SII HEA PI PIPEIE SEAL( MECHANICAL SYSTEMS Undefined System Programmable Switch Heating & Cooling Required n/a n/a n/a Constant Volume No No Constant Tem Constant Tem n/a Air Balance Auto No Economizer 130 cfm Unit Heater 81°%AFUE N/A n/a Dayton Yes Yes Ductless / with Fan n/a Ductless n/a No CODE TABLES: Enter code from table below into columns above. EAT_ PUMP THERMOSTAT? Y: Yes N: No TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch . O: Occupancy Sensor M: Manual Timer H: Heating C: Cooling B: Both Enter Number of Isolation Zones. I: Inlet Vanes P: Variable Pitch V: VF O: Other C: Curve MINIMUM POSITION CONTROL? AULTANEOUS HEAT / COOL? T_ AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural A: Auto G: Gravity A: Air W: Water N: Not Required EC: Economizer 144 er31 See Section Enter Outdoor Air CFM. Note: This shall be no less than Col. H on MECH-3. PE INSULATION REQUIRED? ,UCT INSULATION PROTECTED? -D DUCTS IN CEILING/ROOF SPACE. 3.1 User Number: 3035 Job Number: 1735 8 of 26 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 IPROJECT NAME DATE . AIRIn SDA Golden Feather Church Stora a Ri ldin CHILLER AND TOWER SUMMARY PUMPS Tot. Motor Drive Pump Equipment Name Equipment Type Qty. Efficiency Tons Qty GPM BHP Eff. Eff. Control . QHW BOILERSUMMARY Energy Factor or Recovery Eff iclency Standby Loss or Pilot TANK INSUL. Ext. R -Val. - System Name System Type Distribution Type Qty Rated Input (Gals.) Vol. CENTRAL SYSTEM RATINGS HEATING COOLING _System Name Dayton System Type Unit Heater Qty. 1 Out ut 36,450 Aux. kW 0.0 Eff.' 81 % AFUE Output Sensible 0 0 Efficiency /a Economizer Type No Economizer i System Name Fan Type Dayton Constant Volume EnergyPro 3.1 By EnergySoft User Number: 3035 SUEE FN RETUBAN tEff.�EEfff. Motor 'Drive Motor Location CFM BHP CFM BHP Eff. Eff. Draw -Through I none I none Job Number: 1735 Page:19 of 26. MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2 PROJECT NAME SDA Golden Feather Church Storage Building6/6/04 DATE ZONE TERMINAL SUMMARY VAV TERMINAL BOX TERMINAL FAN BASEBOARD Zone Name Typg Qtv. Min. CFM Ratio Reheat Coil CFM BHP Motor Eff. Drive Elf. Type Output Type DeltaT —System r-- I_ I( i l C i — i EXHAUST FAN SUMMARY Room Name Qty. I CFM BHP Motor Eff. Drive Eff. Room Name Qty. CFM BHP Motor Eff. Drive Eff. C-- EnergyPro 3.1 By Energysoft User Number: 3035 Job Number:1735 Page:20 of 26 MECHANICAL VENTILATION MECH-3 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 MECHANICAL BASIS OCCUPANCY BASIS REO'D O.A. (MAX OF D OR G) DESIGN OUTDOORVAVTRANS. AIR CFM MIN. RATIO FER AIR COND. AREA (SF) o a© NO. OF PEOPLE o a o a o 0 o a AREA BASIS OCCUPANCY BASIS REO'D O.A. (MAX OF D OR G) DESIGN OUTDOORVAVTRANS. AIR CFM MIN. RATIO FER AIR COND. AREA (SF) CFM PER SF MIN. CFM (B x C) NO. OF PEOPLE CFM PER PERSON MIN. CFM (EXF) 864 0.15 130 130 130 Total 130 130 C Minimum Ventilation Rate per Section 121, Table 1-F. E Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. I Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. K Must be greater than or equal to (H minus 1), and, for VAV, greater than or equal to (H -J). EnergyPro 3.1 By EnergySotl User Number: 3035 Job Number: 1735 Page:21 of 26 1 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 SYSTEM NAME Undefined System FLOOR AREA 864 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: DESIGN OUTDOOR AIR ROOM LOADS RETURN VENTED LIGHTING RETURN AIR DUCTS - RETURN FAN SUPPLY FAN SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 130 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN _ a FFAN DESCRIPTION Supply Fan K DESIGN BRAKE HP 0.000 © 0 EFFICIENCY MOTOR I DRIVE 40.0%1 97.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING 104 OF 25 OF 72 OF 74 OF 70 OF 4,153 6,229 12,343 14,297 0 n/a 617 715 0 0 0 0 6171 715 17, 742 21, 956 1.21 1.43 21 468 31,397 0 36,450 Btu / Hr Btu / Hr E❑ NUMBER OF FANS 1 ❑F PEAK WATTS BxEx7"/(CXD) n CFM (Supply Fans) 0 TOTALS 0 TOTAL FAN SYSTEM POWER DEMAND 0.000 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySofl User Number 3035 Job Number: 1735 Page:22 of 26 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME DATE _ SDA Golden Feather Church Storage Building 1 6/6/04 DESCRIPTION Designer Enforcement _ Equipment and Systems Efficiencies LX! §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. rX]§ 115(a) Fan type central furnaces shall not have a pilot light. [X § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. IAI§ 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: A § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut- off" feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or An occupancy sensor to control the operating of the system; or L^J § 122(e)1B g p § 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. LX� § 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. C� § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Fv§ 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. u § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. l v EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:23 of 26 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM rPROJECT NAME DATE SDA Golden Feather Church Storage Building 6/6/04 Description Designer Enforcement Ventilation FXj § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. a§ 122(9 Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. lJ § 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. L^J § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or ,, 11 N § 121(f)4 Another method approved by the Commission. Service Water Heating Systems X❑ § 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. /\ rX u § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. [X § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page:24 of 26 ! 4 ROOM HEATING PEAK LOADS Project Title Date SDA Golden Feather Church Storage Buildin 6/6/04 Room Information Desi n Conditions Room Name storage room Time of Peak Jan 12 am Floor Area 864 Outdoor Dry Bulb Temperature 250E Indoor Dry Bulb Temperature 70OF Conduction Area U -Value AT of Btu/hr iSlab-On-Grade surface Area perimeter = 120.0 X X x X X X X X X X X x x X X X X X X X X X X X X x x x x x x x x X X X X X X x X X X X x X X X X X X X x X X X X X X X X X X X X x x x x x x x x X X X X X X x 45.0 = = = = = = = = = = = = = = = = = = = = — - — - = = = = = = 5,400 IR -30 Roof R.30.2A.24 864.0 0.0306 45.0 1,189 I R ,1.9-Wali_rw.1 s9x6 1,056.0 0.0655 45.0 3,110 Hollow Metal Door 80.0 0.5811 45.0 2,092 ;D.ouble_MetaLClear-nef 64.0 0.8700 45.0 2,506 �_.. �- — r Ij j—_ r _ �_ i r .. r I-- _ t -- Items shown with an asterisk (') denote conduction through an interior Infiltration: 1.00 x 1.068 x chedule Air Sensible Fraction to another room. 864 x 10.00 Ceiling Height 60] ACH Page Total: AT AT 14297 0 TOTAL HOURLY HEAT LOSS FOR ROOM 14,297 L EnergyPro 3.1 By EnergySoft User Number: 3035 Job Number: 1735 Page: 25 of 26 ROOM COOLING PEAK LOADS Project Title SDA Golden Feather Church Storage Building Date 6/6/04 ROOM INFORMATION DESIGN CONDITIONS Room Name storage room Time of Peak Jul 4 pm Floor Area 864 Outdoor Dry Bulb Temperature 103 OF Indoor Dry Bulb Temperature 74`F Outdoor Wet Bulb Temperature 71 OF Conduction Area 864.0 160.0 1. Design Equivalent Temperature Difference.(DETD) ' Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Window Window _ Window Window Window�� Window Window Window U -Value 1 0.03061 x X x X x x x x x DETD 1 = = = = = = = = 50.5 30.4 30.3 45.3 18.6 41.9 29.5 8.0 198 Page Total Orientation Area X X X X X x X X X X SGF X x X x x x x X X x SC Weighting x X X x x X X x x X Factor = = = = = = = = = (Southwest) 8.0 198 0.779 0.492 (Southwest) 8.0 198 0.779 0.492 (Southwest) 8.0 198 0.779 0.492 (Northwest) 8.0 173 0.779 0.393 (Northwest) 8.0 173 0.779 0.393 (Northeast) 8 36 0.779 1.493 (Northeast) 8.0 36 0.779 1.493 (Northeast) 8.0 36 0.779 1.493 Page Total Btu/hr 1,334 319 1,407 996 1.038 614 649 6 357 Btu/hr 607 607 607 424 424 335 335 335 3 675 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 X 864 X o.000 Watts/sgft x 3.41 BtuhlVVatt X 0.000 = 0 L - -- Occu ants 1.0c X 864 X 268 Btuh/occ. / ' 20 sgft/occ. X 1.00 = 1,158 Receptacle 1.0c X 864 x 0.430 Watts/sgft x 3.41 Btuh/Watt X 1.00 = 1,268 Process 1.0c X 864 X 0.000 Watts/sgft x 3.41 Btuh/Watt X 1.00 = 0 Infiltration: �Ehedule x Air Sensible x Area�4 x Ceiling Heigh x ACH /601 X AT AT _ Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,458 Sched. Btu/hr Latent Gain Frac. Area Heat Gain tOccupants 1.00 X 864 X 4031 Btuh/occ. / 200 sgtUocc. e = 1741 jRetacle 10o x x Watts/sgft x Btuh/Watt ;Process 1.00 x aha x 0.000 Watts/sgft x 3.413 Btuh/Watt = o Infiltration: �� x Air xArea � x Ceiling Height 1000 x A 60] x AW = Fr TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1.7411 EnergyPro 3.1 By EnergySoft User Number: 3035 1735 • Page:26 of 26 MASONRY WALLS N E S W 1st Lift . 2nd Lift 3rd Lift 4th Lift 5th Lift stn Lift FIRE WALLS Occu anc , Area, Property) Gypsum Board 1st Layer 2nd Layer Walls Ceiling l NOTES i,lif /0 -3 C "—:L, — a �t COMMERCIAL Vol' 058-560-027 02-3030 GOLDEN FEATHER SDA CHURCH 3861 DETLOW, OROVILLE CONT: CLIFF CRAFT BUILDERS STORAGE BLDG. (D.O.R.C.U.S.) 1 0 JOB FINALED (Date) 5 -MA, Signature A 1� f i i COMMERCIAL Vol' 058-560-027 02-3030 GOLDEN FEATHER SDA CHURCH 3861 DETLOW, OROVILLE CONT: CLIFF CRAFT BUILDERS STORAGE BLDG. (D.O.R.C.U.S.) 1 0 JOB FINALED (Date) 5 -MA, Signature A V=OK O=Not OK - = Not Applicable ' = Not Reedy COMMERCIAL r- Date UNDE FLOOR Plans OK except ft's Date FRAMING (Continued) > oning-Setbacks-Easemen ts-Flood-Slope-Soil Report Sils-Ufer Ground.-Ftg. Depth Ftg., Main;o 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. O.W.V.; fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15, Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except It's 16' Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except It's 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B 1 Date Card B-1 67. Suspended Ceiling -Seismic -Wires -Flet -Light 8 Mech. Date Card B-1 Date Card B -t 68. Stec. Trim & Subpanel; Breaker Sizes &Labels Date ELECTRICAL (Permit) OK except N's 69. Stairs &Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26, Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 0 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Clearance Looked under Floor O Door -Drainage & Wood -Earth Yes 3Q Service Riser Conductors &Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except It's 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HO Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date dard 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: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each time Certificate of Occupancy you visit the job site) _c+.�rT-•.Cirr'7.�-.'•^7`.�'�-^1Y�.T..i.-�.7.�,.-„ti. _,.. . �. �...�._ � ry �.. .. �._� �_ -r `",.s • � _. .. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �u Inspectors -- REV 10192 I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 R4TAo- (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER zOHING BUILDING PERMIT OWNER TELEPHONE 916--534-6792 . OWNERS MAILING ADDRESS P Q_4370, CA 95,916:5 SO. FT. OCC. BUILDING VALUATION n -'ti CONTRACTOR'S NAME ^T T!17 :" rte-' —11; DZRS TELEPHONE v CONTRACTORS MAILING ADDRESS1414 50 r01 -ITEER ' CONSTRUCTIONLENDER % w Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ [ -55 BUILDING ADDRESS Ip 3861 D��V'4 V,�(�y V T41E Energy Plan Checking Fee Q$. `V PERMIT FEE 3161. �r; LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ST0`_1kGE SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system f - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 ORLESS Main Service zo.VA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section'7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class �J /-/l C • Lic. No. r1G'�i0 e� 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 Main Service 200A TO ,uooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( 6 ACC. BLDS. SO 3.5¢ NEW CONST. MULTI -OUTLET NoN...,D, c @7.5q OUR.ET COWELER APPARATUS d IR. EX. OCCU OUTLET OR FIXTURES so p ,.00 BAL .30 Ex. Occup. OFuc s ) PPM.)E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 02 0 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ ' 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier „ Policy Number (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date �-,�/ – 3 gn ur Applicant ❑ Ow Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 storiej in height. I MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee_91-$ occ coNST. TYPE _r TOTAL FEE $ 404 .55 HA D. FE IMP D CV PAR_ ,4 V PD HD SUE This permit is hereby issued under the applicable provisions of the utte County ode and/or Resolutions to do work indi a for ich fees have been paid. B ate 3 AS PERMIT EXPIRES ON 3 D P.te '.'4 `3 u j02.1` Oa ReceiptNo. � �.� � WHITE-D.D.S.-B.D. CA ARY-ASSESS PINK-INSP CT R GOLDE OD -APPLICANT ��a���:•.r»:���4*'� � f�*�s'e•i�leFt�}` L-�+4'rfp"��'��;r':��i;,•�x�ta-��- • ; COUNTY OF BUTTE-DEPARTMENT, OF DEVELOPMENT SERVICES-BUILDI IVISION dN�c.:'. 7 County Center Drive, Oroville, CA 95965 hone (530)538-7541 Fax (530)ASA-40 PERMIT APPLI` ON DATA SHEET OWNER:�(ll (11OQ�JjAe( Y I (j lLASSESSOR PARCEL NUMBERQS. ' S�D ' Proposed Building Use: )) `P0AS /T . ( ,I�p - � Counter Technician: � Date: Items required in order to apply f r a permit[ All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet-stamped and signed, in duplicate ................................ ❑ 9 Plot plan and business license approval from the City of Biggs.'................................... Letter of intent for non-residential buildings................:.................,:..................... = 1 efached'Accessory Building Form filled out by the owner.......:....:..................... Hazardous Material Form.............................................. : .. Other*' �©r1 *' - j Rem 'ing items needed to issue the permit. (May require additional plan review'dpon receipt of the following items.) r r .a3 14. EFees as shown on the attached Schedule of Fees Due Sheet ........................................ ❑ 15. ``Statement of Intent for Non-heated and A/C Buildings ........................:.... ........I� ' '106. Sanitation and plot plan approval from the Environmental Health Department in Ui6* � r� n klikIC 117. City of Chico Plumbing permit ...........................�. ........... lifornia Department of Forestry plan approval maid. Sent. by:� .�.............. '01 1 lanning approval for (A) Use: (B)Parking: (C) arc Check: a�c�8404WO3 d 2 . Contact Land Development about ❑ Improvements, ❑ 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). e'24 Pre-Inspection for required................ Contractor's license information. (Number, Name Style, Classification)...................... Worker's Compensation Carrier and Policy Number..............:.............................. ❑ 25. Owner-Builder Verification (❑ Given to owner, ❑ Mailed to owner)..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement.................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.....,................................................... 0130. ❑ Gra eed, ❑ M. . Tittement o Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.5A s ." r IW" 31. Other: L° When issued Telephone S _ le S a3 5 / r. and hold for pickup. v.lr�l 1/e. b�- t/Zt/ i t'A 13 ektw cf Ge) =- have been informed of the above items and requirem nts for obtaining a bpilding permit. -" tl�4aik�l R� efsG ��%�nS 11-fib (�2 G C�uvr1 pl y e. �vV Applicant:%Q - 1. Index permit application for the above items numbered: - a��c Letter • nal items required O'O3 (5 rac , designer, owner, was advised cf the above data by phone, ail, ❑counter, by - Date: -3 . actor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: (Y\L/ Date: / I I'Z 'OZ Plans approved by: /'I/t(! Date: c7 Structural reviewed by: Date: (O tructural approved by: Date: - Note transfer by: Date: 73 U . 'YellArRuilding Divis n BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER -)Z - 3 03 D APNUS S—S6d— DS -7 Firm Name C4 -o ��'�^/ 1C��rHaa S✓jxlyi-N -Dejj�e Avo/N ris- - Address t' 0 4370 C4dni//LLQ- Nature of Business Contact Person CLQ XG6?2P N111'1-42 Phone # 573-3, 1. Does your business or that of your tennants handle, store, or transport hazardous materials? )KNO DYES &. NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? $ NO 0 YES 891-2727X If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (9165 KftV for a review of the project. 0 Is the business/facility/operation school site? A NO 11 YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? X NO 0 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative L-� 1;—t- ` 4, —0 3 (Signature) (Dare BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, El25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. DThe Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ WRevised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) - SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft:) ...............x $0.03 Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ........... *—x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. TIIERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) *J7. SRA FIRE INSPECTION AND PLAN CHECK 9.00 Rpaid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # &S K- S[o DATE /L/2 2 I 62.. RECEIPT # DATE REC. 3 3'jS7(o� 3� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. DATE_lam —,; 7- /- --P -2, _ Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) .4•, � .✓r� ». .. „�.'-•'^f.+.r•.... .. •. r.. -. .,. --. .. —a < r. ;_►� yei`:r.if�4<�..::«;.:I`.. ,r+ r;l:r•,..,u�:: .�-. v =�; r � `VV i BUTTE. COUNTY SCHOOLS IMPACT FEkCERTIFICATION FORM (One form pe$Bulldln�)'' School District f�Vi I I40- ojl�, Building Department No. (J V A.P. Number Property Owner Property Locatior Subdivision Residential Development -� No of Living Units Commercial/Industrial New Building. Department Lot No. Sq. Footage Mobile Home Addition/ *Supplemental to (Group R) Installation Conversion Permit # '(No foundation inspection): ................................................................................................................... Addition # 0 (moor rians reviewed oy scnooi uistnct rersonnen Dis ict Identification No. ®� U IJOA' 14 V r -V V I (f f, U /�(�_ 1'4•'1 School District certifies that (Street Address) ./T .. i (City) has complied: with the requirements of Resolution No. r / representing;,, (0 �+ square feet. 4 I �/4X"/ � �V V `t • L/V School District Representative Paid by Check # • azL U,5 1 roll t -Remarks: Sq. Footage_,? 6 " / (Including Exterior Roofed Areas) Date 1 (Applicant)_ (Phone Number) "n /(State)) (Zip Code) by payment of 11AB 2926 _ S FULL M TmATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written Prost to the District, in compliance with Government Code Section -66020(a), within 90 days from the date fees are paid. Failureto^submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. % If, subsequent to the School District Representative signing this Butte County Schools IT"" Fee Certification Form; the-Sctiool District is notified by the applicable Local Planning Agency that this project is being reviewed undAhe California Environmental Quality Act (CEO A), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! Owner's Name: 65,_,�vg y Faor�/�,n Ste. w,.r _x �O✓ i�r CN"Date z 2 G — ?� Assessor Parcel Number: &13'g—� 0 --M7 Building Permit Number: D z-3,030 Occupancy of Building: Si o2��� Ili D�yAnir°.� I hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 5. The lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Division. Signature of the Building Owner: Z Mailing Address:ice, 0„ B ola 43 7 O �ii2® v. ��,�;, R s--9 6 Telephone Number: 5 3 3-3s-9 V October 18, 2002 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Truss Design, D.O.R.C.U.S. Storage Bldg, APN 058-210-103 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerely, P.E. 0 October 18, 2002 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Truss Design, D.O.R.C.U.S. Storage Bldg, APN 058-210-103 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerely, CDF FIRE SAFE REQUIREMENTS 02--3036 �461 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which .equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. N] 1272.00 Maintenance of Defensible Space. To ensure continued 1, maintenance of properties in conformance with these standards and -measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards �C1 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000' pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. tfj 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3--, -ice AP # PERMIT # NAME (�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�3 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 'J 1276.01 Setback for Structure Defensible Space. 7 1. All parcels 1 acre ai,d larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ J 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [f]i 1276.02 Disposal of Vegetation and Fuels. Disposal -,.including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel. modification shall ba completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 .�n AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B.roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 110k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive ! Oroville, California 95965 • Telephone (530) 538-7541 I f;ev. 12/96) APPLICATION AND PERMIT _� PERMIT N0. A SESSOR PARCEL NUMBER ` ^ / ZONING , c BUILDING PERMIT OWNER TELEPHONE F4h,_'_ X67 SO• FT OCC. BUILDING VALUATION OWNER'S NO ApQgES9 CONTRACT IE CONTRACTORS MAILING ADI AI i �. sl CONSTRUCTION LENDER ® LENDERS MAIUNG ADDRESS ARCHTTECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS LOT NO. I SUBDIVISIONS NAME 0(oyl'Ne, e4. c USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other 1 ,-r, TYPE OF WORK New fiY"Addhion ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ MAP *PEP IT FEE PAlb SRA''•r,I . . SHERIFF OTHER AA6VNT RECEMb "Ron EC�ir v NVA%M 5& " TO tE ltJr =HTO COM iT'ER Fireplace PERMIT FEE ---"— — Total Valuation Is Fling Feel 20.00 ' -- Filing Fee $ 20.00 Permit Fee $ — -- Plan Checkin Fee $ — Energy Plan Checking Fee $ PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7 00 S r or heat um water heater 23,00 Water iping 15.00 Each as ater heater or vent 15.00 Gas pipin s in 1 -5 outlets 15,00 Buildin sewer 15.001 Mobile Home I S W @20.001 Ex. OCCU 0 OR FaruREs 20 I'0° SA EX. OCCU OMPP, OR O RESID. EA I 5.00 Tempo arService 23.001. Mobile Home Facilities 20.00 Misc. Wiring 23.0011 Cool PERMIT FEE 11 $ 1 MECHANICAL PERMIT Filing Fee 1 20.00 6.50 PERMIT FEE 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TVPE TOTAL FEE $ HA2. 10. FEES IMP FLOQD CDF I PARCEL I PO, 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 which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date PERMIT FEE $ ELECTRICAL PERMITI Fling Feel 20.00 ' Main Service 000V OR LESS 200A OR LESS 23.001 In Service 200A TO 1000A 1 46.001 N CONST. ( DR S. DWELLWG OCCUP. & ACC. SLDs. SO 3.5CF7, NEW CO 40N-RESIO. MULTFOUTLET _ CIRCUITS @7.501 Ex. OCCU 0 OR FaruREs 20 I'0° SA EX. OCCU OMPP, OR O RESID. EA I 5.00 Tempo arService 23.001. Mobile Home Facilities 20.00 Misc. Wiring 23.0011 Cool PERMIT FEE 11 $ 1 MECHANICAL PERMIT Filing Fee 1 20.00 6.50 PERMIT FEE 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TVPE TOTAL FEE $ HA2. 10. FEES IMP FLOQD CDF I PARCEL I PO, 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 which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION OCT 2 3 2002 y- 7 Count Center Drive • Y Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. I f;ev. t 2/96) e� AS' ESSOA PARCEL NUMBER V l C ZONING BUILDING PERMIT OWNER TELEPHONE _ ,��� SO. FT' OCC. BUILDING VALUATION - OWNER'S NO ADQB_ESS , . — coNrRACT p.s NL ADS U TELEPHONE r 1,53s, CONTRACrORS MAUNO ADDRESS f in CA CONSTRUCTION LENDER ® LENDER S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAUNG ADDRESS BUILDINGADDRESS LOT NO. I SUBDIVISIONS NAME PARCEL USEOFSTRUCIT�URE SF ❑ Duplex ❑ Mobilehome IKOther - - (I SPECIFY TYPE OF WORK New V"Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ *PERMIT FEE PAlb SRA • . SHERIFF OTHER AA bVW P.Lkf f> /5 rlreplace Total Valuatlon $ nun t-ee Permit Fee Plan Checking Fee $ $ $ . Energy Plan Checking Fee S S Main Service PERMIT FEE 23.00 i fI4aln Service PLUMBING PERMIT 46.00i Fling Fee Each Trap S0. 3.5CS 7.00 S r or heat um water heater 1 23.00 ter iping 15.00 cas afar heater or vent ;_h 15.00 s piping s t m 1- 5 outlets 1-5.00 ildin sewer 15.00 Mobile Home 1 S W I . 920.00 20.00 20.00 EX. OCCU PERMIT FEE S ELECTRICAL PERMIT Fling Fee' 20.00 Main Service OOOY OR LESS 200A OR LESS 23.00 i fI4aln Service 200A TO I000A 46.00i N CONST. OR S. DWELLING OCCUR 8 ACC. BLDS, S0. 3.5CS NEW CO NON-RES10. MULTI.OUTLET CIRCUITS @7.501 EX. OCCU I'0°BAL @ 50 �FDCMRES EX. OCCU 5.00Tem "APPLNS. orar ServI 23.001. Mobile Home Fa20.00Misc. Wirin23.001 PERMIT FEE 1 $ MECHANICAL PERMIT Filing Fee 1 20.00 1 6.50 Ventilation PERMIT FEE 1 $ Mobile Home Installation Fee I $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ MAZ. I D. FEES I IMP F4OQ0 I COF I PARCEL I PO I HO 1 SSL: This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE •D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Date (Date) �.i CDF FIRE SAFE REQUIREMENTS 61 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which .equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. �] 1272.00 Maintenance of Defensible Space. To ensure continued, maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, / 1273.07 culverts and other app-.:rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�y 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. Kj 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. 4 AP # PERMIT # NAME (�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 1 less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [�} 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory, buildings from �13 property lines and/or the center of the road. t [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 AP # 102- 36:3z) ��L� �©i� 4 ,4e,, PERMIT # NAME 1 Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10W of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials 3 vQ � 1199 -4 Date Signature Page 3 of 3 r - - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count Center Drive • Y Oroville, California 95965 •Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. I R;ev.1 M6) O ASSESSOR PARCEL NUMBER / ZONINO C 5 ' (3 _ z BUILDINGPERMIT OWNER TELEPHONE w _ ,69 SO. FT OCC. BUILDING VALUATION �t nwNER'S � NO ADO.ESS - '. CONTRACT A' TE ' CONTRACTOR'SM/A`IILIIGN\AD __ �J� CONSITRUCTtON LENDER (ENDER S MNUNO ADDRESS ARCHRECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS LAT NO. I SUBDIVISIONS NAME USEEOFSTRUC)T_URE SF ❑ Duplex O Mobilehome E7 Other elm TYPE OF WORK v New Ii"Addition ❑ Remodel O Utilities ❑ Installation O Other O NO. MAP *PERMT FEE PAID S R� SHERIFF OTHER AAk6VNT RECEWED " TO N rvr 2 "TO COMKIM PERMIT FEE S ELECTRICAL PERMIT Fireplace Main Service 000V OR LESS 200A OR LESS In Service 200A TO IOOOA '— - Total Valuation $ Q� —' 3.50SO.1 Flin Fee $ 20.00 Permit Fee $ — ' - Plan Checking.Fee I $ Temporary Service I 23.00 Mobile Home Facilities 20.00 Energy Plan Checking Fee S S � - PERMIT FEE $ _ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7,001 Sb r or heat ump water heater 23.00 Water iping 15.00 Each as ater heater or vent 15.00 Gas pipinnsi- 5 outlets 1 5.00Buildin s Mobile Home � S 1 W I 1I @20.00; PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service 000V OR LESS 200A OR LESS In Service 200A TO IOOOA 23.00; _ 46.00; N CONST. DWELLING OCCUP. OR aD S. ( d ACC. BLDS. —' 3.50SO.1 NEW CO MULTI.OUTL.ET NON•RESID. t @7.5Cj POWER APPARATUS 6 SINGLE OUTLET CIR. EX. OCCu 0 OR FOCTURES 20 1.00 BAL 4 .50 EX. Occup. FUL APPLNS.OR G REBID. EA I I 5.00 Temporary Service I 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.Ooi , PERMIT FEE 1 $ LC , MECHANICAL PERMIT I Filinb g Fee Fee—220.00 Hood 6.50 _ Ventilation I PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee $ GOD c ' V TOTAL FEE $ ssuE I Y This permit is hereby issued under the app-ricable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT L Date N REVIEW -RESPONSF4 RM In order to expedite the review of yo ans, please complete the following information and return this form with your re submittal. L this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valic response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate you: resp6hse to each item and the location where the information can be found on the plaiWcalcs. . ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WrTH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: Ce, Pili N ASSESSORS PARCEL NUMBER PERMIT NUMBER e,2 zP - 3030 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: C' LOCATION ON PLANS/CALCS: T COMMENTS,L41 „ ;Al _ A - PLAN CHECK ITEM # RESPONSE BY: /f�j- �,lJ r LOCATION ON PLANS/CALCS: COMMENTS: • c COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: a F. It"t; /fW7LZbL— COMMENTS: PLAN CHECK ITEM # — COMMENTS: LVA BY: RESPONSE• . ON gay �i�.. `G� •+lig rv3Ae, CA 95986 Ue. #894080 - #AN REVIEW RESPONSAV ORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. 'By others" is not considered a valid resMnsc. Please u�di; ,, y;, response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER e,2 7 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY:CX�d4/r,,4 Z LOCATION ON PLANS/CALCS: COMMENTS: e� COMMENTS: rc-24 PLAN CHECK ITEM # RESPONSE BY. ',;/ � LOCATION ON PLANS/CALCS: COMMENTS: e� PLAN CHECK ITEM # RESPONSE BY: r LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: f COMMENTS: ` e PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: r COMMENTS: r- , K .o d Di"n s . i zz", r-..� /�;, o iirc��o _ y�� 'P� . C7H4 .('4bf+ u ... IA— j OravW CA N9W �Q Lic. 0394050 PLA REVIEW RESPONSE FAM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER Oma- s�no--- 02'7 02- 363o RESPONSE FOR PLAV CH CK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: IJel ?A-V-� soma .L N S Ar495' 5 WAf 6U lb acs 1Af6 tUtAJ LCIT, PLAN CHECK ITEM # O 3 RESPONSE BY: A& -q 95c// ez LOCATION ON PLANS/CALCS: A11-4 COMMENTS: COMMENTS: CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: February 18, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Golden Feather Seventh Day Adventist Church P.O. Box 4370 Oroville, CA 95965 Assessor Parcel Number: 058-560-027 Building Permit Number:02-3030 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN_ REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Provide a complete code analysis of this structure. Cross out or remove items on the plot plan which apply to the church structure and not to this structure. Provide name of Engineer of Record for this project. All requirements for occupancy are to be detailed on the plans. THE CODE ANALYSIS SUBMITTED IS FOR AN S-2 OCCUPANCY -AN S-2 OCCUPANCY IS FOR NON-COMBUSTIBLE GOODS. SINCE THERE WILL BE COMBUSTIBLE GOODS STORED IN THIS BUILDING THE CORRECT OCCUPANCY IS AN S-1. PLEASE REVISE THE CODE ANALYSIS FOR THE CORRECT OCCUPANCY. 2. Provide plot plan which shows dimensions of building from property lines. BUILDING IS TO BE SHOWN ON THE PLOT PLAN WHICH WAS ORIGINALLY SUBMITTED FOR THE PROJECT AND IS STAMPED AND SIGNED BY THE ENGINEER OF RECORD FOR THE PROJECT. YOU ARE TO INDICATE WHICH PARKING SPACES WILL BE ILLIMINATED FOR ACCESS TO THIS BUILDING. PROVIDE THREE PLOT PLANS, STAMPED AND SIGNED. CURRENTLY, ONLY TWO PLOT PLANS HAVE BEEN SUBMITTED. PLOT PLAN IS TO SHOW ALL IMENSIONS OF THIS STRUCTURE FROM PROPERTY LINES. Sign and return the intent form regarding heating for this building (enclosed). THIS ENERGY FORM MUST BE SIGNED BY THE BUILDING OWNER. IT WAS NOT RESUBMITTED WITH THE PLANS AND OTHER REQUESTED DOCUMENTATION. Please contact the Planning Division regarding requirements for this structure. A use 111 ermit maybe required. (538-7541). 5. lease contact the Land Development Division of Public Works for requirements for this building. (538-7266). 1 of 2 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner CC:Michael Mooney 2 of 2 February 18, 2003 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Golden Feather Seventh Day Adventist Church P.O. Box 4370 Oroville, CA 95965 Assessor Parcel Number: 058-560-027 Building Permit Number:02-3030 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Provide a complete code analysis of this structure. Cross out or remove items on the plot plan which apply to the church structure and not to this structure. Provide name of Engineer of Record for this project. All requirements for occupancy are to be detailed on the plans. THE CODE ANALYSIS SUBMITTED IS FOR AN S-2 OCCUPANCY -AN S-2 OCCUPANCY IS FOR NON-COMBUSTIBLE GOODS. SINCE THERE WILL BE COMBUSTIBLE GOODS STORED IN THIS BUILDING THE CORRECT OCCUPANCY IS AN S-1. PLEASE REVISE THE CODE ANALYSIS FOR THE CORRECT OCCUPANCY. 2. Provide plot plan which shows dimensions of building from property lines. BUILDING IS TO BE SHOWN ON THE PLOT PLAN WHICH WAS ORIGINALLY SUBMITTED FOR THE PROJECT AND IS STAMPED AND SIGNED BY THE ENGINEER OF RECORD FOR THE PROJECT. YOU ARE TO INDICATE WHICH PARKING SPACES WILL BE ILLIMINATED FOR ACCESS TO THIS BUILDING. PROVIDE THREE PLOT PLANS, STAMPED AND SIGNED. CURRENTLY, ONLY TWO PLOT PLANS HAVE BEEN SUBMITTED. PLOT PLAN IS TO SHOW ALL DIMENSIONS OF THIS STRUCTURE FROM PROPERTY LINES. Sign and return the intent form regarding heating for this building (enclosed). THIS ENERGY FORM MUST BE SIGNED BY THE BUILDING OWNER. IT WAS NOT RESUBMITTED WITH THE PLANS AND OTHER REQUESTED DOCUMENTATION. 4. Please contact the Planning Division regarding requirements for this structure. A use permit maybe required. (538-7541). 5. Please contact the Land Development Division of Public Works for requirements for this building. (538-7266). 1 of 2 0 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha -Christy Plans Examiner CC:Michael Mooney 2 of 2 11652 qiu Sk,b-W &/Iyq Phf--- fm/n �,'/ "fA , • Golden December 17, 2002 eventh-day gdventist Church `. O. Box 43 70 — Detfow Rodd Oroviffe, Caffomia 95965 (916) 533-3 4�� BUTTE COUNTY BUILDING PERMIT DEPARTMENT To Whom It May Concern: This is to notify you that the Golden Feather Seventh -day Adventist Church, located at 3861. Detlow Road, Yankee Hill, is in the process of applying for a' construction permit from your office to construct a single structure to house our Community Services that will include storing clothing, non-perishable foods and small appliances to be distributed to our neighbors and families in need in case of disasters such as fires and floods etc. This is also to certify that this structure will not be occupied by any individuals. It will be strictly used for storage and occasional distribution of the above mentioned items. Should you have 40 questions, please contact me. Albert Liescii, Pastor 4 This is to notify you that the Golden Feather Seventh -day Adventist Church, located at 3861. Detlow Road, Yankee Hill, is in the process of applying for a' construction permit from your office to construct a single structure to house our Community Services that will include storing clothing, non-perishable foods and small appliances to be distributed to our neighbors and families in need in case of disasters such as fires and floods etc. This is also to certify that this structure will not be occupied by any individuals. It will be strictly used for storage and occasional distribution of the above mentioned items. Should you have 40 questions, please contact me. Albert Liescii, Pastor November 12, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Golden Feather Seventh Day Adventist Church P.O. Box 4370 Oroville, CA 95965 Assessor Parcel Number: 058-560-027 Building Permit Number: 02- 3030 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NODl-STRUCTURAL COMMENTS: UProvide a complete code analysis of this structure. Cross out or remove items on the plot plan which apply to the church structure and not to this structure. Provide name of Engineer of Record for this project. All requirements for occupancy are to be detailed on the plans. Provide Handicap accessible requirements on the plans. 3. Provide plot plan which shows dimensions of building from property lines. Provide a letter of intent as to how this structure will be used, and what will be stored in this structure. 5. Sign and return the intent form regarding heating for this building (enclosed). Please contact the Planning Division regarding requirements for this structure. A use 0 permit maybe required. (538-7541). Please contact the Land Development Division of Public Works for requirements for this building. (538-7266). , ZProvide interior finish materials for this building. �Provide attic access. l�. Only one set of truss calculations was submitted for this project. Provide second complete set of truss calculations. STRUCTURAL COMMENTS: 1. Approved as submitted. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. 1 of 2 0 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Keith Long, Architect Plans Examiner Plan Review Consultant CC:Michael Mooney 2 of 2 PROJECT PROCESSING RECORD Applicant: _ Owner: A. P. #: �✓�(�0 — Z `� Permit M Work Description: Description of Step or Status Date 3�3 1 r-1 V-�, J. 0 �7, - NON-RESE TFAL PLAN N-jo REVIEW GUIDE Q��v`X'f�nw Owner: %7�_ cjuBuilding Permit Number: 0 a —,?�) Plans Examiner: A. P. Number: (0 S -e S-6 0 -, 0 ;2 7 GENERAL: 1. Plans designed and wet stamped by a California licensed architect or registered engineer. Complete Code Analysis provided. 3. Proper description of work on the application. fY. Special Inspection required for change of occupancy.��,,-j`�aQ 3. oning requirements - Planning Division approval for use and parking. Land Development approval for improvements, drainage, and/or legal parcel. 7. Fire Marshal approval. Environmental Health Department approval — ❑ Kitchen ❑ Pool ❑ H occupancy. 89-)riazardous Materials and Emissions Questionnaire. 0 Building permit valuation. �W Existing violations on the property - Recorded notice of violation. Y. National Flood Insurance Program section 60.3(c)(3) "Require that all new construction and substantial improvements of non-residential within Zones Al — A30, AE, and Ah on the community's FIRM (i) have the lowest floor (inclt" ing basement) elevated F above the base flood level, or (ii) together with attendant utility and sanitary facilities, be designed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy." PLOT PLAN: l Complete parcel size and dimensions. "\ 2. Setbacks, side yard, easements etc. --- Other buildings or strictures. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) OCCUPANCY REQUIREMENTS: Ni.Compliance with specific occupancy requirement. Mixed Occupancies Ratio (Uniform Building Code section 504.3). Occupant loads shall be determined in accordance with the requirements of UBC Chapter 10. In determining the occupant load, all portions of a building shall be presumed to occupied at the same time (UBC section 1003.2.2.2.1). Occupancy Separations (Uniform Building Code section 302). � Area Separations (Uniform Building Code section 504.6). DFire walls due to location on property (Uniform Building Code section 503 and Table 5-A). 7. Maximum height requirements (Uniform Building Code section506 and Table 5-B). 8. Fire Sprinkler System (Uniform Building Code section 904). Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1). X Smoke Control (Uniform Building Code section 905). Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). l 12. Minimum Plumbing Facilities: The total occupant load shall be determined by minimum exiting requirements. The minimum number of fixtures shall be calculated at fifty (50) percent male and fifty (50) percent female based on the total occupant load (Uniform Plumbing Code Table 4-1). Pagel of 2 03Full access to the disabled must be provided for the specific area of remodel, repair or addition. Additionally, 20% of the cost of the project must be invested in access features for the existing area of the building (Title 24). Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 5 National Electrical Code requirements (Medical - Article 517, Assembly -518, Garages - 511, etc.). 6. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). IY8. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 2. Roof drainage (Uniform Building Code section1506). 3. Parapets (Uniform Building Code section 709.4). 4. Floors and walls in water closet compartments and showers (Uniform Building Code section 807). �.. Guardrails (Uniform Building Code section 509). 6. Attic access and ventilation (Uniform Building Code section 1505). Skylights (Uniform Building Code section 2409 & 2603.7). Stages and platforms (Uniform Building Code section 405). Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). 10. Foam plastic insulation (Uniform Building Code section 2602). 11. Glazing in Hazardous locations (Uniform Building Code section 2406). ANS OF EGRESS: 1. General egress requirements: 1.1. The Exit Access (Uniform Building Code section 1004). 1.2. The Exit (Uniform Building Code section 1005). 1.3. The Exit Discharge (Uniform Building Code 1006). 2. . Number of exits (Uniform Building Code Table 10-A). 3. Egress width requirements (Uniform Building Code Table 10-B). 4. Stairway details - landings, rise and run, head clearance, handrails (UBC section 1003.3.3 & CBC 1133B.4.5.3). 5. Multistory buildings must provide access by accessible ramp or elevator CBC 1103B. Accessibility for existing buildings must comply with CBC I I34B. 6. Every corridor and hallway serving an occupant load of 10 or more shall not be less than 44" in width. Corridors and hallways serving an occupant load of less than 10 shall not be less than 36" in width (CBC I133B.3.1). 7. Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). 8. Egress requirements based upon occupancy category (Uniform Building Code section 1007). 9. Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). 10. Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). 11. Aisles and seat spacing (Uniform Building Code section 1440.3.2). 12. Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: 1. Brick or stone veneer (Uniform Building Code section 1403). 2. Energy design compliance and supporting documentation. 3. Special Inspection requirements (Uniform Building Code section 1701): 3.1. ❑ High Strength Bolting. 3.2. ❑ Field Welding. 3.3. ❑ Masonry (full stress). 3.4. ❑ Concrete (f c > 2500 psi). 4. Special Certificates - Mill Certificates. 5. Expansive soil - special foundation design required. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Identify Occupancy and Construction Tflpe on the Application and Permit. 0 Page 2 of 2 • TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal W� ate Clearance for dwelling. Other X.3 b E.FO. SE ON Plot Man AttecMd Fiona Ran Attache Sent to ®.D ! 2_ AP# Supply:^ Public Private Wel Hold final for: Final clearance O.K. for: L' 1r t NOTE: 1-6n (�7 '/O� /'YY�7� A oy� vironmenial Health Specialist 8/96 �S -- 2- (q Date LONGFELLOW L ---UMBER ■ Quality ■ Roof & Truss �, I �EIACoPY Design Floor' Systems (800) 678-.0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue •• Chico, CA 95928-7434 5-3-3- � 71 Customer: Address: �`' y 70 F Job No: ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED• AGENCY Timber Products Inspection, lnc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 L.ONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systei (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S:1_ DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. . . (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber defects to Longfellow immediately. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. I N� Q Al 7) N Q i i Longfellow Lumber Co., Inc. 89 Loren Avenue Chico CA 95928 � Telephone: (530) 893-0112 � Fax' (530) 893-0140 __-_ I Name: CRAFT, Cliff Address: D.O.R.C.U.S. Hwy 70 Detlow Yankee Hill CA Telephone: 24 X 36 Job: CRAF0729 Poe lmdw: N:',Wrek'.Iob, .CRAFU729, - -- - -- Scale: Not to scale 1 Date: 7/29/02 Drawn B :GDA Q IIA1(�7) Q Longfellow Lumber Co., Inc. 89 Loren Avenue Name: CRAFT, Cliff 24 X 36 Chico CA 95928 Address: D.O.R.C.U.S. Hwy 70 .Deflow Job: Yankee Hill CRAF0729 Telephone: (530) 893-0112 CA Fax: (530) 893-0140 Telephone: ���:N:NMM"""' `RAMr29, -- — — – + Scale: Not to scale i Date: 7/29/02 I Drawn STANDARD GABLE END DETAIL,. WIND SPEED $0 MPH, MEAN WALL HEIGHT 15 FT. C 1< DIAGONAL OR L -BRACING REFER TO TABLE BELS 2,4 2 ol2 t;T2,aF-L IXC OR 4X4 � 12 2x3 'TYP. 1 `Z::::::]'VARIES TO COMMON TRUSS 2!_Du MAX PREPARED BY tiluU OFFICE TRUSSES AT 24' O.C. SHEATHING 2X4 LATERAL A A �'�iE BRACING AS S REQUIRED. 'L/'L 3SPL X(. 3X5`` D G/ALLJ) -lam TYPICAL OPTIONAL T.C. NOTCH DETAIL @ 24' O.C. MIN. `;Er1 p CEI LIIJ Er `;.41E}2I1L NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. _"-�_I— CONT. BEARING. LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER �T � C/Jl foR .STFaICI-be/3 AFTER NOTCHING. (y)0 pDTCNIN61 WITNIW 2XOVS014►1(aIE►>f{iFji ( r SPAN TO MATCH COMMON TRUSS. - 'rYPICAL 2X4 L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD SECTION A -A. LATERAL BRACING NAILING SCHEDULE. VERT. HEIGHT. # NAIL AT N END UP TO 7'-0' 2 - 16d 7'-0' - 8'-0" 3 - 16d OVER 8'-6' 4 - i6d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L-BPACE 12 INCH O.C. 5-7-2 19-3-12 10-4-14 15 INCH O.C. 5-1-0 12-4-12 9-5-8 24 INCH O.C. 4-5-4 10-1-7 8-0-3 NOTE: LVERT. HAD BEEN CHECKED FOR 60 14PH WIND LOAD, C I 3.PuRNISH COPY OF THIS DRAWING TO CONTRACTOR MEAN WALL HEIGHT OF 15 FT, AND L/290 DEFL. CRIT. FOR BRACING INSTALLATION. ?.CONNECTION BETWEEN BOTTOM CHORD OF GABLE EIND 4.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, TRUSS AND WALL TO BE PROVIDED BY PRO.'ECT ENGINEER CONSULT BLDG. ARCHITECT R ENGINEER FOR OR ARCHITECT. TEMPORARY AND PER INC OF ROOF SYST - -'� MINIMUM GRADE OF LUMBER T, C. 2X4 No.= 91 DF -L TPI -95 Crli B.C. 2X9 No.•.2.91 OF -L UBC -94 - Webs 2X4 STUD DF -L LOADING L (PSF)0 STIR. INCR.: 15 7 TOP 40 I b DRAWN BY JB BOTTOM 0 110 CHECKED BY: JAI SPACING: Inch O.C. REP. STRESS: YES �nor� o 0 © o c� 5L= M1Tak Industrlas Inc. Ne. cc'.. EXP. 9- . 019 `rte C/ VIL r J U L 0 3 2002 sirles Inc. Z a Ll V. o russ Truss ype - Qty my CRAF0729 Al COMMON 117 1 R7161223 7-4-14 14-0-0 20-7-2 28-0-0 7-4-14 6.7-2 6-7-2 7-4-14 44 - 4 A nn rTT Scale = 1:47.2 4x4 , 3x4 = 3x4 — 3x4 - 44 4x4 :-. 4x4 2-0-0 9-7-4 18-4-12 26-0-0 28-0-0 2-0-0 7-74 8-9-8 7-7-4 2-0-0 LOADING ( SPACING 2-M CSl DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0220 8-10 >999 MI120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.79 Vert(TL) -0.39 8-10 >840 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.07 7 n/a BCDL 7.0 Code UBC97/ANS195 1 st LC LL Min Vdefl = 240 Weight: 123 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 3-8-15 oo purlins. _ BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing -.j WEBS 2 X 4 DF Std -G SLIDER Left 2 X 8 DF SS 3-4-12, Right 2 X 8 DF SS 34-12 REACTIONS pb/size) 1=1019/0-5-8,7=1019/0-5-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=2257,2-3=2257.3-4=1957,4-5=-1957,5-6=-2257,6-7=-2257 BOT CHORD 1-10=2130,9-10=1466,8-9=1466,7-8=2130 WEBS -1-10=399,4-10=572,4-8=572.5-8=-399 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads perTable No. 18.8, UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design vend for use only with Mrrek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. UZI ' d -688Z' ON N July 29,2002 A:1 —aooz 'oc, inr Jo russ Truss type Oty Ply R7161224 CRAP0729 A2 COMMON 2 1 BC 0.51 Vert(TL) -0.29 6-8 >999 BCLL 0.0 Rep Stress Incr NO (optional) Longtenow Lumoer %-o., a1c., 1d116V, - ­­_1TJ, 114-9 14.0-0 19.7-7 2841-0 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24 IN. OF THE HEEL JOINT(S). S7 7 &4 9 Scale = 1:54.4 4 3x6 = 5x6 8x12 II 3x6 % 3 3x6 - 4.00 12 3x6 3x8 3x8 % 2 6x8 % 4% 5x14 \\ 7 4x6 = 3x6 zzz- 5x14 4 3x8 6 4x4 1.5x4 II lel j 12x14`- 3x6 5 3x6 = o 2-0-0 10 3 t 178.15 26-0-0 2s -0 o 2.0.0 8.3.1 7614 83.1 2.0-0 Plat�etsX,Y): [1:0 9-11,0-3-oJ, h:U-11}1 L,V 3-41, I r:-yi, t�.� +,+ �,, t�.� r�,��tf�„ ,�.� „� ., . •- - ,- -., ._.- - . -•- - --• 15:0-10-12,0.3-41 LOADING (psf) SPACING 2-0-0 CSI TC 0.38 DEFL in (loc) I/deft Vert(LL) -0.15 8 >999 PLATES GRIP M1120 2201195 TCLL 20.0 TCDL 10.0 Plates Increase 1.15 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.29 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.10 5 n/a 1 st LC LL Min Ildefl = 240 Weight: 215 Ib BCDL 7.0 Code UBC97/ANSI95 LUMBERBRACING TOP CHORD 2 X 6 OF SS -G *Except' -TOP CHORD • -Sheathed or 4.3-10 oc purlins: ,•- — 1-3 2 X 4 DF No. 1-G, 3-5 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 OF SS -G WEBS 2 X 4 OF Std -G OTHERS 2 X 4 OF Std -G REACTIONS (Ib/size) 1= 2190/0-5.8, 5 - 219010-5-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-5349,2-3--4604,3-4=-4604,4-5=-5349 BOT CHORD 1-8=5105,7-8 _3608, 6-7=3608, 5-6=5105 WEBS 2-8=-1066, 3-8=1201, 3-6-1201, 4-6=-1066 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are 2x4 M1120 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 11, Regular: Lumber Increase- 1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1-5=-14.0 Trapezoidal Loads (plf) Vert: 1 =-120.0-to-3=-170.0, 3= -170.0 -to -5=-120.0 ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTak connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. N ' d -688Z AN Wdl July 29,2002 0:1 —ZOOZ '0C,jnr e 9 12 1 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBj #trusses SP/DF I SPF/HF Up to 32' 4/12 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 6 1 4 Over 60' See a re ister6d professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir — All lateral braces lapped at least 2 Continuous Top Chord Lateral Brace � trusses. Required 10" or Greater Attachment Required - 32 octess Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.tpinst.orgunder the "Publications" link. WARNING:�Failuretofollow these recommendations could result in M severe personal injury or damage to trusses or buildings. -A SCISSORS TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBJ #trusses] SP/DF I SPF/HF Up to 28' 2.5 T 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. OF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Tnn rhnrri Lateral Brac Required 10"orGi Attachmen Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotos ofa properlybraced roofsystem at www.tpinst.orgunderthe "Publications" link. All lateral braces lapped at least 2 —7,/ trusses. /eaa Frame 3 '45o 12 X '45o 12 � 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ,AV All lateral braces lapped at least 2 trusses. ,AV BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 BOTTOM CHORD BOTTOMCHORD DIAGONALBRACE MINIMUM LATERALBRACE SPACING(DBS) SPAN PITCH SPACING (LB) [#trusses] Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ,AV All lateral braces lapped at least 2 trusses. ,AV BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 WARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spares to the web members. 11A greater than 30' by the peak. Approximately Approximately 1/2 truss length 1/z truss length Tag Truss spans less than 30' Line I Spreader Bar Toe In Spreader Bar Toe In Approximately 1/z to 2/3 truss length Less than or equal to 60' Approximately 1/2 to 2/3 truss length Less than or equal to 60' Toe In MECHANICAL INSTALLATION Tag Lifting devices should be connected to Strongback/ Line the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight ofthetruss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo - Tag rary bracing is installed. Line Tag Line Strongback/ Spreader Bar Toe In At or above mid -height 0 Approximately 2/3 to Ya truss length Greater than 60' A 10' 1 10' 2/3 to 3/a truss length Tag Tag Greater than 60' Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR I GROUND BRACING: BUILDING EXTERIOR 1" truss of bra group of truss End brace (ES) Frame 2 ss of braced of trusses 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir s The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. Top chords that are laterally braced can buckle Continuous together and cause collapse if there is nodiago- nal bracing. Diagonal bracing should be nailed Top Chord the underside of the top chord when purlins Lateral Brace are attached to the topside of the top chord. Required Viewphotos ofa properly braced roofsystem at www.toinst.org under the "Publications" link. 10 End diagonals are essential for stability and must be duplicated on both ends of the truss system. 450 Attachmel Required 20'(0@ ) 10T21oc F WARNING: Failure tofollowthese recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos of a properlybraced roofsystem at www. tpinst.org under the "Publications" link. ► � WAsk r �•�' c All lateral braces lapped at least - two trusses. =45° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 5 2 101 \e, 3 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30" or greater 3 1�2 n Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOPCHORD TOPCHORD DIAGONALBRACE MINIMUM LATERALBRACE SPACINGG(DBS) SPAN DEPTH SPACING(LB) [#trusses] SP/DF SPF1HF Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir s The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. Top chords that are laterally braced can buckle Continuous together and cause collapse if there is nodiago- nal bracing. Diagonal bracing should be nailed Top Chord the underside of the top chord when purlins Lateral Brace are attached to the topside of the top chord. Required Viewphotos ofa properly braced roofsystem at www.toinst.org under the "Publications" link. 10 End diagonals are essential for stability and must be duplicated on both ends of the truss system. 450 Attachmel Required 20'(0@ ) 10T21oc F WARNING: Failure tofollowthese recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos of a properlybraced roofsystem at www. tpinst.org under the "Publications" link. ► � WAsk r �•�' c All lateral braces lapped at least - two trusses. =45° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 5 2 101 \e, 3 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30" or greater 3 1�2 n Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. :)i �a This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS b MESSAGE. CAUTION: A CAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder. building contractorlicensedcontractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ingwill most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 • www.tpinst.org industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateralI A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding remov- A properly braced. Do not break bands until bundles al to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses bythebands.lAprohibited. DANGER: Walking on trusses which are lying flat Do not use damaged trusses. is extremely dangerous and should be strictly A Frame 1 MONO TRUSS TOP CHORD TEMPORARY BRACING D/50 SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ [#trusses] SPIDIF I SPF Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 T 10 1 6 Over 42'- 54' 3/12 6' 6 1 4' Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced root system at www.tpinst.orgunder the "Publications" link. PLUMB I I I Truss Depth D(in) 24, \ / pr/esS ,/ X450 12 3 or .......A � e9• ��. V All lateral braces lapped at least 2 trusses. ContinuousTon(hnrri Lateral Brace — Required 4 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Lesser of D/50 or 2" Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1—XV T 96" 2" 8' 108" 2" T OUT -OF -PLUMB INSTALLATION TOLERANCES 10" or Greate J Attachment Required - Length L (in) ........:::::::............... t 1/4 Lesserof U200 or 2" Bow L (in) L (in) .........::::::::::::::::...... ± 1/, Lesser of U200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) 0200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 FELLLuM'BER ONG OW ■ Quality Truss Design ■ Roof & Floor'.Systems (800),678-0112 (5 30) 893-0112 • FAX (530) 893-0140 89 LorenAvenue Chico, CA 95928-7434 Customer: Address: '`�`' y 2:)E 7,/ AN: Co. Job No: 1`7.O-�.C_c.< .5 _ Z �h 3� Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 . _ _. LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof. & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 �u1111L Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS C] Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced -with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. (BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. t Z I Longfellow Lumber Co., Inc. 89 Loren Avenue Name: CRAFT, Cliff 24 X 36 Chico CA 95928 Address: D.O.R.C.U.S. Hwy 70 Dedow. Job: Yankee Hill CRAF0729 Telephone: (530) 893-0112 CA Fax: (530) 893-0140 Telephone: `"" "°'&" C"^'""" ___ _ Scale: Not to scale Date: 7/29/02 Drawn Bv: GDA Q -LLLLLI Al 7) B limnliIGNVIISIq N Q I Z I Longfellow Lumber Co., Inc. 89 Loren Avenue Name: CRAFT, Cliff 24 X 36 Chico CA 95928 Address: D.O.R.C.U.S. Hwy 70 Dedow. Job: Yankee Hill CRAF0729 Telephone: (530) 893-0112 CA Fax: (530) 893-0140 Telephone: `"" "°'&" C"^'""" ___ _ Scale: Not to scale Date: 7/29/02 Drawn Bv: GDA STANDARD GABLE END DETAIL,-' � D D WIND SPEED 80 MPH, MEAN WALL HEIGHT 15 FT. l:Xp, C PRUAKM BY NUNI OFFICE DIAGONAL OR L -BRACING REFER TO TABLE BELLOW2,4 q- ol2 b -*.VF -L Iz4 plz 9X4 12 2x3 'TTP. I Q -VARIES TO COMMON TRUSS 'Z//2 A 11 A SPL 3X5 MAX 2X4 LATE BRACING A REQUIRED.' PAR -TAO-a TRUSSES AT 29. O.C. SHEATHING r RAL S a7) WALL-� 77'�130 TYPICAL OPTIONAL T.C. NOTCH DETAIL @ 24' O.C. MIN. `;Efl D �LIIJ 4i�h �L NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. -•-I—,� � J CONT. BEARING. LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBERS j� �( foI2 Sik�tCtw AFTER NOTCHING. �p gOTWlg4 W1TMl1J 2Xt7yERF14N(a ty1 E&t� SPAN TO MATCH COMMON TRUSS. TYPICAL 2Xi L -BRACE NAILED TO 2Xi VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD SECTION A -A. LATERAL BRACING NAILING SCHGDULE. VERT. HEIGHT. # NAIL AT 0 END. UP TO 7'-0' 2 - 16d 7'-0' - 8'-0" 3 - 16d OVER 8'-6' 4 - 115d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 19-3-12 10-4-14 to INCH O.C. 5-1-0 12-4-12 9-5-8 24 INCH O.C. 4-5-4 10-1-7 8-0-3 NOTE: INERT. HAD BEEN CHECKED FOR 60 MPH WIND LOAO,W C i 3.FURNISH COPY OF THIS DRAWING TO CONTRACTOR MEAN WALL HEIGHT OF 15 FT, AND L/240 DEFL. CRIT. FOR BRACING INSTALLATION. 2�ONNECTION BETWEEN BOTTOM CHORD OF CABLE E\D 4.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, TRUSS AND WALL TO BE PROVIDED BY PRO.,ECT ENGINEER CONSULT BLDG. ARCHITECT—QR ENGINEER FOR OR ARCHITECT. TEMPORARY AND PERG OF ROOF SYS n /1fr MINIMUM GRADE OF LUMBER T. C. 2X4 No.= 91 OF -L TPI -95 Crit. B.C. 2X4 No.'Z 91 DF -L UBC -94- Webs 2X4 STUD OF -L LOADING L (PSF)0 STR. INCR.: IS TOP 40 I (o DRAWN BY JB BOTTOM 0 ;O CHECKED BY; JAI SPACING: 3(o Inch O.C. REP. STRESS: YES MtTek :�dw4L4a -I NC. Cr EXP 9'3()4 9 C��IL BUILDING DIV15iuUi 0 3 200 APPROVED - strles Inc. 0 .�l 9 wox 0 m c CRAF0729 russ I ype - Qty ply COMMON 17 I 1 ' I R7161223 7-4-14 14-0-0 20-7-2 28-0-0 7-4-14 6.7-2 6-7-2 7-4-14 Scale = 1:47.2 44 = 4 A nn rT+S 6x12 Il 10 9 8 6x12 11 44 ; 3x4 - 3x4 — 3x4 - 44 4x4 4x4 c 2-0-0 9-7-4 18-4-12 26-0-0 28-0-0 , 2-0-0 7-7-4 8-9-8 7-7-4 2-0-0 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0220 8-10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.79 Vert(TL) -0.39 8-10 >940 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.07 7 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min Vdefl = 240 Weight: 123 It LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 3-8-15 oc purlins. BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G SLIDER Left 2 X 8 DF SS 3-4-1 Z Right 2 X 8 DF SS 3-4-12 REACTIONS (ittsize) 1=1019/05-8, 7=1019/0-5-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=2257, 23=2257, 34=-1957, 45-1957, 5-0=-2257, 6-7=-2257 BOT CHORD 1-10=2130,9-10=1466,8-9=1466,7-8=2130 WEBS 3-10=-399.4-10=572,4-8=572, 5.8=399 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer— not truss designer. Bracing shown is for lateral suppon of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. WITM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -86 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Macilson, WI 63719 MiTek Industries, Inc. 8/Z 'd-688Z'ON Nd July 29,2002 A:[ 700Z Job russ Truss TypeR7161224 CSI DEFL in (loc) I/deft CRAF0729 A2 COMMON 2 1 Vert(LL) -0.15 8 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 (optional) wnyrenvw Lumoer vv., inc., �nrav, �a. 84-9 14-M 137-7 2B-0-0 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 241N. OF THs 7 7 E HEEL JOINT(S). 8-4.9 Scale =1:54.4 4.00 F12 3x6 5x14 3x8 3x8 % 2 6x8 1204 5x6 3x6 5x14 4 3x8 1.50 II 7 6 4x6 = 4x4 = 1.5x4 11 6x8 3x8 ZZ (� 1Dc14 � 3x6 = d 3x6 2-0-0 I 10-3.1 17.815 I 26.0-0 I?�� 2-0-0 83.1 7514 63 1 2-0-0 ..YI: -9- 1. -3 -1 1 :0• -4 , : -4, - - 3:0• ,E ge , - ,0- . -0 -1- -11, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.15 8 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.29 6-8 >999 BCLL 0.0 Rep Stress Incr NO WS 0.53 Horz(TU 0.10 5 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 240 Weight: 215 Ib LUMBER BRACING TOP CHORD 2 X 6 OF SS -G *Except* TOP CHORD Sheathed or 4-3-10 oc purlins. 1-3 2 X 4 OF No.1-G, 3-5 2 X 4 OF No.1-G . BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOT CHORD 2 X 6 OF SS -G WEBS 2 X 4 OF Std -G OTHERS 2 X 4 OF Std -G REACTIONS (Ib/size) 1 = 2190/0-5-8, 5 = 2190/0-5-8 FORCES (IbI - First Load Case Only TOP CHORD 1-2=-5349,2-3--4604,3-4=-4604,4-5=-5349 BOT CHORD 1-8=5105,7-8-3608,6-7=3608,5-6-5105 WEBS 2-8=-1066,3-8=1201,3-6=1201,4-6=-1066 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are 2x4 M1120 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads BU COUNTY Vert: 1-5-5 =-14.0 Trapezoidal Loads (plf) DIVISION Vert: 1 =-120.0-to-3=-170.0, 3= -170.0 -to -5=-120.0 BUILDING N `v APPROVED ® WARNING - Verify design p—merers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE July 29,2002 Design valid for use only with MITak connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of ' component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addltlonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HI13-81 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. N ' d --688Z' ON 00:1 —ZOOZ MONO TRUSS TOP CHORD TEMPORARY BRACING I I I Truss - SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBd [#trusses] P F PF F Up to 24' 3/12 1 8'1 17 1 12 Over 24'- 42' 3/12 1 7' 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord a web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF- Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buclde together and cause collapse If there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of thetop chord when purlins are attached to the topside of the top chord. PLUMB 2glOr/eSs `\�45° 12 3 or . L e 1'1e� � 6• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace — Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. INSTALLATION TOLERANCES D(in) I I I Truss D(ft) 12" Depth 1' 24" D(in) 2' 36" I I Lesser of 48" 1 1" D/50 or 2" t Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" T 96" 2" 8' 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES 10" or Greate J Attachment Required - Bow Length L (in) -� .......::::::.............. ............::::::...... t ,/4 Lesser of U200 or 2" L (in) L (in) t y4 Lesser of U200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) 0200 L(ft) 200" 1" .16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0: OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer (builder, building contractor, licensedcontractor, erector or erection contractor to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfIoor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. .A CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateralI A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. .A WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Careshould beexercised in banding remov- properly braced. Do not break bands until bundles al to avoid shifting of individual trusses. —1 A are placed in a stable horizontal position. AlAWARNING: Do not lift bundled trusses by bands. DANGER: Walking on trusses which are lying flat Do not use damaged trusses. o is extremely dangerous and should be strictly prohibited. Frame 1 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING SPAN TOPCHORD MINIMUM LATERALBRACE DEPTH SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ [#trusses] SP DF SP HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 1,05 s The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least twotrusses. Top chords that are laterally braced can bucIde together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed tothe undersideof thetopchord when purlins are attached to the topside of the top chord. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Continuous Top Chord Lateral Brace T Required 10" or Greater Attachment Required — 20'(0@ ) 10 Tr 0 21 O.C. SPF/11 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 11 x,49, 11 30 �•�'IS rrtf8ses All lateral braces lapped at least — two trusses. =45° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 o<\eO 10 Continuous Top Chord Lateral Brace Required 10" Attachmer Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 1AWARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. 11A greater than 30' by the peak. Approximately Approximately 1/2 truss length 1/2 truss length Tag Truss spans less than 30' Line I Spreader Bar Toe In Spreader Bar Toe In Approximately 1/2 to 2/3 truss length Less than or equal to 60' 1/s to 2/3 truss length Less than or equal to 60' Toe In MECHANICAL INSTALLATION Tag Lifting devices should be connected to Strongback/ Line the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo - Tag rary bracing is installed. Line Tag Line Strongback/ Spreader Bar Toe In At or above mid -height 2/3 to 3/4 truss length 10' 1 10' 2/3 to 3/a truss length Tag Tag Greater than 60' Line Line GROUND BRACING: BUILDING INTERIOR 1° truss of bra group of truss End brace (EB) Frame 2 GROUND BRACING: BUILDING EXTERIOR 1 Typical vertical attachment ss of braced of trusses CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR 1° truss of bra group of truss End brace (EB) Frame 2 GROUND BRACING: BUILDING EXTERIOR 1 Typical vertical attachment ss of braced of trusses `45o 12 � 4 or greater Bottom chord diagonal bracing repeated at each end of the building,and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOMCHORD BOTTOMCHORD DIAGONALBRACE LATERALBRACE SPACING(DBs) SPACING(LB) [#trusses] SP/QF SPF1HF Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir AV ,AV All lateral braces lapped at least 2 trusses. ,AV BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 0 0) \ _ -- 12 —� 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBS) F#trussesl SP/DF SPF/HF Up to 32' 4/12 1 8' 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional en ineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 Lateral nlBraceuous Top Chord pp Lateral Brace � trusses. Required 32 Ot t/ 10" or Attachment Required - Top chords that are laterally braced can buclde together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are at- tached to the topside of the top chord. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. SCISSORS TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBS) TOPCHORD DIAGONALBRACE SPACING(DBS) # trusses SP/DF I SPF/HF Up to 28' 2.5 T 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -fir Continuous Ton Chnrri Lateral Brac Required 10"orGi Attachmen Required Top chords that are laterally braced can bucide together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least 2 trusses. iess Frame 3 =45a COUNTY BUTTE DEPARTMENT OF PUBLIC WORKS - 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-454 '• CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1372-82 for the following: Use Classification Church Address or Location NIS Detlow Rd. , app 750' S of Hwy 70 Concow Group A'3 occupancy; Type V'N construction. It is hereby certified for the occupancy described above and may be occupied. Date 5/4/83 Director of Pu is Works By POST IN A CON ICUOUS PLACE (Over) ' N.-0 T I C E A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and is not to be removed by other than the Building Inspector. --�1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS � 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle— Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE plceee�-71 BUILDING OR PROPERTY ADDRESS (/ 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. r V Ins ector�yi�..�r'��^— P � - Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 , 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 ` CORRECTION NOTICE S D. 41 1'*b--,vd' BUILDING OR PROPERTY ADDRESS 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 "rection of work is completed. If you have any question pertaining to this ,mraer, or need additional explanation, please contact this office immediately. ri i��iy - ' �. • ��.! "'-'7 t,.iil7 ..r� t .fes s ii 2 to— ✓tr/v I �a i �. 2•C>"�' %YJ A17 L/� .ice � / � Insector� i - � ' '� "+-=-- • P Date 1372-82B,P,E M t.. r PERMIT NO. r _ t PERMIT EXPIRES OWNER GOLDEN FEATHER SEVENTH DAY ADVENTIST CONTR. own Pr ASSESSOR PARCEL 58-21-141 LOCATION_ NIS Detlow Rd. 750'S Hwy 70, Con ow �i Temp. Power Pole Called PG&E C Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (D i Signature//� _ J = OK ' 0 Not OK - = Not Applicable MOBILEHOMES f = Not Ready f.' MISCELLANEO"S Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N' 1, Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3 x- 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) t 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; LocatiorrTest-Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG r 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date _ Card -BI Date Card -BI Date Card -BI Date Card -BI t :Date Card -BI _ Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date POOLS (Plans) OK except q's 1. Setbacks -Easements N. 2. Footings; Size -Spacing -Marriage Line - 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances i 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI • 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI ,. 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed .. 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged - 9. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 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 -BI Date d Card B-1 Date Card -BI Date Card -BI Date Card -BI Date i 3 x- t r N. - i • w r - 5 - V =SOK 0 Not 0: = Not Applicable RESIDENTIAL- (Single and Duplex)' = Not Ready Y Date UNDERFLOO Plans OK except #'s Date FRAMI Continued *41;1- Ry 1. Zo ' requ ments-SetbaKs-Easements roperty Line Firewall & Openings 2. FJW.- sif, So' -St - lec. Grnd.- / /'' Ftg. Depth Qe-Ext. Doors -One 3' -Check Garage -3rd story, 2 exits a 56--9teirsWidth-Headroom-Rise-Run-Landing-Fire Protection 4, Etg. P ood on Roof Overhang -Attic Vents -Rafter Outriggers K Stemwalls, Ma' , St -Bloc uts-Wr e S iding- -Veneer 6. S - - es -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 4.''Glazing Area -Glass Protection -Skylights -Plastic 8. D .-: Fall -Fittings -Test -2 way C/O -Sewer Test y)/Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Card -BI Date rd -BI Date JW, Date'&'-2.17ieard-BI Date C -BI Date r Card -BI Date Car I ,Date - Card -BI Date Date FINAL ns) OK except k's (P Card -BI Dat -7+- Card -BI Date Date PLUM G (Permit) OK except q's Ext. Steps -Door & Sidelight Protection -Landings 17. Smoke Detector 1 . ater Ht.; Vent -Access -Combustion Air 58, Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Water Pipe .& Anchors -Nail Protection .W.V.; Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Yest Tub & Shower, 2nd Floor -Tub Access %-"Slec. Trim & Subpanel; Breaker Sizes -Labels Gas Pipe; Size & Anchors 62. Stairs & Rails -' 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date 22$rd-BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance C -BI ate ��- ?.Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELE ICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper *00"Fixture & Transformer Clearance -Ins. Protection . Mr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- Garage; Above Floor-Mech. Protection AO-In Elec. Receptacles Spacing -Lights &Switches at Doors Jpe-Mb., Elec. & Mech. Equip. Listed for Location Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Rome In talled Close to Edge of Studs & C.J. 7 uip. Ground made up w/Mech. Fasteners -Bond Gas & Water 733.. Guard Rails &Deck Construction -Post Caps 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 26. Subfeed Wire Size ga. Cu o A A.C. Wire Size / ga. Cu o 27. Range Circ. / if/ ga. �u or Oven Circ. / / ga. Cu or At, Insulated Neutral WMyes ❑No 75. Following instld.: Drive es ❑ No; Walks 4D -M ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 39 -1 -Equip. Clearances; Panels-Motors-Mech. Equip. 76. Stucco; Brown -Finish . Unit; Disconnect-Cirnces-Brkr. & Cond. Size -115V Outlet -_ 3 Clothes Closet Light -Shower Light is bove Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ater Well; Disconnect, Electrical, Plumbing Card B-1 Date:/! Y d -BI /Date T�- Y 3 10­55erior Elec. Trim; G.F.I. Receptacle -Underground trot throughout House Card B-1 Date . Card -BI Date T -ass Mass Protection Date MEC ICAL (Permit) OK except N's orrections from Previous Inspections 84. Gas Test -Met s Tagged Gas-Elec 'c ?, 3 A .Ducts; Insulation &Support 85. Water & Sr Connected -C/O to Grade -HD Approval ent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic CaRrel Date Card -BI Date Card -B o _Date r J� -Card-BI Date -- � Card BI Date Card BI Date C BI Date/ g3 Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 3t4-�Sil11; Proper Material & Anchors _ alts; Studs -Nailing, Spacing & Bracing -Plates -Sound _-_3 Bearing Walls over Girders & Floor Nailing_ raft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub _4 4�Header & Beam -Size & Bearing - gers-Post Caps -Anchors -Connectors 4 Cing. Joist-Ritr. Ties-Purlin-Roof Brac. r Shthng.-Ring. 44. Fireplace Ties or Type A Flue -Fire ace Throat _ _ ttic Access: Size omex raft Stop -Ins. Baffles 4¢�. Windows or Exitin dors-Sill Hgt. & Dimensions 47--Glara-ge Fire Protection Framing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - QEPAR;TI:1`ENT OF PUBLIC WORKS 7 County Center Drive - Orovil le, ;, afifornia 95965 - Telephone 916/534-4541 APPS IOAT�,ON AND PERMIT PERMIT f�NO / _. AA' ASSESSOR P CEL NUMBER $ '2� -'-i=Z 14I ZONING A_7__S lW, BUILDING PERMI OWNER r-1 4�bCN C—C—AT e- Sj . D A. TELEPHONE y3 2 - 0. FT. OCC. BUILDING VAA UA ION /�V /y��,�7C( OWNER'S MA ILItG A ES5 _DA UE VV I ayIL� C4- Z` I�•O� CONTRACTOR'S NAME r� V I ELEPHfJNE CONTRACTOR'S MAILI ADDRESS Fireplace CONSTRUCTION LE E UNKNOWN Total Valuation Filing Fee $ 10,00 LENDER'S MAILING ADD ESS Permit Fee $ 3.. r0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ SZI - Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ S• Z.�, Bu"Iy ING ADDRESS 0C 1 � -7S-0 1J W 1� $ or PLUMBING PERMIT Filing Fee 10.00 ® [AJY -7Repair Each Trap 2.00 .CO drainage or vent piping 5.00 t�tico( J Water piping 5-00' LOT NO. SUBDIVISION NAME P RCEL MAP Each qas water heater or vent 5,00 5,00 Gas piping system 1 - 5 outlets 0C) USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other U SPECIFY Building sewer pc7 Lawn sprinkler system 5.00 TYPE OF WORK New R' Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ - 00 ` Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2,50 Z,50 NEW CONST. DWELLING OCCUP.y\ OR ADDNS. ACC. BLDGS. / 20 sq CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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 [y 1, 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 NI -W CO ID R BRA COCIRCTITS I 2.50 ea , 0U NEw CONSTR POWER APPARATUS e NON.RESID. SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES B (.FIXED APPLNS. OR Ex. OCCup.UTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Z -SC) Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate dof 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 5&,0(90 Z ,00 Z --co c 5Y5Tt5nr'1 Cooling s "-L Hood 00 Venti lation 3,0o (0.00 G ' ( 01s> ,ocl ",00 Permit Fee $ .00 Contractor 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. 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 against jd County in equence of the granting of this permit. / X_� A l�'tM..� Date Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3/stories/in eight. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ AS , Occup. GROUP _ ? J I TV OF CONST. �- PARC L PD HD Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT R OF P By the applicable provi- resolutions to do fees have been paid. IC WORKS Date /119 Receipt No. (� / PERMIT EXPIRES Date ^— WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTM>1l;T�SJIrPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE`CALIF.ORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT'APPUCATION DATA SHEET Permit No. I. 2 S- : OWNER � � A. P. No. 9�R/"' o- 14l �' Proposed Building Use C, r*v Permit Fee Based Upon: I Complete Contract Price DPW Valuation TOther (Explain) r Building Inspector Date S- 2.4 rZ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or Issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. . . . . . . . . . . 3. Complete plans in duplicate. /triplicate. . . . . . . . . *�Comlete engineered plans and® .-rp/,P(�,�pTL', , 5�Planps. with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. �8. Fees of $ . . . . . . . . . Letter of signature authorization. . ... . . . . 10.., Sanitation approval from Heath Dept. 1. Planning approval for (A) Use: B) Paar!/Iri�ng:� 7 12, Certificate of Workmen's Compensation Insurance. . . . 13. Contractor's License Information (no., name style, classif,) 1,4//Owner-Builder Verification (Given to owner❑, Mail to owner ❑ ) X15. Improvements may be required./*M/;Vc )5Z01ZA1y4_6&; flec" .1gQXe 4 2,,r r�✓L c e -,sr: Srvrfc� 16. Mobilehome Installation Data. . . . . . .. . s -z4 -ez� 417! Pre -Inspection for 1 ` Required,. Pre -Ins ec. request to (Date) ';,18. Other ���/ ��U� ild'In'ector When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and'hold for pickup at office. Deliver w/inspector. Other )1 Applicant Date ot�- Copy of plans sent Health Dept., Fire Dept., Other Date . iffur During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked abov at t'me of ap I'cation. cir le item.) 1. Index permit for above Items No. 2. Additional items required: ii l v (Contractor esi wne was advised of above required dat Telephone Mail 0th r Plans checked by. Plans aDDroved by Other Copy—DPW Date Date To: Building Department From: Environmental Health s.J Subject:- Sanitation Clearance. Owner Location AP# Plan Approved for: Sewage disposal _ water supply Hold final for: water supply Final clearance O.K. for:. water supply Clearance for bedroom mobile home. Other 0,A Ll,, 11A NOTE Sanitarian Date Return to DPW AGRICULTURAL STATEMENT OF' ACKNOWLEDGEMENT !JFF1C'�' • �zIT. �'"�` t FGR RESIDENTIAL DEVELOPMENT i?U'iE COUNTY .'" 4'.!F ;rCR a W�G:i:::'iE �, Section 26-8.1of the Butte County Code requires this acknowledg en f be recorded prior to issuance of a building permit. �� 22 ELEANOR M. DECKERr+ The property described herein is adjacent to land or included 0 ECORDER within an area zoned for agricultural purposes, and residents of "471r-,2 FEE this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones•which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel'1, as shown on Parcel Map of a portion of the Northeast quarter of Section 34, Township 22 North, Range 4 East, M.D.B. & Me, which map was filed in -the office of the Recorder of the County of Butte, State of California, January 70 1981. in Book 81 of Parcel Maps, at pages 32 and 33. . I Date:- June 4, 1982 -1'+ .\4.^•�, OWNERS:::..-c,�'._ ambot;<.iSecret,ary t State of Caliif-ornia : ) On this the 4th day of June _rte 9-19--82—, . SS. before me, the undersigned Notary -Public, personally County of Contra Usi ) eared own to me to be the person( ) w name( ) subscribed to the within instrument and owledged that executed the'same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal.. Notary Public- -_ -- - _- Present_A.P.._.NO._ - On this .......4th 82 day of . June , in the year one thousand nine .STATE OF CALIFORNIA l .....June E:...Edwards ......................... COUNTY OF::�ontra-'Cosaa . J � hundred and ., before me, a Notary Public, State of California, duly commissioned and sworn, personally i appeared ......R:..,H=,,,Roderick„and„George„Carambot known to me to be theVice-Pres ; „SecX,;.... of the corporation described in and that executed the within instrument, and also known to me to be the person....... who executed the within instrument on behalf of the corporation w therein named, and acknowledged to me that such corporation executed the same .................. ........................................................................................... IN WITNESS WHEREOF I have hereunto set my hand and affixed m... official seal in the ........................ o ty of ... Contra Cos ta-,,......... the day and ..................... .... ........... . OFFICIAL SEAL year in this certificate first ove ritten JUNE E EDWARDS'rn ry.. vii ./ NOTARY PUBLIC - CALIFORNIA a Public, Stateof California ` e CONTRA COSTA COUNTY I'll My comm. expires JAN 4, 1985 This document is only a general form which may be proper for use in simple transactions and in no way acts, or is intended to act, as a substitute for the advice of an attcrrnsy. The publisher does not make env warranty, either express or implied, as to the legal validity of any provision or the suitability of these forms in aanny specific � c tranCU�LN I EL Cowdery's Form No. 28 -Acknowledgment Corporation (C. C. Secs. 1190-1190.1) ,.0eo� L 4 q. 7321 M 5;15( J1 31 EO e p To m ( Aw IKII GAN 'TR�B, To � «, sNFArL ENS wak IS. i' Ner NeT 147 SWAT �iE IJL t �b : iss9 � Ia n_ c .reg CoM - �r '-d Page 1'. r MULTIPLE FAMILY:ADM COMMERCIAL PLAN CHECKING GUIDE i ,�+�� Bldg. Permit # OWNER ` U#3 FLAUE R A.P. # S$ - e A. UISAILKAL +� Zoning requir 3$ (s:'ieyards, rki special conditions). 6A.Z' Valuation. tv AZAA Signature by R.C.E. or Architect (if required). Calculations. mprovements and rain -- Land Dev.,DPW; City of Chico; City of Biggs. Complete plot plan with dimensions, easements, other buildings, and other pertinent data. See previous permits and plans in file for expired'permits, change of use, etc.'. B. OCCUPANCY REQUIREMENTS 1. Building use 2. Occupancy Class 3. Building floor area _ 4. Total allowable floor Basic allowable floor Basis for increase d"A Sl'S'Z. sq. ft. area sq.ft. area 4: 0, ' sq. ft. _ Type of Con Occupant Load < dditions, alterations, and repairs exceeding 50% -(Sec. 104). f ompliance with occupancy group requirements (Chapters 5-13). I�• ccupancy separations (Sec. 503). Area separations (Sec. 505). 9. Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). Attic separations (Sec. 3025). Ventilation and special hazards requirements (Chapters 6-13). Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. Mechanical code requirements. (Grease Hood w/fire.sprinkler system Health Dept.,Plan Review -(a) Restaurant Act; (b) Commercial Pool. 1'S.i Smoke detection system. Ly - Fire Dept. Plan Review and/or Fire Marshal Plan Approval. 809 & 909). - Chapter 20). Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). C. TYPU OF CONSTRUCTION REQUIREMENTS ]400' Fire retardant roof coverings (Sec. 1704). 2.*-' Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). ardrails (Sec. 1716). Detailed types of construction requirements (Chapters Proper roof pitch for roof covering (Chapter 32). ttic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). lights (Chapters 34 & 52). 1 .t ges and platforms (Chapter 39). 1 nterior wall and ceiling finish (Chapter 42). 1 ire resistive requirements (Chapter 43). 14-* Wall and ceiling coverings (Chapter 47). 1'�Glass and glazing (Chapter 54). �• Building Materials - Check: Grade, Species, Allowable Example: (Glu -lam Beams w/ certif. 24F ext.grade). 17-22). Human Impact (Sec. 5406). Stresses, Ext. or Int. -- /o'" - lis c Ih�3Z,1 J.QN tj 7t Page 2 MULTIPLE FAMILY.AND COMMERCIAL PLAN CHECKING GUIDE (continued) STAIRS EXITS AND OCCUPANT LOADS �tL�d��eWi�O� �• General Exit Requirements (Sec. 3301) (Post occ. load, etc.). oI OW Number of exits, width and locant' (Se 3302). oors (Sec. 3303) . .0 &_6CdV1 and exterior e t balconies (Sec. 3304). tairways, rise & run, width, winders, and construction (Sec. 33 Horizontal exit (Sec. 3307). Exit and smokeproof enclosures (Sec. 3308 & 3309). Exit signs and illumination (Sec. 3312). Aisles & seating (Sec. 3313). Exits for occupancy groups A-E (Sec. 3315-3319). ENGINEERING REGULATIONS, DESIGN, QUALITY, MATERIALS, AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, f ndation plan, elevations, and complete structural details. 1?,.,,Energy design, calcs, and necessary details (State law). eneer (Chapter 30). . 4o*'� Chimneys and fireplaces (Chapter 37). Engineered plans if required.' 5! Plastics (Chapter 52). &0." Excavation and grading (Chapter 70). Y. Continuous or Special Inspection (Sec. 305). k" Factory or other certification. $l Soils or compaction data. le Noise regulations. 1]#.***' Footing reinf. Min. Two #4 bars (cont.). 12,"Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation., (d) Walls -- Large openings? (consider lateral). (e) Lateral: 1. Roof Diaphram. 2. Shear Walls. 3.• Anchorage & Tie -downs. 4. Connections thru-out. (f) Retaining Walls. J 4� OFF. STREET-PARHING REqI= ENTS i BUTTE COUNTY CODE SEC. 24-35 Effective Nov. 19, 1980 Owner/Applicant t-. c�.��1v New Construction New Use or increased intensity of use No additional off–street parking required I Use Type(s) Square Footage S E -2 / - /1:7-/ Agricultural Amusement Auditorium _..Auto Accessory Sales & Service Auto Laundry Auto Repair. Auto Service Station Auto/Boat/Mobile Sales or Rental Bowling Alley Church Convalescent Home Drive --in Theatre Fraternity/Do.rmitory/Group Quarters Furniture/Appliance Golf Driving Range Hospitals Hotels and Motels Lodges and Clubs Medical and Dental Mortuaries Museums Nursery/Pre–school Offices: Business/Professional Financial/Banks/Real Estate Passenger Terminals Public Utilities Research Laboratories Residential Restaurants/Bars/Taverns Retail Stores, Shops, Services Schools Stadiums Theatres Warehousing and Wholesaling Other __ ZLe10 Parking Reauired Total Spaces Required II Additional Requirements Dust pallative surfacing Lighting, if used must not interfere with adjacent land uses. Walkway,if used between building and parking must be 4 feet in i.idth. Sencing, 6 feet high along all.adjacent residentially zoned property. creening r caping, along street frontag _` �otenfeet and ive percent lot area, wit six inch rais_ curbs and i ra Ups !m for each planter area. 2. Handicapped spaces. 1 By Butte County Planning Department Slgnature ata . CSF, �t-tc v NON- RES IDENT IAL BU ILD INGS E N E R G Y C O N S E R V A T I O N S T A N D A R D S DESIGN COMPLIANCE STATEMENT THE ENERGY CONSERVATION STANDARDS FOR NON-RESIDENTIAL BU ILD INGS HAVE BEEN REVIEWED BY ME PURSUANT TO SECTION T20 -1457(a), AND I HEREBY CERTIFY THAT,THESE PLANS AND OTHER REQUIRED DOCUMENTATION CONFORM SUSTANTIALLY WITH THE REGULATIONS FOR THIS UBC OCCUPANCY TYPE License No. Building Envelope (please print and sign name) HVAC Systems and Equipment (please print and sign name) Service Water _� t Heating Electric Distribu and Lighting se print print and sign name (please print and sign name) Other - Specify (Energy Budget, Non-Depletable) (please print and sign name) l NOTE: THIS STATEMENT MUST APPEAR ON THE PLANS AND MUST BE. SIGNED BY THE ARCHITECT OR ENGINEER ASSUMING RESPONSIBILITY. BUILDING DATA FORM - Foran 1 BUILDING ENVELOPE COMPLIANCE ' Project Title Documented by Location���' Date Project Designer �/yl� ( 0W/ Checked by Date SITE DESCRIPTION Location Code Number (from Table 2 of Appendix 1) 1 Latitude 2 S' Degree Days -heating (from Table 2 of Appendix 1) 3' ' 1 'Z2/� 0 �f3 SF, Solar Factor (from Fig. 4.1.17 or Table 2 of Appendix 1) 4 / li&- AT, ASH RAE design temp — 78° (from Table 2 of Appendix 1) o 4 , 5 BLDG. DESCRIPTION Occupancy Type:Code Number (from Table 1 of Appendix 1) 6 Gross heated floor area, sq. ft. 7 Number of floors g Ground Floor Perimeter, ft. g �--- Longest diagonal dimension at ground floor, ft. 10 Height, ft. 11 Record the detailed materials data on the Materials Data Form - Form 2 // Wall Surface Area; Aopayue wall 12 '' 7AZ Awindow 13 � Adoor 14 Total Aow Line 12 + 13 + 14 15 S� Heat Transfer Coefficients (see Section 4.1.8) • �-7� winter Uwall 16 (heating) Uwindow 17 Udoor 18 �- summer Uw 19 % (cooling) U20 e *3 Udoor 211 Shading coefficient of glass, (from Table 3 of Appendix 1) sc 22 e.40 Weight of Wall Construction, Ib/ft2 w 23 Z___ Mass Correction Factor (from Fig. 4.1.16) MCF 24 %g d Equivalent Temperature Difference (from Fig. 4.1.16) TDeq 25 Roof Surface Areas Aopaque roof. 26 Askylight 27 Total Aor (26 + 27) 28 % skylights (27/28) 29 Note: -lf Line 29 is 5% or greater, automatic light-sensitive switching systems are required in Me area lighted by sky- light. Enter the difference between line 27 and 5% of line 28, or zero, whichever is the greater 30 ' " Enter the sum of line 26 and line 30 31 f BUILDING DATA FORM — BUILDING ENVMal- Heat LOPE COMPLIANCE • Page 2 of Form 1 PROJECT TITLE �' Transfer Coefficients (See Section 4. 1.8) winter Uroof 32 A (heating) Uskylight 34 33 ' 'summer Ur (cooling) Us 35 Shading Coefficient of skylight (from Table 3 of Appendix 1) SCs 36 Mass Coefficient (from Fig. 4.1.16) Mc 37 4020 Absorptance (from Fig. 4:1.16) r Ac 38 1,019 Floor p Floor Area over unheated space Aof 39 U -value for floor Uof .40 HEATING DESIGN CRITERION T l Standard Uow (from Fig. 4.1.2) 43 / Standard U (from Fig. 4.1.3) 44 --- — Standard U (from Fig. 4.1.4) 45 Maximum allowable Uo (from Fig. 4.1.1) 46 'I. /D: S%G�• i/8� �j 44 �.� Proposed Uow (from Fig. 4.1.7) 47 Proposed Uor (from Fig. 4.1.10) 48 Proposed Uof (from line 40) 49 Proposed Uo (from.Fig. 4.1.1) 50 Line 50 must not exceed line 46 Note: Uo, is calculated from the equation of Fig. 4.1.10 for the proposed building using the value from line 30 for the area of skylights, and the value from line 31 for the overall roof area Aor COOLING DESIGN CRITERION Standard OTTWw (from Fig. 4.1.15) 51 Standard OTTVr (41 x line 44) 52 Standard OTTV (from Fig. 4.1.13) 53 Proposed OTTVw (from Fig. 4.1.14) 54 C/\ ProposedOTTVr(from Fig. 4.1.14) 55 Proposed OTTV (from. Fig. 4.1.13) 56 Line 56 must not exceed line 53 Note: 0TTVr for the proposed building is calculated from �«.... the equation of fig. 4.1.14 using the value from line 27 for the - aiea of skylights, and the value from line 28.for the overall roof area Aor , re � • '� �� � 'MATERIALS DATA FORM Form 2 BUILDING ENVELOPE COMPLIANCE Project Titley �Ue %� Documented by ° Location d p s/ ` �Date - Project Designer Checked by Date ------ Wall Wall Type 1 17 Weight of wall construction, Ib/ft2 (see Sec. 4.1.8) W1 1 Heat Transfer Coefficient (see Sec. 4.1.8) V1 2. Surface Areas (attach sheets to document any additional Orientation -3 S compass orientations) Area 4C� Orientation 5 Area 6 �tr Orientation 7 Area 8 �L> Orientation 9 _ Area 10 Wall Type 2 Weight of wall construction, Ib/ft2 W2 11 'Heat Transfer Coefficient V2 12 Surface Areas (Attach sheets to document any additional Orientation 13 compass orientations) Area 14 Orientation 15 Area 16 —4— Orientation 17 Area 18 Orientation 19 Area 20 Wall Type 3 Weight of wall construction, Ib/ft2 W3 21 Heat Transfer Coefficient U3 22 Surface Areas (Attach sheets to document any additional Orientation 23 compass orientations) Area 24 Orientation 25 Area 26 Orientation 27 Area 28 Orientation 29 Area 30 w MATERIALS DATA FORM — BUILDING /ENVELOPE /COMPLIANCE PROJECT.TITLE�l.�� Wall Type 4 Weight of wall construction, Ib/ft2 Surface Areas (Attach sheets to. document any additional compass orientations) Page 2 of Form 2 W4 3.1. U4 32 Orientation 33 Area 34 Orientation 35 Area 36 Orientation 37 Area 38 Orientation 39 Area 40 Glass Type 1 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs. data) Surface Areas (Attach sheets to -document any additional compass orientations) Glass Type 2 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs. data) Surface Areas (Attach sheets to document any additional compass orientations) 41� 42 Orientation 43 Area '44 Orientation 45 Area 46 Orientation 47 Area 48 Orientation 49 Area .50 Orientation Area Orientation Area Orientation Area Orientation Area Glass Type 3 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs.data) Surface Areaa-(Attach.sheets to document any additional Orientation compass orientations) Area .Orientation Area Orientation Area Orientation Area 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 MATERIALS DATA FORM— BUILDING ENVELOPE COMPLIANCE PROJECT TITLE Page 3 of Form 2 Glass Type 4 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 71 Heat Transfer Coefficient (from mfrs. data) 72 Surface Areas (Attach sheets to document any additional Orientation 73 compass orientations). Area 74 Orientation 75 Area 76 Orientation 77 Area 78 Orientation 79 Area 80 Roof Roof Type 1 Weight of roof construction, Ib/ft2 (see Section 4.1.8) 81 Heat Transfer Coefficient (see Section 4.1.8) 82 ' Surface Area (Attach sheets to document any additional roof types) 83 Skylight Area 84 Skylight Shading Coefficient (from Table 3 of Appendix 1) 85 Skylight Heat Transfer Coefficient (U -value) 86 Floor Floor Type 1 (floors over non -air conditioned spaces only) 7Z - Weight of floor construction, lb/ft2 (see Section 4.1.8) 87 — Heat Heat Transfer Coefficient (see Section 4.1.8) 88� Surface Area (attach sheets to document any additional floor types) 89 Doors' Surface Area Heat Transfer Coefficient 90 (U -value, see Table 4 of Appendix 1) i e w ' 91— J .HEAT TRANSFER COEFFICIENT . r Form 3 PROPOSED CONSTRUCTION ASSEMBLY" List of Construction Components R '?7 2. �/26, �YJS'v� A -G 3. 4 . 6. 7. 8. Inside Surface Air Film �0 cooling heating t Sketch of Construction Assembly �7 Ib/ft2 Outside Surface Air Film •�� WEIGHT: cooling heating Check one: Total Resistance Rt cooling heating Wall Roof U•Value (I/Rt) D 7r. •06, cooling heating Floor HEAT TRANSFER COEFFICIENT Form' 3 PROPOSED CONSTRUCTION ASSEMBLY •t List of Construction Components R Z.3. 11� fly 4. 5. 6. 7 8. Inside Surface Air Film cooling heating Sketch of Construction Assembly �S / Outside Surface Air Film WEIGHT: Ib/ft2 cooling heating Check one: Total Resistance Rt cooling heating Wall Roof U•Value (I/Rt) B cooling hea Floor 18 HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 { • F s r r List of Construction Components R 54 l 4. 1 1 5. 6.7. Sketch of Construction Assembly WEIGHT: Ib/ft2 Check one: Wall Roof Floor u Inside Surface Air Film ••47 cooling Outside Surface Air Film • 2S� cooling Total Resistance Rt cooling Z,/ heating. /7C heating /t-/, 7, heating U -Value 11/Rt) cooling heatin m i10CUMENTATION FORM HVAC SYSTEMS COMPLIANCE (Complete for each system) Project Title f gy`J, Location Project Designer VX Z, y -2 40 -F, TaH 11z, 2.144 11wpAU l ado % X60 Gri � •� y � 32 �/S�• d?,��7`' DESIGN CONDITIONS Form 4 Documented by� Date t �r Checked by . Date Building occupancy type (Table 1 o Appendix 1) D_� Project Latitude (Table 2 of Appendix 1) 0 S Heating Degree Days (Table 2 of Appendix 1) Di0 HEATING LOAD DOCUMENTATION. (Attach calculations) Outdoor Design Temperature,. Winter, OF Wind Speed, mph Wind direction Indoor. Design Temperature, OF Temperature of adjacent unheated spaces, OF Transmission Heating Losses, Btu/hr Infiltration Air, CFM Heat Loss From Infiltration, Btu/hr Ventilation Air, CFM Heat Loss From Ventilation, Btu/hr Outdoor Air for Special Processes, CFM Heat Loss from Process Air, Btu/hr Other Heat Losses (describe), Btu/hr Heat Gain from Lights, Equipment, People, etc. Btu/hr Total Heat Losses, Btu/hr COOLING LOAD DOCUMENTATION (Attach. calculations) -7 /I tc il- Outdoor Design Temperature, summer, dry bulb,'OF Outdoor Design Temperature, summer, wet bulb, OF Indoor Design Temperature, OF Transmission heat gain, Btu/hr Infiltration Air, CFM ,, ` Heat Gain from Infiltration, Btu/hr Outdoor Air.for Special Processes, CFM Heat gain for process air, Btu/hr -Solar Heat Gain Through Windows, etc., Btu/hr Heat Gain from Other Sources, Btu/hr Total'Cooling Load, Btu/hr IAO r Outdoor Design Temperature, summer, dry bulb,'OF Outdoor Design Temperature, summer, wet bulb, OF Indoor Design Temperature, OF Transmission heat gain, Btu/hr Infiltration Air, CFM ,, ` Heat Gain from Infiltration, Btu/hr Outdoor Air.for Special Processes, CFM Heat gain for process air, Btu/hr -Solar Heat Gain Through Windows, etc., Btu/hr Heat Gain from Other Sources, Btu/hr Total'Cooling Load, Btu/hr IAO i DOCUMENTATION FORM BUILDING LIGHTING COMPLIANCE Form 5 Project Title - Documented by Location �E�1/' Date Project Designer �/ �� i�GC/fe� Checked by Date Room Room RCR Task Areas '.Note Sq Ft. No. Sq. Ft. Total Watts Allotted Design No. So. Ft. ADDI. /Occ. Occ. /Task Sa. Ft. /Sa. Ft. Watts Watts Page Total & . z S7;b /• % , ���� FT 1. -- --- -- Page Total & . z BUILDING DATA FORM Form / BUILDING SERVICE WATER HEATING COMPLIANCE (Refer to Chapter 4.4 of the Energy Conservation Design Manual) .Documented By PROJECT TITLE � r l�"1�'�1 �•u<I�vJ f = Date /�✓ ` Location (�%l�G7� ,'`` Checked By Project Designer (�G `/ ��-� /��1'�'` Data t SERVICE WATER HEATING SYSTEM DESCRIPTION ! tnergy Source Type — Record 1 if gas, 2 if electric, 3 if other Occupants (Use Table 1 of Appendix 1) Number of Occupants in Perimeter2one Number of Occupants in Core Zone Occupancy (hours of use per day) Personal HW Demand Total Number of Occupants (Line 2 + Line 4) Weekdays Weekends and Holidays Weekdays Weekends and Holidays Weekdays Weekends and Holidays HW. Demand Per Person, gal/day (From Table 1 'of Appendix 3) Total HW demand for personal uses, gal/day (Line 8 x Line 9) Equipment HW Demand (attach description list) HW demand for equipment requiring 140°F HW (e.g., dishwashing and laundry equipment) Special equipment requirements (attach description list) Water Supply Temperature (from local utility) AT for Personal HW Demand (110°F — Line 16) 9 AT for Equipment HW Demand (140°F — Line 16) Hot Water Usage, days per year PERSONAL HOT WATER USAQE (at 110°F) 2- 3- 4- 5-- 6 345-6 hrs. 7 hrs. 8 9 gal/day 10 __ gal/day 11 gal/day 12 gal/day 13 . OF 14 gal/day 15 `F 16 OF 17 .. F 18 °F 19 .=L— days/yr. 8.34 x Total HW Demand (Line 10).x Days of Use Per Year (line 19) x AT (Line 17) = Annual Energy Consumption = 20 Btu EQUIPMENT HOT WATER USAGE (at 140°F) 8.34 x Total HW Demand (Line 11) x Day of Use per year (Line 19) x AT (Line 18) = Annual Energy Consumption = SPECIAL USAGE (other service temperatures) - Annual Energy Use for Special Applications For HW uses requiring water temperatures other than 110°F. or 140°F, determine the appropriate OT and HW demand and cal- culate the annual energy use in the same manner as shown above. Refer to Table 18 of Appendix 2. Document the special uses ' and corresponding calculations.on-an attached sheet.* Total Building Annual Energy Use'for Hot Water (Line 20+ Line 21 + Line 22) SOLAR WATER HEATING CREDIT (See Form 9, Line 86) r ` AUTOMATIC STORAGE WATER HEATERS Size: height in feet diameter in,feet volume in gallons Energy Storage Type — Records -as 1 if gas, 2 if electric, 3 if other Test Methods Used Record: (a) for ANSI Z 21.10.3-74„Section 2.7 (gas or oil fired) (b) for NASI C 72.1-72, Section 4.3.1 (elec.) (c) for other (list) below) For Electric Total surface area of the storage tank Total watt-hours used over the test period Duration of test period (in hours) Standby heat loss performance, Sowatts/sq. ft.) Maximum allowable Sp.(watts, sq. ft.) For Gas or Oil Fired Total gas or oil consumed as metered, (Q) in cu. ft., or gals., respectively Gas Meter Correction Factor (CF).(CF =.1.0 for oil -fired heaters) 18-76665 Page 2 of Form 7 21 A_4'41(-'�Btu 22 Btu 23 ��' Btu. 24 Btu 25 ft. 26 ''Y� ft. 27 �� gal. 28 29. 30 ) ft2 31-7Z_watt/h rs. 3hours 33 watts/ft2 347L__watts/ft2 Line 33 must be less . than Line 34 for compliance - 35 cu.ft./gals. 36 ' Heating Value of Gas or, Oil (H) at Standard Conditions in Btu/cu. ft. or Btu/gallon respectively Duration.of Test Period, Hours'(t) Volume of Storage Water in Gallons (V) Weight of Storage Water in Pounds, (W)` Average Temperature of the Stored Water (T2) Average Room Temperature ' Actual Standby Heat Loss Percentage (S) Allowable. Standby Loss Percentage (Smax) -t Total Weight of Water Drained from the Tank (cWd) Average Temperature,of the Inlet Water (T1) Recovery Efficiency of Heater (Ed ` Minimum recovery efficiency Combination Service Water/Space Heating Boilers . Probable Maximum Demand for Service Hot Water (pmd). Fraction of the Year when the Outdoor Daily Mean Temperature is More than 64.9°F (days/365) Total Energy Delivered to the Combination Boiler to Maintain the Stored Water Temperature at 90°F above Ambient Room" Temperature During the Test Period (S) Total Allowable Standby Heat Loss of a Combination Service/ Space Heating Boiler (Smax) The actual overall thermal resistance (R) of the tank and its Page 3 of Foran 7 I Btu/cu. ft. � 37 2-C) Btu/gal. 38 hours 39 !� gallons 40 `� pounds 41 °F 4216°F 43�% Ln a 43 m st be greater than Line 44 for compliance 45 7,/�y A_ lbs. 46 _ OF 47 % 48 rz� Line 47 must be greater than Line 48 for compliance 49 gal/hr. 7 50 (fraction) 51—/B.tu/hr. 52 Btu/hr. Line 51 must be less than Line 52 for compliance The actual overall thermal resistance (R) of the tank and its insulation (See Figure 4.4.9) k 21-6 53 The minimum overall thermal resistance (Rmin) of the tank and its insulation 54 Line 54 frust be greater than Line 53 for compliance TEMPERATURE CONTROLS 55 The proposed design complies with Section T20-1522 of the Standards. Give location in the drawings, or specifications, where the required temperature controls are shown or speci- fied. (See section 4.4.5 of the Manual) PUMP OPERATION The circulation hot water system is arranged so that the 57 circulating pump(s) can be automatically turned off when the hot water system is not in operation. Give location in drawings where such arrangement can be verified. I V,3CUMENTATION FORM DOCUMENTATION OF MANDATORY STANDARDS FOR ENERGY BUDGET COMPLIANCE Form 14 .attach for reference manufacturers data or give specification section or drawing number which shows in detail the compliance with the following standards (show N/A when not applicable). 1. T20 -1495(c) Air Leakage Requirement, Window 2. T20 -1495(d) Air Leakage Requirement, Doors 3. T20.1495(e) .Caulking and Sealing 4. T20 -1495(g) Elevator Shaft Vents 5 T20 -1503(a) Temperature Control 6 T20 -1503(b) Zoning for Temperature Control 7. T20 -1503(c) Control Setback and Shutoff 8. T20.1505 Mechanical and Gravity Ventilation 9. T20-1507 Piping Insulation 10. T20-1508 Air Handling Duct System Insulation 11. T20-1509 Duct Construction 12. T20 -1521(a) Water Heaters, Storage Tanks, Boilers and Piping — Performance Efficiency 13. T20-1521 (b) Combination Service Water Heating/ Space Heating Boilers 14. T20 -1521(c) Temperature Controls 15. T20-1523 Pump Operation 16. T20-1530 Electric Distribution Systems 17. T20-1541 (b) Lighting Standards G Reference Reference Reference Reference Reference Reference Reference Reference Reference Reference Reference Reference Reference Reference ReferencE Reference Reference 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 ZONING BUILDING PERMIT OWNER - ( , ' I �r� I �fF 1 TELEPHONE , . �. SQ. FT. OCC. • BUILDING VALUATION 1 OWNER'S MAILING ADDRESS 41 , ,/i r J<, o !I' CONTRACTOR'SNAME f TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER ,o� r, UNKNOWN Total Valuation Is �kr•t� Filing Fee $ V 10,00 LENDER'S MAILING ADDRESS Permit Fee $ $0{ 1; f , ARCHITECT OR ENGINEER "r�/'''�� LICENSE NO. Plan Checking Fee ,$(t/�- ( r Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING,ADDRESSPermit r fee $ r- PLUMBING PERMIT Filing Fee 10.00 '} ��- f'' Each Trap ,� 2.00,! (~ 1 . Solar or heat pump water heater 20.00 LOT NO. 1 SUBDIVISION NAME PARCEL MAP / ;r� Water piping t 5.00 J L C Each qas water heater or vent 5.00./ USE OF STRUCTURE/ 1Gas SF❑ Duplex❑ Mobilehome❑ Other r ,{ ��Y" I SPECIFY piping system 1 - 5 outlets 1 5.00 Building sewer 5.00 Mobile Home S I G W 10.00ea TYPE OF WORK New EJ Addition0 Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 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 Q 1, 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 CONST. DWELLING OCCUP.& OR ADONS. ACC. BLDGS. , /20sgIt NEW CONSTR MULTI -OUTLET '� 2,50 ea , NO N.RESID BRANCH CIRC ITS POWER APPARATUS eI SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 201150t eALO 30 FIXED PR\ TS (RESIDEA./ 2.00 Ex. Occup. OUTLETS .I Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ X f, f 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 •1 L Jr,. (c 4.o( 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 the above-mentioned property for inspection purposes. I also agree -to save, indemnify and keep harmless the County of Butte against all liabilities, judgments"cogts, and expenses which may in any way accrue against said County in consequence of the granting of this permit. j� :,'rr, r X 1_4 X' -' f Date Signature of Applicant - Owner ❑ Contractor ❑ Agent Q- (,, 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 $ Energy Inspection Fee $ TOTAL PERMIT FEE $ C7 occu P,cox -_ �- sT.TrPE FLOOD L_, PARCEL V PD i,/ HD 1� 1.1 ISSDE �UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By �' _ -� PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. :'"/7� ? WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT t .., PERMIT NO. /776-86BPEM 7 PERMIT EXPIRES L—z OWNER C GOLDEN FEATHER SDA HU CONTR. OWNER ASSESSOR PARCEL 58-56-27 LOCATION —NIS Detlow Rd., app 7501 S Hwy 70, Concow t. Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature- J=OK 0 = Not OK - =Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except a's 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. Wafer; 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 q's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except a's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 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 B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghig. Boxes- Enc losures- Pane lboards- 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 -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) * = Not Ready Date UNDERFLOOR (Plans) OK except H's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /'' Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer _ 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underfir. Access _ 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & 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 Card -BI Date Date Card -BI Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except N's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Water Pipe; Test & Anchors -Nail Protection _15. 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. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI - Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. 67. Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer Date ELECTRICAL Permit OK except N's 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 21. 22. _& Flet. Receptacles Spacing -Lights &Switches at Doors Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic E] Yes Guard Rails & Deck Construction -Post Caps - Card B -I Card B -I 25. 26. 27. _ 28. 29. 30. 2 Appliance Circuits in Kitchen &Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, 'Insulated Neutral _ 'Yes ❑ No Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances; Panels-Motors-Mech. Equip. Clothes Closet -Light -Shower Light - - - - Date_ Card -BI - Date - Date Card -BI Date 74. Fdn. Vents & Crawl !dole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes E] No; Walks ❑ Yes ❑ No; Planters ❑ Yes EJ_No 76. Stucco; Brown -Finish 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. 82. Ventilation throughout House Glass Protection Date MECHANICAL (Permit) OK except N's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric Card -BI Card -BI 31. 32. 33. 34. 35. A.C. Ducts_ Insulation & Support - _ - Vent Fan: Exhaust above Insulation _ _ _ Condensate Drain & Overflow; Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent_ -_115V outlet Attic Access & Platform if Furnace in Attic - Date Card -Bl_ Date _ _ _ Date Card -BI Date 85. Water & Sewer Connected -C/O to Grade -HD Approval 86, Energy Compliance Certificate -Other Certificates 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 36. Sills: Proper Material & Anchors _ 37. Walls_Studs-Nailing, Spacing & Bracing-PI_ates-Sound 38. Bearing Walls over Girders & Floor Nailing_ 39. Draft Stop in Walls (rat proof) 40. Fire_Stops: Furred Ceilings -Stairs -Chases -Tub Comments at Final: _ 41. 42. 43. 44. 45. 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfng. 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: An entry must be made each time you visit jobsite) COUNTY OF BUTTE - DEP RRTMEaNT OF PUBLIC WORKS r):7i7411T NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PA CEL NUM ER �(, - ZONI G ' BUILDING PERMIT O R TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILINGA DRESS r �' CON CTO SNA E 1 TELEPHONE CO ACTOR'S MAILING ADDRESS, Fireplace CONS)RUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 L DER'S MAILING ADDRESS N Permit Fee $ ARC I ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILI y'ADDR S `PLUMBING Permit fee $ PERMIT Filing Fee 10.00 Each Trap 2.00 -Oki COSolar or heat pump water heater 20.00 LOT O. SUBDIVISION NAME PARCEL MAP V`13 Water piping 5.00 (5, QQ Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other ( .(/ U iV,(✓L SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00ea TYPE OF WORK New ❑ Addition ® Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: P �-3 72' 9Z P�i�zi7� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.0R Main service i°oo AMP V OR LESS 10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El 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 NEW CONST. DWELLING OCCP, OR ADDNS. ( U.� ACC. BLDGS. /z Osq ft NEW CONSTR. MULTI -OUTLET 2,50 ea NON.RESID BRANCH CIRCUITS) POWER APPARATUS e (SINGLE OUTLET CIR, Ex. Occup(OUTLETS OR FIXTURES BAL030 BAL030 Ex. Occup. OUTLETS PFIXED APLNS. R \\ (RESID,IEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 15.00 g 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 shal I 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 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 Butte to enter upon the above-mentioned property for inspection purposes. I also agr o save, indemnify and keep harmless the County of Butte against all Iia (ties, j n and expenses which may in any way accrue agai t said C ty in c nse nce f e granting of this permit. 3,4)0,e. 94 X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent /�Pj¢b%C�1 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures ove�rl3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. 3 CONST.TYPE FLOOD PALL PD NO ISSUE , This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC By PEVT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date .I Receipt No. �/ 7� WNIT!-D.P.W., YELLOW-A58[$90R, PINK -INSPECTOR, GOLDENROD -APPLICANT M To: Building Department From:. Environmental Health Subject: 11 Sanitation Clearance Owner. Plan Approved for: Hold final for: Location AP# Sewage disposal water supply water supply Final clearance O.K. for: water supply Clearance for bedroom mobile home. Other Jh rirc,� NOTE** Sanitarian Date COUNTY OF BUTTE'- DEPARTMENTKeF =Pt1BLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEiigA^lAF-©RNIA 95965 - TELEPHONE: 916/5344541 PERMIT APPLICATION DATA SHEET W OWNER Proposed Building Use 00 Ue 0 )"Oa f 4,., . S Permit Fee Based Upon: Complete Contract' Price Other (FAplain) Zuilding Inspector I Y14 Permit No. G _ PUr(I- PW Valuation At time of permit application, I was advised the following data must be submitted prior to permit processing and/or Issuance: DATE RECEIVED APPROVED 1 All items have been submitted . . . . 2 lot plans inI'c plicate., . . . . . . . . mplete plans in duplicate/ plicate. a omplete engineered plans and calcs. .4 . Plans with Energy Design Compliance Statement. . . . . . .�I! —/7— PC 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . �,7 tatement of Intent for Non -Heated and AC Buildings. _-8.Fees of $ . . . . . . . . Letter of signature authorizatio . . . . . . rSanitation approval from &ealth Dept. 1. Planning approval for (A) (B) Parking:��. /P 12. Certificate of Workmen's �e sat' Insurance. . p 3. Contractor's License Information (n , name style, classif.) 14/ Owner -Builder Verification Give owner (Give , Mai I to owner ❑ ) �5. Improvements may be required. 0.K�� .g(. . . . . 16. Mobilehome Installation Data. . . . . . . . . . . Pre-Inspec. request to (Dote) 17. Pre -Inspection for Required. Building Inspector 18 Recorded c f Ari It ral Acknowledgment Statement . Other DRIfi%f ME& Construction approval required prior to occupancy Wheryyou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 72 - Zoe and of for pickup at PA's office. Deliver w/inspector. Other ANDR W D/4 Appliczt/%il��J�' Date Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked abovet' a of application, circle item.) 1. Index permit for above Items No., 2. Additional items required: (Contractor esigner, Owner) was advised of above required data by Telephone Mail Other By / - J Date J� Plans checked by. Plans approved by Other: Copy -DPW Date Date COUNTY OF BUTTE -"Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property ,improvement (yes or no) 2. I (have /fit-) mac-- signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: 5� YW,"c-106 Property Owner Social•Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 9 MULTIPLE FAMILY AND COMMEREIAL PLAN CHECKING GUIDE 7/85 Bldg. Permit # OWNER S, D. C yVW P.4 A.P. # A. GENERAL ���Zoning requirements (sideyards, parking, special conditions, Planning approval)/ � tion 0 K Architect or Building Designer. -improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. X Complete plot plan with dimensions, easements, other buildings, and other per- tinent data. .faw-00See previous permits and plans in file for expired permits, change of use, violations, etc. Flood hazard. B. OCCUPANCY REQUIREMENTS l� Building use / ; /Z. Occupancy Class Building floor area Total allowable floor area Basic allowable floor area Basis for increase i iPaiw 7sd%7�/ Type of Cdhstruction sq. ft. Occupant Load 418 f2' Q— sq. ft. ii sq. ft. ./ Compliance with occupancy group requirements (Chapters 6-12). ccupancy separations (Sec. 503). ,'Area separations (Sec..505). .8�. Firewalls due to location on property (Sec. 504). .4'.- Maximum height requirements (Sec. 507.). 016r� Attic separations (Sec. 3205). �+ Ventilation and special hazards requirements (Chapter 6-M). OX2, Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. .,6. Smoke detection system. ,,1-7. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. k8. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). ]A: Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS �.r Fire retardant roof coverings (Sec. 3202). ,; . Parapet walls (Sec. 1709). tea! Toilet room floors and walls (Sec. 510). y Physically handicapped (per State Law). �5Guardrails (Sec. 1711). oo/. Detailed types of construction requirements (Chapters 17-22). Proper roof pitch for roof covering (Chapter 32). .80.00 - Attic access and ventilation (Sec. 3205). e9. Roof drainage (Sec. 3207). - y4 Skylights (Chapters 34 & 52). Xi. Stages and platforms (Chapter 39). Interior wall and ceiling finish (Chapter 42).. 3. Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) K• Wall and ceiling coverings (Chapter 47). Glass and glazing (Chapter 54). Human Impact (Sec. 5406). Building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- Example: (Glu -lam Beams w/cert. 24F ext. grade). Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS ,,1!" General Exit Requirements (Sec. 3301 & 02) (Post occ. load, etc:). Number of exits, width and locations (Sec, 3303). ior exit b�,wl�ners, �an 3305 J.:4tai�rways�,ris�ean run, witconstruction (Sec. 3306). �� Horizontal exit (Sec. 3308). ,7! xit and smokeproof enclosures (Sec. 3309). xit signs and illumination (Sec. 3313 & 14). i�Eisles and seating (Sec. 3315 & 16). _ xits for occupancy- groups A-E (Sec. 3317 - 332.) . ,4+W 4 C hV4&0_ E. ENGINEERING REGULATIONS. DESIGN. QUALITY. MATERIALS, AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan,'elevations, and complete structural details. `• Energy design, calcs, and necessary details (State Law) & compliance statement on plans. 3 Veneer (Chapter 30). , Chimneys and fireplaces (Chapter 37). Plastics (Chapter 52). 6, Excavation and grading (Chapter 70). /1 Continuous or Special Inspection (Sec. 305). Factory or other certification. Soils or compaction data. Noise regulations. .lam" Footing reinf. Min. Two A bars (cont.). ;Yr,- Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). (e) Lateral: (1) Roof Diaphram. (2) Shear Walls. (3) Anchorage & Tie -Downs. (4) Connections thru-out. (f) Retaining Walls. 7-0 ING111111ING v 770.... AVENUE :7 SURVE TING r 6D NOVILI E, V C', 95905/ PLANNING 332068 13 P's VV A� L L. 7-0 I c4. LU f -T �f 'T. L R;' oo F 13 P's VV A� L L. psr* 71-1,91-171L s; ir Mi I F -SE(sm I C- t! o f - I c4. LU f -T �f WIND - 11; t- Ila, OyIC..- too F ENGINEERING ? 170 GRAN. AVENVE SURVEYING CD „ROVILLE. CA. 95965 PLANNING y' (916)57}2063 ROOF 1 e "i, i c-, x o, 14 ig WP1-L 1A. x L, I A 011 �x z t 1 �LF ail �I D C�oV ERN i 1§2 57'2NC r a P4.>' 1A1/,91/ P, rr C3Ck1 Pi �!�`C� sNEPQ W/�1-� o zz 2-Y4 Dom- T t? ?' ATE TO TR A-tA% F m r, E, N4Taw CORfjsFL STUBS r0 mYn-r, COR �"LOo R � f ST •. Lam= 56psP x0 44$�`�1 )4�14 1/4"?AN0KClP- 80LT5 70. A-4CADl, Q X 12- D F ga T p. elcgop, ?.4'a C. vsyll: x`387 � 3_3/ 8I OF cpL1 �.. =m� -41 Ul N rotp ri(�.1 fti.Ip r •� _ 1 ' ^ m r r4j� I x ' ^ w rp L. cam- 7 KN\ F-11, N 00 AF4' I A�^' �-WCO 97 Ile �d,� 4v COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS Jj 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION A10 PERMIT PERMIT N0. ASSESSOR PARCEL NUMBER J'�'c:9- Z ZONING BUILDING PERMIT OWNER �� /�%H �' /e v� �rdrHl�t� Ud �� /` 4„ %� •'jc p e-� / TELEPHONE u�a33.144 f SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING /ADDRESS ), r SlS & �4�'4._.A71. 4C_411. C;eo . ,CONTRACTOR'S NAME/ TELEPHONE TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEERLICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS , /A cc IGGG PLUMBING PERMIT Filin Fee 10.00 9 7L, Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME / ���• % 6t.ter,o PARCEL MAP jj Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Pe-2,6of- d ^��.-n 7 SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New Q• Addition ❑ Remodel ❑ Utilities[] Installation ❑ Other ❑ Describe work: 471-,11 "�Vo f=c � w ���. rf r J w� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP LESS 5.00 $,GU Main service EA_ ADD'L 100 AMP 2.50 �,SG NEW CONST. ( DWELLING OCCUP.EI) OR ADDNS. ACC. BLDGS. 20 sq ft 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 4f 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 TI -OUTLET 2.50 ea NON.RESID BRANCH CIRCUITS) NEW CONSTR POWER APPARATUS 6\ NON.RESID. SINGLE OUTLET CIR. l Ex. Occup(ouTLErs OR FIXTURES 50@� 6AL�1 Ex. OCCU FIXED APPLNS. OR p•(OUT LETS (RESID•) EA.) 1 �7 2.00 .L • C%Q Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ [7, 5 u 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 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 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 liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. t ' J• j -) /�'/ X t4l Date Signature of Applicant — Owner ElContractor ❑ Agent [ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 26, �:-G occuP. GROUP I TYPE OF CONST. I PARCEL PD HD I IS11E t/ This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC B Y� " ""�--- PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS 17, / ,_, / Date h —t.. 't Receipt No. �`1�� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT 1 COUNTY �F' BUTTE - DEPARTMENT OF PUBLIC WORKS (0 PER NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534- 41 APPLICATION AQD PERMIT ASrSESSOR PARCEL NUMBER , 2 /— /-� ZO NG —2. ( BUILDING PERMIT OWNER / ,10cr %D �v S�vecrA h (TELEPHONE �s33�99L% SO. FT. OCC. BUILDING VALUATION vim« s C vra OWNER'S MAILIN�G f DDRAESS / S 6r Noc cc Opo . NTRACTOR'S NA TELEPHONE CONTRACTOR'S MAILING ADDRESS �-- Fireplace CONSTRUCTION LENDER /i�Gu�G UNKNOWN Total Valuation $ Filing LENDER'S MAILING ADDRESS Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER NO. Plan Checking Fee $ A-4,LICENSE � � Penalty ARCHITECT OR ENGINEER'S MAILING ADDRESS $ Permit fee $ BUILDING ADDRESS // n! / /'local fid. /Ooo //0 PLUMBING PERMIT Filing Fee 10.00 �0' Each Trap 2.00 u Repair drainage or vent piping 5.00 ' Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 55.00 Ava.o l t"cir i3 Gas piping system 1 - 5 outlets USE OF STRUC RE Building sewer / SF[:]Duplex❑ Mobilehome❑ 0therP;1;10A01'a o �� Lawn sprinkler system 5.00 SPECIFY TYPE OF WORK Permit Fee $ New ®• Addition ❑ �jtilities ❑ ❑ InstallationOther ❑ ! Contractor JJRemodel Describe work: Z��T` 5'eyw Y=uc^ cell ELECTRICAL PERMIT Filing Fee 10.00 I Main service 1100 AMP LESS 1100 5.00 5 -,Du Main service EA. ADD'L 100 AMP 2.50 2, NEW CONST. / DWELLING OCCUP.y� OR ADDNS. % ACC. BLDGS. 2� sq ft CONTRACTORS LICENSE LAW NEW -ULTI-OUT '2.50 ea I I declare under penalty of perjury (check one): NON-RESID BRANCH CIRC ITS NEW CONSTR POWER APPARATUS &) I ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON.RESID. SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES sD@zsa and Professions Code and my license is in full force and effect. ( BAL@1 License No. Classification Ex. OCCU FIXED TS PLN5(RES. OR p•�OUT LETS (RESID•) EA. J 2.00 /J 00 I L'� I, as the owner, or my employees with wages as their sole compen- Temporary service 10.00 sation, will do the work,and the structure is not intended or offered Mobile Home Facilities 15.00 for sale. (Sec. 7044) Misc. Wiring 7.50 ❑ I, as the owner, am exclusively contracting with licensed contract -U ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code Permit Fee $ Zp,S'o for this reason Contractor WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT Filing Fee 10.00 I declare under penalty of perjury (check one): Heating ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department Cooling a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Hood 3.00 Eff/I shall not employ any person in any manner so as to become subject Ventilation to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject S to the W. C. provisions of the Labor Code, you must forthwith comply with such Permit Fee provisions,or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws re.lating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT .FEE $ I also agree to save, indemnify and keep harmless the County of Butte against OCCUP. GROUP TYPE OF CONST, PARC PD ND ISSUE all liabilities, judgments, costs, and expenses which may in any way accrue I I I agai t said Co my in cons quence of the granting of this permi . This permit is hereby issued under the applicable provi- X / g Date sions of the Butte County Code and/or resolutions to do Signar r of Applicant — Owner ❑ Contractor ❑ Agent work indicated ab o for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIRE TO OF PUBLIC WORKS -).2,- ion of structures over 3 stories in height. B Date c�//a Receipt No. P IT EXPIRES Date 'Q + WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Office of the iasbr SEVENTH' -DAY ADVENTIST CHURCR TO WHOM (`T MAY CONCERN: June 19, 1981 This is to certify that Jack Bryson is authorized to sign for any necessary permits for the Golden Feather Branch of the Seventh --day Adventist Church, on their property on Detlaw Road off Highway 70. ,Jack Bryson is a member of the Executive Board of the Golden Feather Branch of the Seventh". -d, Adventist Church. ..,_. R.�" Ke'th :Mut l i an Associate Minister ICA" COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-534-4541 Golden Feather Seventh Day Adventist".church DATE Sept 3i-1986 P.O: Box 4370 Oioville, CA 95965 RE: New Site Plan A.P. # 58-56-27 With reference to the above subject: " Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans _ Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER JK]Cg� We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. /XXV OTHER Enclosed please find the approved revision of your site plan Should you have any questions concerning the above, please contact this office. JFG/aj TJ Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector N Golden Feather Seventh Day Adventist Church P.O. Box 4370 Oroville, Ca. 95965 CERTIFIED MAIL Re: Use Permit, AP 58-56-27 Gentlemen: �utte �'ouu�c�y LAND OF NATURAL WEALTH AND BEAUTY PLANNING COMMISSION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 PHONE: 534-4601 August 22, 1986 Enclosed is your validated Use Permit No. 86-52 to allow expansion of a Use Permit to allow a 640 square foot addition on property zoned FR -2 located on the north side of Detlow Road, approximately 300 feet southeast of Highway 70, Concow Area, north of Oroville. Should you have any questions regarding this matter, please contact this office between 10:00 a.m and 3:00 p.m. Sincerely, Airchet B. A. Director of Planning BAK:lr Enc. ? cc: Public Works (2) Environmental Hea14 Dept. of Forestry USE PERMIT BUTTE COUNTY PLANNING COMMISSION August 22, 1986 DATE: (Registered Mail Rec.) 86-52 PERMIT NO. AP 58-56-27 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Golden Feather Seventh Day Adventist Church is hereby granted a Use Permit in accordance with application filed: 4-11-86 allow expansion of a Use Permit to allow a 640 square foot addition on property zoned FR -2 located on the north side of Detlow Road, approximately 300 feet southeast of Highway 70, Concow Area, north of Oroville. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte.County Zoning Enabling Ordinance. 2. Unless otherwise provided for in a condition to a use permit, all conditions must be completed by the permittee within 12 months of the delivery of the countersigned permit to the permittee. 3. If any use for which a use permit has been granted is not established within one year of the date of receipt of the countersigned permit by the permittee, the permit shall become null and void and reapplication shall be required to establish the use. SPECIAL CONDITIONS: 1. Provide for disposition of storm drainage (Dept. of Public Works). 2. Connect to existing sewage system and well (Environmental Health). 3. Meet the requirements of the Butte County Parking Ordinance (Butte County Code Section 24-35) by providing at least 51 parking spaces, including two handicapped spaces. 4. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. 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