The URL can be used to link to this page

Home My WebLink About040-630-0121' 040-63-0-012' BAKER, WILL 00-144G 9490 VAN NESS WAY, DURHAM Co OWNER NEWS GLEFAMILYDWELLING 040-630-012 01-02 3. BAKER, WILL 9490 VANNaSS WA DURHAM CONTR.BAKER CONST ADDIU6N BATH & REMODEL UPSTAIRS i 040--630-012 06-0552 BROWN, ROGER 9490 VAN NESS, DURHAM Cont: POOLBUILDERS INC POOL MS'fER 01-516 340-630-012 OG 1650 BROWN, ROGER 9490 VAN NESS, DURHAM Q Cont: ABC SEAMLESS PATIO COVER C,IS--Ob p)IL4-16s3 1-0of-roP sola( 040-630-012 BROWN, ROGER 9490 VAN NESS, DURHAM NOTES Cont: ABC SEAMLESS !P.ATIO COVER 4 e 06-1650 D"I"l RESIDENTIAL APN: Permit No. Owner. Site Address: Contractor. Type of Permit: 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: Y//�/� SIGNATURE: l "r r 4 e 06-1650 D"I"l RESIDENTIAL APN: Permit No. Owner. Site Address: Contractor. Type of Permit: 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: Y//�/� SIGNATURE: a = Not OK RESIDENTIAL (Single & Duplex) __1 DATE JUNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; SoilsSteel-Eiec Gmd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frple Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12_ Elec Undrgmd 13 Plenums & Ducts; Cirnc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & VnUtn 16 Insulation o,• �s da �s DATE 15RAMING 17 Sills Proper Materials & Anchrs 18 Waits Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders ,& flr Nailing 20 Draft Stop In Wails (rat prooff 21 Fire Stops; Furred CeilingsStairs-Chasers-Tutu 22 Headers & Beams*&Bearing' 23 Hangers-Post'Caps-Anchrs'-Cnnctns 24 Ceiling Joist-Rfh' Tles-Purlin-Roof Brac TnusShthg 25 Frplc Ties or Type A Flu'& Ic Throat Cimc 26 Attic Ac -c", Sz: &•Ruiz prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill (it & Dimensions 28 Garage Fire Prtcbi Framing -RC Charnel 29 Prprty Line Firewall & Opngs' . 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run4-anding-Fire Prtctn 32 Plywd on Roof Ovrhng Attic Vnts-RRr Outrgrs 33 Siding -Nailing Veneer - 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Are PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Inti x Wall pnls 38 Insuitn-W al Is -Ceilings 39 Infiltration Walls-Wndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clmcdns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Gmd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires In Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz Qa El CU or El AL AC Wire Sz ea ❑ CU or ❑AL 48 Range Circ w Q CU or QAL Oven Circ w ❑ CU or ❑ AL Insulated Neutral F-1 Yes ❑No 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Cirncs pnls-Motors-Mech Eqp 51 Clothes Closet LI-Shwr Lt -Spa Lt 52 Smoke Detector UAR: iPLUMBING 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr.Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tubi & Shwr, 2nd fir - Tub Are 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE MECHANICAL 61 AC Ducts Insultn & Support r` 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pltfrin 1 Furnace In attic lip FINAL 66 Ext Steps -Door & SldeLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air-Dnnctr In Garage; abv-fir-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFl & Bath Fxtrs & Tub AccSpa 71 GFl Arc Fault 72 Elee Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Cimc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper. 80 Wtr Htr, Vnts-CimcCom Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFl) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters Q Yes Q No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Pimb-Appinc-Frplc-Cimc to Opngs 90 Wtr Well, Dscnnc% Elec, Pimb 91 Ext Elec Trim, GFl RcptcWndrgmd 92 Vntitn thru House 93 Glass Prtctn 94 Corrections from previous Irispetns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnncfd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 0 +=OK o = Not OK MANUFACTURED HOMES DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn Test; FaI1/C/0-Concrete 4 Wtr, Loctri-Test-Easement Needed -Regulator 5 Elec Loctn-DImcs-Gmd • Amp -concrete 6 Yard Gas; Lactn-Test-Wrap Nat ❑ or LPQ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test -Demand Valve-Cnnctr 9 Elec MH Cntnty Test•Crossovers-Breakers-Cimcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation 14 Exits 15 Cert of Occupancy 16 HUD Labelllnsignia Numbers Serial Numbers d MISCEL NEOUS- DACE IDE S•COV CARP0RTS•GARAGES 1 Zoning etbacks-Ease entsj s; Som s•Sz-0 pa g-DnnctrsSteel i" 3 Decks, GirderslJoists-Dcking-Brcing Stairs-GuardlHandrails 4 Wood Awn; Posts-Beams4Utr;-_nnctrsShthg. C J ] Frm rcng / J� m Awn; C ins-0nps$isS-0 pllceegl cisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Trusses 9 Siding; Nailing-VeneerStucco-Lath 10 Roof, Shthg-Roofing 11 Ext; Steps-Doors-Landiigs 12 Braced Wail pnls Drawing 1 Setbacks -Easements 2 Soils; •CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec RcptclsAting; Distance -GR 5 Elec tool 4ting; IS volts-GFI 6 Elec.Enclsrs; Conduit Entries Terminals -Listed 7•Elec Banding; Metal w/5-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Encisrs-pnlboards-lnsultn•to Main Conduit 9 Health Dept Apprirl 10 •Plmb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Enclsr, Fencing Alarms 13 Bonding, Diving board or Slide BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP061650 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/02/2006 APN: 040-630-012-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: 90033 Site Address: 9490 VAN NESS WAY DUR Date: '2-06 Contractor: C SF-A,-f•aSS Map Index: Description: AWNING OVER EX DECK 840 p 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BROWN, ROGER AND LAURA 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 the Contractor's State License Law (Chapter 9 commencing with Section 9490 VAN NESS WAY 7000) of Division 3 of the Business and Professions Code) or that he or DURHAM, CA she is exempt therefrom and the basis for the alleged exemption. Any 95938-9518 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 530-892-2015 Cl 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 Applicant: ABC SEAMLESS such work himself or herself or through his or her own employees, DAN JOHNSON provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one PO BOX 715 year of completion, the owner -builder will have the burden of FOREST RANCH, CA 95942 proving that he or she did not build or improve for the purpose of sale.). 530-894-5115 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: ABC SEAMLESS pursuant to the Contractors' State License Law.). DAN JOHNSON ❑ 1 am Exempt under Article 3 of the Business and Professions Code PO BOX 715 FOREST RANCH, CA 95942 Date: Owner: 530-894-5115 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 680039 ❑ 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. ❑ I 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: 840 S.F. I certify that in the performance of the work for which this permit Is Valuation: $13,440.00 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 (.,�-S�p 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. r ``�J `1, . I Le v CONSTRUCTION LENDING AGENCY This permit is her is ed under -t applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the for this is issued (Sec 3097 Civ.) Resolutio dicated abo for which fees have been paid. 0 performance of the work which permit By. Dat Name: --I C PERMIT EXPIRES ON: lJ / 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 11 is unlawful to alter the substance of any ficial form document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. D AA/ jU f4 V,3 0 Signature: Print Name:. ' Q' Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor S. C. Building Permit 1.11-16-U4 pg 1 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. BP061650 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/02/2006 APN: 040-630-012-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: 690031 Site Address: 9490 VAN NESS WAY DUR Date: '2'0 6 Contractor: -6c SisAnd-ass Map Index: Description: AWNING OVER EX DECK (840) 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BROWN, ROGER AND LAURA 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 the Contractor's State License Law (Chapter 9 commencing with Section 9490 VAN NESS WAY 7000) of Division 3 of the Business and Professions Code) or that he or DURHAM, CA she is exempt therefrom and the basis for the alleged exemption. Any 95938-9518 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 530-892-2015 ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (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 Applicant: ABC SEAMLESS such work himself or herself or through his or her own employees, DAN JOHNSON provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one PO BOX 715 year of completion, the owner -builder will have the burden of FOREST RANCH, CA 95942 proving that he or she did not build or improve for the purpose of sale.). 530-894-5115 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: ABC SEAMLESS pursuant to the Contractors' State License Law.). DAN JOHNSON ❑ I am Exempt under Article 3 of the Business and Professions Code PO BOX 715 FOREST RANCH, CA 95942 Date: Owner: 530-894-5115 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 680039 ❑ 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. ❑ I 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: 840 S.F. I certify that in the performance of the work for which this permit is Valuation: $13,440.00 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. 6 Date: Applicant: C� " )13A C� 1 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 her is ed under applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this permit is issued (Sec 3097 Civ.) Resolutio a dicated abo for which fees have been paid. tx' o performance By: Date: V Name: PERMIT EXPIRES ON: v Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any ficial form document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. D AA 03 d A/ Signature: Print Name: Q V -Z Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 /UTT�� ' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES O o BUILDING PERMIT APPLICATION O O AND SUBMITTAL REQUIREMENTS O - € O 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 O -� =��' O OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** .0 /_I OWNER INFORMATION Last Name C F -A/41655 DAM J04AISQ& Address Q First Name city FoP_6 0 State 0 Address 0 Fax M City AM State C A Zip %57S3 Phone ^2 O IS Fax E-mail /_I CONTRACTOR Name /46C C F -A/41655 DAM J04AISQ& Address Q D -715— 71SCity city FoP_6 AIG State Zip CESS 2 Phone _ �.�I Fax M rE_mll Lic. # (O 403 Class /_I APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address 519.x► C As & v _ Address State City Phone ate Zip Phone Lot# Fax E-mail State License Num APPLICANT INFORMATION Name 0 HVS oAl Address 519.x► C As & v _ City State Zip Phone Fax E-mail �-I 'Y' Awl For office use only: Zoning U Food Zone Ci Nl SRA Yes Occ. I Type Const. Subdivision"Name Map Book Page Lot# Planner Date Approved: PERMIT NO. 64. ICp5d BP BIN # PROJECT LOCATION AP# O 0 - (030 - Ot 2 - Property Propert Addr'e/�s 0 UAv AJfss4A Ci Nl Cross Street WORKER'S COMPENSATION Policyr Carrier If hiring anyone other than license contrac certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: � NLL Zo" I V 14 AA P�-TI t) �DUC Sq FT- Living Garage Open Co ❑ 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 clVckekand other department costs are not I I Received�y: v Amount: Bldg I I OVER FOR SUBMITTAL REQUIREMENTS 11 KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Receipt #: 4ap(3) Date 116/0� SRA Sheriff SMTP Other Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit: INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 111. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. EL Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an. application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 CC►UNTYbF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:^��-' Y ` �- ASSESSOR PARCEL NUMBER Proposed Building Use: t ��'Y� Permit Technician: Date: Items required in order to apply for a permit. AI boxes MUST be checked OR marked NA in orde'Ro apply. 1. Site plans, 3 or 4 sets, signed by te preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans_ T5 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 faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other R at ing items needed to issue the permit. (May require additional plan review upon receipt of the following.items:)` 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable �. 0 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner, Sent by ❑ 17. Soils Report and/or Engineered Foundation required ..............................,.,........... ❑ / 18. Erosion Control Plan Required ................................... Y................. 19. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 20. City of Chico Plumbing permit ............................................ I........................... ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑. 22. California Department of Forestry plan approval ❑ paid. Sent by: ........./ 23. Planning approval for (A) Use: _0Y_ (B) Parking: (C) Parcel Check: .. tl....... �- ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... �a 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. Cl 33. Existing violations and/or expired permits.............:........................................... ❑ 34. Deed Restriction.......................................................................................... El 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone hold for pickup. have been informeq ofjthe aboyqitems and requirements for obtaining a building permit. Applicant:__ ILAM Date: 7""/ -ot, 1. Index permit appliation for the ab e n bered: Plan Check Lett r 2. Additional items required Contractor, designer, owner, was advis above data bye. phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: t • 0 L Plans approved by: lff!`l Date: 15-1- d C Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 TO: 811ild66 Division — Development Services FROM: Environmental Health . UT rr Plot Plan Attached Floor Plan Attached Sent to BD/DS �- `69 H-s'!Is SUBJECT: Sanitation Clearance 726uAl N h"I OESS SCO 3() Owner Location AP# Plan Approved for: Sewage Disposal: �,/ Water Supply: Public ✓ Private Well Clearance for dwelling. Other -- DV lir. Hold final for: COUNTY Final clearance O.K. for: AL 11 2996 NOTE: DEVLLOPIMENT SERVICES //,), 47 Environmental H—ealffi Specialist Date Building Clearance 9/2005 R ,pgTMEN-r U T TF ° °:,�� o o o��, Department of Public Works �` C o u m y o f B u t t e ° ' LAND DEVELOPMENT DIVISION - ° 1 J. Michael Crump, ° Storm Water Management Program l /i/ Director 7 County Center Drive Oroville, CA 95965 A�QC/C VW4 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: ZO' (o" x 40" Ci -14m I NuM f f�?r! o C 0 UE R-- Project Location and/or Parcel Number: .040— G 3 0 — O t Z By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from. the State of California Regional Water Quality Control Board. Phased projects that .contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: —(U Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR 100 Anthon 7 County Center Drive Permit No: 05-0448 Oroville, CA 95965 JGar/Shop (530) 538.7601 Telephone 025-6070 (530) 538.7785 Facsimile 70% -ate' Plan Check Fees O $ TO: ' LO FROM: LO1 WILLDAN Fee $ 184.77 SUBJECT: O � DATE: WILLDAN Scott Rutherford (530) 538-7160 o�UTr o \\ I0 o o o o o cOU N'�y srutherford oftuttecounty.net Plans Transmittal For Review Per Contract 2/17/2005 Applicant: Anthon , Roger Permit No: 05-0448 Project Type: JGar/Shop APN: 025-6070 100% 70% -ate' Plan Check Fees $ 263.95 $ 184.77 $ 263.95 $ 184.77 WILLDAN Fee $ 184.77 Copies Attached: Qty Chk Application Site Plan Review FEMA -Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other ER -2640P GENERAL NOTES AND SPECIFICATIONS: 1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. CONCRETE SLAB SHALL HAVE 3 1R•' MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM. NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. 5. ALL STEEL MEMBERS SHALL BE HOT -DIP GALVANIZED. RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A446, GRADE C. UNLESS OTHERVNSE NOTED. 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16" MAXIMUM. 7. EXPANSION BOLTS SHALL BE "HILTI KWIK-BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS. 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E.. PROJECT, POST SPACING, FOOTING DETAIL, ETC. 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.C. CRITERIA. 11. FREESTANDING PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL 12. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE 1997 UBC. 13. THE INSTALLATION OF LAG SCREWS 8 MOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (ND$), SECTIONS 9.1.2 E 11.1.2. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED Q�pFESS�pti ,PMES G' ,c NO. 21543 EXP. 9-30-2007 S�. CIVIL P \F CAL�FO v, I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11/23/2002 JAMES FOX,CIWLENGINEER UVE LOAD PATIO COVER SYSTEM AS MFG. BY: ER -264012 SCALE: NONE 8060 TELEGRAPH RD.,DONME`%,CA 9020 GENERALNOTES 10,20830 PSI DURALUM PRODUCTS, INC. SHEET REVISED BY: K.K. 6 D.P. (582)80&1337 FAX:027.2500 laze botmall.w. MORIZ WIND a 70, 00 8 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95029 10F 30 (918) 452.7021 FAX X011519 eabs®8urelum.wm j&A SOLID PATIO TYPES �>pOOFPANEL o :Y'.,; RUCSEE .H.(MgyNO E� TURFOR OTgE w`�v gg q ATTACHMENT CHANNELNO. SEE DETAIL ALUMINUM LENGTN OF ANDS STRUC ATTACHMENT CHANNEL 2/513 LE P.a31F2007 NGTNOF PANEL! SEE T NEPRa TON /ES ALUMINUM SEE DETAIL ROOF PANELEPRa SROOF ��'eOF'uuf ' RSCHEDULE �E ct ED SEE FOR SCHEDULE OPTIONAL: Cl0/y FLess H I fS 0. � LOBED O.H. VARIES, SEE SCHEDULE O.H. SEE DETAIL FOR SPLICE O.H. VARIES, SEE SCHEDULE QST Sp OPTIONAL: CANTILEVER BEAM SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE 1 1/2" SO. SCROLL POSTS T Sp EESCN fo�NG SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FOR POST ffgC/NG OPTIONAL' CANTILEVER BEAM LES POST SPACING 1 1rr SO. SCROLL POSTS SCNEOI/IES:.,. SEE SCHEDULE FOR POS ' 3 12' SLAB ATTACHMENT- y O'I'/ 7�FbST POST SPACING .O SPACING MAY BE USED WHERE PERMITTED. '1 • 'z ALTERNATE:,_ SINGLE POST SPAC/N G =, = 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: N' E rCEEp I tr 7? SEE SCHEDULE •- t'• �• SEE SCHEDULE 1 •• NOTE 40 SPLICE AT THIS PERMITTED. SEE SCHEDULE SINGLE POST SEE SCHEDULE• TSP ACING - •" - - S"• POST JDAT END BAYS. SPACING FOOTING WHERE REQUIRED b � 7� QST SPACING NOTE: 0 SPLICE AT THIS POST AND AT END BAYS SEE SCHEDULE FOR 3 117 SLAB MAY BE USED q r' OOTjNG WHERE REQUIRED I IST ON. 7?QST FOOTING CUBE SIZE FOOTING, �' ° � EE.SCHEDULE FOR SINGLE POST NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER/it'�"`� jk> . FOOTING CUBE SIZE 1 �.¢ ALTERNATE: NOTE: EACH COMPONENT IS INTER- t., COMPONTENT UNLESS OTHER a� CHANGEABLE WITH ANY OTHER "A" Ji �E�S10 9� TO CONSTRAIN COMPONTENT UNLESS OTHERWISE SHOWN. TYPE ATTACHED SINGLE SPAN W/CANTILEVER OPTIO "B" TYPE ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL IENGTNOF @! l V. 9 -3L -f'007 yy STRUC�ri I'e - "FAL�,MINUM CENGTNOFS SCHEDULE SPANS ��V�� >pOOFPANEL o :Y'.,; RUCSEE .H.(MgyNO E� TURFOR OTgE w`�v gg �fOSR5PAN5E' • TOPTIONAL: OH SPARENCLOSEOj e �"• 6 BEENCLOSEOj O.H. VARIES, SEE SCHEDULE �� OPTIONAL: O.H. O.M. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE QST Sp OPTIONAL: CANTILEVER BEAM SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES SEESCNED/NG SEE SCHEDULE FOR f C ESPAyyG CANTILEVER BEA I/lES POST SPACING SO. POSTS. SIZE VARIES S SEE SCHEDULE FORChfD 3 1/2" SLAB OH ULES SPACING MAY BE USED TO CONSTRAIN ALTERNATE: 7� QST SPACING H 3 117 SLAB MAY BE USED I IST ON. 7?QST FOOTING, SINGLE POST ALTERNATE: SJA t., SEE SCHEDULE SEE SCHEDULE TO CONSTRAIN SINGLE POST G NOTE O SPLICE AT THIS EE SEE SCHEDULE POST D AT END BAYS.HIS SCHHEDULE NOTE: O SPLICE POST 10 AT END BIS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER. NOTE: EACH COMPONENT IS INTER. CHANGEABLE WITH ANY OTHER 12 x B" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" I.C.C. FREESTANDING MULTISPAN W/CANTILEVER OPTION E.S. EVALUATION REPORT NUMBER DRAWN BY: K.K. FOX ENGINEERING INC. ER -2640P DATE: 11/23/2002 SCALE:NONE JAMES G. FOX, CIVIL ENGINEER ]; LIVE LOAD • /0.20830 ps1 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. SHEET REVISED BY: K.K. d D.P. 5060 TELEGRAPH RD.. DOWNEY,CA 80210 (562) 606.1337 FAX:977.2509 loxon9(g6otmal.com HORIZ. VIAND • 70, 90 6 110 MPH 6269 ALPINE AVE.. SACRAMENTO, CA 95626 ' SHEET Axl NO. GRO rM (916)152.7021 FAX iO3.1519 salos®duralum.com RAFTER. BEATABLEFOR SIZE AND SPACING OPEN LATTICE TYPES MAX. PROD. MAX. FIR EESCHEDULE SEE SCHEDULE MAX. 0.H NOTE: THIS OPEN LATTICE-TYPE STRUCTURE \ ` ,y, SEESCHEDULE MAY NOS=BE ENCLOSED. \ RAFTER,SEETABLE FOR SIZE .- ANOSPACING P 9T EIGHT- SE SC RULE 4 . ® POST HEIGHT h LENGTH OF STRUCTURE VARIES ' SEE HE ULE ® T" OST WITH SIDE, fa PLATESSEE DE TAIL T�11 LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER-31 KrSLAB ArrACHMENT CHANGEABLE WITH ANY OTHER . voaTYATMSIDE- D WHERE MAY BE USEPLATES SEED T IL COMPONTENT UNLESS OTHERWISE SHOWN. Ty PERMITTED. f' SEE SCHEOULE NOTE: EACH COMPONENT IS INTER- 3 llr SUB ATTACHMENT SEE SC ED.FWHEREFOOTING C. CHANGEABLE WITH ANY OTHER SEE BCMED. FOR FOOTING CUBE SIZE MAYBE USED WHERE OPEN LATTICE-TYPE PATIO COVER COMPONTENT UNLESS OTHERWISE SHOWNT�@F PERMITTED. 6SCALE.NTS iiSiIE THIS OPEN LATTICE-TYPE STRUCTURE ' .SEE SCHEDULE MAY NOT SE ENCLOSED. VV 3 FE SSII)A, TYPE IIEII ATTACHED SINGLE SPAN LATTICE STRUCTURE ;s + c 11 1, SEE SCGNMERE FOOTINGC ES QP SEE SCHED. FOR FOOTING CUBE SIIE TYPE F ATTACHED MULTISPAN LATTICE STRUCTURE .. N 2159-3 '" EX 9-70-2007 NOTE: THIS OPEN LATTICE-TYPE STRUCTURE MAX.PROJ. MAY NOT BE ENCLOSED. SEE SCHEDULE $QjF: THIS OPEN UTECLOSE STRUCTURE If CIyR MAX. PROD, RAFTER, RSIZEEE LE MAY NOT BE ENCLOSED. �TE FCµ1Fad�' SEES CHEDULE FOSPACI AND SPACING 'kt� R �� `` � • �^,� 1 `Ya=a FOR R" SEETABLE e AND SPACING - 6f Ff52f�z OST HEIGHT BE EDULE F' r a - DBT HEIGHT I F LENGTH OF STRUCTURE VARIES - OI'F � I ! SE: EDULE '�� 7 ` 4i -2'9-1.•41 OST CROSSSECTIO T SEE POST DETAIL, pEENGTH OF STRUCTURE VARIES T POST CYD S-SEC710N, NOTE: EACH COMPONENT IS INTER-°%p SEE POE7NL A� TAY sue T CHANGEABLE WITH ANY OTHER `°T MAY USED COMPONTENT UNLESS OTHERWISE SHOWN.T TOCONSTRAIN FOOTING, SEE 7lir SLAB AYBE ABED SCHEDULE NOTE: EACH COMPONENT IS INTER. M MCONSTRAIN OPEN LATTICE-TYPE PATIO COVER CHANGEABLE WITH ANY OTHER FOOTING, BEE SCALE-- W39 FOOTING MERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. e SCHEDULE SEE SCHEO. FOR FOOTING CUBE SIZE FOOTING WHERE RECUIREO SEE SCHED. FOR FOOlIlG CUBE TYPE LIG' FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LA TICE STRUCTUBRE t.C.C. E.S. EVALUATION DRAWN BY; K.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11/JST2002 JAMES O. FOX, CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: ER-2840P SCALE: NONE lio—(582)SW1337 6060 TELEGRAPH RD-., DONMEY, CA 0029-0 10, 20 6 30 p31 DURALUM PRODUCTS. INC. SHEET REVISED BY: K.K d D.P. HORIZ NAND • - 8269 ALPINE AVE.. SACRAMENTO, CA 93626 3 OF 30 FAX:927.2509 kXenp Ilotma9.mm 70, 90 8 110 MPH (916) /52.7021 FAX.403.1519 Saki JDII NO olmm4 �Eunlum.mm PANEL SPANS -AN D"OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS .25" ..67" = 3S' 7 f .7T .09R. (I.S.) .6T 40' S; 2S s AW 40 ALL UNMARKED RADII .0613 1, 12r 11e0)• 2.46" 1.70"qp;• 2.5" _ a 45 ni 7 40 25" In T•SEE TABLE BELOW 1.4 40" T :35 .35" TYP. 3e 1.12s e' 40„ 3.00 4.50 4.50" �- 4.50" 4.50" 40 75" 75" 7r I 3.00 7.25" 24,00" ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL Ir ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI='V" PAN 8"x2 1/2" FLAT PAN W/(2) -V'S 12" x 3 1/2" W PANEL (IN.) (PSF) (IN.) L.L.= P 70 MPH 90 MPH 110 MPH "T" 70 MPH 90 MPH 110 MPH .7 70 MPH 90 MPH 110 MPH SPAN O.H. SPAN . O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. SPAN O.H. (IN.) IN. SPAN O.H. SPAN O.H. SPAN O.H. 10 .018 12'-1" 4'-0" 17-1" 4'-O" 81-0" 2.6` .020 12'-10" 4'-2" 10-5" 3'-7" 8'-4" 2'-11 .020 15'-9" S-0 12'-9" 4'-5" 10'-3" Y-7" .024 15'-0" S -Y 14'4Y' 4'-8" g-0" 3'4" .024 14•_1• 4'-T' 13'-2" 4'-4" 10'-T' Y-8" .024 19'-0" 6'-6" 15'-7` 5'-5" 12'-6" 4'-4- .032 iT 0" 5-11` 1T-0" 5' 8" 10'-0" 3'-6" .032 15-5" 5'-1" 15'-5" 5'-1" 15-0" 4'-11" 032 2(Y,-6" T-2" 14'-9" 5'-1• 1r-2" 4'-3" y .040 16'_7-• 6-5" 16'-7" 5'-5" 16-5" S-5" •040 27-9" T-11" 16'-5" V-9" 13'-6" 4'-8" 20 .018 9-2` 3'-Y 8'-9' 3'-0" 81-0" 2'-0" .020 g_70• 3'-Y 9'-10" Y -Y 8'-4" 2'-9' .020 17-0" 4'-2" 17-0" 4'-2' 17-0" 4'-7' .024 117-8" 3'-8" 10'-4" 3'4" 9-0" Y4r .024 11'-3" 3'-8" 11'-3" 3'-8` 10'-7" 3'-5" .024 14'-0' 4'-10" 14'-0" 4'-10` 14'-0" 4'-10" .032 13'-3" 4'-6" 11'-9" 3'-8` 10'-0" 3'-6" .032 17-4` 4'-0" 12'-4" 4'-0" 12'-4" 4'-0" . .032 16'-0" V-7" 16'40" 5'-7" 16'-0" S -T' .040 13'-3" 4'-4" 13'-3" 4'4" 13'-3" 4'-4" .040 1T-0" 5'-11" 1T-0" 5-11" . 1T-0" 5'-11" 30 .018 T-6" 7-6" T-6" 2'-8" 8'-0 2'-0" .020 8•.1" 7-8" 8'-1" 2'-8" 8'-1` 2'-8" .020 117-0" 3'-0" 10'-0" 3'-0" 10'-0" Y-6- .024 9'-0' 3'-0" 9-0" 2'-11" 941 Y -(r .024 91-4" 3•_1" 91_4" 3•_1" 9-4 3' 4" x...024. 17-0" 4'-2" 12'-0` 4'-2" 12'-0" 4'-2" 032 t., ; 10'-10" 3'-8" 10'-10" 3'-9" 10'-0" 3'-6" .032 10'-10" 3'-T' 10'-10" 3'-7" 10'.'1p; 3'- • .03214-01 ti ,1L•;, -• _ ;.'4.10 14'4)" 4'-10` 17-0" 4'-4" Y-10" 11'-8" 3'-10" 1 `"8 10" .04014--w 2 J S;t 6� 14'-6" 5'-1" 14'-6" m NO. 2151] m ,tj 16 ERP. F1x2007 jli �s� 1? sir CIVIL/,q e FfKe�tfOP� 1 Y �_)LI. -:07 C.C. E.S. EVALUATION tEPORT NUMBER R -2640P DRANM BY: K.K. '•� DATE: ttrz>/2oo2 SCALE:NONE FOX ENGINEERING INC. JAMES G. FOX, CML ENGINEER 8 8060 TELEGRAPH Y / • �'S%` PANEL SPANS < i. �"��((jjyy.. VLOpO` �ZO 6 ]0"' :OtF- PATIO COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS, INC. SHEET REVISED BY: K.K. d D.P. RD., DOWNEY. CA 90210 (562) 809-1537 FAX:927-2509, l0aenp®hotma.cem Rk%-1 D! " 'J10.8;,}.6- .. 826D ALPINE AVE., SACRAMENTO, CA 95828 4 OF 30 me � ��4 (918) 152.7021 FAX 10}1519 aaleaQAuraWm.com PANEL FASTENERS 70/90/110 MPH 12' HEIGHTS 075" —I .750" I— �i .860" 1-- 24" .3� 24" TRI -''V" PAN L.L.=PSF 70 -MPH 90 -MPH 110 -MPH 1Q #8 S.M.S. #10 S.M.S. 410 S.M.S. 20. #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. 111112.S.M.S• 1 #12 S: S. r d°' CJS ti�13 Uj ' 30-2007 Er- e�i>�*Ir' `/11. I 12" x 3 1/2" W PANEL . ^ FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.=PSF. 70 -MPH 90 -MPH - 110 -MPH 10" #8 S.M.S. 410 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30.' #12 S.M.S.1��#12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER I.C.C. E.S. EVAL7�—MOBY:K.K&D.P. N BY: K.K. REPORT NUMBE11/2312002 F ER -2640P :NONE E ' ' :240" R9.250 OPTIX® PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL 1 FµOFESSyH, 'ryes O.r t SKYLIGHT DETAIL + W NO 21543 m SCHEDULE OF ALLOWABLE SPANS FOR 8"x 2 1/2" ^ FLAT PANEL ADJACENT TO SKYLIGHT PANELS to € L.L.= 8" PANEL SPANS 3 t=.020" t=.024" t=.032" t=.040" #10 S.M.S. 10 10'_2a 12. 9,. 13'-4" 14'-7- 20 12'-3' 30. 7._1• 8'-4" —a MMA, yr t7/ SKTLIUH f PANEL PER (3) 8" ROOF PANELS EXP. 9-30-20p7 a lvfL ,TF0 CAO 110 -MPH #10 S.M.S. #12 S.M.S. ., #12 S.M,S. FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: 0080 TELEGRAPH RD., OONMEY. CA 80240 1 EPANEIFASTENERS 10, 20 6 30 0�f DURALUM PRODUCTS, INC. SHEET H. W &NAND • ' 0209 ALPINE AVE., SACRAMENTO, CA 9582E 5 OF 30 582 8061337 FAX:927.2509 (oxen Ootmail.nsm 70, 90 E 110 MPH 1(916)452-7021 FAX 403.1519 l61I , 106 NO. GMm. qy Y L.L.=PSF 70 -MPH 90 -MPH 10 #8 S.M.S. #10 S.M.S. 20 30 #10 S.M.S. #12 S.M.S. #10 S.M.S: #12 S.M.S. 8"x2 1/2" FLAT PAN W/(2) -V'S EXP. 9-30-20p7 a lvfL ,TF0 CAO 110 -MPH #10 S.M.S. #12 S.M.S. ., #12 S.M,S. FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: 0080 TELEGRAPH RD., OONMEY. CA 80240 1 EPANEIFASTENERS 10, 20 6 30 0�f DURALUM PRODUCTS, INC. SHEET H. W &NAND • ' 0209 ALPINE AVE., SACRAMENTO, CA 9582E 5 OF 30 582 8061337 FAX:927.2509 (oxen Ootmail.nsm 70, 90 E 110 MPH 1(916)452-7021 FAX 403.1519 l61I , 106 NO. GMm. RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS ,J 6.5' ALUM. ALLOY 3004-H78 —Il 2• OR EQUAL 3" �J 8.5' MAX. I ]• 3.0' E.0' ppOFESS10,1, ALUM. ALLOY 3004-HSO v4� ' &ES O., y ALUM. ALLOY 3004•H38 .p24• OR EQUAL .042" Q OR EQUAL .024• .032' �y� Z .032' NO. 21543 . EXP. P30.1007 a CIVP- 1 rFCF C/00� 2 x 6 1/2" RAFTER DBL. 2 x 6 112" RAFTER L.L = RAFTER'T" 16" O.C. 3 x 8" RAFTER 24" O.C. 24" O.C. (PSF) (IN.) SPAN "T. 16" O.C. 'T' 16" O.G. 24" O.C. O.H. SPAN O.H. (IN.) SPAN O.H. SPAN -0 (;T' (IN.) SPAN O.H. SPAN O.H. .024 15'-0" 4'-0" 14'-0" 4'-0" .024 21'-0" 4'-0" 1 T-4" 4' 0 042 10 21'-0" 4,-0„ 21'-0" 4-0'� .032 17-W 4'-0" 181-0" 4'-0" .032 21'-0` 4-W 20-2" 20 024 10 8" 3' 8" 9 0" 3'-0" .024 14'-0" 4'-0" 12'-3" 4' 0 .042 .032 14'-0" 4'-0" 17-1" 4'-0" .032 17-0" 4'-0" 16-0" 4'-0" 024 8'-10" 3'-0" T-0" 7-0" .024 13'-2" 4'-0" 10'-6" 3'-8 .042" 30 1T•0" 4'-0" 14'-3" 4{r ��'•- 032 11'-10" 3'-10" �0.'- 0" =Ei3;- y a .032 16'-0" 4'-0" 12'-3" q'-0" ��-.�..�.��s:.�-ey"tet .. V. �v Ci. z tai CLEAR SPAN (FT.) c - a TRIBUTARY WIDTH TABLE PROJECTION ; A;N: 6 7 B 9 10 11 12 13 14 15 16 j 17 18 19 20 21 d tEld s•..y.. Ev O.H. SPAN i 09r 3 4 . 4 5 5 6 6 7 7 8 8 9 9 10 10 10 4 5 5 6 6 7 7 8 B 9 9 10 10 11 11 Al 6 7 7 8 8 9 9 10 1011 11 12 12 " 12 3' — 7 7 8 IBUTARY TRIBUTARY= 8 9 9 10 10 11 11 12 12 13 13 13: TR WIDTH 1/2 SPAN • O.H. 4- — — — 99 10 10 11 11 12 12 13 13 14 14 14 12 12 13 13 14 14 15 15 15 6 — 13 13 14 14 15 15 16 16 16 NOTE: TRIBUTARY ON MULTIPLE SPANS IS 7 15 16 16 17 17 17 EQUAL TO CENTER SPAN TO CENTER SPAN 8• — — — — — — — — — —LI 17 18 18 18 I.C.C. E.S. EVALUATION — — — — — — 19 19 REPORT NUMBER DRAWN BY: KK FOX ENGINEERING INC. DATE: 111232002 JAMES G. FOX, CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: SHEET ER -2640P SCALE: NONE & 8060 TELEGRAPH RD., DOWNEY, CA 80240 RAFTER SPANS 10. 20 d 30 p31 DURALUM PRODUCTS, INC. REVISED BY: KK. d D.P. HORIZ NAND" [916),152-7021 289 ALPINE AVE., SACRAMENTO, CA 95626 6 OF 30 (562) 8061337 FAX:927.2509 I en p holmail.cOm 70.90 6 110 MPH FAX 403-1519 sales JOB �' GR w' ®0untum.wm FHANER CHANNELS AND MOUNTING BRACKETS 04•H36 1.50•'WALL FASTENERS 50• �0" SEE TABLE gpp• 078 2,740" I= .010"x90" 202" .25"R 33" (2) DIA. 010 SMS @ PANEL 'OS LOCKS OR OB SMS 04- T= D60" • N '�3" .281" AT EA. CONTACT • e WAIL 05" WALL FASTENERS FASTENERS 2 SEE TABLE' w ALUM.ALLOY CONTINUOUS A- RAIL 6063-T6 ROOF PANEL (WHERE OCCURS) jN O 3 0 1 Tr,• A.060"PALUM.ALLOY o 6063-T6 APPROVED 3" ROLLFORMED HANGERJB F105MS�EA.CONTACT—� ALUM.ALLOY INSUL. ROOF PANEL ' EXTRUDFD HANGER CHANNEL 6— °6�T6 WALL CONNECTION O 3" HANGER R.F. OR EXT. HANGER C CHANNEL, 2x OR 3x HANGER / RAIL FASTENER TO FASCIA, WALL (STUD, MASONRY OR CONC.) I #10 SMS T&B RAFTER BRACKET. \ 1� 1.880" AT 12" O.C. WIND AT 2x FASCIA AT WOOD STUD DESIGN W/ SIMPSON A35 AT MASONRY OR 16" O.C. CONCRETE LL=10 LL=20 LL=30 L1=10 �j LL=20 LL=30 LL=10 LL=20 LL=30 ALUM. PANEL 2x OR 70 A C C E H 3x ALUM. RAFTER B H J J K C C E H H J FASCIA BOARD l 1p D C C G H J K EXIST.ALLOWABLE PROJ., EXISTING SAVE RAFTER H J J K SEE TABLE BELOW OVERHANG DESCRIPTION OF LAG SCREW SEE NOTE BElO ZZ A=1/4"0x11/2"@12"O.C. E=3/8"0x21/2" 16"O.C. VaBv lu 8=3/B"0x11!2"(d�t6'O.C.' F=7/16"0x21/22®16"O.C. K=1/40x11/8"(�12"A B.' .EXISTING EAVE CONNECTION aNa C=318"0x11/2"(�12"O.C. G=7/16"0x21/2"@12"O.C. ��'� D=7/16"0x11/2"a12"O.C. H=318"0x21/2"(d 12"O.C. EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN M2"x ER SIZE 11/2 - ANG iQ# L.L.=(2)#8 SMS EA. SIDE SPACING OVERHLL=10 LL=20 LL=30• 20#/30#L.L.=(2)#10 SMS EA. SIDE 14_5 OR 16^ O.C.-0" T -T 4•_S" 0 STEEL 8, 5„ 8, 4,4„ 2' 4" f::: -----O 1N 0110LES;TYP. OR 24" O.C. 1,_6, 8'-2" q•.3" 2,_5, 2"2NOTE; PROVIDE WATER /2" 8 O PROTECTION, METAL FLASHING 2-x!N LLOR' 24,0.(,, 2'-0" C (CAUCKJOINTSANDSLOPE 2"x8"NOTCHED 1T-5" "5{^ j 8"IroDRAM TER T/PICAI BRACKET 2"x8"FULL 24"O2'-0" 23i'22.1• 11/4" g1-O.C.13'-5" " MAX. DIST. NOTE:' 10, 20 830 L.L.=r°*�1'`?3p ` --- \ TO FIRST POST' • COVERSUPPORT VAOFESSION FAVELENGTH BEAM OR WALL. 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHEREOF! F ~ - o- MEs O. ' 1zo NEEDED TO EXIST. WALL AT WD. STUDS (16" �r <�;�� ®� \ e� `+ x MAX. (a 2-920x3" WD. SCREWS L.L.=20 USE: (/ 8 30 PSF ` OR 2.B LEDGER 1 T�,' NO. 2151] ,m„ ` (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.0 E" EXP. 9-30.2 o7 a 24144 3/4" WD_ SCREWS ALL RAFTER Il pp j * OTHER DESIGN LOADS. (�pnt a 1 FT R ()aloxt au THE INSTALLATION OF LAG SCREWS 3 WOOD SC EWS rR REal11RED TO 8E IN sq�ecrvm PATIOCOVER ACCORDANCE WITH THE NATIONAL DESIGN SPEC�IFIG1ATi 00-INRS), SECTIOWOM72 '{Q FCAUF � RAFTER TO WALL CONNECTION O civ '1 ! NOTE: PLACE'SIKA FLEX"OR SIMILAR Civ, _ 1 ' MATERIAL BETWEEN BRACKET AND COMP. ��1�+-'�9 SHINGLE ROOFING TO PROVIDE SEAL NOTEMRACKET -- BRACKETCONNECTION MAYBE MOUNTED BELOWRAFTER W7 I.C.C. E.S. EVALUATION DRAWN BY: K.K. ENGINEERING INC. SAME cONNECTIONg. REPORT NUMBER DATE t 123/2002 :jj�,�F_M JAAAES O. FOX. CINI ENGINEER MANGER CHANNEL LIVE LOADAS MFGBY:ER•2640PSCALE: NONE BGBO TELEGRAPH RD., DOWNEY, CA 90210 ANDBRACKET 10, 20 a 3B psr DURALUM PRODUCTS. INC. �SHEETREVISED BY: K.K. B DP 552 BOB, 1337 FAX:927.2509 roxe 0otmo0.— ATTACHMENTS HORIZ VINO • BIBS ALPINE AVE., SACRAMENTO, CA 95828 1 FAR103.1319,a1kB QOunlum.Gom COLUMN / POST TYPES . & SURFACE MOUNT ATTACHMENT DETAILS USE 2 EA. 6" APART MAX. 3.00"SQ• 1+50" 3.00" SQ. 3.00" SQ. 1.50"�� "� " ato SMS . I 024" @za"o.c. rJ1.00 28" ' EA. SIDE .032" 6.5" 3 M 3" „ AL . 4-—,L .032" ."STEEL„024”518" PLASTIC PLUG .�O E TWIN POST • - 3 SQ. ALUM. POST 1.5" SQ. ALUM. POST WITH SIDE .PLATES DO ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1-136 ALUM. ALLOY -3004-1-136 ' 1.50" . r USE ALUM. ALLOY 3.00" OR 11/2" BRACKET , SQ. POST IS 9"LONG 6063-T5' 2,40" OR (2) EA. . AT.1 112" 050" ROLLFORM 1' .067' FYTO In' INSTALL WASH. PLATE 1-W" SQ. x 3/16" WHEN USING IN 110 MPH W ND AREA MATERIAL: 3004-H36 ALUM. Q ROLLFORM 6063-T6 ALUM. @ EXTRUDED "U" BRACKET QµOFE SSIpN t i NO. 21513 P. 430-2007 s cIVIL �rEOFCKFoP NUMBER 1.375" .75" INSTALL WASH. PLATE 1'/."x 5/16" x 5 W WHEN USING IN 110 MPH WNDAREA .070" BRAD ALUM "T' BRACT .070" TYP. q J JV. M l IIVi Yl 1\ 1 -i _ ALUM. ALLOY 3004-H36 . r 3" SQ. STEEL POSTAS IM A653 SS (iRADE 40 — (i 7/16"OHOLE ASTM A653 SS GRADE 40 STEEL .157" TYP. USE FOR 3" IV 2- 5/16"0 Hn ALUM. ALLOY 6063-T6 .--SQUARE STEEL POST ASTM A653 SS GRADE 40 .y 2FLANGES 2 1/8" APART BASE FLARES TO X WIDE EA. SIDE OF FLANGES Q 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE ' 5 STEEL"T"BRACKET * G. 2 1/8" 21/8- "U" BRACKET �. (✓`i� �y,�-1 1/2" SO. POST F 3aL7/B'W/4-f110 SMS OR 1- 1/4"0 M.B. EA. �dJ k 1 POST. 1 2 -r BRACKET 03"SO.POST W/ IE(2)-010 SMS EA. •a . ... . %'t)L)1 . �{ 7 �PL") .SIDE OF POST OR .4+ p 11116"0 ROD , 3/18" 1/4" M.B. THROUGH r � �. _ A {� I,f;� � � AUGER PARTS PAINTED 112" TWIN POST: "RUST-O-LEUM" OR EQUAL 2(r (1)-1/4" 0 M.B. OR HOT DIPPED GALVANIZED PER POST (2 -TOT.) QdiPv OR ELECTROPLATED 3"SQ.POST BRACKET: 4" DIA: 9 GA. (1)-1/4. 0 M.B.. ASTM A136 HELIX PER SIDE (2 -TOT.) 3/76" NOTE: SINGLE PASS WELDED MAY BE USED WTH AUGER ANCHOR i 12"SO. TWN POST OR 3"SO. ALUM. POST NOTE: ONLY. STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. DATE: 1 /2 K.K. FOX ENGINEERING INC. DATE: 1123/tE02 F JAMES G. FOX: CIVIL'ENGINEER COLUMN/ UVE LOAD SCALE: NONE 6 0000 TELEGRAPH RD., DOMEY, CA 90240 POST TYPES 10, 20 8 30 pat REVISED BY: K.K. a D.P. HORIZ WND a 502 000.1]]7 FAX:927.2509 foie Aolmell.eom 70. 90 a 110 MPH 7112- 1112"SO. POSTS SHONN 12' MIN. FROM I I CENTEROFSOLT TO END OF POST ; 2 12'a 2 12' ■ 7 GA. sn. PLT. ASTM A30 10' 1 STEEL PLATE -�7 ASTM A30 AUGER PARTS PAINTED 'RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED O DURALUM:PRODUCTS, INC. avec I 0209 ALPINE AVE., SACRAMENTO, CA 9502E 8 OF 30 (94) 452.7021 FAX 403.1519 aaba000uralum,rna � "oomm4 COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT .DETAILS 71/1• ALUM.'r•BRACKET USE WITH POST TYPE B,C.O.OR E. STEEL POST ONLY: MAX t E MIN. FROBOLTM STEEL.TBRACKETUSE WITH , USE POST TYPE CENTER F OST. POSTTYPEB.C,D,E,F,G.H,JORK. (3)•5/8"080LT$ I I TO END OF POST. ; i F. G. H. J OR K FOR POST TYPE J .. TSO. POST AIUM.TBRACKET: USE (2}1/9-'0 e ] ]/P HILTI 1 (2)-1/4'0 HIAI "KWK^ KWIK BOLTS OR EQUAL 12 DEPTH OF i (2)=1n"0801TS BOLTS. OR EQUAL, EACH s HOT B oW STEEL.TBRACKE7: FOOTING OR 1 FOR ALl OTHER BRACKET TO SLAB. (•PER USE (2)-3/t•OHILTI KWIK 1T MIN. EMBD. I 1 CONDITIONS ICC E.R.4627, EMBEDED oLTS OR EQUAL 2 1n" MIN., d APPROVED FOR 325# PULL OUT) ATTACHED FTG. I -CUBE FTG. 18" 18" Sp. 12" 20" 21"SO. 12" 22" 25" SO. MIN. DEPTH / ,. cL:J..;S'" w 7, •, SLAB SHALL BE IN • • 4 w = GOOD CONDITION �, POUREDCONCRETE .• FOOTINGSrENOTE 35" SQ. 25" FOR SIZE Ix (i1-1n"OM. B. 28" SCHEDUEFOO LENG QUgR x9 IONLU G, 1" SQUARE FROM END .30" 34'- OF POST SEE FTG: EXISTING SLAB 7 3" SO. POSTS TO CONC. FOOTING 8SQUARE SCHED. POST EMBED. INTf3 FMT,.V_ ALTERNATE ATTACHED FTG. CUBE SIZE SO. 18' DEEP -CUBE FTG. 18" 18" Sp. 12" 20" 21"SO. 12" 22" 25" SO. 16" 24" 28" SO. 20" 26" 32" SO. 23" 28" 35" SQ. 25" 30•' 39"SO. 28" 32" 43"S .30" 34'- 47" Sp. 32" 36" 51" Sp. 34" 38" 55" SQ. 37" 40" 60" SO. 39" 42" 64" SO. 41" 44" 69" Sp. 4T CUBE FOOTING VVI 312'SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS BOLTS EMBED. 23' 8 24' CUBE (2)-112-0 PULL-OUT• 8251 MAX. EACH 3 in' 2S'- 30' CUBE (4)-1170 PULL-OUT• 3 1/2'6251 MAX. EACH 31'- 34' CUBE (4)-5/9'0 PULL-OUT- 8051 MAX. EACH 4, 35' - 39' CUBE (4)-3/4.0 PULL-OUT- 8, 13751 MAX. EACH 40' - 42' CUBE (4)-1"OPULL-PUT• 19351 MAX. EACH 6' .,." NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -11" OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER I.C.C. EVALUATION SERVICE INC., ER #4627 NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BM. WANSERT, MAG. BEAM, 4", 7" OR 10" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE. T X O.5 AT STEEL T ACKET. 3. POST TYPF F DO NOT USE STEEL "T" BRACKET W/7" AND 10" I -BEAMS. Of= I- At 16" INSERT Ix.188' ASTM A36 STEEL "' V -P1 5TM A36 STE 3" SO. POST (STL) OR FLUTED OR 4" SO. POST (STL.) INSERT PL.1/2"THK. -' 1.1n'7" 11n" 11/2" 9" 11n" 2" 14 2" _ZEU2E=LEL Beet PIATP BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. ' 10'SQ.xin' B. C. F. G 12'SQ.xtn' B. C. D. F. G. d H I"gf3.xtn' 8, C, D, F, G, - H BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE d TYPE 10'x10'x 1R' (4} 3/4'0 x 8" EMBEDMENT HILTI SS KWIK BOLT -II - PER I.C.C. E.S. 114627, PULL-OUT VALUE -1875# EA. �?® 12'x12'x In, (4)- 1'0 x 9' EMBEDMENT fes" PPO FESS,OH � HILTI SS KWIK BOLT -11 �F.''MES o.f, + s PER I.C.C. E.S. 04627, f PULL-OUT VALUE=1995# EA. NO. 21543 9I EXP. 9-30-2007 s 18118'x 1n' (4)-1 x 6' EMBEDMENT q" * HILTI SS KWIK BOLT -II ^'�1WJ sA�rEcF vl PER I.C.C: E.S. #4627, PULL-OUT VALUE- 3740# EA. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. REPORT NUMBER - DATE: 1123/2002 JAMES G. FOX, CIVIL ENGINEER COLUMN/ ER -2640P SCALE: NONE 76C 9090 TELEGRAPH RD., DOWNEY. CA 90240 POST TYPES REVISED BY: K.K. d D.P. (5821900.1337 FAV -*3-- __ LIVE LOAD • IPATIOCOVER SYSTEM AS MFG. BY: 10.20 6 30 ps( DURALUM PRODUCTS• INC. SHEET HORIZ VNND • 8289 ALPINE AVE., SACRAMENTO, CA 958: 9 OF 30 70.90 t 110 MPH 1(916)432-7021 FAX 40}1519 UlesfMd_s.", ,•,.,., w' ��• 2.00" 2.19" HEADER BEAM TYPES & ATTACHMENT DETAILS ,s1 GUTTER EXT. CLIP GUTTER EXT. CLIP 1.79" 2—f.57" I 2.0 T 8" _ .035"R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 6.5" ROLLFORMED W-1 ,PUCE _T WHERE 4" MCUR3 17170" TYP L 3.00" SQ. SPLICE WHERE SPLICE WHERE SPLICE VMER'. --Ji •0 m- OCCURS. 4.6" OALUM. ALLOY ALUM. ALLOY 6063-T6 O6063 -T6 4.5" GUTTER. MAG. GUTTER spucr: vm ccctj ALUKALLOY 606346 ALUM. ALLOY 6063-T6 4" I -BEAM 71. 1 -BEAM 3.0" [— 3" 3- _T MAX .042" .042" ALUM. ALLOY 3004-H38 OR EQUAL ALUM. ALLOY 3004.H36 OR EQUAL 3 x 813EAM W/ STL. INSERT DBL. 3 x 8 BEAM SPLICE VVHE OCCUF ALUM.ALLOY 6063-T6 E 101, I -BEAM OCCURS. TYP. Zoa8° .. ALUM. ALLOY ASTM A653 SS GRADE 40 O6D63 -T6 MAG BEAM 3" SQ. STEEL'BtAM. 3.(r Q� 3- MAX 7' _T .042" .0 4. .032" B.0" J2 ALUM. ALLOY 3004.1-136 ALUM. ALLOY 3004-H36 1OR EQUAL OR EQUAL 2 3 x 8 BEAM' 0AN. 013L x 6.5 BEAM 11 .25" tAN 4 1 ALTE I .; ... STEEL C -BEAM FOR ALUM. I -BEAMS LLI N6 ;154 411 BES M.= T'x 2 3/4" x 16 GA. STEEL C -BEAM Xp 9-11, F To 1. 7.8 ASTM A6 cl It\, 12"x 3 1/4" x 12 GA. STEEL C=BEAM 53 ESYP OF 0" I -BEAM = W10 X1 5or S8 x 18.4 STEEL I -BEAM 2.875' UP. wo�=? ,-3 x78 BEAM' STEEL INSERT I.C.C. E.S. EVALUATION. REPORT EPORT NUMBER DRAVVN BY: K.K. FOX ENGINEERING INC. ER -2640P DATE: 11123/2002 JAMESG FOX ' CIAL ENGINEER LIVE LOAD - . Q PATIO COVER SYSTEM STEM AS MFG SCALE:NONE 8050 TELEGRAPH RD.. DOYMEY. CA k90240 BEAM r? . PES 30 p�l 10. 20:.a RALUM PRODUCTS. INC. SHEET REVISED BY: Kx & O.P. 502 000.1537 HORI2 .. . 70,901110 MPM452-7021 2 ST91 ALPINE AVE.. SACRAMENTO, To CA.:.. OF 30 FAX140-31k.1519 I SPLICE. DETAILS 11 BEAM TO POST *DETAILS SIMPLE SPLICE FULL MOMENT 9"24" 3" 11"1 1'I 3" 161 r.: (2pt10 T Y (E4 EA. ` /10 S.M.S. VALLEY, T// (8 TOT.) 1112 S.M.S.II ' TYP. THICKNESS =.035" (24 TOT. T:p THICKNqpS =.035" II 6.38" } 11 t t ti t t ♦- t +4- ALUM. tALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCL R IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAY NOTCH I -BEAM FLANGE SPLICES - ROLLFORMED & EXTRUDED FASCIAS' I AS NEEDED TO CLEAR NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE ONE SIDE OF WEB MAY USED. I BEAM ALUM ALLOY SO. POST•CONNECT WEB ( ) (6061-T6) ALTERNATE I I TO POST W/(2)-12•'0 4" STL C -BEAM THRU-BOLTS TOTAL= B 12"0 BOT SPLICE WHER1-[ OCCURT' ALUM.ALLOY 6063-T6 7" I -BEAM ()- LS LIVE LOAD• PATIO COVER SYSTEM AS MFG. BY:. 1.25" ° 4.5" O O O O SHEET HORI2. NAND • 8269 ALPINE AVE.. SACRAMENTO. CA 95828 'SHO DF 30 70, 90 d 110 MPH (918)132.7021 FAX 403.1519 sates LtljOuraNm.com 16' 1" 3' SO. POST BEAM TO POST CONN. .. PROFESSOR -3 Tk ' N -� ..;.-.»)-2007 /r . NO. 2154 fi„¢�� :A /• EXP. O-W20W a 012 METAL BACKED, sr CtvO. 1 nq e ° NEOPRENE WASHERED �T uoF 0.rJ9W TEK SCREWS @ 9D.C. Fcc -O �. STAGGER IN BEAM MOMENT CSPLICE ROOF PANEL — — — — — NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY USED. 5.5" — SPLICE WHEI OCCUR ALUM.ALLOY 6063-T6 10"I -BEAM :.C. E.S. EVALUATION 7-1 SPORT NUMBER 041-11Z Io OULI b LIVE LOAD• PATIO COVER SYSTEM AS MFG. BY:. O 3.5" 3.5" O O O O O SHEET HORI2. NAND • 8269 ALPINE AVE.. SACRAMENTO. CA 95828 'SHO DF 30 70, 90 d 110 MPH (918)132.7021 FAX 403.1519 sates LtljOuraNm.com 18" 1" ' A URAYIM BY: K.K. FOX ENGINEERING INC. DATE: 11123/2002 - F JAMES G. FOX. CIVIL ENGINEER SCALE: NONE . 8060 TELEGRAPH RD.. DOWNEY, CA 90210 SPLICE DETAILS REVISED BY: KK. d D.P. ------ ---- --- --- (4)-1/4"0 M.B. BEAM 7"x4" ALUM. 9" BM. TO BRACKET 2- 318"0 M.B. THRU STL i" BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. LIVE LOAD• PATIO COVER SYSTEM AS MFG. BY:. 10.20 E 30 Psl DURALUM PRODUCTS. ING. SHEET HORI2. NAND • 8269 ALPINE AVE.. SACRAMENTO. CA 95828 'SHO DF 30 70, 90 d 110 MPH (918)132.7021 FAX 403.1519 sates LtljOuraNm.com JOe M. osma74 BEAM TO POST CONNECTION DETAILS —OPTIONAL DECORATIVE FASCIA (WDOD,ALUM.ORHARDBORD) BRACKET AT EACH 1 12" SO. POST ALUM. - X080" ALLOY 3 6 2#1#tOx1/2'S.M.S. \)1#10 S.M.S. EA. SIDE (4)-TOT.S. AT AT EACH POST - #10 S.M.S. TOP & BOTT. (2}TOT. 2012 a 12• S.M.S. EACH SIDE OFT - ALTERNATE: bo. Posr p-rorgy 1/4"0 BOLT AND WASHER #10 x 12" S.M.S. TOP ALTERNATE: 1 SO BOLT M9 WASHER ON CENTERLINE AT 8 BOTT. (2) -TOT. 1 1/4" EA. SIDE OF ]• SO. POST ..y EACH POST. s ROOF PANEL 4" r PLAN OF 8 CKET 6 12" 'I. 11 t I 1.10• _ _ _ .75 I II Q ROLLFORMED OR I SO. 1 EXTRUDED GUTTER L u t 1 FASCIA ALUM. BRACKET X 2.3s• 3•SO. POST - #10 S.M.S.®12.O.C. .. 2. 1. -- -- 612Wk x 2-/10 x 12' S.M.9: EACH SIDE OF ]• FRONTFACEOF ASCIA .024"RAFTER SO. POST (4 -TOTAL) .. ALTERNATE: 1/{•O BOLT W WASHER EA, SIDE OF 3• SO. POST �TT LOCATION,OF � 1'1/YSO:POSTM-012S.M.S. (2 PERSUPPORn RAFTER "TAIL" TO 15 TO FASCIA. ].00• 3• so. vosT GUTTER FASCIA oR z{o MAG BEAM ] so. Posr GUTTER FASCIA 3"SQ. STL. BEAM 1 L� MAG BEAM F ]• SO. POST 3"SQ. STL. BEAM J 13 _ 040" 6063-T6 O- ^ ^ ` ALUM. ALLOY 3004-H36.040" 3004-H36 ALUM. 1/2", 2ao� ss�0 1 50 TYP. jL� _ 1 1/2" --r-- �. s'µE90.F+ � , ��,;`,y'`�- -f- � .28" f 1.50 i ]7t2'_'.i2" W NO. 21513 �, . .9- 2007 "" m * I, ;,t,; gip' SCREWS NOTED IN DETAIL s4lrG E `" ` oa,,s p i _ �— VV TO BE @ CENTERLINE 1/2" MIN, EDGE°DISTANCE, TYP. G I V 1s- 'a`" 1 1/2" SQ. OR FASTENER,. ` �F ��0� 2" LATTICE TUBE O 1/2" MIN. PER DEATIL O #8x2"SMS OR 2 112", TYP. -J 9EE VARIOUS RAFTER DETAILS T . W---21/ 8" OR 11/8"FOR-6 1/7' RAFTER.& W= 3 1/8" OR 2 7/8" FOR 8" RAFTER 1 V2" SD. LATTICE OR 2" BRACKET -GENERAL @ 3"O.C. MIN. 8 T'O.C. MAX. LATTICE TO RAFT. 18 I.C.C. E.S. EVALUATION 1 DRAWN BY: K.K. roFOX ENGINEERING INC. PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER ogTE11R30002 JAME9G:FOX,CINLENGINEER UVELOAD" SHEET' ER -2840P SCALE: NONE 10, 20 s 30 pst DURALUM PRODUCTS, INC. 9060 TELEGRAPH RD., DO WHEY, CA 90240 BEAM TO'POST HORIZ WIND 11269 ALPINE AVE., SACRAMENTO, CA 95626 12 OF 30 REVISED BY: K.K. 6 D.P. (5621806-1337 . FAx:927.2509 (oxen OolmeiI.=. 70, 90 d 110 MPH ,ae w.ORa�� (916) {52-7021 FAX {03.1319 selesdWunlum.com DOUBLE RAFTER CONNECTION DETAILS 1 1/2" OR 2"LATTICE. #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTION PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL. –� CONNECTT. (8 -TOT.) 3"x 3"STL.POST (24") 1 o I I INSERT ATTACHED OR ALTERNATE : 3"x 3"STL.POST COLUMN (2)-2x6.5" A FOR FREESTANDING (2)-3"x8"HEADER (2)-1/2"60LT 2"x 6.5" SIDEPLATE • DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE I y— LATTICE 1 1/2" OR 2 " RAFTER I-2ALTERNATE 1/2" OLT ALTERNATE: 2)-#10 S.M.S. EACH RAFTER 0 COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: ' (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2". BOLT OR CONNECTOR (2)-.#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 I.C.C. E.S. EVALUATION DRANM BY; K.K. FOX ENGINEERING IN( REPORT NUMBER - LATTICE BEAM TO POST CONNECTION 3.5" 3.5" %BEAM SPLICE TO /? 1� OCCUR DIRECTLY OVER ? 5/8"0 PLASTIC I POST. NOT PERMITTED PLUG WHERE @ 2 -POST UNITS - SCREW IS INSIDE #14 SMS MA) BE USE AS 3.ALDTERNATE 3.5" 1/4"0 BOLTS 5" . 8" BEAM OR 0 i - 6-#14 SMS EA. SIDE j I 6 1/2" SIDEPLATE EA #14 SMS EA. SIDE I SIDE SEE POST SCH TOP, MID HEIGHT AND BOTTOM: -- — - - - — 3"SQ. POST BETWEEN SIDE PLATES ( BEAM TO POST CONNECTION it POST SCHEDULE 21 3 SQ. x.024" + (2)-2" x 6 1/2" X.024" 1 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY 3" SQ. x.024" + (2)-2" x 6 1/2" x.032' W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. PpOFESSI, �� 'MESC•e � w+ NO. 21543 Exp. 9-20.2007 n sr�T C nn L f.OFCAL1F� DATE: 11123/2002 . �.IAMES G. FOX, CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: ER -2640P SCALE: NONE LATTICE I 10, 20 8 30 p,r 1(916)452.7021 DURALUM PRODUCTS, INC.JSHEET 8080 TELEGRAPH RD., OONMEY, CA 90240 CONNECTIONS ORIL 1MND • 13 OF 30 REVISED BY: K.K. E D.P. (562)600,1337 FAx:927.2509 !oxen 0289 ALPINE AVE., SACRAMENTO, CA 956289�IIOImail.eOm - 70, 90 8 110 MPH FAX 103.1519 eeleaf6lAurehim en.• Ad M. OF'ma)�. 6.5" ROLLFORM 4" 1=BEAM 4.5" /MAG GUTTER MAG BEAM 3 SQ. STEEL BEAM FF JJo. 70890 MPH - 70890 MPH 70890 MPH m o i3 N MAX.POST FREESTAND . ATTACHED MAX.POST - FREESTAND ATTACHED . 70 890 MPH 70 A 90 MPH MIN.MAX-POST aG ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED w O SPACING FTG. POST FTG' OST SPACING FTG POST FTG• POST SPACING FTG MIN. SPACING MIN. MIN(IN. SPACING MIN. (IN.) Ty (IN,) T,� (IN.) TYPE (IN.) . POST FTG. POST FTG• POST FTG. FTG.MIN.TYpE (IN.) TYpE (IN.) TYPE FTG POST POST 4' 1T-�" 14'-3" 26 A 29 TYPE PN.1 TYPE (IN.)' IN.) TYPE �j F 22 X 21'-9" 70 G 22 A� 15'-T'• 226 G 22 A 16'-4 27 A 24 5' 13'-7" 12'-9" T2 77 F . 23 19'-6" A . 2�8 G 23 . 13'-7" �6 F 22 B A� 2�0 G 22 Ax 26 1a' -o° 26 F 23 / 1a'a" /e G 23 A/ 12'-2" 2%6 F 22 A/ s' 11'-a" 11'-7" 2 F 23 B 1 T-9" 2% G 23 g 12'-9" 2�j F 24 g 13'-4" %8 G 24 gv 11,._1„ 2�6 F' 23 g 7' 9'-8" 10'-9" R3, `29 1 24 B 16'-5..p G 24 2�7 F • 24 B 12'-4"B 11'-9' 2�8FG 25. B 10'-3" 24 -F 23 B 8' 8' 6" 10'-0" F 24 g 15'-4" 2 27G 24 g 11-0" 274 F 25 B 11'-6" 23 25 2,�4 B 9'-7" 22 F 24 B 9' 7'-7" 9'-6.. 4 F 25 B 14,-6„ 26 G 25 10'-5" 23 23 z3 26 7 B /24 F. 26 B 10'-10° 24 26 g 9'-0„ 222 F 24 B 10 6-9' 9'-0" �4 F 25 B 1'3'-9" �7 G 25 g 9'-10, 23 F 26 23 21 1 r s'-2" e'a" 2s /a B 10'-3° . /a G '2s B e'-7 /22 F. 25 B �4 ' F B 13'-1" �!7 G. 25 B 9'-5" 23 26 9'-10" 23 23.. 24 F B 74 G 27 g 8 "2 2�2 F 25 B 12' S'-8" 8'-2" g 12'-7" 26 �a F 2s 77 G 2s g 91-0" 2�4 F 27 B 9'-5" 23 G zo 13 5'-2" T-10" 20 23 /4 27 B T-10" 71 F 2s g 20 1 . F ` 26 B.: 12'-r' 74 G 26 g 8'-8" 20 F 27 g s' -o" 2%a G 27 B . 7-6" 20/z, F 26 g 14' 4'-10" T -T' 27 11'-7.. z3 T2 17 F ' B: 24 G 26 g 8'-a" 20 F 428. B 8`8" 220 G 28 B 7-3" 20 2s 15' 4��„ 7 71 F 27 g 11'-3" a G 27 B 8-0"8'-1" �1 F B %1 F B 2/1 G 2s B 7-0" 2%1 F 26 B 16' 4'-3" 7'-1 ' 2�1 F 27 B 10'-10" 23 (� 27 7'-9" 20 3 B /, F 28 g 8'-r' %1 G 28 g . 6'-s" 20 27 17 4'_0„ s'-10" 20 . F 27 B 1o'-7" z3 G 27 T -T' 20 20 21 F B 18 /a B /1 F 2s g 7'-11" /1 G 29 B s._7„ 20 27 18' 3'_9„ s'-8" /s F 28 g 10'-3" z/1 G . 28 B 7,4„ ,/s F 2s g 7'-8'. , a G 2s , 6 � F B 19, s'_T' s' s" TIF, F . g 10'-0° 18 /,s B 6,�n 79 F 27 g 28 �, G 2s g �'-2" /9 F 2s g 7'-6" 1 ,9 G 29 . g 6.2.. ,/s F 27 B 20' 3'-4" s,�„ , 19 ' F 28 B 9'-8" 2/ F 2s T-0" 1 e - 21' 6'-2.. 18 2021 B �9 F 29 g . T-3" X, 'j. 5;29 8' ��6_0 1�9 F 28 g n., 6 3'-2" �9 F 28 B 9' 6" �1 F 28 g 6'-9" 18 F 29 18 I . ,y 30> i" 18 �9 B 7'-1" NOTE: i9;,, :.r;•• ` B `. i; Y ; �9 F 28 B 'ZI .t FOOTNOTE: "SAMPLE"6r"" Paocess+o FOOTING SHOWN IN CUBIC INCHES 16. I, y� WITHOUT SLAB. o -o- MEs C. FIGURE INDICATES MAX.. HT. = 10'-0" (jJ Fo 1 � �` '� F —E]—FIGURE INDICATES MAX.. HT. = 1 U� ' SEE ALTERNATE FOOTING TABLES ;-3 � No lista � SHT 9 FOR ATTACHE EXP nm b SHT. 29 FOR FREESTANDING .9c30 -2W .. . I.C.C. E.S. EVALUATION ORAWNBY: K:K. REPORT NUMBER DATE: ttrzaKIK, ER•2640P SCALE: NONE ' WFOX': AMEG. FOX, CIVIL ENGINEER POSTSPACINO TABLE UYELOAO • PATIO COVER SYSTEM"AS MFG. BY: -REVISED BY: KK & D.P. 060 TELEGRAPH RD., DOWNEY, CA 902{0 70180 FREESTANDING 10,'20 & 30 psi DURALUM.PRODLK:TS, INC. SHEET ANDATTACHED 582 606.1577 - FAX:927-2509 lumn Aatmo9.mm HORIZ. WAND • ' 70, 90 6 NO MPH 14 6269 ALPINE AVE.; SACRAMENTO, CA 9S626 . 14 OF 30 - (916)152.7021 FAX {011519 s+IesQOmiNm.com NO -30 -: 10# L.L. 70 / 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS 7 I-BEAM DBL.2"x6.5"x.024"BEAM [Xj x 70 MPH 90 MPH 70a90MPH "�'x8''B AM 3"X8" BEAMw/INSERT 5 p 5 7o a 90 MPH 70 a 90 MPH 70 a 90 MPHco _ g u < . SPACING. FREESTAND FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED a z FTG•. MIN. FTG.. MIN. FTG MIN. SPACING MIN. MIN, SPACING N FIN MIN. SPACING Lo 9 1' (no POST POST POST fir'' POST �G' POST �G' P057 �G' POST FTG. MIN. FTG MIN. (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE QN.) TYPE POST POST �- (IN.) TYPE (IN.) TYPE (IN.) TYPE PN.) TYPE 4' 17'-0" 45'-3" 3�6 G 40 41 G 32 � 11'-7" 226 F . 20 A 13'-10" 24 21 �g F B 29'-3" 75 G 27 B 4' . 5' 13'-7" 40'-6" 377 G 47 G 33 �E 10'-6" 2/27 F 21 B 12' 4" 24 22 �6 F B 26'-2" 34 28 6' 11'-4" 37'-0" 36 40 34 B 26 �5 G B 5' 34 7 G 40 G � 9-7 26 22 F 22 g 11'-3„ z 26 F 23 g 23'-11" 35 G 2s B 6' 7' 9'-8" 34'-3" 35 G 4 G 35 �E 8'-10" 2 27 F 22 g 10'-5" 24 23 /C 8' 8'-6" 32'-0" 33 36/ 35 B 23 �6 F B 22'-1" 75 G 30 �C 7' �4 G /38 G 8.� �4 F 23 B 9'-9" 21 24 32 �//2 F B 20'-8" 33 G 31 X 8' 9'. 7'-7" 30'-2" 33 36 36 E F 2�4 F B /22 F g 19'-6" 32 G 31 E 9' X4 G X8 G 7'-10' 23 g _5 21 25 10' 6'-9" 28'-8" % G 3X8 G 37 E 7'-5„ 23 24 21 82 F g 18'-6" ! 32 B 11' 32 36 � �za F B B'-9" 25 /33 G 10' 6'-2" 27'-4" 3X2 G 36 8 G 37 E T-1„ 23 24 2�2 F B 32 G 32 11' �4 F g 8'-4" 25 17'-8" 32 12' S'-8" 26'-2 _2 G �8 Gn.3 F 6'-9,, . 2�4 F 24 . B 8._0.. 21 26 32 13' S'-2" 25'-1" 31/ 34/ �2 F B 16'-11" 73 G 33 12' /32 . G /36 G s' 6" 2� F 25 B 7'-8" to 21 F 26 16'-3" 29 14' 4'-10" 24'-2" 31 34// E 20 B �0 G 33 13' �2 G /36 G 39 6'-3" F 25 B 7' 4" 2� F 26 B 15'-8" 2�0 G 34 B 14' 15' 23'-4" 3�2 G 3�6 G 39 25 7'-0' 20 . 4 �, 16' 31 s'-0" 2� F B 2 F 27 B 15'-2" 2�0 G 34 B 15' 4'-3" 22'-7" X2 G 76 G 40 F .5'-9" 20 26 6'-8" 20 30 z F B z F 27 g 14'-s" 29 G B 16' 17' 22'-o" / G /36 G 40 F 6-6" 20 26 20 4'-0" F B 6,�" 27 zs 18' 3'-9" 21'-4" 30 33 18 1 F B 14'-3" �o G 35 17' �0 G % . G 41 F 5'-3" �9 F 26 B 6'-0" 1�9 F. 28 g 13'-10" z� 35 B 19' 3'-7" 20'-9'. 3/30 G j134 G 41 F 5'-0.. 1�9 F 27 B 5'-8" 18 28 26/27 G / 18' 20' 3 �„ 20'-3" 30 G 3� G 41 4'-g„ 18 �9 F B 13'-5" /27 G 35 �E 19' F /9 F 27 B 5'-4" 18 F 28 3..L... ,Z6; B �9 B � 3RUE. ;/; -G 36 20' 21'3'-2" 19'-9" 18 2�0 3�3 G 42 F 4'-6" �9 F 27 B 5'-0" 18 28 �`1 ;9 1;25.' '.�, B ' /s F w /6 �G 38 � 21 NOTE: FOOTNOTE: "SAMPLE" , FOOTING SHOWN IN CUBIC INCHES Co Ca® P,o FESSjoN WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" � fn • 4$ 7, I.$ G., ' s SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX.. HT. = 12'-0"fn+ i'• SHT. 9 FOR ATTACHED &NO. � No. 213+3 SHT. 29 FOR FREESTANDING .. -.%,717[ EXP. 9.9.70.20074t .70.2007 a ` `4 �l R� S CIyR I.C.C. E.S. EVALUATION L' V1 V R of PRAWN BY: X.K: FOX ENGINEERING INC.- '�,...,.,_ !?i�,.FF nle REPORT NUMBER DATE: 11/278002 P JAMES G. FOX, CIVIL ENGINEER LIVE LOAD PATIO�COVERSYSTEM•AS MFG. BY: POST SPACING TABLE SHEET ER-2640P REVISE BY: _ 8080 TELEGRAPH RD.. DOWNEY• CA 90240 fO. IOdJO psl `D�1RAtdbL P89D0CfS, INC. REVISED BY: K.K. a D.P. 70/90 FREESTANDING HORI2. WINp. 582 808.1]]7 FAX:927.2309 fuze A°Imail.com AND ATTACHED 70, 90 a 110 MPH 82°9 ALPINE AVE-, SACRAMENTO, CA 95828 15 OF 30 (918)152;7021 FAX 403-1519 sales&dumkm.com 'O°NO'°��1i I.C.C. E.S. EVALUATION REPORT NUMBER ER -2840P 10# L.L.1 6.5 110 MPH ROLLFORM 110 MPH FREESTANDING �F CFCALIN �i�__ 4 I -BEAM - SHEET & ATTACHED SOLID PATIOS 4.5 / MAG GUTTER 12' OR MAG BEAM LESS 3"' SQ. STEEL BEAM OURALUM PRODUCTS, INC. . 5 = o C7 m S Q rn o z MAX.POST SPACING FREESTAND ATTACHED FTG, MIN. MIN. MAX.POST SPAGNG .� 110 MPH FREESTAND ATTACHED MAX.POST SPAGNG 110 MPH FREESTAND ATTACHED MAX.POST 110 MPH FREESTAND ATTACHED MAX.POST 110 MPH FREESTAND ATTACHED (919) 952.7021 FAX 103.1519 s9les�oureNm.wm vO 11'-7" (IN:) /32 3/32 POST TYPE. F FTG (IN.) 23 POST TYPE A/B 18'-4" FTG (IN.) 335 POST TYPE H FTG' (IN.) 27 POST TYPE A /g 12'-9" FTG' (IN.) 32 Xg POST TYPE F FTG. (IN.) 24 MIRSPACING OST TYPE4 A� 13 „ FTG' (IN.) 3/33 POST. FTG' TYPE '.(INJ F 25 POST TYPE A� SPACING 11'-1,. FTG, (IN.) 3�2 POST TYPE F FTG' (IN.) 23 POST TYPE A /g 4' 17'-0" 5' 13'-7" 10'-4" F 24 �g 16'-5" ! 3/36 G 28 AX 11'-5" 3/313 F 25 A� 11'-11" 3�3a F 26 A� 9'-11" %32 • F 23 A' 6' 11'-4" T-6" /2 F 23 �g 15'-0" _ 3�6 (j 29 B 10'-5" 32 /3 F 2s A / 10'-10" 33 % F . 2s q / s' -o" 31/ /"32 F 25 B AX 7' 9'-8" 8'-9" V2 F 26 A -10" •3�6 32 G 30 B 9'-7" 3�3 F 26 A� 10'-0" 3� F 27 A� 8'-4 X2 F 25 A X 8 8'�" 8'-2" T-9" 7'-a" �9 �g �s F F F 26 27 27 /g A A 13'-0" 12'-3" 11-7' X3 32 /33 32 �3 G G G . 31 31 32 B B B 9'-0.. g,� 8'-0" 2 `0 /33 29 Xo 29 �0 F F F 27 28 28 A X AX A�. 9'-5.. . 8'-10" e'-8" 30 /, 30 �1 330 F 2a .. F 28 F ' 29 -A / A� A� 7'-10° 7,�,� 7' 0" 28 /9 28 /�9 28 F F' F .26 26 27 A/ B A/B A . 9 7-7" 10' 11' 6'-9" 6'-2" 7,-0" 6'-8" �9 /is F F 28 28 A/ A / 11'-1.. 1o'a" 3�3 32 �3 G . G 32 33 B B 7,_8.. 7.�„ 29/0 �3 zoo F F 29 29 A j A/ 8'-5" r-8" 3�1 %, _ F 30 F 30 A/ A� 6'-8" s,4„ 2�9 2/9 F F 27 z8 A /B A/ 12' 13' 5'-8" 14' S'-2". 6'-5" �6 F 29 A 10'-2" 29 /3o G 33 B 7'-0" 26 i F 29 A B 7,4., 27 /8 F 2s A/ s'-1" 25 /zs F 28 A� 15' 4'-10" 6'-2" Y6 F 29 � 9'-10" 270 G 34 B 6-9 2/27 F 30. A� 6'-10" 2�8 F 30 AX 5'-10" 2// F 28 A /g q �„ 6' 0" �6 F 29 B 9�- 2�0 G 34 B 6'-7" 26 /z7 ' F 30 A / 6'-10" 27 /8 F 30 A / . 5'_7" 25 /s F 2s A/ 1s' 4'-3" 5'9 5'-9' /z�6 F 29 A� 9'-2" % 2 G 34 B 6•-4" 2l7 F 31 AX 6'_7" 2�8 F '.31 q/ 5-4" 2%6 F 29 A� 17' 4'-0" �6 F 30 8'-11.. !0 /3 G . 34 B 6'-2" 2/62 �7 F 31 A 6'-5" 27 X8 F 31. q 5'-1" 25 /!s F 29 AX 18' 3'-9" 5'-5" �4 F 30 A /g 7_72�7 8'-8,. 26 /zi G . 35 B 6'-0° 23 /ia F 31 A / 6'-3" %6 F 31 'A/ a' -1o° 2/ia F 2s A/B 19 3'_7" 5'�" S'-2" �4 �a F F5'_g"23 30 31 X j/d/B 8'-5" g'_2" 2sl G G 35 35 B B 5'-10" 23 a l /24 F F 31 31 A 6'-1" 5'-11" .:32r_ .. = 4'-7" � ;a Y7 32 . q�4;�„ - y; ^ t24 23 %4F 23 �4�4 F 29 29 A XB3' A21'. 20' -4" 3'-2" 5'-0" F 31 8'-0" 26 �7 (j 36 B 5'�" 2/2l4 F 32 A� 5'-9" 32 A �/y, 41 23 29 A /Z4 F NOTE: P-3 'FOOTING WITHOUT SEE ALTERNATE SHOWN IN CUBIC INCHES SLAB. FOOTING FIGURE FOOTNOTE: INDICATES MAX.. "SAMPLE" HT. - 10'-0" FIGURE INDICATES pp, I .:y� Pp0FE5gION �0 'VE9 C.< .+ L Q TABLES MAX.. HT. = 12'-0"L :.5 '��% Ytiw NO 21543 a SHT. 9 SHT. 29 FOR ATTACHED 8 FOR FREESTANDING p � �;�,yr e I vi,yj�� i EXP. ]0-20% I.C.C. E.S. EVALUATION REPORT NUMBER ER -2840P ORAWN BY: K.K. DATE: 112]2002 FOX ENGINEERING INC. P JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLEd LIVE 'LOAD • �F CFCALIN �i�__ PATIO -COVER SYSTEM AS MFG. BY: - SHEET SCALE: NONE • I a0(f0 TELEGRAPH RO., DONMEY, CA 90290 110 FREESTANDINGPsf ]0 OURALUM PRODUCTS, INC. . REVISED BY: K.K.80.P. 592 309.1337 FAX:927.2509 I. AND ATTACHEDHIND• 8299 ALPINE AVE., SACRAMENT O, CA 95029 180E 30 ttofmail.wm 110 MPH (919) 952.7021 FAX 103.1519 s9les�oureNm.wm �e MO' �� 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS > 7" I -BEAM 1011 I -BEAM DBL. 2"x6.5"x.024"BM 110MPH 3x8'' A 3"x8" BEAMw/INSERT ma 2 O_00m* . i lO MPH 110 MPH 110 MPH 110 MPH Cr, 63 -5 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTANp ATTACHED MAX.POST FREESTAND ATTACHED < i SPAGNG FTG MIN. FTG MIN. SPAGNG MIN. MIN. SPACINGSPAGNG rn O POST POST FTG. POST �G' POST FTG. POST FICaIT"!-7 �C'' POST FTG' POST M—IN MIN. SPACING F7G. POST FTC'' POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 37'-0" 42 34 B 52'-2" 50 38 E 9'-7° 30 31 (IN.) TYPE (IN.) TYPE 744 a �3 K XF 72 F. 22 B 11'-3" �2 F 23 B 23'-11" 39,0 G 30 B 5' 13'-7" 33'-1" �q J 36 B 46'-8" 75 K 40 8'-7" 72 F 23 B 10'-1" 3 32 F 24 B 21'-4" " G 31 B 6' 11'-4" 30'-2" /1" J 37 B 42'-7'. 5�3 K 41 F 7'-10" 72 F 24 B g,_2„ 3� 3y 7' 9'-8" 27'-10" 42 B 50 E 30 �2 F 25 B 19'-6' /40 G 32 B �q H 38 � 39'-3' X3 �( 42 � 7'-2" �2 F 24 B 8'-6' 3 32 F 26 B 18'-0" /40 G 33 B 8' 8'-6" 26'-1" �2 XH 37 36'-11„ 4749 K 43 F 6'-9" �8 F 25 B 8'-0" 28 3 7g F 26 B 16'-11 �� G 33 B 9' 7'-7" 24'-8" 40 27 �H 3g 34'-10" 4�s J 44 F 6'-4" 78 F. 25 B 7'-6" 2�s F 27 B 15'-11"� G 34 B- 10' 6'-9" 23'-4" 72 G 40 E 33'-0. a79 J 45 F 6'-1" �8 F 26 B 7'-1„ 228 F 27 B 15'-1' 3 3, G 35 B . 29 11' 6�-2" 22'-3" 40 E a8 �2 G . 41 X 31'-6" �9 J 45 F. 5 _g �e F 26 B 6'-9„ 2�g F 27 B 14'-5" 36•� G 35 B 12' 5'-8" 21'-4, ao 41 E 30'-1" as 27 �3 /a2 G / /a9 J 46 F 5'-7' /28 F 26 B 6'-6" 28 ,_ 13' 5'-2" 20'-6" 38 E 28'-11" 2a �9 F 28 B 13 77 G 35 B �0 G 42 �5 J 47 F 5'-5 �5 F 27 B 6'-3" 25 28 F 28 B 13'-3" 33 34 G 36 B 14' 4'-10" 19'-9" 70 G 42 F 27'-11. 4�5 J 47 F 5'-3,,. �5 F 27 B 6-0' 2�6 F 29 B 12'-9" 3 37 15' W-6" 19'-1" /ao G 43 E;/ 26'-11" �5 J 48 F 5'-1" 24 F 28 B 5'-10„ 2�6 F 29 B 12'-4" 33,E G 37 B 16' � / W 4'-3•. 18'-6" �0 G 43 F 26'-1" "5 J 48 F 5'-0" 2a F 28 B 5'-7" 25 - 1 34 G E 38 �5 �e F 29 B 11 11' �4 G 37 B 17 q,_0„ 17'-11" 70 G 44. F 25'-4" 4�5 J 49 F - - - - 5'-4" 25 ,_ 18' 3'-9" 17'-5. 36 E ,_ „ 42, _ _ _ _ %6 F 29. B 11 7 734 G 38 F �8 G 44 24 7 /43 J 49 F - 5'-1" 223 24 F 29 B 11'-3" 38 B 19' 16'-11" 36 � E 23'-11" a2 • �, G 3'-7" /38 G 44 �3 J 50 F - - - - 5'-0'. 23 30 „ 3 20' 16'-6" 36 E 23'-4" a?� H,24`F;_ i 8 10 -11 �� G 38 3,�„ �g G 45 /43 50 F - - - - �` - ="rC F 3 21' 3,_2„ 16'-1" 36 E a� H _ - �`, 4' �?i'a 10'-8' %31 G 39 �8 G 45 22'-9" /a3 50 F - - - �� - �1,�' E C� / 110 -5" Y31FG 39 E NOTE: fir. FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" In �, pRaFESSb y, •-A ��' �'M,ES C, p �1 WITHOUT SLAB. 'FIGURE INDICATES MAX.. HT. = 10'-0" -+J MAX... = 12(•0 ) A- y 4 SEE ALTERNATE FOOTING TABLES FIGURE INDICATES HTy NO 21547 m SHT. 9 FOR ATTACHED 8 °�+� EXP. 9.00.2001 s SHT. 29 FOR FREESTANDING �`'`+.: o-:•;1.iS'3��\ "0 � ll�rEOF v,UiRF��• LC C. E.S. EVALUATION DRAVAI BY: K.K. FOX ENGINEERING INC. 1' REPORT NUMBER - DATE: 1127/2002 LIVE L.A. • PATIO COVER SYSTEM AS MFG. BY: SHEET JAMES O. FOIE, CIVIL ENGINEER POST SPACING TABLE ER -2640P SCALE: NONE = 6060 TELEGRAPH RD., DONMEY, CA 90240. 110 FREESTANDING 10, 20 8 70 psf DURALUM PRODUCTS, INC. ' REVISED BY: K.K. 8 D.P. ANDATTACHEO HORIZ. NAND • 828VALPINE AVE., SACRAMENTO, CA 95626 17 OF 30 (562) 606.1337 FAX:927.2509 faxengCMhotmall.com 70.90 6 110 MPH (916) 452.7021 FAX 4011519 sales®Evntum.mm J0e 1o' c"" w" NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING C.C. E.S. EVALUATION DRAVN BY: K.K. EPORT NUMBER DATE: IIrn=02 R•2640P SCALE:NONE REVISED BY: K.K..a D.P. ACHED SOLID PATIOS 6.5" ROLLFORM 4" 1 -BEAM So iE c42 g a z w OOST MAX.POST SPACING 110 MAX.POST SPACING MP NDMPfTTACHED ffFFrG.IN. PEN TG. MIN. POST ) TYPE FREESTAND ATTACHED FTG, (IN.) pOS7 TYPE �G' (IN.) OS TYP, 110 MPH 10'-3" �0 31 F 23 g 15'-1 V 3/ 34 G 2e B s 7'-1" 9'-2': 30 F • 23 B 14'-3"Yu MIN. POST G zT MIN. POST B s 5'-11.. 8._5.. 30Y 31 F 24 - B 13'-0" 3 34 . G 26 B 7* TYPE (IN.) TYPE F 25 B 12'4" 334 G 29 B a g 4'-5" 3'-11" 7._3.. 6'-10.. 27/ 27---- 7F F F;:.2s 2e B B 11'-3.. 10'-7" 30/ 30/ 31 G . G 29 B B ,0' 3�-T U-15" 2%- F - ze B B G 3/ B „• 3'-2" 6'_2" 2/ .F 27 B 9'-7'• �� G 3, B 17 - 5''10"2/. 26 F 27 B 9--2--%, 31 G 31 B 13' - - 5.-6.. 2X F 77 B a'-10" 30 31 G 32 B 14' - 5'_2" 27/ F 27 B 8'-6" 2. G 32 B 15' - - - - - - 8'-2" 2/ G 32 • B _ F _ B - T-11" 27 2e G 33 B 2% F 26 B 6'-9" za / F 27 . G 33 B NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING C.C. E.S. EVALUATION DRAVN BY: K.K. EPORT NUMBER DATE: IIrn=02 R•2640P SCALE:NONE REVISED BY: K.K..a D.P. ACHED SOLID PATIOS 12' OR LESS 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM MAX.POST SPACING 110 MPH FREESTAND MAX.POST SPACING 110 MPH MAX.POST 110 MPH ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED MIN. . FTG (IN.) POST TYPE FTG (IN:) MIN. POST TYPE , FTG MIN. POST FTG _ (IN.) MIN. POST SPACING FTG. MIN. POST FTG. MIN. POST 11'-3" .(IN.) TYPE QN.) TYPE (IN.) TYPE 31 G 23 B 11'-9" 3Y G 24 B 9'-9" /2 G 22 B 10'-1 ° '% G 24 B 10'-6" '% G 24 B 8'-9". % G B 9'-2" 3/ G 25 B s'-7" '/ G 25 . B a' -o" '° G 24 B 8'-6" 31 G 26 B 8'-11" 3i 32 -G 26 B 7'-5" / G 24 B 8'-0., 28 Y. G B 8,� . ze / G 2s B s'-1 r' 27 - F 25 g 7'-6„ F 27 B. 7'-10",F B s. -s„ 27Z F 25 g F 27 B 7'-s" 9 F Z7 B ' s'-2"• 2% F 26 B 6'-9" za / F 27 B 7'-r'' % F 28 B 5'-1 r' 29 % F 26 B 6'-6" 28 / F za B 6'-9" 2% F 28 j 5'-8" 226 28 F 27 B s'-3" zs / F '28 g s' -s" 2�. r r 29 5'_5.. 2� 2s F 27 g s' -o° 25 26 F B s'-2" 2% F 5'-2" 2 zs F 27 B s-10" 25 / F z9 B s'=r' % F 29 j 5'-8" ?Y F 29 B . 5'-10" z� F 29 � 6-6" 25 F 30 B 5'-8" 23 24 F FOOTNOTE: "SAMPLE" FIGURE INDICATES MAX.. HT. _ ,D'-0" —B--FIGURE. INDICATES FOX ENGINEERING INC. X JAMES G. FOX, CIVIL ENGINEER 0060 TELEGRAPH RD.. DONMEY, CA 90240 ! 4 31 a :HT. Qµ0 FE SS10 �'ES 0 e 4 NO. 21543 E%P. Fwzm . S CNO. r POST SPACING TABLE I 'L7 LOADS PATIO COVER SYSTEM AS MFG.IY: SHEET 110 FREESTANDING 70.20 a 30 Par IDURALUM PRODUCTS, INC. ANDATTACHED HORIZ NAND- 0269 ALPINE AVE.. SACRAMENTO• CA 95926 18 OF 30 . 70.90 0 110 MPH ' (916) 452.7021'FAX 403.1519 mi-aLd—k— �� mom C Wm- 20# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS —rEl7 I -BEAM 10" I -BEAM DBL. 2"x6.5"x.024"8M 3'x8`' AM 3"x8" BEAMw/INSERT 110 MPH ,10 MPH 110 MPH ¢ 8 O LO m 110 MPH 110 MPH 5m g U u g MAX.POST FREESTAND. ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST. FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED ¢ w SPAGNG SPACING SPAGNG SPACING a 2 FTG, MIN. FTG MIN. POST POST FTG. MIN. FTG MIN. FTG. MIN. FiG MIN. SPACING MIN. MIN. F urO POST POST FTG' FTGMINPOST POST POST POST FTG. POST FTG POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 32'-9" % G 33 ' F 46'-2" 49 K 29 37 F 8' 6" / G 21 g 10'-0" % G zz g 21'-2" % G z9 S T-1" 29'-4" % G 34 F 41'-5" % K 3B F 7'-7" 3 G 22 B 8'-11_T%31 G 23 B 18'-11" Y37 � E G 30 / V-11- r' 2s' -s,. 4%. G 35 F 37'-9" % K 39 F 6'-11" % G 23 g 8'-2" % G 24 g 1r-3" % G 31 T 5 _ 1 ^ 24'-9" 42- 44 G 3B F 35'-0" °� K F 6'-5" 37 E 5, / F 23 B 7'-7" / G 2s g 16'-0" G 31 j 37 4'-5" 23'-2" % G 37 F 32'-8" 4/ K °, F 6'-0" / F 24 B 7'-r' % G g 15'-0" % G 32 49 s 3'-11" 21'-10" % G 3e F 30'-10" 4� J 42 F 5'-8" � F za B 6'-8.. 2B � 14'-1" 33 E G B / G33 E ,a 3.-6„ 20'-8" % G 3a F 29'-3" 4� J 43 F� 5'-a" 2 F 25 B 6'-4" % F zs B 13'-s" % G E F 33 ,r 3'_2,. 19'-s... a G 39 F 27'-1 r' % j 44 F 5'-r' 27 F zs 6,_0„ zs 1z _ 18'-11" F G 40. F ts'-8" % J 44 a'-1 r' 25 s,_s„ 2B F B / F 27 g 12'-3" / G 34 F 13• _ 18'-2" % G 40 F 25'-8" °5 - - - - - 40 7 J °s X 5'-6„ % F n B 11'-9" 30 35 F /3, G 14' - 17'-6" %. G 41 F 24'-9" % J 45. % - - - - _ 5,�„ 23 11-4„ 15 - 16'-1 r' % G 41 F 23'-10° % J 4s F - - _ - _ / F 27 B /3, G 35 47 G 5-2 � F 28 B 10'-11" � G � F 16'-4" % G' 41 F 23'-1" 47 J 46 F� - _ _ - - _ - 3, 10'-7' (� 3B F ,T 1s -1o° % G r42 F 22'-s" % J 47 G �3, - _4W7- °.1 G 3B "a=f F S. FOOTNOTE: "SAMPLE" w FIGURE INDICATES MAX.. HT. = 19-0" No. 21543. , FIGURE INDICATES MAX.. HT. = 12•-0" X .Exp..9-30-2007 ��JJJ fi NOTE: X. w FOOTING SHOWN IN CUBIC INCHES 90FESSION' Ss,�� 1�1�. _ AP MMES G., + WITHOUT SLAB. � " _ SEE ALTERNATE FOOTING TABLES �r �� NO. 21543 30.200F � SHT. 9 FOR ATTACHED b . -- EXP, SHT. 29 FOR FREESTANDING sr COV •'�OFCAIf Ofd`' I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11/23/1002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE UVE LOAD- [916)452-7021 ATIO COVER SYSTEM AS MFG. BY: ER -2640P - SCALE:NONE Y 1t0 FREESTANDING 10. Z08 30 p3f DURALUM PRODUCTS, INC, N�' EET REVISED BY: K.K. 8 D.P. (56) TELEGRAPH RO., OOWNEY, CA 90240 ANDATTACHED HORIZ. WND - 269 ALPINE AVE., SACRAMENTO, CA 9582E OF, 30 (582) 808.1777 FAX:917.2509 ,oXeng 6o1me8.eom 70, 90 8 110 MPM FAX 407.15,9 ules®dumlum.wm �� 30# L.L.110 'MPH FREESTANDING & ATTACHED -SOLID PATIOS �. 12' OR LESS 6.5" ROLLFORM 4" I -BEAM 4.5 / MAG GUTTER 110MPH MAG BEAM` 3" SQ. STEEL BEAM mQ� ,pJOm110MPH 110 MPH 110 MPH ,tOMPH o U MAX.POST, FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED' MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED. MAX.POST FREESTAND ATTACHED, L i SPACING FTG MIN. FTG MIN. SPACING FTG MIN. FTG MIN. SPACING MIN. MIN. SPACING SPACING 1- i m 0 POST POST POST POST �G' POST �G' POST �G' I MIN. MIN. POST �G' POSTG' POST FTG MI PON. ST (IN.) TYPE (IN•) TYPE (IN.) TYPE- (IN.) TYPE (IN.) TYPE (IN.) 'TYPE 'PN•) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE s'-0" 8'-5" G z, 13'-2" 3Y G 24 B/ 9'-3" Y G 22 B g -g, 29 Cl c / / G E 8'-r' % G' 21 B s . 4'-10" 7'-7" G 22 B 11'-9" 3� G 25 B zs n 8'-3" G 23 � 8'-8" G B zs s, 4'-0" � B 31 C 3D n � 7-2" � G � B s'-1 r' / F n / 1 o' -s" / G 26 7'a" % F 24BX r-11 %3D G 24 B s -r' 22 T 3'-5" s'_s" % F 29 B 9,11„ 3, g 2B B / % F B - G 27 7'-10" / F . 2s 7 4" 3 F 2s ' % s' -r' % F 3'-0" s' -o" % F 24 j 9'-3" % G 27 % s'a° 27 F B n B � n� 6 -10 . Y. F z5 5'-8" 2/7 - F 23 B s 2'-8" 5'-7" Y F 24 B 8'-9" 26 B zs . 27 / / G / s'-2' / F 25' j 6'-5'. 27 F 25 ..-. % 5'-a" % F z g . 27 4 2'-5° 5':.4" %. F 2s j 8'-a" % G. 2s % 5'-10" % F• 25 j s'-1" _ , F 25 ' % % F B; 1 r ' 5'_1 „ 26 zs B zfi 1 E 27 24 F / 7'-1'f'; % G �, % 5'-7" % F % s'-10° % F25 Ba -10' XE F 12• - a'-10" . / F 25 7'a" G B 5'-0„ F: zs B 5'-7„ - 2627 : 26 g 26 27 25 T-3" 25 26 G 26 27 F X 5'4" 1' B - - 30 26 E c 2y F . ;. / 25 T-0... G 3D % a'-10" % F 27 j ' 's'-2" / F 27 % - - - - - E NOTE:, I .� pI FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" $ ' a WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX.. HT. = 12,-0„ � ��fi ;; ; �•, -rQ4 �r SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING �yOFESSION ES 0. o t . NO. 21513 . .. EXP. 9-30-2007 a sr CIVIL �rFeF�t�� I.C.C. E.S. EVALUATION DRAWN BY: KK. FOX ENGINEERING INC. J "" REPORT NUMBER - DATE: tt2L200T LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE SHEET ER -2640P SCALE: NONE i 8060 TELEGRAPH RD., DONMEY, CA 902{0 '110 FREESTANDING 10, 20 8 ]0 psl DURALUM PRODUCTS, INC. REVISED BY: K.K. D.P. ANDATTACHED HORIZ VNND! 8289 ALPINE AVE., SACRAMENTO, CA 95828 200F 30 (582) 808-1]]7 FAX:927.2509• l0zeng hatmeil.cam 70, 90 d 110 MPH (918) 152.7021 FAX -103-1519 mle]®Cumium.mm 1 gm< nz fiG.M PIM 10" I -BEAM " " H DBL. 2 x6.5 x.024 BM DBL -6'A63§; x. 32" BEAM ,10MPH 110MPH 8"�EAM 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST .FREESTANDMP ATTACHED ., FTG. (IN.) MIN. FTG POST ( IN.) MIN. POST SPACING MIN. MIN. FTG. FTG POST POST SPACING FTG. MAX.POS7 MIN. MIN. SPACING �C'' FREESTA110 NDMP ATTACHED MIN. 6'-0" 2T-0" J 3, E� 38'-1" X TYPE H 75 TYPE F 7-0". LIN.) TYPE (IN•) TYPE ze (I N.) POST POST TYPE (IN.) TYPE FTG. (IN.) POST FTG. TYPE PN.) MIN. POST TYPE a, 40 ID B 8'-3" 29/ G z1 g 17'-5" 37 G s 4'-10" 24'-1" J 32 E� 34'-1" H 36 F 6'-3.. 2B F 2, B T-4" / G B 37 B s 4'-0" 22'-0" % H 33 XO,, F 3r -r' d4 H 37 F 5'-8" 2X zz 15'4" / G za B F 21 g 6'-8" �/ G 22 B 14'-3" 37 G zs T 3'-s' 20'-4° 41 G 34 F 28'-s" X � H � F /G 5'-3" 28 F 22 B 6'-2' G B 37 E Er 3'-0° 1s' -r' 37 / G 35 F 26'-1 r' °X H 39 �G _ 26 23 13'-2„ G 2B E 9' 2'-8" 18'-0" 3� G 35 F 25'-4" 41 H 4o F - - - _ - s' -1o" �/ G z3 B 12'-4' 34 % G 30 E� 3/ 42 I 6-6 G z4 g 11':7„ G 31 E/ ,D• 2'-5" 17'-0'. G ,� F 24'-1" 4/ H T6/ 11' - 16'-3" 37 / G 37 F 22'-1 r' 42 4/ X42 H G G - 5'_2° G 24 B 11''0" G 31 E ,z - 15'-7" 3� (j 37fl 22'-0" 4, " - - 4'-11" 27 G 252 E� ,3 - 14'-11" 38 3/ / H 42 G - - _ _ 4,_9.. / G z6E/ G 38 36 21'-1" 8 as H 42 G _ _ 14• - 14'-5" % G 3B F jG 20'-4" . H 43 G - _ _ - -XF3s%13'-11" M E G35 G/ 1s'-8" % H " G__F91-01, _ -31 NOTE: FOOTING SHOWN IN CUBIC INCHES' WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES MAX.. HT. FIGURE INDICATES MAX.. HT. e 2rj�ESs'/i� CIO 0- m PROFE SSIo4 w } rn ExFY...I--:,;}`�L)U7q, MES Q.F 41 NO. 21543 tm EXP. o -»mol I.C.C. E.S. EVALUATION DRAVM BY: K K REPORT NUMBER DATE: 11123/2002 200S FOX ENGINEERING INC. °} C! Y ��'a� '�� ' SA CIVIL r rtoFCAL%f ' ER -2640P SCALE: NONE REVISED BY: K.K. 6 D.P. JAMES G. FOX. CIVIL ENGINEER 0060 TELEGRAPH RD.. DOWNEY, CA 90240 f POST SPACING TABLE 110 FREESTANDING UVELOAD� 10, 20 8 30 P5f PAT40_p,V�.ySTEMASMFG.BY: DURALUM PRODUCTS, INC, SHEET . ANDATTACHED 502 006.1337 FAX:927.2509 faze holmail.com _ HORIZ WIND" 70, 90 8 110 MPH 6260 ALPINE AVE., SACRAMENTO, CA 05020 (010) 452-7021 FAX 403-1019 aal65@duntum.com 21 OF 30 j061'0. "'MA FOOTNOTE: ' HEADER AND OR MIN. NO.OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED REPORT NUMBER IA GATE: 11123/2002AWNBY:K.K. ER -2640P SCALE:NONE REVISED BY: K.K. 6 D.P. 10' HT. OR LESS 10# L.L. 70 & 90 MPH ATTACHED TYPE OPEN LATTICE PATIOS a ms o MAX COL SPACING ON SLAB SEE FOOT- NOTE' 3" STEEL BEAM DBL.2"x6.5"x.024"BM 2 2 DBL.2"x6.5"x.032" OR SM 3"x8"BEAM r DBL.3" x 8" BEAM 3" x 8" BM WANSERT POST SPACING ON FTG. S�CUBE 70690 MPH POST SPACING O N FTG_ SIZE POST SPAGNG O N FTG. SRF POST SPACING ON FTG. �� POS7 ' SPACING ON FTG. CUBE 70690 MPH 70 6 90 MPH 7p d 90 MPH 70490 . MPH s 11'-4" 13'-7" 19 —17-71 11'-7" 18 13'-3" 19 15'-7" 19 28'-9" 25 r 9'-8" 13'-1.. 9 10'-11" 19 12'-3" 20 .3 5 14'-7" 20 28'-1" 26 a 8'-6" 12'-7" 20 10'-6" 19 11'-5" 20 ' 13'-9" 2 4 20 2T-5" '27 g 7-7„ 12'-0" 21 10'-0" '20 10'-10" 21 3 5 13'-2" 21 26-10" 27 1a 6-9" 11'-6" 22 9'-7" 20 10'-4" 2121 12'-8" 26'-3" 28 11' 6-2" 11'-2" .22 9'-2" 21 9'-10" 22 12'-4" 22 25'-9" 29 17 5'-8" 10'-3" 22 8'-10" 21 9'-5" 22 11'-9" 2229 25'-3" 13' 5-2- 9'-11" 228'-7" 21 9-0 23 11 �, 23 24'-9" 30 . 14• •:W-10" 9'-7" 23 8'.4" 22 8'4' 23 11'-0" 2330 24'-4" 1s 4 9,-3G 23 81-0.1 22 8'-5" 24 10'-9" 24. 23'-11" 31 16' 1r 4'-3" 4'-0" 9'-0" 8'-8" 23 23 7'-10" 7'-7.k. 22 22. 8'-2" 7'-11" 24 24 10.�„ 24 23'-6" 32 10'-3" 24 23'-1'' 32 1s 3'-9" 8'-7" 24 7,-5„ 23 7'4 25 10'-0" 25 22'-9" 33 1s. 3'-7" 8,4G 24 7'-3" 23 7'-5" 25 25 22'-5" 33 2a 3'-4" 8'-2" 24 7'-1" 23 7'-2•, 25 9'-6„ 25 22'-1" 33 21' 3'-2" g-0,. 24 6'-11.. 23 6-11,. 26 26 34 FOOTNOTE: ' HEADER AND OR MIN. NO.OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED REPORT NUMBER IA GATE: 11123/2002AWNBY:K.K. ER -2640P SCALE:NONE REVISED BY: K.K. 6 D.P. 10' HT. OR LESS MINIMUM NO. OF POST y F HT.=6' MAX. HT.=1a MAX. mPOST s TYPE POST TYPE 1 2 1 2 ~ 2 2 2 3 2 2 r 2 3 2 2 2 3 2 2 .2 4 2 2 s 2 3 2 2 2 4 2 3 1a 2 4 2 2 3 4 2 3 ,r 2 4 2 3 3 5 2 3 12• 2 4 2 3 3 5 2 3 13' 3 4 2 3 3 5 2 4 14• 3 5 2 3 .3 5 21-.11, 15'3;.55 2 3 3 6 3 4 16' 3 . 2 .3 4 6 3 4 1r 3 5 2 4 4 6 4 11r 3 5 2 4 4 7 2 5, 1s 3 6 2 4 4 7 3 5 2a 4 6 3 4 4 ": 5 21' 2r 4 6 3 44 - W- NOTE: �rlx FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" �J WITHOUT SLAB. FIGURE INDICATES 70 MPH SEE ALTERNATE FOOTING TABLES PaOFESs10^ FIGURE INDI %s s 90 1 SHT. 9 FOR ATTACHED 6 MES a f SHT. 29 FOR FREESTANDING FOOTNOTE: No. 21543 COL. TYPES 1 =.024- SIDEPLATES, USE ON CONC. SLAB O LYS�� °`°' D so -2o07 ' COL. TYPES 2 - .032" SIDEPLATE$, ON CONC. SLAB OR FOOTItVp;)• mr 'elvm ,r �OFCKF FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER' POST SPACING TABLE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: 6060 TELEGRAPH RD., DOWNEY, CA 90240 70190 FREESTANDING 10.20 d 30 psf DURALUM PRODUCTS, INC. (562) 606-1337 FAX:D27.2509 IGxenp ttotmad.wm ANDATTACHED HORII . WI MPH ND 6269 ALPINE AVE., SACRAMENTO. CA 95626 (916)452-70-21 FAX.403.1519 sale,dw.rel"m. r0 )7 F C,A SHEET 22 OF 30 10# L.L. 110 MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS. MAX -COL. 3" STEEL BEAM DBL'.2"x6.5"x.024"BM DBL. R 3'x"x.o92" BM MINIMUM NO. OF POST r OR 3"x8"BEAM DBL. 3" x 8" BEAM 3" x 8" BM WANSERT SPAGNG ;2F ON SLAB POST CUBE FTG. Lo SPACING SIZE POST CUBE FTG. POST CUBE FTG. POST CUBE FTG. POST a HT.=B' MAX. SPAGNG SIZE SPACING SIZE SPACING d �' SEE ON - SIZE SPACING CUBE FTG. a HT.- 17 MAX. 1 FOOT- FTG. ON ON ON SIZE m POST TYPE POST TYPE NOTE • FTG. FTG. FTG. TG ¢ ~ 1 2 1 2 e 11'-4" 11'-11" 20 9'-7" 19 10,-4„ 19 12'-8" 25 19'-8" 33 s 5 3 6 r 9'-8" 10'-11" 21 9'-0" 19 3 10'-0" 20 12'-4" 26 19'4" 34 r 5 3 7 q a 8'-6" 9'-11" 21 8'-7" 20 9'-8" 21 12'-0" 27 18'-10" 36 B 6 3 7 q s 7'-7" 91-6" 22 8'-3" 20 9'-4" 21 11'-8" 28 18'-5" 37 s 6 4 g q 1a 6'-9" 9'-0" 22 T-10" 21 9'-1" 22 11'-5" 29 18'-1" 38 10, 7q 9 5 11• 6'-2" 8'-8" 22 7'-6" 21 8'-10" 22 11'-3" 29 17'-8" 39 11' 8 4 9 5 12• 5,-8„ 8 -4„ 23 T-2" 21 8'-7" 23 11'-0" 30 17'-4" 40 1r 8 5 10 6 13 5'-2: 8'-1" 23 7'-0" 22 8'-4" 23 31 17'-0" 40 13' 10'-9" 9 5 14• 4'-10" T-10" 23 6'-9" 11 g 22 8'-1" 23 10'-6" 31 16'-9" 41 14• 9 5 11 6 1s 4'-6" 7'-7" 23 6,-6n22 T-11" 24 10'-3" 32 16'-5" 42 1s 10 5- 12 16' 4'-3" 7'-4" 24 6,-4„ 23 7,-8„ 24 10' 7 -0" 32 16'-2" 43 16• 10 6 13 7 1r .4'-0" T-2" 24 6'-2" 23 7'-5" 249'-9" 33 15'-11 ' " 43 1r < 1B• 3'-9" 7'-0" 24 6'-1" 9 23 T-2„ 24 33 11 6 8 15'-8" 14 ' 6" 44 1a 2 2 2 2 17 T-7" 6'-10" 25 5-11" 23 6'-11" 25 9'-3" 34 15'-5" 44 2 2 1s 2 2 2a 3'-4" 6'-8" 25 5'-9" 23 6'-8"' 25 9'-01, 34 15'-3" 45 2d 2 2 2 2 21• 3'-2" 6,-6„ 25 5'-7" 23 6'-5"- - .1 25 8'-9;;:o 10 ::2� FOOTNOTE: • E�/�y c3.� HEADER AND OR NOTE: PµoFESS,op MIN. NO. OF POST FOOTING SHOWN IN CUBIC INCHES A;qv4wEs o.o REQUIRED SPACING WITHOUT SLAB. 1 + MUST EXCEED SEE ALTERNATE FOOTING TABLES 1 I - EXP. 9-30-2007 ALLOWABLE SLAB SPACING OR LESSER MUST BE USED SHT. 9 FOR ATTACHED d L. �i O. 21:543 SHT. 29 FOR FREESTANDING Lx 9-30- OfN s �• 2�®fFO.E: • s� clVll 1rE�a�J' COQ. TY .ES 1 - .024" SIDEPLATES, USE'ON CONC. SLAB ONLY C�F Gt .Q �df�o� CQp PES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. I.C.C. E.S. EVALUATION DRAVNJ BY: K.K. FOX ENGINEERING.INC. REPORT NUMBER - DATE:'11RL2002 LIVE LOAD• PATIO COVER SYSTEM AS MFG. BY: '+ JAMES L FOX, HR ENGINEER - POST SPACING TABLE SHEET ER•2640P SCALE: NONE S $0$0 TELEGRAPH RD„ DONMEY, CA 90210 110 FREESTANDING f0.20 8 70 psf OURAIUM PRODUCTS. INC. REVISED BY: K.K.dD.P. ANDATTACHEO HORIZ. lMNO• $269 ALPINE AVE., SACRAMENTO, CA 95$IB 230E 30 (SBI) 60$-1777 FAX:9I7-2509 foxeng hotma(I.com 70, 90 d 110 MPH 1(916) 452.7021 FAX 407.1519 sales X06 w. GFM4114 QAunlum.cam ri S o T ~ MAX.COL. SPACING ON SLAB SEE FOOT- NOTE • 20# L.L. 3" STEEL BEAM 110 MPH ATTACHED DBL.2"x6.5"x.024"BM OPEN DBL.2"xs.5"x.032" BM OR 3"x8"BEAM LATTICE DBl..3" x 8" BEAM PATIOS. 10' HT. OR LESS 3" x 8" BM W/INSERT } X: 5 m MINIMUM NO. OF POST FOOTNOTE:' POST SPACING pN FTG. CUBE FTG. SIZE POST SPACING FTG. CUBE FTG. SIZE POST SPACING FTG. CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE POST SPACING pN FTG. CUBE FTG. SIZE . MT.=B MAX. HT.=1a MAX. POST TYPE POST TYPE 1. 2 1 2 19 8'-6" 18 10'-0" 19 13'-10" 21 20'-9", 24 s 5 3 6 3 r 7'-1" 9'-3" 20 8'-0" 19 g'-8•. 20 12'-1" 21 20'-3" 25 r 5 .3 7 4 e 5'-11" 8'-9" 20 7'-7" 19 9'-4" 20 11'-9" 22 19'-10" 26 a 6 3 7 4 9 5'-1" 8'-4" 20 7'-3" 20 9'-0" 21 11'-5" 23 19'-5" 27 s 6 4 8 4 1a 4'-5" 8'-0" 21 6'-11" 20 8'-9" 22 11'-2" 23 19'-0" 28 1a' 7 4 9 5 1r 3'-11" 7'-8" 21 6'-8" 20 8'-0" 22 10'-11" 24 18'-7"• 29 29 ' n 8 4 9 5. 17 X-6"7'-5" 22 6'-5" 21 8'-3" 23 10'4" 24 18'-3" ,r 8 5 10 6 13• 3'-2" 7'-2" 22 6'-2" 21 814.23 10'-5" 25 30 6 1a - 6'-11" 22 6'-0" 21 7'-9" 23 10'-2" 25 17'-7" 14 9 5 11 $ 1s - 6'-8" 23 5'-10" 22 7'-6" 23 26 17'-3" 31 1s' 10 5 12 7 1s _ 6-6". 23 5'-8" 22 7'-5" 24 9'=8" 26 17'-0" 31 1s . 10 6 13 7 1r _ 614I 18 5'-6" 22 7'-0" 24 9'_5,I 2632 16'-8" 1r 11 6 14 8 . FOOTNOTE:' HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUSTEXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED REPORT NUMBER ER -2640P pVkOF s W NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. 0) 07 SEE ALTERNATE FOOTING TABLES -� SHT. 9 FOR ATTACHED 6/�� SHT. 29 FOR FREESTANDING �F CAI I %_a % DMNN B3 K.K: FOX ENGINEERING INC. DATE: 11722L2002F JAMES G. FOX. CIVIL ENGINEER POST SPACING TABLE SCALE NONE _ E 6060 TELEGRAPH RD., DOWNEY. CA 90240 110 FREESTANDING REVISED BY: K.K. 6 D.P. MlX �m_...� ,��,""�_ __ _ _. _ .. I ANDATTACHED NOTE: ' FOR 70190 MPH MIN. POST, SEE 10# TABLE F FOOTNOTE:' COL. TYPES 1 = .024" SIDEPLATES, USE ON CONIC. SLAB ONLY COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. V aFESSbN i w NO. 21513 m EXP. 9-70-207 s mr CIVIL 1lFOFGUF LIVELOAD" PATIO COVER SYSTEM AS MFG. BY: t0, 20 6 30 Psl DURALUM PRODUCTS, INC. SHEET HORIZ WND - 6289 ALPINE AVE.. SACRAMENTO, CA 95626 24 OF 30 70, 90 6 110 MPH 1(916)452-7021 FAX 405.1519 f41es®Aurotum.mm X>• �' °��' 3UF L.L. 110 .MPH ATTACHED OPEN LATTICE PATI ' } ' MAX.COL. SPACING 3" STEEL BEAM. DBL.2"x6.5"x.024"BM DBL .2"x6.5"x.032" BM - OR 3"XFBEAM DBL. 3" x 8" BEAM. OJ •3" x 8" BM W/INSERT 5 m ~ ON SLAB SEE FOOT - POST SPACING ON CUBE FTG. SIZE POST ' SPACING ON FTG. CUBE FTG. SIZE POST SPACING ONON FTG. CUBE FTG. SIZE POST SPACING FTG. CUBE FTG. SIZE POST SPACING FTG. CUBE FTG. SIZE s 6-0" 8'-1" . 18 7'_0" 17 8 1810'-4" 19 . 7 4 9 5 17'-1" 23 r 4'-10" 7'_7" 18 6'-7" 178'-0" 19 10'-0„ 20 16'- 24 e 4'-0" 7'-2" 19 6'-3" 18 7'-9" 1921 9._9,. 15'-8" 24 9 .3'-5" 7'-0" 19 6-0" 18 7'-6" 20 9'-6" 21 15'-0" 25 1O 3'-0" 6'-7" 20 5'-8,,- 19 7',3" 20 9._3n 22 14'-6" 26 1, 2'-8" 6'-4" 20 .5'-6" 19 7'-0" 21 9'-0" 23 14'-0" 26 1r 2'-5" 6'-1" 20 5'-3" 19 6'-9" 21 8'-9' 23 13'-7" 26 13 -. 5'-10" 21 5'-1" 20 6' 6" 21 8'-6,. 23 13'-4" 27 14•.. - 5'-7" 21 4'-11" 20 6'-3" 2224 8'-3" 13'-1" 27 FOOTNOTE:' HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUSTEXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED I.C.C. E.S. EVALUATION DRAVM+BY: K.K. REPORT NUMBER DATE: 11!10/2002 ER -2640P SCALE:NONE REVISED BY: K.K, a D.P. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING FOX ENGINEERIN—INC. JAMES G. FOX, CIVIL ENGINEER >< 9000 TELEGRAPH RD., DOWNEY, CA 90240 (562)000.1337 FAX:927.2509 to:en9Q110 10 HT. OR LESS MINIMUM NO, .OF POST } ax 5 HT.=(' MAX. HT. -la MAX. cr POST TYPE POST TYPE 12 2 s 5 3 6 3. r 5 3 7 4 e 6 3 7 4 9 6 4 8 4 111 7 4 9 5 ++ 8 4 9 5 12• 8 5. 10 ' 6 . 13 9 5 11 6 14• 9 5 11 6 NOTE: • FOR 70190 MPH MIN. POST, SEE 1011 TABLE FOOTNOTE:' COL. TYPES 1 = A24SI " DEPLATES, USE ON CONC. SLAB ONLY COL. TYPES:ETry32":SaIDEPL&TES, ON CONC. SLAB OR FOOTINGS. ;v0FES510 ♦� ''MEB C.R -1_ -YN t,. J— 3'0-2VVE NO. 213x] EXP. 9.30.2007 s s Iy it- -.111 S, CIVIL r POST SPACING TABLE UVE LOAD• PA TIO COVER SYSTEM AS MFG. BY: I10 FREESTANDING +0.20 a 30 psI DURALUM PRODUCTS. INC. SHEET ANDATTACHED HORIZ. NAND • 11269 ALPINE AVE.. SACRAMENTO, C' 930211 25 OF 30 70, 90 a 110 MPH (916) 452.7021 FAX 40}1519 991eseft—tum mm 1011 w ww'mr.%• s T s 9 1a 1y 1z• 13' 14' 15 1s• 1T 1 B' 19 20' 21' 10# ' L.L. 70 & 90 MPH FREESTANDING OPEN LATTICE PATIO COVERS 12' HT. OR LESS 11'-7" DBL.2"x6.5"x.032" BM. OR 3':X8"BEAM DBL. 2" x 6.5" x.024" BEAM MIN. POST TYPE CUBE FTG. 24 28 SPACING MIN. POST TYPE > MAX. MAX. SPACING DBL. 3" x 8" BEAM MPH 3" x B" -BM W/ INSERT ma Fx MING/CUBE POST TYPE28 3 = m o MAX. POST HT. = 8' POST HT. = 12' MAX. MAX. POST HT. = V MAX. POST HT. - 12' 26 � 26 MAX. POST MAX. POST � 28 30 GPE J G J MAX. POST MAX. POST > o s �- POST SPACING 70 //go MPH 70 -90 MPH POST SPACING F F < � 24 26 24 26 24 26 24 26 MAX. POST HT. = B' 70/90M HT. = 12' MAX. POST G G G G HT. = B' HT. = 12' < 5 70-90 MPH 70Z90MPH s T s 9 1a 1y 1z• 13' 14' 15 1s• 1T 1 B' 19 20' 21' NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB, SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING DRAWN BY: K.K. NUMBER DATE: 11123!2002 SCALE: NONE REVISED BY: K.K. 6 D.P. C � FOOTNOTE: "SAMPLE" ujd215x3 m S_ 7 X FXP. 9-162W7 D INDICATES POST B FTG.T INDICATES POST 8 FTG. � ."`•- �� .FOR 70 MPH CIVIL FOR 90 MPH FOX ENGINEERING INC.�� '• ` JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE LIVE LOAD' P'4TIO-COVER SYSTEM AS MFG. BY: SHEET 70190 FREESTANDING 10. 20 6 ]0 psl DUF2l1LL1M' PRODUCTS, INC. B 6060 TELEGRAPH RD., DOWNEY, CA 90240 25 OF 30 ANDATTACHED HORIZ WIND• 6269 ALPINE AVE.. SACRAMENTO, CA 95626 562 606.1]]7 FAX:927.2509 toxo hotmail.Gom 70, 90 6 110 MPH 1(916)452-7021 FAX 40]•1519 salos69Gumh m.mm IJOOW.GFQ2a'74 MIN. POST TYPE F CUBE FTG. 24 MIN POST TYPE G CUBE FTG. 26 11'-7" MIN. POST TYPE F F CUBE FTG. 24 26 MIN. POST TYPE CUBE FTG. 24 28 SPACING MIN. POST TYPE CUBE FTG. MIN.O/CUBE POST TYPE MPH FTG. SPACING MPH / MPH ma Fx MING/CUBE POST TYPE28 FTG. MIN POST CUBE FTG. 15'-7" 14'-6" 13'-6" 12'-9" 12'-1" - 11, 7" 11'-0" 10'-7" 10'-2" 9'-10„ 9'-7" 9'-3„ G ,g,-G' 24 24 22 G G G G 26 � 26 28' 9" 28'-1" G � 28 30 GPE J G J 30 34 3� s T 12'-2, 11'-11' 11'-5" F F F F F F 24 26 24 26 24 26 24 26 F G / / 2� 26 28 26 28 26 28 0'-11" 10'-6" 10'-0" 9'_7" F F < � 24 26 24 26 24 26 24 26 G � / 24 28 24 28 24--'28 24 28 24L,--22 24 22 G G G G 2� 26 30 27'-5" 26'-10„ G G 28 30 28,,-30 G J G J 30 34 30 s 9 G G F G G G F G 24 24 22 22 22 24 22 24 22 F G F G F G F G F G F G 26 2� 24 28 2� 2 8 24 � 26'-3" 25'-9" 25'-3" 24'-9" 24.x„ 23'-11' G G G G � G / 28 0 28 30 28 30 28 30 28,,--30 28 � G J G J G J G j G G G G 30 3� 30 32 3� 332 30 � 1a 11, 1r 13' 14- 1s 11'-2" 10-11" 10'-6" 0'-4" 10'-2" 10'-0" 9'-10" F F /8'-7" F. F F F F F 22 24 22 24 22 26 22 22 2� 22 22 22 22 22 22 G F G F G F .G G 26 8 24 26 2426 24 26 2� t22 9-2" 8'-10" 8'-4„ 8'-0" F F F / r F F 24 22,,-24 22 � 22 24 22 24 22 24 22 24 22 22 F G F G F / F G F F � F -- 28 -- 24 24 24 26 26 24 24 24 24 24 24 22 24 G F 22 24 22,,--24 F G F 24 � 2� 23'-6" 23'-1" G � 28 26 30 G G G G . 30 �. 3� 1s 17 9'_0„ 8'-9" G F G F j 22 24 22,,--24 2 4G 22 24 F G F F F G 2� 2 6 24 2l 22'-9" 22'-5" 22'-1" -'2,a1 5 = / G G / G,G 26,.,-30 26 30 26 . 26 30 G G G G G G G 28 28 2832 322a 2 18 19 21', 9'-8" 9'-7" 9'-5„22 2� 22 22 22 F G F G F G 22,--22 22 22 22 22 22 24 221�248'_7"G22 228,-4„ NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB, SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING DRAWN BY: K.K. NUMBER DATE: 11123!2002 SCALE: NONE REVISED BY: K.K. 6 D.P. C � FOOTNOTE: "SAMPLE" ujd215x3 m S_ 7 X FXP. 9-162W7 D INDICATES POST B FTG.T INDICATES POST 8 FTG. � ."`•- �� .FOR 70 MPH CIVIL FOR 90 MPH FOX ENGINEERING INC.�� '• ` JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE LIVE LOAD' P'4TIO-COVER SYSTEM AS MFG. BY: SHEET 70190 FREESTANDING 10. 20 6 ]0 psl DUF2l1LL1M' PRODUCTS, INC. B 6060 TELEGRAPH RD., DOWNEY, CA 90240 25 OF 30 ANDATTACHED HORIZ WIND• 6269 ALPINE AVE.. SACRAMENTO, CA 95626 562 606.1]]7 FAX:927.2509 toxo hotmail.Gom 70, 90 6 110 MPH 1(916)452-7021 FAX 40]•1519 salos69Gumh m.mm IJOOW.GFQ2a'74 -IUM L.L. 110 MPH DBL. 2" x 6.5" x .024" BEAM DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM = m o rr 9 MAX. POST SPAGNG POSH HT. = B POST HT. = 12' 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE_' CUBE. FTG. s 10'-4" G 28 G 30 T 10'-0" G 28 G 30 e 9'-8" G 28 G 30 s 9'-4" F 28 G 30 10 9'-1" F 28 G 30 30 8'-10" F 28 G ,. 30 1z 8'-7" F 26 G .. 28 13" 8'-4" F 26 G 28 14' 8'-1" . F 26 G 28 1s 7'-11" F 26 G 28 16 7'-8" F 26 G 28 1r T-5" F 26 G 28 1s 7'-2„ F 26 .G - 26 14 6'-11" F 24 G 26 20' 6'-8" . F 24 . G 26 - 21' 6'-5" F 24 G 26 NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING 'REESTANDING OPEN LATTICE PATIO COVERS DBL. 2" x 6.5" x .024" BEAM DBL. 3" x 8" BEAM "'�S=^ •-• • MAX. - POST SPAGNG MAX. POST HT. = 6 MAX. POST HT. = 12' MAX. POST SPACING MAX. POST HT• = B' MAX. POST HT. = 12' 110MPH 11OMPH +10 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE' CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FIG. 9'-7" G 26 G 28 15'-7" G 28 G 30 9'-0" G 26 G 28 1 14'-6" G 28 G 11'-5" 30 8'-7" G 26 G 28 13'-6" G 28 G 30 8'-3" G 26 G 28 12'-9" G 28 G 10'-9" 30 7'-10" F 26 G 28 12'-1" G 28 G G 30 7 -6 F 26 G 28 11'-7" G 28 G 10'-0" 30 7'-2" F 24 G 26 11'-0" G 28 G 32 30 7'-0" F 24 G 26 10'-7" 77� 28 G 9'-3" 30 6'-9" F 24 G 26 10'-2" G 28 G G 30 6-6" F 24 G .26 9'-10" G 28 G 30 6'4" F 24 G 26 9'-7" G 28 G 30' 6'-2" F 24 G 26 9'-3" G 26 G 28 6'-1" F .24 G 26 9.-0" G 26 G 28 ' 5'-11' F 24 G 24 8'-9" G 26 G 28 F 24 G 24 8'-7 " G 26 G 28 24a G 24 G 26 12' HT. OR LESS 3" x 8" BM W% INSERT MAX. MAX MAX. ;PACING POSTPOST HT. = B' HT. = 12'POST ¢ < _ m o ¢ 9 "'�S=^ •-• • 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. PATIO COVER SYSTEM AS MFG. BY: 12'-8" G 32 J 34 s 12'4" G 32 J 34 r 12'-0" G 32 J 34 s 11'-8" G 32 J 34 s 11'-5" G 32 J 34 11'-3" G 32 J 34 J12* 11'-0" G 30 J 32 10'-9" G 30 J 32 13• 10'-6" G 30 G 32 14- 10'-3" G .30 G 32 15' 10'-0" G 30G 32 1s G 30 G 32 1r 9--T G 30 G 32 1& 9'-3" G 30 G 32 15 aa„ G ' 30 G 32 zv +:? I h0!y_K V. a N`, .y _ 30 G 32 2r QROFESSION Es NrN 2 NO. 21517 m EXP. &704007 a sr CINL # 1rE0i CALIfOio& I.C.C. E. S. EVALUATION SHEET 21 OF 30 ' -. roe No' 6i° DRAWN BY: K.K. FOX ENGINEERING INC. "'�S=^ •-• • Wil., REPORT NUMBER DATE: 1123/2002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: ER -2640P SCALE: NONE k' 8080 TELEGRAPH RD:, DOWNEV, CA 90210 110 FREESTANDING 10, 20 6 70 psf DURALUM PRODUCTS, INC. REVISED BY: K.K. d D.P. (562) 806.1377 FAX:927.2509 fo:eng(Mholmail.00m ANDATTACHED HOR12. WAND - 70, 90 & 110 MPH 5269 ALPINE AVE., SACRAMENTO, CA 91 (916) 452.7021 FAX 407.1519 "1 @duralum.wm NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING vnwn i "'" DRANK BY: K.K. NUMBER. DATE: 11123/2002 SCALE: NONE REVISED BY: KK 6 D.P. cc Ex L yj�� // �j�j ,� CIVI I14g�sb ioY ROFESSIp "�w . .0 �� MMES G., �� PC + NO. 11513 bn EXP. 430-2007 a, 'CIVIL ,r CFCALFOAt� FOX ENGINEERING INC. PATIO COVER SYSTEM AS MFG. BY: , JAMES G. FOX. CIVIL ENGINEER POST SPACING TABLE LIVE LOAD SHEET 110 FREESTANDING . 10,20 a 30 Psf OURALUM PRODUCTS, INC. 9080 TELEGRAPH RD., DONMEY, CA 902/0 HORV- NANO' 0209 ALPINE AVE.. SACRAMENTO. CA 95920 28 OF 30 502 900-1727 FAX -927.2509 fon hotnu9.wm AND ATTACHED 70; 90 d 110 MPH Ale to. Ormm/ ' (910)/51.7011 FAX �O11S1D eabf®dunlum.eom ' 20# L.L. -110 MPH FREESTANDING OPEN LATTICE PATIO:COVERS 12'. HT. OR LESS DBL.2"x6.5"x.032" BM. 6.5" x BEAMDBL. > MAX. !3ENBEATMgLEZ' .024" 3" x 8"'BEAM'3" x 8" BM W/ INSERT POST HT. = s AX. MAX.MAX. POSTMAX. POST MAX.MAX. POSTPOST POST 710 MPH 110 MPHSPACING X.OST T . = B' PH HT. = 12' 110 MAX. POST HT. = g HT. = 12' MAX. HT. = 8' POST HT. = 12'SPACING MIN CUBE MIN. CUBE MIN. CUBE MPH SPACING 110 MPH' • 110 MPH ' POST SPACING 110 MPH 110 MPH 5 POST FTG. TYPE - POST TYPE FTG. '` ' POST FTG. MIN. POST CUBE FTG. MIN. POST CUBE FTG. MIN. CUBE POST FTG. MIN. CUBE MIN. CUBE G 28 G 30 g.-0,. TYPE G 26' TYPE G 28 11'-5" TYPE G 28 TYPE . . G 32 POST TYPE ' FTG. POST TYPE FTG. s 9'-0" G 28 G 28 G G 30 30 8,-0,. T-7" F F 26 26 G G 28 28 10'-7" 9'-11" - G 28 28. G 32 20'-9" 20'-3" G G 32 32 J J 36 36. s T r 8'-g" a 8'-7" G '�28 . G 30 7'_3„ F 26 G '28 9'-4" G G 28 EE— -32. 19'-10" G 32. J 36 e 9. 8'-5" G 26 • G 28 6-11" F 24 G 26 8'-10" G 32 19'-5" G 32 °J 36 : 9 1a 8'-3" F 26 F 26 G G 28 28. 6'-8" 6'_5" F F 24 24 G G 26 26 8'-5" 8'-1" . G G 28 .28 G G 30' 30 19'-0" 18'-7, G G. 32 32 J J 34 34 10 1v 1r T-11" F 26' G 28 6' 2.. F 24 G 26 7'-9" F 28 G 30 18'-3" G 32 J 34 12' 13' T-9" 26 C, 28 6'-0" F 24 G 26 .: T-5" .28 G 30 17'-11" G 32 J 34 13 14' T -7"F F 26. G 28 5'-10" F 24 G 26 7'-2" F 28 G 30 _ 1T-7" G 30 J 32 1a. 1s' T-5" F 26 G 28 5'-8" F 24 G 26 T-0". F F 28 28 G G 30 30" 17'-3" G. G 30 30 J J 32.. 32 19. 16! 1s T-4" 28 5,-0., F 24 1 G 26 6'-9" F 28 G 30 G 16'-8" ' 30 J 32 17 NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING vnwn i "'" DRANK BY: K.K. NUMBER. DATE: 11123/2002 SCALE: NONE REVISED BY: KK 6 D.P. cc Ex L yj�� // �j�j ,� CIVI I14g�sb ioY ROFESSIp "�w . .0 �� MMES G., �� PC + NO. 11513 bn EXP. 430-2007 a, 'CIVIL ,r CFCALFOAt� FOX ENGINEERING INC. PATIO COVER SYSTEM AS MFG. BY: , JAMES G. FOX. CIVIL ENGINEER POST SPACING TABLE LIVE LOAD SHEET 110 FREESTANDING . 10,20 a 30 Psf OURALUM PRODUCTS, INC. 9080 TELEGRAPH RD., DONMEY, CA 902/0 HORV- NANO' 0209 ALPINE AVE.. SACRAMENTO. CA 95920 28 OF 30 502 900-1727 FAX -927.2509 fon hotnu9.wm AND ATTACHED 70; 90 d 110 MPH Ale to. Ormm/ ' (910)/51.7011 FAX �O11S1D eabf®dunlum.eom ' > 5 m O DB30#5L. - MAX. POST SPACING L.L. BM.ORO48"BEAMPM MAX. POST HT. = B• FREESTANDING OPEN LATTICE DBL. 2 x 6.5 x .024 BEAM MAX. MAX. POST POST M,qX. HT. = 8' HT. = 12' POST • 110 MPMSPAGNG 110 MPH MIN. CUBE MIN. CUBEPOST POST FTG. POST FTG. TYPE TYPE PATIO COVERS DBL. OST SPAGMAXNG 9'-5" .8. 9.. 8'-2" 7,_8„ T -4-F 7'-0" 6'-8" 6'-5" 6-2" 1 3" x 8" BEAM MAX. POST 'iT _ $ MAX. POST HT. = 12• 110 MPH ¢ < 2 cc MIN. TYPE CUBE FTG. G 32 s 110 MPH 110 MPH MIN. TYPE G G G F F F. F F CUBE FTG. 28 28 28 28. 26 26 26 26 26 MIN POST TYPE G G G G G G G G G CUBE FTG. 30 30 30 30 28 28 28 28 28 G 30 7'-5" F 26 -0 " G 30 7'-0" F24 9 G 28 G 7'-1" F 266'-7° G 30 G 32 F 24 G 28 a 6'-9" F 26 G 28 6-3" FG 24 G .28 s 1a 6' 6" 6'-3" F F 26 24 G G 28 28F 6'=0" F 24 24 G G 28 26 1r 6'-1" F 24 G 28 24 G 26 �Qzz 5'-10" F 24 G 26 24 F 24 5'-9" F 24 G 26 24 F 24 14• 5'-8" F 24 F 26 -F 22 F 24 NUMBER 12' HT.OR LESS 3" x 8" BM W/ INSERT 1AX. OST ZGNG MAX. POST HT. 8' 110 MPH MIN. USE POST FTG. TYPE MAX. POST HT. = 17 11O MPH MIN. CUBE POST FTG. TYPE ¢ < 2 cc G 30 G 32 s -4" G 30 G 32 T -8" G 30 G .32 e . -0 " G 30 G 32 9 _6., G 30 G 32 10' G 30 G 32 11. -7" G 28 G 30 1z -4" G 28 G 30 13' -1 G 28 G -- 30 u' DRAVIM BY: K.K. DATE: 11/23/2002 SCALE:NONE REVISED BY: K.K. d O.P:: JAMES G. FO%, CIVIL ENGINEER POST SPACING TABLE LIVE LOAD 110110 TELEGRAPH RD., DOVMEY, CA 90210 110 FREESTANDING 10, 20 a ]9 par ANDATTACHED HORIZ WIND• (502111061]]7 FA%:927.2509 (oxenafIDholmaN oom 70 90 d 110 MPH � �joES /CIOUn - 0.21543 p.9-30-2007 Pp OFESSbH 2 NO. 21 51] m EXP. 0 0.7007 it CIVIL Ml �r EpPCzF01� BY: ALUM PRODUCTS, INC. SHEET ALPINEAVE.. SACRAMENTO. CA 951120 121 OF 30 452.7021FAX 403-1519 fxlesdtd—k,n ...,.. mow, crm�m F ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL ` ALUM. ALLOY3004-H36 ROOF SLOPE SHALL BE 1/4": 12" MIN. ALUM.ALLOY 3.0" 8.0" 6063-T6 1 WIND 3.200" DESIGN S.M.S OR 4.200" 042 70 MPH#14 (4D 12" O C y 90 MPH #14 (dl 12" O C WALL FASTENERS /I 110 M SEE TABLE 3" OR 4" STRUCTURAL SANDWICH PANEL SEE ELITE ALUMINUM CORP. I.C.C. ER -5658 FOR PANEL SPANS AND DESCRIPTION DETAILS PH . #14 • @ 8" O.C. NOTE: #14 SMS SIS• ALL-HAVF� A MIN. 1" PENTQ•,y�pDER1 �r I.C.C. APPROVED 8" BEAM r' \ HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 1997 U.B.C. ' OPTIONAL DECORATIVE FASCIA( WOOD, ALUM. OR HARDBORD) ` { ' #14 S.M.S. \ SEE TABLE ABOVE }� �_; 107 PANEL TO HEADER BEAM CONN EXTRUDED 9R3'GUTTER \ EXTRUDED DRIP WALL FASTENERS SEE TABLE BELOW PANEL SPAN TABLE PANE KIN INCH INCH LL = 10 LL=20 LL=30 OPTIONAL NON-STRUCTURAL FASCIA 3.. 024" 18' 0" 12,_9,. 10,_91 .032" 14,_5., 12'-4" 4„ .024"' 21,-4" 15-1" 12,-4„ 032" 22'-0" 1T4" 14'-3" El i. EVALUATION DRAWN BY: K.K.FOX ENGINEERING INC. NUMBER DATE: I,—,*2 LIMES G. FOX.CIVILENGINEER SCALE: HONE REVISED BY: K.K.SD.P. TELEGRAPH RD.. DOWNEY. CA som .___. RAIN GUTTER �1 2.740" APPROVED W INSUL. ROOF PANEL 4 '#10 SMS T&B AT 12" O.C. 3" OR 4" HANGER CHANNEL PANEL TO PATIO ENCLOSURE CONN. )VE INSUL ROOF INZ)ULA I EU ROOF PANEL INSULATED ROOF PANEL TO I.C.C. APPROVED TO I.C.C. APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM NOTE: PANELS SHALL BE ELITE ALUMINUM CORP. I.C.C. ER -5658 OR APPROVEDEQUAL THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT FOR USE WITH PATIO COVERS COMPLYING WITH APPENDIX CHAPTER 31, DIVISION III, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH ER -2640-P WHEN INSULATED ROOF PANEL IS USED. NO. 21547 EXP. s.30-2WT NOTE: ALL.COMPONENTS ARE INTERCHANGASLE UNLESS OTHER WISE NOTED INSULATED ROOF LIVE LOAD• PAI ELCONNECTIDNS 10, 20,300 d HOR12. WIN wm - 70. Ib i 110 MPN DURALUM PRODUCTS, INC.SHEET S20p ALPINE AVE.. SACRAM ENTO. CA 95,026 30 OF 30 (910)452.7021 FAX403.1319u1-nd,,, lrteem u— Z D X 40' r )I AJCYl-E 5 PAA1 S0 X10 P^ (r0 CoyrP- OITI-t CQ,1T/LEf/FP— — AL4mmluM CUsT,2ucTjon/ NDuSt WALL SIDE VIE t,/ 11 Z x(o' 5 r oc F,4SO4 /oz'i 3'X3"QEAM �// STCEL //VSE,e T ro r- - x !o'' Pos r I✓P A P /---�XIST(Nlr DFck • r L_ �.x tfIL®ING DEPARTMM 20, ,,- X 40" ,�A26-I-E 5PAAl SoL10 P-4—I( CoyF-,- W /To CAA17-ILEi/E,e —AL4M►NuM CUS7',2ue-T-We 140-5E WAc.L SCAc.e---�- 5 I DC- U►C ►� x Z(o' 5 pc F4sc14 APPROVED Butte CountY Envir, me I aith Signature )Q5 .5 h// STEEL /NSE,Q T ``3)^3''X3" StEEG �osrs A- c t op 0 To Foor,�/6S 2''x (o' Post (JRAP 0 xIST(NCr DECK 7 GV NG'eCTF FOOT/NGS BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (536) 538-7541 PERMIT NO. BP060552 r LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 03/17/2006 APN: 040-630-012-000 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. 0— . License Class: �_ License Number: Site Address: 9490 VAN NESS WAY DUR Date: D 6 Contractor: Map Index: Description: POOL MASTER 01-516 OWNER -BUILDER DECLARATION 1 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 orcounty which requires a Owner: BROWN, -ROGER WAND LAURA permit to cohstruct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 9490 VAN NESS WAY the Contractor's State License Law (Chapter 9 commencing with Section DURHAM, CA 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 95938-9518 violation of Section 7031.5 by any applicant for a permit subjects the 530-892-2015 applicant to a civil penalty of not more than five hundred dollars ($500).): - ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure' is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: POOL BUILDERS owner of property who builds or improves. thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 3080 THORNTREE #23 sale. If however, the building or improvements are sold within one CHICO, CA 95973 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 530-899-8988 sale.). SKIMMERRCH@AOL.COM ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: POOL BUILDERS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 3080 THORNTREE #23 ❑ 1 am Exempt under Article 3 of the Business and Professions Code CH ICO, CA 95973 Date: owner: 530-899-8988 SKIMMERRCH@AOL.COM WORKERS' COMPENSATION DECLARATION License M 833994 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. Architect: I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number.are: Carrier. :51181C Total Square Ft: 0 S. F. Policy #: 7 13 - cot Z060 Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: C l WARNING: Far to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section .3706 of the Labor code, interest, and attorney's fees. �\ L� /� 41OAa CONSTRUCTION LENDING AGENCY This pe`r'mit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions w k indi' ted above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: 1 By: at �, l �� Mame: _ Address: PERMIT EXPIRE ON (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representa 'ves of Butte County to enter upon the.above mentioned property for inspection purposes. c Print Name: cGK Signature: Oe C!�l Date: ❑ Owner JkContractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 �f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2534 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: wwrv.buttecounty.net/dds "PLEASE PRINT CLEARLY* CONTRACTOR OWNER INFORMATION Last Name. Addres First Na AddresA, Stat Zip 59 43 city b v Fax st z Sc 3$ Phone _ so cS Fax E-mail State License Number CONTRACTOR Name Name Addres Address City_ kk C 0 Stat Zip 59 43 Phone p _ g g� Fax E-mail Lic. # 33 9 CILSS APPLICANT INFORMATION ARCHITECT/ENGINEER Name City ry / r� Address 6 Zig, "1 City TFTx�c)9-agair State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name f� Address rnfre,e DrZ> City ry / r� 1 Stat 6 Zig, "1 Phone '7� TFTx�c)9-agair E-mail APPLICANT SIGNATURE X(-j &V . 2 etl - For office use only: Zoning Property Address CIO 1l N KkS Flood Zone Co� ss Street t ► fROA3 44 t,J SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT BP:. BIN # PROJECT LOCATION j AP# ©`T0 –'6>30-01z– Property Address CIO 1l N KkS dy (L11��v1n Co� ss Street t ► fROA3 44 t,J ORKER'S COMPENSATION Policy Number 7137 DOrZ �lao Carrier is r +c If hiring anyone other than license contractors, a cerfificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description orpe of Work:. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Amount: / ' Bldg SRA Receipt #: � Sheriff SMIP I Vw Other Date: r Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND 1N INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! Cl 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8: Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION G,S 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 6y V_'I� 11___- ASSESSOR PARCEL NUMBER Proposed Building Use: GU 1 1 y QJ\ C;� �, V Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by 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 faxesl O 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bidgs: (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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other �temaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: .................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... El 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization ......... :............................... ........ ..... .............. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone <� v 19 - a'") qcZS and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:. ! -~ � �1- G 6' Date: 3' ' d 1. Index permit application lor the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b Dat . Structural approved by: Date Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 H. Y Plot Plan Attar ed Floor Plan Attached �.. S t. BD/D TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance 3ZOVIAZ ---- Wpo Owner Location AP Plan Approved for: Sewage Disposal: ---' Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: -- - E Environmental Health Specialist Dlate Building Clearance 9/2005 r � � D parfment of Public Works �i st : ✓ �� a LAND DEVELOPMENT DIVISION ]. Michael Crump, Director StornWaterManagement Prooram ? e 7 County Center Drive ,•A• n C -� Oroville, CA 95965 Q U �� / (530) 538-7266 AUC vN4 (FAX) 538-7171 Phase National Pollutant Discharge Elirnination System (NPDES) Prevention Construction Storm Water Permit and Storm Water �pollution P Plan (SWPPP) Acknowledgement [LESS THAN 1 Project Description: Project Location and/or Parcel Number: ( C By.sigiiing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit frart the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than .one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board- tting false a I am aware that submind/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project.' that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: NOTES RESIDENTIAL FC40-63-0-0'2�00-1446PERMIT NO. _BAKER, WILL 9490 VAN NESS WAY; DURHAM CONTR: OWNER NEW SINGLE FAMILY DWELLING dl-aS3 A -da 64.;tA,� OFFICE COPY 'x Address�T 1/ NW Vu I y GAS 4 a i :?l ? 1 Meter. By Dat { ELECTRIC, I Meter By Date SPECIAL CONDITIONS CHECKED BY -v SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER K OFFICE' COPY Address D t_— ELECTRIC Dat; Meter By JOB FINALED (Date) Signature V= OK 0 = Not OK = Not Applicable, = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat, or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Ccnnected-C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except Vs 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-Rttrs-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 FINAL (Plans) OK except Ws 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J= SI , Steel -Wrapped 4, Not Applicable s -Fireplace tg.-Steel = Not Ready RESIDENTIAL (Single & Date Anderfloor (Plans) OK except #'s Date 1LXater Z9n ing- Setbacks- Easements- Flood -Slope 12. Ft ., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 13. /d tg., Garage; Spits-Steel-Ele rnd.•/ /" Ftg. Depth -Ancho Bolts-Joists-Vents-Crippies �4. Ftg. Porches & Decks; Soils -Steel./ /" Ftg. Depth Insulation as Pipe; Sixe & Anchors t alts, Main; Steel-Blockouts-Wrapped r Card B-1 1Z I & Date Card B-1 Card B-1 Date Card B-1 Date emwalls, Garage; Steel-Blockouts-Wrapped 2T' Fi re & Transformer Clearance -Ins. Protection Hold Downs and Special Anchors EI eceptacles Spacing -Lights & Switches at Doors 7. SI , Steel -Wrapped Date s -Fireplace tg.-Steel Date D.W.V.;Fall itting-Test-2 Way C/0 -Sewer Test 10. UFt ipe; Size Anchors - Yard Gas Piping; Size Test 1LXater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 1``4.Girders-Sil -Ancho Bolts-Joists-Vents-Crippies yy< & ve&diion �i 16. Insulation 32. EcLvip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light moke Detector Date 6 Card B-1 Date 3 Card B - Date 6 f Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support I , Exhaust above insulation n sate Drain & Overflow, Size & Grade Mp�r_nace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic DattlYWIP ( Card B-1 Date / - e Card B-1 ff,� Date Z,o /oCard B-1 Date -L Card B-1 Date,FRAMING (Permit) OK except #'s its Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 43. D Stop in Walls (rat proof) F Stops, Furred Ce"@s-Stair -C Headers& Beams -S' & Bearing FRAMING Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. ice Ties or Type A Flue -Fireplace Throat Clearance ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions e Fire Protection Framing SP"PitlpErly-Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 1_(nPStairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Ratter Outriggers elT ;)tiding -Nailing Veneer 1-2 tucco Mesh -Drip Screed -Fd. Vents-Underfss 'ng Area -Glass Protectip -Skylights-Plastic Sh r Walls; N g- WW,-, Z:,-57, awfrace Interior/Exterior Panels ' 61. Insulation -Walls -Ceilings nfiltration-Walls-Windows Date Card B-1 eg Date,' 2,7 d Card B-1 YW Date pka r Card B-1 Date;31;q 101 Card B-1 Date INAL (Plans) OK except.#'s E teps-Door & Sidelight Protection -Landings Smoke Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. B�m Exiting CG'G.EI. & Bath Fixtures & Tub Access-Soa W. ElegTrim & Subpanel, Breaker Sizes & Labels 66!St irs & Rails repjace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. <7 Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance f3 ec. Outlets & Receptacles at Kit. Counter awe Fire Dooj, Swing -Landing -Closure 76. Wtr. e -r; Vejffs-Cearance-Comb. Air Connector-P.R.V. iD,6TragYAbove Floor-Mech. Protection P ., Elec. & Mech. Equip. Listed for Location �B' Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. I lation- Foam- Looked in Attic GWfif-Rails & Deck Construction -Post Caps Oe"Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under or c es 82. Following Inst ./Driv es D No/Walks b<s 0 No/Planters es J No S<Stu ro n- Finish A.0 it Disconnect, Electrical -Plumbing di -Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wat"ell, Disconnect, Electrical, Plumbing 7 or Elec. Trim, G.F.I. Receptacle -Underground 6087"Ventaaffo6ri Throughout House lass Protection Corrections from Previous Inspections s Test -Meters Tagged, Gas -Electric t90 NF.ter & Sewer Connected -C/O to Grade -HD Approval Certificate -Other Certificates Posted Date (p' -Q Card B-1 to 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 i2A Date Card B-1 Date 1 jr,0 Card B-1 114 Date Card B-1 Date PLUMBING (Permit) OK exce t #'s ater r.; a Acce -Combustion 7 Baffle Pipe; T & A hor-Nail rotection D.W.V.; itt' ai t— hower Pan; Test, First Floor -Tub Access 21. Test ub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Date r Card B-1 1Z I & Date Card B-1 Card B-1 Date Card B-1 Date fXECTRICAL (Permit) OK except #'s 2T' Fi re & Transformer Clearance -Ins. Protection EI eceptacles Spacing -Lights & Switches at Doors 2L4de Boxes & No. of Conductors Stapled Qg�qxnex Installed Close to Edge of Studs & C.J. .�,EqqiI, Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI ubf d Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Ins ted Neutral ❑ Yes O No Service -Riser Conductors & Ground Main Disconnect 32. EcLvip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light moke Detector Date 6 Card B-1 Date 3 Card B - Date 6 f Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support I , Exhaust above insulation n sate Drain & Overflow, Size & Grade Mp�r_nace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic DattlYWIP ( Card B-1 Date / - e Card B-1 ff,� Date Z,o /oCard B-1 Date -L Card B-1 Date,FRAMING (Permit) OK except #'s its Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 43. D Stop in Walls (rat proof) F Stops, Furred Ce"@s-Stair -C Headers& Beams -S' & Bearing FRAMING Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. ice Ties or Type A Flue -Fireplace Throat Clearance ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions e Fire Protection Framing SP"PitlpErly-Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 1_(nPStairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Ratter Outriggers elT ;)tiding -Nailing Veneer 1-2 tucco Mesh -Drip Screed -Fd. Vents-Underfss 'ng Area -Glass Protectip -Skylights-Plastic Sh r Walls; N g- WW,-, Z:,-57, awfrace Interior/Exterior Panels ' 61. Insulation -Walls -Ceilings nfiltration-Walls-Windows Date Card B-1 eg Date,' 2,7 d Card B-1 YW Date pka r Card B-1 Date;31;q 101 Card B-1 Date INAL (Plans) OK except.#'s E teps-Door & Sidelight Protection -Landings Smoke Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. B�m Exiting CG'G.EI. & Bath Fixtures & Tub Access-Soa W. ElegTrim & Subpanel, Breaker Sizes & Labels 66!St irs & Rails repjace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. <7 Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance f3 ec. Outlets & Receptacles at Kit. Counter awe Fire Dooj, Swing -Landing -Closure 76. Wtr. e -r; Vejffs-Cearance-Comb. Air Connector-P.R.V. iD,6TragYAbove Floor-Mech. Protection P ., Elec. & Mech. Equip. Listed for Location �B' Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. I lation- Foam- Looked in Attic GWfif-Rails & Deck Construction -Post Caps Oe"Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under or c es 82. Following Inst ./Driv es D No/Walks b<s 0 No/Planters es J No S<Stu ro n- Finish A.0 it Disconnect, Electrical -Plumbing di -Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wat"ell, Disconnect, Electrical, Plumbing 7 or Elec. Trim, G.F.I. Receptacle -Underground 6087"Ventaaffo6ri Throughout House lass Protection Corrections from Previous Inspections s Test -Meters Tagged, Gas -Electric t90 NF.ter & Sewer Connected -C/O to Grade -HD Approval Certificate -Other Certificates Posted Date (p' -Q Card B-1 to Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 C)) 1-3. o I Inspector REV 10/92 "COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE RMIT OWNER NO. A Z)ti�ninspection 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. ,k .I. 4 I i /It i \ c r • a ' Date Inspector - = REV 10/9g/ • Cr -•'.. , . • . .. , . , ,",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 M RMIT 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. 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 ---) Z Inspector REV 142 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 3 `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 yo ave any questions pertaining to this matter, or need additional explanation, plea a conta is office immediately. / / C I/ •e A-1 /C/ o C �fP a �• s .t Qde- V- 'i I / rc uoldc •e S� r o ,r / ore i/ /.v % eA"e �lr lf% 0!� Ov:t�, A �n u �✓ e t/i 5 d ti i W 1)- �� i -ej(,ee- e) s VI *' + � ' la U 1 Date C 1 Inspector REV 10/92 l C COUNTY OF BUTTE (6 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 �n/yy4- OWNER r o PERMIT NO.`,.. A routine inspection indicates that the following violations of butte county Ordinances exist at the I 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, is P please contact this office immediately. K I I D/ A f -e G J -O r s *O J 0 Date ILA16( Inspector fLw52t IREV 10/9 ' c: I Rrlr-..mss y.L.��S l COUNTY OF BUTTE V 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 thi office immediately. l7 G�-j e/ -✓ dez�yl. Cel' /"A - flay r egg -e 12 li Ar L. 'V V" is I✓ if 'ool i .a. O Ar CIto w 1ea>< e,- Occ 5i -/;o e Per r�i (k rry "•night..• �" f.Mf �:tr�i�/i' 'o.�y'A'l�t�`.'C�J �'- �� 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 84 Go - lq'n OWNER PERMIT NO.o' 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 ional explanation, please contact this office immediately. & %�ss1 bate O Inspector V W REV 10%92 la��Sy.a•':r J,.. r�..: �.Y— 1...r .+ ^• tip'-"'t.13"T.l�+.�''5��;�„� vrry'rk''f:"'{r:�r314��_�,n,�,.,�.�+",;�: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES i 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 p EF. r. ltFY! r_ n 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. .Se- -P Date REVr 0 992 Inspector 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 6-a -1z1z16 OWNER PERMIT NO. A routine inspection iqOCates that the following violations of butte county Ordinances exist at the above address an ould be corrected. Please notice this office when correction of work is completed. If have any questions pertaining to this matter, or need additional explanation, please cont this office immediately. ,7) - !%o a %a'e l.-Pti®%i Aao/ .h IAd Ae ion 1 5 / v r -t i ti Su 14, lin 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 -134 OWNER PERMIT NO. A routine insp on indicates that the following violations of butte county Ordinances exist at the :c�ind should above address be corrected. Please notice this office when correction of work is completed.you have any questions pertaining to this matter, or need additional explanation,. plea 4t this office immediately.' s;7 Ga 9 t/ Date eo Inspector REV 10/92 TO: FROM: DATE: INTER -DEPARTMENTAL MEMORANDUM f: ' . ' BUILDING DIVISION, OROVILLE VVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: ��JI�c,/�/�� SEPTIC: WELL: AP#:,Q�%- b .3a — DDRESS/LOCATION: ��Y/"� 0�iiC%LCSS Comments: GL/memos/releasehold VA rJ Ne5,-5- --LOERKE INSULATION CO., INC. -_-- - _- INSULATION CERTIFICATE Lot 12 Van Ness Durham IQum�er an Butte .._-Lo3TVaim�------------- DESCR!PTION OF INSTALLATION 1. ROOF ' Material Thickness (inches 2. CEILING Brand Name Thermal Resistance (R -Value).-_-_ _ Batt br Blanket Type-Eibetglas.s..Batts _ Brand Name Johns Manville Thickness (inclisq .12.25 _ _ _ Thermal Resistance (R -Value) R-38 - Loose Fill Type Fiberglass _ _ _ Brand Name Johns Manville Contractor/s min. installed welght/ft sq. Jb. Minimum Thickness _ . _ inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material _-FjbergIass-BattS_____ —„ Thickness (inches) .6.5/3.5 4. RAISED FLOOR Material -F�4g1ass_Ba#ts-_ -- Thickness (inches)-- 6.5 _ 5. SLAB FLOOR / PERIMETER Material -..... Thickness Perimeter Insulation Depth (Inches) - 6. FOUNDATION WALL Material Thickness (inches).----- - - DECLARATION Brand Name _,14hnsJaGa►wtlt -._ _ Thermal Resistance (R -Value)-. R- i 9/R-13 `- Brand Name _Jbhn3-Mar1ville_.._--. Thermal Resistance (R -Value) . R-19 Brand Name Thermal Resistance (R -Value)- _ Brand Name Thermal Resistance (R -Value)_._ I hereby certify that the above insulation was Installed M the building at the above location in conformance with the current Energy Efficient Standards for residentiai'buildings (Title 24�,Part 6, California Code.of Regulations) as indica ed on the certificate of compliance, where applicable. 0.1-4499150 �. �(�'-['�---Tn-sta7lihg-s'u5c-6Ft-riao-r-TC-o-. LOERKE INSULATION CO., INC. Item 4s-Tgna�ure, at�.. ... "Name) Or General Contractor (Coe) Or wner tem #s- Signature, a e TnstaiT, ubcontractor (,-Name Or -- General Contractor (Co,ame) Or Owner Item sgnature, Date - Insta! i-7 ng Subcontrac or ( o Namr General Contractor (Co. game) Or wnCl - er I '� 09SBTSBDCS OwI ` 00 wouu-InswI 3AM301 481 :z0 10 20 Tyr T_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 41 P MIT (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-630-012 ZONING PUJ BUILDING PERMIT OWNER WILL BAKER TELEPHONE 893-9790 SO. FT. OCC. BUILDING VALUATION 3636 R 196,344.00 OWNERS MAILING ADDRESS 2231 ST GEORGE LN SUTIE 80 CHICO 95926 734 U 13,212.00 CONTRACTORS NAME OWERN TELEPHONE 642 C 8 , 346.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1500.00 LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee Is 20.00 Permit Fee $ 1059.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 688.68 BUILDING ADDRESS 9490 VAN NESS WAY, DURHAM 95938 Energy Plan Checking Fee $ 23.0 $ PERMIT FEE $ 1791.18 LOT NO. 12 SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 16 7.00 12.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S/F 3BR Gas piping system 1 - 5 outlets 15-001 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Piling Fee 20.00 Main Service z00A OR LESS 23-0023.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �J (� License Class _ LIC. NO.jp /�') OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service To L000A 46.00 WEE200A NEW CONST. pWELLING OCS. OR ADDNS. ( a ACC. BLos. SO 3.5QFT.152.95 No RE31oT MULTI,OUTLEr 97.50 POWER APPARATUS a SINGLE OUTLET CIS. EX. Occup. OUTLET OR FIXTURES .00 BAL Q x.50 Ex. Occup. ouTiFIXFrs PEES16Oea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 85.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) j 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. Date 4?3U rXlg�nature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.0 occ R3/U CONST. TYPE VN TOTAL FEE $ 2333.63 HAZ. D. FEES IMP ^� n FLOOD AE COF p EL pp •/ H ISS 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. B Date yy / PERMIT EXPIRES ON t7"�� Date Receipt No. 294943 989.60 - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD-APPL CANT r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL'NG DIVISION 7 COUNTY CENTER DRIVE - OROVILL8;, CA -1,413 RNIA 95965 -TELEPHONE 538-7541 s PERMIT APPLICATION DATA SHEET OWNER: Gu' ASSESSOR PARCEL ER: A1D - �.7 O Proposed Building Use: ). Building Inspector: Date: a-:3160 At time of permit application, I was advised the following data must be submitted prior to pe processing and/or issuance: Date Received By 1 items have been submitted-------------------------------------------------------------------------------------- otplans, i4/ sets, signed by the preparer of plans.------------------------------------------------------------ 3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- `------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. ------------------------- ------------------------------------------------------- u actured Home data and it of $ lmpact fees as shown on the attached schedule. California Department of Forestryplanapprovauiees. tions including Tie Down Specifications.------------------ elevation certificate. ----------------------------- --------------------------------------------- =------------ �U tion and plot plan approval Cln < Health Department. -----------------------------------------=- Led ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. 1317. Planning approval for (A) Use: OK (B) Parking:. 8. Contact Land Development about El Improvements, ElDrainage�egal Parcel. Q19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- E123. Owder-Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑ Letter of signature authorization. ----------------------------- Recorded copy of Agricultural Acknowledgment Statement. 1126. Lotter of intent on building use. -------------------------------- 0 27. Manufactured Home utility clearance. ------------------------------------------------------------ 0 28. Existing violations and/or expired permits. ------------------------------------------------------ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Wh you iss0:3--d' permit'projce ��j follows El Mail to owner, email, to contractor. Telephone / � and hold for pickup at &IPZ / �� office. ❑ Deliver with inspector. 5;T12c%7 ;l// /%/� /�;#41 gu„"" ` Date: & 3 Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departure : ❑ the Date: By: 1. Index permit application for the above items numbered: 0 lan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by one, ❑ mail, ❑ uilding Division counter, by Date: �] _ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, own was advised of the above data b ❑ phone, ❑ mail, ❑ Building "visro counter, by. _ ate: Plans reviewed by: Date: t ` Plans approved by: Date. Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 1 F TO: Buil epartment FROM: Environmental Health E.N. USE ONJY Plot Plen Att&ad Floor Plan A Sento 8.0. J SU CT: Sanitation Clearance 949 0,4221 Owner Location AP# Plan Approved for: Sewage Disposal k,"" Water Supply: Public '� Private Well Clearance for dwe)ling. Other Hold final for: arance O.K. for: NOTE: ----7 7, 11 L", J"—,— A Environmental Health Specialist 8/96 Date Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �I- oa8�j E.H. USE IDNLY Plot Plan Attached Floor Plan Attached Sent to B.D. caner Location AP# Plan Approved for: Sewage Disposal &,"- Water Supply: Public t-� Private Well Clearance for NOTE: Environmental Health Specialist Date 8/96 COUNTY OF P4UTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE 11 OWNER A.P. # A'(03-0-01 PROPOSED UILDING USE `s P ^ �DATE RECEIPT # DATE REC 1. BUILMI DING PERT FEES 'tel Balance Due ................ $1� -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ `-- Revised Plan Checking Fee ....... $ v SCHOOL DISTRICT FEES _bU/J� , (paid at District Office) 3. SHERIFF FEES (paid at Building Division) /J esidential ........ x $360.00 = $ l�?�o ( Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. Qe5. RECREATION DISTRICT FEES (paid at D si ict Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER ? _ff- C2 C) At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT �- Z`' 1f'J DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPIMF_NTjZERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California gl(MUT • Telephone (530) 538-7541 PERMIT NO APPLICATION AND PERMIT 'no _ coI z M. u BUILDING PERMIT O1NH" I, , I� /?m V e� // $ NeQ7 SO. F1'. OCC. BUILDING VALUATION OWNER'S MAWA AOOMS n L._.f7 OQ ��0 . �i� �[ CONSTRUCTION 1JIM01 UUME" MAIUNO ADORES ARCHITECT OR EMP EM Fireplace Total Valuation $ Flinn Fee ARCWri!CT OR o+o>NEIAv ywlq AOOAEgs PERMIT FEE Permit Fee i Main Service ( °0°voA- : ) Plan Checking Fee S SUtDM ADORESs Main Service ( Energy Plan Checking Fee S NEW CONST. Rs 3g OR AOONS. A Adf.`. Blas. PERMIT FEE _ LOT NO 111,160IVISIO"NAGE PARCEL WAP PLUMBING PERMIT Each Tr ap USEOFSTRUCTURE Solar or hent pump water heater SF O Duplex O Moblehome O Other Water piping Each as water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets New O Addition O Remodel O Utilities O Instalatkxa O Other O Building sewer Describe Work: Mobile Home I S I G I WT— 20.001 Zng Fee 20.00 7.00 ,00 23.00 is. 01.5.00 IS.0015,00 15.00 5, 00 15.00 15,00 @20.00 ,00 IlIng Fee 20.00 23.00 93j001 48.00 3.so",r: Zr 07.50 Ex. Occup. OUT ET OR FIXTURED FEE ELECTRICAL PERMIT Main Service ( °0°voA- : ) 23.00 .co Mobile Home Facilities Main Service ( 100A TO 1000A , NEW CONST. OWE1LM OCCUP. OR AOONS. A Adf.`. Blas. 20.001 Zng Fee 20.00 7.00 ,00 23.00 is. 01.5.00 IS.0015,00 15.00 5, 00 15.00 15,00 @20.00 ,00 IlIng Fee 20.00 23.00 93j001 48.00 3.so",r: Zr 07.50 Ex. Occup. OUT ET OR FIXTURED sti S0 Ex. Occup. o tOraA M.11i.1 E 5.00 Temporary Service 23.00 .co Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE 1 $ MECHANICAL PERMIT I Fling Fee 1 20.00 6.50 Ventilation PERMIT FEt $ WC Mobile Home Installation Fee S i Energy Inspection Fee $ .00 ✓wPE TOT L FEE $ ?j- IamW fIOOO IfPW PD 10 ISSUE AV This permit is he y Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 9 0 By Date ReceiptNo. PERMIT EXPIRES ON WHITE•0.0.S.•8.0., SOR PINK•IHSPECTOA GOIOENAOD-APPLICANT ro d ,, OUNTY OF BUTTE - DEPARTMENT OF DEVEL:PiMENT SERVICES - BUILDING ? DIVISION Yom" 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) V&140 —(PFJ 04-,ZAPPLICATION ANb PERMIT _ ASSESSORPMCELNUMSER ZONINO BUILDING PERMIT owNEg a j' ' TCLEpNONE jT SO. FT OCC. BUILDING VALUATION INER'S Q Av °it's �AurD �RR€sis CONTRACTOR'S MAILING ADDRESS V v M,00 ELECTRICAL PERMIT I Fling Feel 20.0 Main Service CONSTRUCTION LENDER a3 `� 23.00 200A OR LESS 23.00 (,1 � LENDER'S MAILING ADDRESS Fireplace I 1 J • O DWELLING OCCUP. Total Valuatlon $ OR ADONS. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S - 2 0. MCHRECr OR ENGINEER'S MAILING ADDRESS Permit Fee $ / w, Plan Checking Fee $ 0 euaDwoADDREss n o Energy Plan Checking Fee S �3 $ PERMIT FEE $ o IAT NO. SUBDN510N'SNAME PAACEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap ► 7.00 0100 Solar or heat pump.water heater 23.00 Water piping 15.00 s; Each gas water heater or vent 15.00 S: TYPE OF WORK New kAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 60 Mobile Home I S I G I W @20.00 a9�9�9 Ex. Occup. OUTLEr OR FIXTURES PERMIT FEE $ M,00 ELECTRICAL PERMIT I Fling Feel 20.0 Main Service 000v OR LESS a3 `� 23.00 200A OR LESS 23.00 (,1 � Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. So.- OR ADONS. & ACC. BLD.. 3.5i: N ONS . ( NON-RESID. MULTI -OUTLET W BRANCH CCLffM @7.50 Ex. Occup. OUTLEr OR FIXTURES 20'a 1.00 aAL 9 .50 Ex. OCCU FIXED APPLNS. ORA. OUTLETS EA 5.00 Temporary Service 23.00 �3 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE I S –:�/. /Q P MECHANICAL PERMIT I Fling Fee 1 20.00 I Hood I 1 6.501 (1.51A PERMIT FEI: I S 16b. f% Mobile Home Installation Fee S Energy Inspection Fee S occ CONST. TYPE TOTAL FEE $ . 10. FEW IMP/ I Fj,oO0 I COF. 11P)ACEeA W I HD I I SUE This permit is hereby—issued under the appriccable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By — PERMIT EXPIRES ON Date t2 W L Environmental Health SEP 1 21000 N Chico, California FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CEPZTIFICATt�,j �s N\1 - I'�' Important: Read the instructions on pages 1 - 7., tti�; , ="� - f `•, -SECYION'A - PROPERTY OWNER INFORMATION. For Insurance Company Use: BUILDING OWNER'S NAME Policy Number ' BUIL pJ ST EE A DRESS (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC.Number, a;`�f l` 7, SC-, ZIP CO P OPERTYP_F,S,C/'R,IPTIO Lo and Block Numbers, Tax Parce `N--u/� e L ga scription, etc.) BUI DIN SE e.g., Rgidential, Non-residential, Addition; Accessory, etc. Use Comments section if necessary.) - LATITUDE//LONGITUDE�(O[P�TIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):_ _ _ ( ##0-##'-##.##" or ##.###W) F] NAD 1927 '` ''NAD 1983 ❑ USGS Quad Map []Other: _____ SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE �i7r�ca o�� Cf�G�i�ie/✓�A B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX 87. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER G I DATE i EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 5?.0 1 4�1 6-1998 (5AMe A}' /&0.8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile RFIRM ❑ Community Determined ❑ Other (Describe): ..... B11. Indicate_ the elevation datum used for the BFE in B9:'❑ NGVD 1929 ❑ NAVD 1988: ❑ Other (Describe): _ (/_ 37S B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date..... SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on:XConstruction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram NumberL�)(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) ' C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum &5er-S Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? JK Yes N ❑ a) Top of bottom floor (including basement or enclosure). kft.(m) ❑ b) Top of next higher floor�ca Q• $%� LD ❑ c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) y F ❑ d) Attached: garage (top of slab) /� Eft (m) w v Q LP ❑ e) Lowest elevation of machinery and/or equipment servicing the building ft. (m) E @ C,30 -01: ❑ f) Lowest adjacent grade (LAG) /b/ . 2ft.(m) 3 C, EXP. ❑ g) Highest adjacent grade (HAG) /b/ . 4'ft.(m) CJ'� N o. 6050 ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ..... ❑ i) Total area of all permanent openings (flood vents) in C3h _sq. in. (sq. cm) �F CALF SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certiricate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by rine orimprisonment under 18 U.S. Code, Section 1001. �I V C tK I IFIkF�'Oft ;� S T�� LICENSE NUMBER TITLE GV/ J 1� COMPANY NAMENO r. � r ,y ,t AUUKtti OeC6Q� CITY -0 STAT ZIP CODE SIG �/� DATE TELEPHON -3c�� UD 3— 3-/1v00 F orm 81-31, AUG 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDI GJST_RRE T ADDRESS Including Apt., Unit, Suite, pnd/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 'v L r CITY I — GZICODE Company NAIC Number SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides -of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of, the bottom floor. (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or , ❑ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. 'SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: —ft. (m) Datum: ----- G9. ----G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: ----- LOCAL ----LOCAL OFFICIAL'S NAME TITLE - COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS . , ❑ Check here if attachments FEMA Form 81-31, AUG 99 REPLACES ALL PREVIOUS EDITIONS r BUTTE COUNTY SCHOOL'S IMPACT FEE CERTIFICATION FORM (&e form per Builddng) 11 School District Building Department No. A.P. Number I (��(y 30 �� 2 Jurisdiction: City County Property Owner (( r,�tJ�A��iI Property Location/Address Subdivision Lot No. Residential Development Commercial/Industrial , Building No of Living MobileHome Units Installation !0 1 New Addition U Addition/ 'Supplemental to Conversion Permit p i '(No foundation inspection); ........5 1.................f......................,......................................................... mans revieweu uv acnow uistnct rersonneit District Identification No. 6 / 0a Sq. Footage �69.5� ;lGr7p R)53.8� ft �SqA` Footage l� (Including Exterior t Roofed Areas) 63-//'00 Date DUIG 4'+ 1 UNI F/E?') School District certifies that �(f � � &A16� K--- (Applicant) 9 qgo V-17 N Pss Way (Street Address) (Phone Number) IV2 444-7� 915793 9 (City) (State) (Zip Code) '7 ``// A has complied with the requirements of Resolution No. 00-4 by payment of $ representing alp 3 (O square feet. School District Representative + t t 1 • t' 11 AB 2926 $ FULL MITIGATION $ Date Paid by Check # Remarks: 1:NU4 tOKes-N).S '*1.93 3 S'4 FT Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Forrri; the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), 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 (10/98)dmm - ''.,."'-_amu` '7/h..4'r Lr'r^-�a...r.rn ..,-. }f•. .... 'r •'�w.'..i/ .��_ `A'.__:tr ` ^Y..✓..,'...... ..- -p,.... BUTTE COUNTY PARK FACILITY fEE�PAYMENT CERTIFICATION FORM DURHAM RECREATION AND SARK DISTRICT Assessor Parcel Number (s): Qq CP 30 OI 2- Property Owner (s) : I/�' I K e►'- Project Location/Address:`T Subdivison Name: Im Assessable Square Footage: 3(P 3( X 1,04 21033.04 Type of Residential Development (check one): 1� j New Development ❑ Afteration/Addition Mobile Home (s) Non -Residential to Residential Commfents:' h J - Building Di 6n Repres nta ive Date -Durham Recreation.and Park District (DRPD) certifies that Applicant Name Applicant Phone Number -, ..22-31 5f 6)eorge Lri c_—� £o Street Address (?,ki co 2� City State Zip Code has pb nplie`d with the re'quirpm��fof the,,ButteIC 6unty,Boa rdlof SupervisorsResolution No. 93 - 114 by payment for square feet at $ 1.04 per square foot for a total payment 3f-7�6I510 of $4 —" RPD Representative PAID BY CHECK No.: •.. BANK No.: VQ- 7/ � a PAID BY CASH: RECEIPT No.: /2330 Remarks: . 01lfo Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 19 -Sep -2000 2000-0036296 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property. described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DE5CFYIPTION Datey—l PROPERTY OWNERS: State of California ) County of�� ) On — / Q —0 0 beforeme, Lt� ( i� �`e r'S hQ �� o C 1 y �7 personally appeared — i X91 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshelthey executed the same in his/ber/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Sig Seal: LUCY A. PERSHALL ture ,- � ••••� '� COMM. #1259473 �► COM NOTARY PUBLIC CALIFORNIA IA # / BUTTE COUNTY O C� - d Z MY M. EXPIRES Apr 3, 2004 1 THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS, AS RESERVED IN DEED RECORDED OCTOBER 27, 1939, IN BOOK 229, PAGE 338, OFFICIAL RECORDS. AP#: 040-180-061-000 (PORTION) PARCEL II• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO COMMON AREA, INCLUDING INGRESS AND EGRESS OVER LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGES) 66, 67 AND 68. PARCEL III- A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO THE COMMON AREA, INCLUDING OPEN SPACE, RECREATIONAL PURPOSES AND DRAINAGE EASEMENTS OVER LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. _ APPLIED TESTING'CONSULTANTS . -77 MATERIALS ENGINEERING TESTING AND INSPECTION October 6, 1999 Heritage Partners 426 Broadway. Chico, Ca 95926 Attn.: Mr. Tom DiGiovanni Re: Durham Greens Subdivision, - Durham, Ca Gentlemen: We have recently completed compaction testing on the building pads for the Durham Greens Subdivision. The lots were tested at approximate finished pad grade to a depth of 8 inches. All failing tests were retested with passing results.. The nuclear density test data sheets and moisture density curve per ASTM .1557 are attached. Based on the test data compiled on this project and witnessing the. earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and. professions Code that the building pads were. properly. moisture conditioned and compacted in accordance with the.'project plans, -specifications, and chapters .18 and 33 of the 1994 Uniform Building Code - Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Please call if you have any questions regarding our. services described above. Very truly yours, ---,_� APPLIED TESTING CONSULTANTS Brad Fors he Vice President Director of Operations 3-3 �yrf. Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. Client: Heritage Partners Page: 1 of 2 Address: 426 Broadway Date: 9/2/99 City, state: Chico, CA 95926 Tech: M. Haydon Atm: Tom DiGiovanni Project: Durham Greens Subdivision Soil Description: Brown Clayey Sandy Silt Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 116.7 Opt. Moist. Content: 13.6 90% est WetDry Moisture o Test # Depth Location: Elev. Density Density Density Content Comp. Results 1 10" Lot # 2 FPG 122.0 14.3 107.7 13.2 93% PASS 2 10" Lot # 3 FPG 115.7 12.2 103.6 11.7 89% FAIL 3 8" Lot # 4, Center FPG 108.9 10.4 .98.5 10.5 85% FAIL 3R 6" Lot # 4, Northeast Corner FPG-. 119.6 12.4 107.2 11.6 92% PASS 3RR 9" Lot # 4, Southwest Corner FPG 110.7 10.5 100.2 10.5 86% FAIL Retest o o ; bVV 3RRR 6" Corner) FPG 115.8 10.2 105.6 9.6 91% PASS 4 10" Lot # 11 FPG • 113.1 14.3 98.8 14.5 85% FAIL 4R 6" Retest of 4 (Lot # 11) FPG 108.4 13.8 94.6 14.6 82% FAIL 5 8" Lot # 12 FPG 114.7 12.3 102.4 12.0 88%1FAIL o esEdge Or 618" Southwest Leg - FPG 108.1 10.3 97.8 10.5 84% FAIL HEFIUH 1: Arrived at jobsite at 0830 hrs. to perform compaction testing of Lots 1, 2, 3, 4, 11 & 12. Performed 14 nuclear density tests at random locations and probe depths based on our estimate of fill depths as indicated above. Test locations were selected based on the grade stakes at the site. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, the test results varied from 81% to 93% relative compaction based on test method ASTM D1557 (it was later determined that Test #9 was performed outside of the actual building site and should be discounted). Although some of the test results met the 90% relative compaction requirement, the majority of the results did not. .A visual investigation of the tested material was performed beneath each test location which revealed 2" to 4" of soil which appeared to have been properly moisture conditioned underlain by a layer of very dry powdery material. Based on these observations along with the test.results indicated above, we feel that all lots should be reworked and retested. Departed jobsite at 0930 hrs. Copies to` Reviewed by: u 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 . APPLIED • i' -CONSULTANTS. 1 2?MTC ... \ r`rnr��\�Fh..`O\`""? \_\rR \r`.\..\rr\\\D \\r`.."Y��.nr - r: \\��0.\\:\ `�`�.aC�`.h�.v�.D`�e,Dwu��. ♦. Density.MATERIALS ENGINEERIN TESTING AND INSPECTION Nuclear Testing Report Per -ASTM Report Seq. No. Client: Heritage Partners Page: 2 of 2 Address: 426 Broadway Date: 9/2/99 City, State: Chico, CA 95926 Tech: M. Haydon Atte: Tom DiGiovanni Project: Durham Greens Subdivision Soil Description: Brown Clayey Sandy Silt G -u 9 e# CALIBRATION D CADATA: DinsityStd.: Moisture Std.: Xi : Moistur_ ;G �Y Ccmpaction Equipment: Req'd % Ccmpaction Curve No.: T-1 Max Dry Density: 116.7 -Dpt. Moist. Content: 13.6 90% Test# est Depth Location: Elev. W"�rc=DryMoisture Density I Density Density Content o Ccmp. Results 7 9" Lot # 1, Inside Corner of L FPG 117.4; 1C.5 106.9 9.8 92% PASS 8 9" Lot # 1, Southeast Corner FPG 117.61 11.4 106.3 10.7 92% PASS 9 9" Lot # 1, North Edge. FPG 98.71 89.1 10.8 7-/% FAIL 10 9" Lot # 1, Northeast Corner FPG 104.01 10.1 93.9 10.7 81d/o FAIL i • i REPOR 1: See page 1 of Report Sequence # 1. Ccpies to: ]:Zeviewed by: t 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973. • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 APPLIED TESTFNG. CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per -ASTM 1557 Report Seq. No. Client: Heritage Partners Page: 1 of 1 Address: 426 Broadway Date: 9/24/99' ' City, state: Chico, CA 95926 Tech: M. Haydon Attn: Tom DiGiovanni . Project: Durham Greens Subdivision Soil Description: Brown Clayey Sandy Silt Gauge # CALIBRATION DATA: Density Std.:.Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 116.7 opt. Moist. Content:' 13.6 90% Test # est Depth Location: Elev. VVetDry Density Density Density Moisture Content o Comp. Results 11 8" Lot # 12, Southwest Corner FPG 129.7 19.0 110.7 17.2 95% PASS + 12 8" Lot # 12, Northeast Corner FPG 128.9 19.6 109.3 17.9 94% PASS 13 8" Lot # 11, Southwest Corner FPG 129.3 18.6 110.7 16.8 95% PASS 14 8" Lot # 11, Northeast Corner FPG 126.2 20.3 105.9 19.2 91% PASS 15 8" Lot # 4, Northwest Corner FPG 125.7 19.0 106.7 17.8 92% PASS 16 8" Lot # 4, Southeast'Corner FPG 127.7 18.6 109.1 17.0 94% PASS' 17 T' Lot # 2, Northeast Corner FPG 122.4 17.3 105.1 16.5 91% PASS 18 8" Lot # 2, Southwest Corner FPG 125.3 18.0 107.3 16.7 92% PASS Arrived at jobsite at 1300 hrs. to perform compaction testing of Lots 2, 4, 11 & 12. 'Performed 8 nuclear density tests at random locations, as indicated above. All 8 test results indicated at least 90% relative compaction. Departed jobsite at 1345 hrs. Copies to:. Reviewed by: F f2�� 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 AA a ILL . . APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. Client: Heritage Partners Page: 1 of 1 Address: 426 Broadway Date: 9/29/99 city, State: Chico, CA 95926 Tech: M. Haydon Attn:. Tom DiGiovanni Project: Durham Greens Subdivision Soil Description: Brown Clayey Sandy Silt Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi.: Moisture Xi Compaction Equipment: Req'd % Compaction Curve No. ; T-1 Max Dry Density: 116.7 Opt. Moist. Content: 13.6 90% Test # est Depth Location: Elev. WetDry Density Density Density Moisture Content o Comp. Results 19 8" Lot #' 3, Southeast Corner FPG 125.9 15.5 110.4 14.0 95% PASS 20 8" Lot # 3, Northwest Corner FPG. 129.3 15.5 113.8 13.6 98% PASS 21 8" ot# 1, North Leg, Nortnwest Corner FPG 126.0 18.1 107.9 16.7 93% PASS 22 8" Lot # 1, Southeast Corner FPG 123.7 16.6 107.1 15.5 92% PASS . 23 8" Lot # 1; West Leg, Center FPG. 121.0 16.3 104.7 15.5 90% PASS Arrived at jobsite. at 0730 hrs. to perform compaction testing of Lots 1 & 3. Performed 5 nuclear density tests at random locations, as indicated above. All 5 test results indicated at least 90% relative compaction. Departed jobsite at 0815 hrs. Copies to: Reviewed by: 3060 Thorntr ee Drive,'Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 - APPLIED n..w..cM MATERIALS ENGINEER G TESTING AND INSPECTION, ASTM 1557 Moisture/Densitl Curve. Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: _ Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss:. % Moisture Content: 118.0 117.0. z 116.0 112.0 9.0% Heritage Partners 426 Broadway Chico, CA 95926 Tom DiGiovanni Durham Greens Subdivision Brown Clayey Sandy Silt Jobsite NA 1 � MIA _ 1 - • .. _ - Sample No: Date: 2 -Sep -99 Tech: B. Carter Sample Weight: S,OOO grams C I sample wt: rock .wt: of +34 rock: Specific Gravity of+3/4: Rock adj. density: 10.0%..,11.0% 12.0% 13.0% 14.0% 15.0% 16.0% .17.0% 18.01% Moisture Content (% of dry weight) Max density from curve: 116.7 Max adjusted density: 6.7 pcf This test was performed per ASTM 1557 Optimum moisture: Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 O�V��•�O Department of Development Services o O Building Division O O 7 County Center Drive O * = O Oroville, CA 95965 O (530) 538-7541 (530) 538-2140 FAX August 11, 2000 Will Baker 2231 St. George Lane Suite_ 80 Chico, CA 95926 Parcel Number: 040-630-012 Building Permit Number: 00-1446 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Move water heater and gasline from its present location under the stairs in the garage. This is not an approve location. Provide location of HVAC units. .Provide height of ceiling at upstairs shower and toilet. If not a minimum of 7 feet in height directly at the fixture location then a revision in design will be required. / Provide construction details for fireplace construction or designate that this will be a wood stove. Provide stairway construction details, -landing, rise and run, head clearance and handrails. Stairway to room above the garage must be separated from the garage by a modified one hour firewall. As part of this separation, the stairway to upper floor must exit into the house or directly to the exterior of the building. It may have a set of stairs into the garage as long as an approved Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX fire assembly is provide between the garage and stairway. Landings at top and bottom of stairway must be maintained. �'-X Sheet three of the plans which shows the foundation does not have any foundation details noted on the foundation plan. Please provide foundation details. beam sizes for all openings in interior bearing wall supporting floor loads from k-0 stairs. lease provide gravity load calcs for all members supporting the second floor and/or roof ads. lease provide full floor framing plan for the upper floor over the garage. )Show all requirements for interior braced walls and their attachment to both raised and slab ors. Fr Alternate braced wall panel detail is illegible and holddowns noted on plans do not meet code 3000 pound capacity. Revise V13). Upper story bracing is not shown for the upper story over the garage. Provide on the plans. addition the upper wall over the garage door opening and alternate braced wall panel below cannot be braced to code because you will have panels which extend more than one foot over an opening below. This wall will require a lateral analysis. All requirements of this analysis are required to be shown on the plans and plans are to be stamped and signed by your engineer of record. 4. You have provided transfer of shear loads to the exterior walls which have not been analyzed shear walls, instead they are still noted on the plans as braced wall panels which may be Thermo -Ply. Please provide an analysis of these walls with the materials noted on the plans and if they are indeed shear walls please change plans to so note. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. 1 . rovide the sizes of all windows on the plans. Windows at rear around french door are not noted, including transom over doors. Square footage has been revised per dimensions on the plans. Total living space is 3536. Revise energy calcs to reflect corrected square footage. Provide manufacturer's spe'�fications for AC unit with a SEER of 10 Energy calcs will be plan checked after revisions are received. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Building permit fees have been revised for corrected square footage. Balance due is now $1344.03. 2. Complete and return the enclosed school and park fee forms. 3. Pay Sheriff fees of $360.00 Provide sanitation clearance from the Chico office of Environmental Health. Provide a recorded. copy of your agricultural acknowledgment statement. Sincerely, Martha Whitney Plans Examiner cc: Bob Metzger Michael Caprealian A PLANREVIEW RESPONSE ORM In order to expedite the review of yonIRlease complete the following informaliqpnd return this form with your m -submittal. 11 this form is not complete. as to all correction items, we will not be able to accept your resubmittal for review. There must be a valid response to every item requested in our plan correction letter. "lay others" is not considered a valid response. Please indicate yow response to each item and the location where the information can be found on the plans/cales. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: t `. 6A<�� 1 6 ^� ASSESSORS PARCEL NUMBER PERMIT NUMBER flG�,Q (Q��O ^Ot2 ©O PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANeS./C_ALCS: .� f COMMENTS: PLAN CHECK ITEM # RESPONSE BY. LOCiAT//II�ON(�OrN�PLANS/C�ALdCS:/Z- d r -AD Pt", sWT � COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOC TION ON P S/CALCS: COMMENTS: v 144 PLAN CHECK ITEM O RESPONSE BY: LOCATION ON PLANS/CAL S: ---- 1214 fi COMMENTS: A t RESPONSE FOR PLAN CHECK LETTER GATED: PLAN CHECK REM R RESPONSE BY: LOCATION ON PUWS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANSICALCQS_:� COMMENTS: PLAN CHECK REM N P RESPONSE BY: � LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK rTEEM N RESPONSE BY: LOCATION ONPLAN{ S/CALCS: COMMENTS: �v PLAN CHECK REM M 0 RESPONSE BY: 1' LOCATION OWN PLLArN_S/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 2c/yl PLAN CHECK REM 7_77TAL17, ONSE BY: LOCATION ON PLANSICALCS: P4kN REVIEW RESPONSESDRM In order to expedite the review of your plans, please complete -the follJwing-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 valie 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 REMED AND ORIGINAL PLANS. OWNERS ' NAM DATE: AUG 2 8 2000 LFII( T'-�2A-11 /Y 7'De0 ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: rzoo0 PLAN CHECK ITEM # . 7 RESP ONS Y: �0�G LOCAIONON PLANS/CALCS: COMMENTS: / , (_ 7D J �s li F/? PLAN CHECK ITEM # RESPONS BY: LOCATION ON PLANS/CALCS: A r'--28 COMMENTS: SU 1p e- -0- 91-6 5 '�c - /o cijiod �_o i, ,e- A ill F/? PLAN CHECK ITEM # RESPONSE B ' LOCATION ON PLANS/CALCS: l3 5 = 2-a r COMM _t9t e CHECK ITEM # RESPONSE Y: LENTS: l e �. e �' ' ZL>li PLAN CHECK ITEM # RESPONSE BY: z b DCATION ON PLANS/CALCS: :5 -ti" /3 -- 7 f E l f LOCATION ON August 11, 2000 Department of Development Services _. Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Will Baker 2231 St. George Lane Suite 80 Chico, CA 95926 Parcel Number: 040-630-012 Building Permit Number: 00-1446 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Move water heater and gasline from its present location under the stairs in the garage. This is not an approve location. ti 2. Provide location of HVAC units. 3. Provide height of ceiling at upstairs shower and toilet. If not a minimum of 7 feet in height directly at the fixture location then a revision in design will be required. 4. Provide construction details for fireplace construction or designate that this will be a wood stove. novo— Glc , V/, k -0 5. Provide stairway construction details, -landing, rise and run, head clearance and handrails. 6. Stairway to room above the garage must be separated from the garage by a modified one hour firewall. As part of this separation, the stairway to upper floor must exit into the house or directly to the exterior of the building. It may have a set of stairs into the garage as long as an approved Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX fire assembly is provide between the garage and stairway. Landings at top and bottom of stairway must be maintained. 7. Sheet three of the plans which shows the foundation does not have any foundation details noted on the foundation plan. Please provide foundation details. 8. Provide beam sizes for all openings in interior bearing wall supporting floor loads from upstairs. j 9. Please provide gravity load calcs for all members supporting the second floor and/or roof loads. 10. Please provide full floor framing plan for the upper floor over the garage. 11. Show all requirements for interior braced walls and their attachment to both raised and slab floors. 12. Alternate braced wall panel detail is illegible and holddowns noted on plans do not meet code for 3000 pound capacity. Revise 13. Upper story bracing is not shown for the upper story over the garage. Provide on the plans. In addition the upper wall over the garage door opening and alternate braced wall panel below cannot be braced to code because you will have panels which extend more than one foot over an opening below. This wall will require a lateral analysis. All requirements of this analysis are required to be shown on the plans and plans are to be stamped and signed by your engineer of record. 14. You have provided transfer of shear loads to the exterior walls which have not been analyzed as shear walls, instead they are still noted on the plans as braced wall panels which may be Thermo -Ply. Please provide an analysis of these walls with the materials noted on the plans and if they are indeed shear walls please change plans to so note. 15. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. 16. Provide the sizes of all windows on the plans. Windows at rear around french door are not all noted, including transom over doors. Square footage has been revised per dimensions on the plans. Total living space is 3536. Revise energy calcs to reflect corrected square footage. Provide manufacturer's sptcations for AC unit with a SEER of 10 Energy calcs will be plan checked after revisions are received. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -11 The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1: Building permit fees have been revised for corrected square footage. Balance due is now $1344.03. 2. Complete and return the enclosed school and park fee forms. 3. Pay Sheriff fees of $360.00 Provide sanitation clearance from the Chico office of Environmental Health. Provide a recorded copy of your agricultural acknowledgment statement. cc: Bob Metzger Michael Caprealian.. PRC -ECT PROCESSING RFCORD APPLICANT: OWNER: PERMIT A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEM � cor re � dU4 • RESIDENTIAL PLAN .. REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: �� Building Permit Number: OX - / W(p Plans Examiner: A. P. Number: GENERAL: Zoning requirements - (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property. _. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, kc. Other buildings or structures. t Grading, fills and/or drainage. Flood hazard 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: I. '`Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). 1-4. Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). ' 6: Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet ba% and exterior receptacles (NEC 210).�� Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). (j�V §10. rohibited locations of gas heating equipment'(Uniform Mechanical Code 304.5).11 UZ a fire« -all separation = rewired on garage side including supporting walls�and posts 'form Building Code section 302.4 exception #3). 11. Wood stove location = Alcove clearance (UMC section 205 confined space & 223 unconfined space). 1 Smoke detectors (Uniform Building Code section 310.9.1). at closet clearances (Uniform Plumbing Code 408.5).—Pvouide hec 4 4 Cel iC 4. ' hovc-er compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7 v�ll/I/� or 7 / VU Page 1 of 2 Proviae- 41d P(COK' fi�L c v roa7),-? 6 very ra-t4d �o Rruijo cevi C� �� eccl�o ►�- STRUCTURAL DETAILS - 1 al constru ll. shaped build�inL Uniform Building Code section 2320.5.4). Standard brae or engineered desi niformuS ilding Code sedtion 2320.11.3). 3: ry requiring g and/or engineering. Yo u i d,�, Three story building requiring engineered calculations and plans. o rr / 5. Foundation plan complete enough to construct building. le/ Floor construction details complete enough to construct building.' 'r 7. Elevations and wall construction details complete enough to construct building.T��s 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. '� eJLk Y n O� 10. Fireplace construction details and calculations if necessary. W 11. Garage door header size(s). O�KJA) O -Q ha 12. Porch header size(s). 13. _Stud heights. 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. z/'} ��57 - 16: Special Inspection requirements. 17. Header sizes.. 18. Gypsum wallboard nailing inspection required.~ Eirwa=yelaiols ELUSITEMS: �t Gl e �t me- — JDA')( - landings, rise and run, head clearance, handrails (Uniform Building Code section �h re 100' 2. Guardrails (Uniform Building Code section 509). ,Z'.. bAck or stone veneer (Uniform Building Code section 1403). C1r Eit6riof plaster- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). -Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10.: Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). _ 11 Attic access and ventilation (Uniform Building Code section 1505). 12:: Combustion air for fuel burning appliances - LPG requirements. - Sound requirements. 14 Energy design compliance and supporting documentation. �001 d - e GC ( Flashing at all exterior openings. p4� 5� z.e-j 07-1 G� CDF responsible area requirements. o- 17. Building Permit requirements: 171. SRA. 17.2 Flood elevation certificate. 3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. MW 61 Page of Z' :r, .-war`;^* a `.t -"+..r ,. b.• '.......dcy+r.'N .-,.> ..«..•+n...y..wm-�^Trr..y «". �-•-�;.Wfi_i+rt'+..ti.+._. �iJ-e''"''.AM�•.<.,w•4ra..f.. _,'K+ r .-�_.. _,., . P ..• d0O01JI'Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT &_ W.3 ASSESSOR PARCEL NUMBER -+! ZONING qU7�r PUD BUILDING PERMIT OWNER TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNERS MAIUN ADD ESS • CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 29-25 BUILDING ADDRESS p�T�i��. �.. 9490 Yk i .'LESS WAY DURUM � 95938 8 Energy Plan Checking Fee $ $ PERMIT FEE $ 94.25 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF C� Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 1 7.00 21,00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00, TYPE OF WORK New EX Addition `C] Remodel EX Utilities ❑ Installation ❑ Other ❑ Describe Work: AD0111W ii0 i�XIH &f,EIK)DEL UPSTAIRS Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 136UIU Mobile HomeS G W @20.00 PERMIT FEE 71 • ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.AoRLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. f , . License Class %� Lic. No. ,r t!1 T OWNER -BUILDER DEC- A A OWN 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ l .' t Date _ Signature ol Applicant - ❑ Owner' ❑ Contractor ❑ Agent- An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO tOooA 46.00 NEW CONST. DWELSO WEE LINOCCUP. so OR ADDNS. ( sACCG. BUDS. 3.50FT. N1!W pC0 0. MULTI -OUTLET CIRCUITS @7,50 POWER APPARATUS d SINGLE CIS. R FIXTURES Ex. Occup. ourLFT OR FD(TUREs BAL®1.50 FlXED APPLNS. OR 5.00 Ex. Occup. ouTLETs RESID. E.A. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 4.50 PERMIT FEE $ 24.50 Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE R3 YR TOTAL FEE $ 189.75 HAZ. D. FEES IMP / x FLOOD Ar CDF —. rCEL PO HD ISSUE !1 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. –: r�,�- 4�1 By 3 V" Date N PERMIT EXPIRES ON- Det? 1 Receipt No. ��;+IJt%v �.:��.�i1,' fJ WHITE-D.D.S.-B.D. CANARY -ASSES PINK -INSPECTOR GOLDENROD -APPLICANT WHITE-D.D.S.-B.D. COUNTY OF� DEPAR ENT OF DE LO :(RVICES - BUIDIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 8-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT &_ W ASSESSOR PARCEL NUMBER 040-630-0.12 ZONING PUD BUILDING PERMIT OWNER BAK TELEPHONE 893-9790 SO. FT. OCC. BUILDING VALUATION 2,000.00 OWNERS MAILING ADD ESS 136-3 WOOD CONTRACTOR'S NAME BAKER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 2,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 45.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 9490 VAN NESS WAY DURHAM 95 Energy Plan Checking Fee $ PERMIT FEE $ 94.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 21.00 USEOFSTRUCTURE SF ❑v, Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New EX Addition ]p Remodel CX Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION TO BATH & REMODEL UPSTAIRS Gas piping system 1 - 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 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �� -y� License Class Lic. No. ��y{,i)/"/ R OWN WILDER DECLA ATIO I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO l 46.00 WEU200A NEW CONST. DWELLING OCCUP. U OR ADDNS. ( a ACC. BLDS. SO 3.5QFT: Npp}pO�IST MULTI.OUTLET 97,50 POWER APPARATUS a sINGLE DLmET CIR. EX. OCcu OUTLET OR FIXTURES B20 @ 1.00 Ex. Occup. o IxEDSA PDR'. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ 1,A :L 6444 Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and dem or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation 1 4.50 4.50 PERMIT FEE $ 24.50 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE R3 VN TOTAL FEE $ 189.75 HAZ. D. FEES IMP ;{ FLOOD AE CDF PARCEL X PD HD ISSU 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. _t j�k)q:� 2 By / " JDate d PERMIT EXPIRES ON 2 2 O.2 Dete Receipt No. 314608Z136_00 WHITE-D.D.S.-B.D. CANARY -ASSES R PINK-INSPE OR GOLDEN D -APPLICANT CbUNA OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, Chlifornia 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT �l� D fttt�ta 40 / 3 0 cD W -A U D BUILDING PERMIT ((_ (_ (J�iD � � � �9 3 7 ,g SD. FT. OCC. BUILDING VALUATION &J ?9_1 13 v tDT No. sUEOrvDIONs PAW , I •••••`•cam �••• USEOFSTRUCTURE SF &Y Duplex O Mobilshome O Other ever► TYPE OF WORK Flew /lddition O Remodel O UbTrtfes 0 InInsta{adon O Other O Describe Work: sV,� / [ L -M 0 109- Vp Sof 12s ELECTRICAL IAEW *PERMIT FEE PAID SRA '- SHERIFF OTHER AMOUNT RECEIVED lace Total Valuatlon _ Ffin Fee = Permit Fee = Plan CheckingFee = Energy Plan Checking Fee S i PERMIT FEE _ PLUMBING PERMIT Each Trap Solar or heat um water heater Water piping Each as water heater or vent Gas tin tem 1 - 5 outlets Building sewer Mobile Home S G W *RECEIPT NUMBER �J 4 * TO BE PVT INTO COMPUTER ' Main Service • Main Service Dora . Oft .00►a. PERMIT FEE _ RMIT sow ow LOS Zoon On UMS Zoon to 1006n ) Ex. Occup. Durr 001 Fern" vocao arnras. Ex. Oeeu ovnEn asw. oa u Temporary Service Mobile Home Facilities 20.00 Ung Fee 20. 7.00 a 23.00 15.00 15.00 15.00 15.00 @20.00 Ig Fee 20.00 23.00 46.00 3.508 X7.50 5.00 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Coolino 6.50 PERMIT FEE f Moble Home Installation Fee $ Energy Inspection Fee $ Q°C , ° � IPI TOT L FEE $ I 1= Tv flT>LL:— I —L71 This permit is hereby k=ed under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date —� PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET l OWNER:'0 �,- ASSESSOR PARC ER: Proposed Building Use: �. Building Inspector: Date: — 7�z —07 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- ❑2,pot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 9Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. Hazardous Material Form. ----------------------------------------------------------------------------------------- WF!es ufactured Home data and installation instructions including Tie Down Specifications.------------------ of $ 3.1 ------------------ --------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. Falifornia Department of Forestry plan approval/fees. ---------------------------------------------------------- 04 3. Vood elevation certificate. -------------- °- --------------------------------------------------------------------- -TIroamtation and plot plan approval c ' 1 6-C41ealth Department. ------------------------------------------- 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for ;required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ---------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑ 24. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 026. Letter of intent on building use. ---------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 030. ------- ❑30. Other: (Date) �WWhen�you`issue the a .__:t, llows ❑Mail to owner❑ ail contractor. ln Telephone 4 d hold for pickup at v office. ❑ Deliver with inspector. � and � °o7 Applicant: 4/ V eV � �2Q;M) Date: 3 -Al; Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Deparlmen ' Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmen ❑ O er: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: i� V�J Date� : -2�— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. X, 1 W-1 1363 WOODLAND AVENUE CHICO, CA 95928 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1446 Expiration Date: 9/19/01 A.P. # 040-630-012 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the rp"Trp office. Thank you for your prompt attention concerning this matter. Y.pyrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 P CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R '----,--------------------------------------------------------------------------- Project Title: BAKER 3702e (BASE CASE) Run: 663 29 -Aug -00 T Project Address: LOT 12,'DURHAM GREEN SUBD. BAKER 3702e (BASE CASE) DURHAM, CA. 95938 Building Title: BAKER.3702e (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 3702 ft2 Average Ceiling Height: 912" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 90 deg (East) Glazing Area, % of Floor Area: 19.6% Average Fenestration U-Value:0.48 Average Fenestration SHGC: 0.73 Number of Stories: 2 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Cavity Sheathing .. Non -Slab 1918 Component Insul Insul Total Assembly Unconditioned Type --------------- R -value -------- R -value -------- R -value -------- U -value -------- Location/Comments ----------------------- Door 0 -- 3.03 0.330 Unconditioned Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Unconditioned Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Attic Wall 19 0 15.38 0.065 Outside Floor 19 0 20.41 0.049 Crawlspace Floor 19 0 20.41 0.049 Unconditioned Ceiling 38 0 41.67 0.024 Attic FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti Non -Slab 1918 Yes - -- - Crawlspace Non -Slab 720 Yes Unconditioned FENESTRATION Exterior Overhang Shading A Bugs ckol er None er PA"VEN, . None APPffft6 Area U- Interior Orientation (ft2) value Panes Shading Window East 167.0 0.480 2 Standard Window East 40.9 0.460 2 Standard Window East 23.0 0.500 2 None Exterior Overhang Shading A Bugs ckol er None er PA"VEN, . None APPffft6 CERTIFICATE OF COMPLIANCE:'Residential Page 2 CF-iR r Project Title: BAKER 3702e (BASE CASE) Run: 663 29 -Aug -00 i FENESTRATION continued Exterior Overhand Shading ---------- Shading ---------- Area U_ BugScrn Orientation Standard (ft2) value Panes ------------------ Overhang ----- ----- ----- Window South 119.0 0.480 2 Window West 122.0 0.480 2 Window West 75.0 0.460 2 Window West 40.0 0.500 2 Window North 76.5 0.480 2 Window North 20.0 0.500 2 Window North 44.0 0.480 2 THERMAL MASS Area Thick Type Exposed? (ft2) (in) --------- -------- ----- ----- None HVAC SYSTEMS Interior Exterior Overhand Shading ---------- Shading ---------- and Fins Standard BugScrn -------- Overhang Standard BugScrn Overhang Standard None Overhang None None Overhang Standard BugScrn Overhang None None Overhang Standard BugScrn None Location/Comments ---------------------------------------- Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond. -- central pckg 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs Factor (gal) 50g.W/H Standard Std.50gW/H Storage gas ---- 1 ------ 0.60 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------ - - - - - - - - - - - - - ------------ --------i - - - - - - - - - - - - 50g.W/H -- -- No No WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE Std.50gW/H 76% -- Rated Input Standby Tank (kBtuh) Loss R -value 36.00 -- -- Pilot Light (Btuh) �j�ley*17TE �lNVt r. CERTIFICATE W: COMPLIANCE: Residential `Page 3 CF-lR 'Project Title: 'BAKER 3702e (BASE CASE) Run: 663 29 -Aug -00 HYDRONIC DISTRIBUTION AND ERMINALS System/Name Type Number None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. 4*Jt-E D�RAipApppo " . CERTIFICATE 'OF":COMPLIANCE: ,Residential Page 4 CF -IR 'Project'Title: BAKER 3702e (BASE CASE) Run: 663 29-Aug-00 -=ss:c--x.ccx==sx==xx=._===a.x-x=so=-xacnxccx.xxxxs-xaxx=s.a.xxx.cxxcscxCxs=aas-x r - 2 ;4 DESIGNER OR OWNER WIL BAKER 2231 St. GEORGE LN. 80 CHICO, CA. 95926 893-9790 Certification #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR BOB:METZGER O.D.S. BOB METZGER O.D.S. 2231 St. GEORGE LN. #70 CHICO, CA. 95926 530-342-9688 or 865-9688 0-2q-� Signed Date COMPUTER ]METHOD `-----:--------------------------------------------------------------------------- SUMMARY Space Cooling Page 1 C -2R Project Title: BAKER 3702e (BASE CASE) Run: 663 29 -Aug -00 Project Address: LOT 12,'DURHAM GREEN SUBD. BAKER 3702e (BASE CASE) 90 DURHAM, CA. 95938 501.0 Building Title: BAKER.3702e (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. 0.065 Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 19.02 Space Cooling 13.60 Water Heating 7.70 Total 40.32 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 3702 33935 OPAQUE SURFACES Surface Area U - Type (ft2) value ---------- ------ ----- Zone = HOUSE Door Wall Wall Wall Wall Proposed Design --------------- 16.49 15.34 6.78 -------- Complies 38.61 Yes 3702 ft2 9'2" ft -in SFD Single Family Detached 90 deg (East) 19.6% 0.48 0.73 1.00 2 Raised floor 1 33935 ft3 2638 ft2 Type Conditioned Vent Thermostat Height Type (ft) CEC_Standard 810" Insl Total Tru Slr Construction Rval Rval Azm Tlt Gns Type Location/Comments ---- ----- --- --- --- ------------ -------------------- 20.0 0.330 0 3 180 90 No 760.1 0.065 19 15 90 90 Yes 501.0 0.065 19 15 180 90 Yes 310.0 0.065 19 15 180 90 No 668.0 0.065 19 15 270 90 Yes 30-WooddkeOttditioned W19.2x6.1'61J/4 0�tsld' W19.2x6.16 W19.2x6.16q ncond f€i-Qned W19.2x6.16U �Jde l^ r 4`q� i COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: BAKER 3702e (BASE CASE) Run: 663 29 -Aug -00 ..cccocooc.cosscccc==occas====soo-occco=cc==sac=a.occ==os.ccc=cc=coccs.cacacos=oc 1r OPAQUE SURFACES continued Surface Area U- Insl Total Tru Frame Slr Construction (ft2) ----- Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt Gns Type Location/Comments Wali 615.0 0.065 19 15 270 --- 90 --- Yes ------------ W19.2x6.16 -------------------- Attic Wall 512.5 0.065 19 15 0 90 Yes W19.2x6.16 Outside Floor 1918.0 0.049 19 20 -- 180 No FX19.2x8.16 Crawlspace Floor 720.0 0.049 19 20 -- 180 No FX19.2x8.16 Unconditioned Ceiling 1727.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Insul Depth (in) Location/Comments ------ ---------------------------------- Fenestration Area Tru ' Open Frame Name -------------- Type ---- (ft2) ----- Azm --- Tlt --- Type ------- Type Zone = HOUSE -------- Fll Wind 25.0 90 90 Slider Vinyl F12 Wind 7.1 90 90 Fixed Vinyl F13FRTDR Wind 23.0 90 90 Hinged Wood/Div F14 Wind 7.1 90 90 Fixed Vinyl F15 Wind 10.8 90 90 Fixed Vinyl F16 Wind 15.0 90 90 Slider Vinyl F17 Wind 16.0 90 90 Fixed Vinyl F18 Wind 15.0 90 90 Slider Vinyl F110 Wind 25.0 90 90 Slider Vinyl F21 Wind 12.5 90 90 Slider Vinyl F31 Wind 5.2 90 90 Slider Vinyl F32 Wind 14.0 90 90 Slider Vinyl F33 Wind 5.2 90 90 Slider Vinyl F41 Wind 25.0 90 90 Slider Vinyl F42 Wind 25.0 90 90 Slider Vinyl Lll Wind 25.0 180 90 Slider Vinyl L21 Wind 15.0 180 90 Slider Vinyl L22 Wind 14.0 180 90 Slider Vinyl L23 Wind 15.0 180 90 Slider Vinyl L31 Wind 25.0 180 90 Slider Vinyl L32 Wind 25.0 180 90 Slider Vinyl Ell Wind 12.0 270 90 Slider Vinyl B21 Wind 12.5 270 90 Fixed Vinyl B22FRCH Wind 20.0 270 90 Hinged Wood/Div B23 Wind 12.5 270 90 Fixed Vinyl B24 Wind 20.0 270 90 Fixed Vinyl B25 Wind 15.0 270 90 Slider Vinyl B26 Wind 15.0 270 90 Slider Vinyl Glazing Charactr Name Comments STD.OPER STD.FIXED STD.DOOR STD.FIXED STD.FIXED STD.OPER STD.FIXED STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.OPER STD.FIXED STD. DOOR-..., , STD. FIXED' STD.FIXED STD.OPER/'; STD.OPER F + f� COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: BAKER 3702e (BASE CASE) Run: 663 29 -Aug -00 J FENESTRATION SURFACES continued Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) Azm Tlt Type Type Name Comments B27FRCH Wind ----- 20.0 --- --- 270 90 --------------------------- Hinged Wood/Div STD.DOOR ---------------- B28 Wind 15.0 270 90 Slider Vinyl STD.OPER B29 Wind 30.0 270 90 Fixed Vinyl STD.FIXED B210 Wind 15.0 270 90 Slider Vinyl STD.OPER B31 Wind 25.0 270 90 Slider Vinyl STD.OPER B32 Wind 25.0 270 90 Slider Vinyl STD.OPER R11 Wind 12.0 0 90 Slider Vinyl STD.OPER R12FRCH Wind 20.0 0 90 Hinged Wood/Div STD.DOOR R13 Wind 12.0 0 90 Slider Vinyl STD.OPER R21 Wind 15.0 0 90 Slider Vinyl STD.OPER R31 Wind 12.5 0 90 Slider Vinyl STD.OPER R32 Wind 25.0 0 90 Slider Vinyl STD.OPER R41 Wind 15.0 0 90 Slider Vinyl STD.OPER R42 Wind 14.0 0 90 Slider Vinyl STD.OPER R43 Wind 15.0 0 90 Slider Vinyl STD.OPER GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes value ----- ----- SHGC See notes Shade Shade Type Shade STD.OPER Clear 2 0.480 ---------------- ------ 0.870 Standard 0.680 ---------- ------ BugScrn 0.757 STD.FIXED Clear 2 0.460 0.870 Standard 0.680 None 1.000 STD.DOOR Clear 2 0.500 0.870 None 1.000 None 1.000 OVERHANGS Fenestration -------------------------- Above Left Right Name ------------ Height ------ Width ------ Depth Glazing Extension Extension Fll 59011 59011 ------ 11' 011 ------------------ 11411 --------- 42' 0" 161010 F12 5#011 115" 11 11 1011 11811 321011 29f711 6311011 F13FRTDR 7 f 811 31011 111011 1 f 8" 291011 F14 51011 115" 111011 1 f 81t 271011 341711 F15 11611 71211 111011 01011 271011 2811011 F16 61011 2161f 111011 11411 20,011 401691 F17 61011 21811 1110" 11411 161011 441411 F18 61011 216" 11,0" 114 tf 131011 471611 F110 51011 51011 111011 1141' 51011 5310f1 F21 5'011 21611 21211 11011 15,011 111611 F31 31011 11911 2121' 131411 111011 31311 F32 41011 31611 21211 121811 91011 31611 F33 31011 1 1 911 1 2 11 21211 2 1314it 1611 �1 71611 11 F41 51011 510711 212" 8 1 411 v81411 181011 g1pal ��Vt /��.; F42 51011 5 1011 2 1211 81011 17 C, Lll 5lol1 Gtoll 21211 31411 141011 JI Y + COMPUTER 14ETHOD:SUMMARY Page 4 C -:2R Project Title: BAKER 3702e (BASE CASE) Run: 663 29 -Aug -00 s OVERHANGS continued `. Fenestration Name Height Width L21 310" 51011 L22 4'01' 316" L23 31011 590" L31 510" 011 51 L32 51011 51011 Bll 410" 31011 B21 51011 216" B22FRCH 618" 3'0" B23 51011 21611 B24 2'61' 81011 B25 5'0" 310" B26 510" 310" B27FRCH 618" 31011 B28 5'01' 310" B29 2'6" 12'0" B210 51011 3'-0" B31 510" 5'0" B32 5'0" 510" Rll 4'0" 310" R12FRCH 6'8" Vol' R13 410" 310" R21 510" 3'0" R31 510" 2'6" R32 51011 51011 FINS Fenestration -------------------------- Name Height Width ------------ ------ ------ None THERMAL MASS Area Thck Mass Name (ft2) (in) None Left Fin -------------------------- Exten Dist Fin Fin above to Depth Height glzng glzing Vol Cond- Heat duct Construction Insd Cap ivity Type Rval Right Fin -------------------------- Exton Dist Fin Fin above to Depth Height glzng glzing Location/Comments ------------------------ Above Left Right Depth Glazing Extension Extension ------ 2'2" --------- 3'4" --------- 15'0" --------- 0'0" 2121 2181 12,611 4'011 2'2" 314t1 1010" 5'0" 212" 1414" 2110" 410" 21211 14' 4" 10' 0f1 151011 21211 110" 61011 131019 21211 11411 471011 13'6" 212" 3141 43101 1710" 21211 114" 41101 19961 212" 114" 4110" 1410" 212" 114" 3210" 2810" 212" 31411 2910" 3110" 212" 11411 271011 331011 21211 1'4" 2210" 3810" 21211 11411 221011 291011 212" 11 411 416VV" 5 J751601 2-1211 .1211 8 1114)) 11 18 1 O 11 71011 2'2n 88141 710" 1810" 21211 110" 1810" 516" 21211 914" 14'011 91611 22 21!2+11 11011 1`111411 1271211 20211 110" 1710" 7101 111011 31011 21' 0" 616" 11'0" 3'0" 1510" 1010" Left Fin -------------------------- Exten Dist Fin Fin above to Depth Height glzng glzing Vol Cond- Heat duct Construction Insd Cap ivity Type Rval Right Fin -------------------------- Exton Dist Fin Fin above to Depth Height glzng glzing Location/Comments ------------------------ COMPUTER METHOD SUMMARY Page 5 C -2R W Project Title: BAKER 3702e (BASE CASE) Run: 663 29 -Aug -00 SOLAR GAIN DISTRIBUTION Fenestration Winter Name Fraction ------------ -------- None Summer Targetted Fraction Thermal Mass Comments -------- ------------ -------------------------------- HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.80 Furnace 0.80 AFUE Attic R-4.2 ACsplitl2 Air cond. -- central pckg 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- 50g.W/H Standard ------------ Std.50gW/H ----------------- Storage gas ---- 1 ------ 0.60 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 50g.W/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency. AFUE (kBtuh) Loss R -value (Btuh) -------------------- -- ------------------------- ------ Std.50gW/H 76% -- .36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number None Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- ,U Aqppj,6 COMPUTER :METHOD :SUMMARY Page 6 C, -2R Project Title: BAKER 3702e (BASE CASE) Run: 663 29--Aug-00 {�-o.c..cc..=scccc_s_ns=cs:s=acsacca=sc_sscc=ccs=cc..s�s__s==crn.ssscaasssa=scccosz i .E SPECIAL FEATURES, REMARKS,,AND NOTES I. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. f - ` r MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 . STRUCTURAL CALCULATIONS FOR:. PORCH OF RESI DENCE. AT LOT 12 DURHAM GREEN STRUCTURAL CRITERIA: Seismic Zone_ Basic Wind Speed m.p.h. (Example B. Method Concrete fc - 2--S06 P.S.I. Reinforcing Steel - Grade Masonry: Grade Solid Grouted yes/no fm p.e.i. Structural Steel: Grade Yield: k.s.i. REFERENCES: 1. 1997 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. *Structural Engineering,Handbook, Gaylord & Gaylord, 2nd. Ed. JUN 2 0 2000 MICHAEL'ALLEN K C PREALIAN � �07 `CN\\- Q \E OF CIN EXP DATE: 12-31-2001 ABBREVIATIONS: . O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate C.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TRIB. - Tributary OUTTE CUU►v I I IIIIILDING-DEPARTME ft,; A PPp0V z MICHAEL CAPREALIAN S CIVIL ENGINEER, RCE 22907 1743 Mulberry St - Chico, CA 95928 (530) 521-6886 - 891-6886" JOB T SHEET NO. L OF - CALCULATED BY� DATEjUN CHECKED L- CHECKED BY DATE Ulf SCALE. ------'-._.__..........------ ASSUMPTIONS AND DESIGN DATA ........... .. Type of Structure lvoo cQ eN �o G� Roof Pitch y (L Loads in Oft2. Dead Load Total D.L. Live Load. TOTAL Roof: 2 6 1st Floor: �i°Q1"1 73 2nd Floor: Balconies/ Decks: Walls: Q�OFESSIO, �Q�yA �� co N LU CAPREALIAN. 7 FOF cm-wll EXP DATE: 12-31-20M ®I MICHAEL CAPREALIAN JOB CIVIL ENGINEER, RCE 22907 SHEET NO. OF 1743 Mulberry St. - Chico, CA 95928 CALCULATED BY DATE JUN - 2 2000 (530) 521-6886 - 891-6886 CHECKED BY DATE_ SCALE . ....... ... .. ......... ... .. .......... ............... ............ .......... .. ....... . .... . ....... ..... ...... .... I .. .... . ... ... ..... ... - .. ........ .. I ............. . .. ........ p . i CN ............. . .......... .. ..................... ............ ............ OF C r L:EVA-70H -6 EXP DATE: 12-31-2001 i� QsoFEssio�`�$ co MICHAEL ALL w CAPREALIAN m c 22907 CPA CN11- �TFOF CA1�F�� EXP DATE: 12-31-2001 ,-5� T S MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 • 891-6886 15, SHEET NO. 6 OF CALCULATED BY A4 -el - DATE JUN - 5 2000 CHECKED BY DATE SCALE .............. ........... .... ....... .... ..... ... ... .... ............ ro- ....... .... ... ( .......... VIC ............ ............. ............ . ............ .............. ............ ..... . ........ ......... ........... .. . ... ....... .. ........ .. ......... ............. ............. !f 6 ........... ....... . ... . ........... . ............. .......... ................... .............. .............. ............. ............................ . ... ... ..... .............. ........ .... ............................. .......... w f MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry SL - Chico, CA 95928 (530) 521-6886 • 891-6886 STRUCTURAL CALCULATIONS FOR: ROOF SHEAR TRANS. PROBLEM LOT 1.29 DURHAM GREEN, Q�OQlap"�OFESSlpiy a� h PSI AEL ALLEN LU IAN ,� CMS. moi. �TFCF CA��O� EXP DATE: 12.31-2001 STRUCTURAL CRITERIA: Seismic Zone Basic Wind Speed - m.p.h. (Example B, Method Concrete fc - 25oZ>p.s.i. Reinforcing Steel - Grade Masonry: Grade Solid Grouted yes/no m f - p.e.i. Structural Steel: Grade Yield: k.8.i. REFERENCES: 1. 1997 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. Structural Engineering Handbook, Gaylord 8 Gaylord, 2nd. Ed. 6 ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate C.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TRIB. - Tributary MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 SHEET NO. L OF - CALCULATED BY " DATEAN A -- CHECKED BY DATE • SCALE -_.-.--'---._...__......-'-'- ASSUMPTIONS AND DESIGN DATA ......... .. -Type of Structure Woo d eo d e'' FO GJ., Roof Pitch��— ... Loads in ��/ft2: Dead Load Total D.L. Live Load. TOTAL Roof: �� .a M ► SC d, N 6 '� G i �rpw ti� 2, 1st Floor: Q@+DFES3lp�,� Q69 M CHAEL ALLEN y 2nd Floor: CAPREALIAN ........... 22907 e s�X CIV1�- OFC Balconies/ Decks: EXP DATE 12-31-2001 Walls: ..Other: r� 6 Wind Zone 75 m . p . h . Max. Ht. �6 =� ft. Ce= �� i Cg� f 3 q s I= Wind Pressure (example B, method 2)= 2w-- Lp.. s . f . Earthquake Loading= 2:5I_-XJ�W= Where - I= CI rL :77 _4 P, MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22607 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 JOB SHEET NO. OF CALCULATED BY DATE ZOOO CHECKED BY DATE_ SCALE as H Of t� MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22.907 1743 Mulberry St. • Chico, CA 95928 .(530) 521-6886 • 891-6886 STRUCTURAL CALCULATIONS FOR:. HOUSE 0 LOT 12 DURHAM'GREEN ®(P DATE: 12.31-2001 STRUCTURAL CRITERIA: Seismic Zone ?_ Basic Wind Speed �m.p.h. (Example B, Method Concrete fc Reinforcing Steel - Grade_ Masonry: Grade Solid Grouted yes/no fm - p.e.i. Structural Steel: Grade Yield: k.s.1. REFERENCES: 1. 1997 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. Structural Engineering'Handbook, Gaylord & Gaylord, 2nd. Ed. ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate C.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TRiB. - Tributary bung couN fy 301LDING" DEPARTMENy 4 ?1-7le 70 > r MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St • Chico, CA 95928 (530) 521-6886 • 891-6886' JOB SHEET NO. / OF- CALCULATED F-CALCULATED BY �` DATE UG 1 7 20n(L_ CHECKED BY SCALE ..__._._...._.._.. DATE ASSUMPTIONS AND DESIGN DATA Type of Structure ct Roof Pitch 40 12 Loads in ��/ft2. Dead Load Total D.L. Live Load TOTAL Roof: -� lty .I'~ s I Y /G 2 ? R. G h,�y �,. I �� o�s��• is t Floor: S' " kd("S 3.1 eROFESS/q,,,, 2nd Floor: Ca.K� N %�/o�„f t r ?•.� 78 r y MICHA L LLEjy y .3 LU CAPREALIAf�J m� 22907 Balconies/ Fo \SOP`' F Decks: CAS Walls: y ?/C-1 r, 6 O EXP DATE: 12-31-2001 1. . l3 Other: 5 -� . Wind Zone 7rm.p.h. Max. Ht.2,5 f ft. Ce = .7; Cgt:; //,.?q s_ =. I= Wind Pressure (example B, method 2)=_13,6- s.f. Earthquake Loading=Z;�I'..00.W= 6/6 Where I= ffW=Weight of building causing force in member Basic Soil Pressure .bO #/ft2 + /5,0 #/ft2/ft depth below l' beneath original ground or finish gra�— Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure s.f:/ft of depth. Equivalent fluid density= f/ft (Min. Density = 30 #/ft2) Skin friction= (but not more than .5 x D.L.) i 11 �Q6�Qp,OFESS/pN MICHAEL ALLEN D Z w N CAPREAL[Am �v•a� -ten---- _LI' 11 � I -ten---- _LI' 11 iY1.+.1 1. �w •...m •ire �• n. w+•ur.•ry.. ; t vn• ns+r.•n. .r• �r Iwi•r.•..•r wrM ~ 4, -?,2 , o 1"7, -7� PVT PT.4 l l o r I kil I I N-1 "190 I I -A T j I , _ ft , qlllc `C` I I o, a y 711-A 1 ds I I I I N. I Jt NNI Wid hww4qA- -'°-L-k allo;mS •I I ! i I I I � (•' I• I 1 i I I I H If V I I II 1 1 1 I1 IYe11 oroe I i Q p'WKI INIc, 4– 'Werl '��,'► - 'r'I..bi �.L L II I ry m z z a=o �� MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 r SHEET NO. OF AUG 2 1 2000 CALCULATED BY DATE CHECKED BY DATE_ MICHAEL CAPREALIAN JOB 6 CIVIL ENGINEER, RCE 22907 SHEET NO. OF AUG 2 1743 Mulberry St. • Chico, CA 95928 CALCULATED BY , Q C DATE 1 ZOOO dr (530) 521-6886 • 891-6886 CHECKED BY DATE _ scni F I MICHAEL CAPREALIAN JOB CIVIL ENGINEER, RCE 22907 SHEET NO. Z Cf d - , OF AUG 2 12000 1743 Mulberry St. - Chico, CA 95928 CALCULATED BA rF (530) 521-6886 - 891-6886 CHECKED BY DATE - SCALE ............ ........ ... ..... .. .... .......... .. ... ...... . . .... .... ... . .... ... .. .... ..... ............ ... .. ......... ............. .. ........... ..... ..... ... .. ....... .... ..... .. ....... ...................... . . . ......... . . .... ............ ......... ...... . .... ....... ... . . ... ... .. ........... .... .............. ...... ....... ..... ....... ........ ........ ... ... .... .... ................. ..... ......... .... ............. ............. . ..... ....................... ............. .............. ............. .. ... .... ...... .... w 2 %6............ . ........... - ... ... . ....... .. ... . .... ........... ... ....... .... .. ......... ........ ..QSSjO. . ..... ............ ............. ............. .............. ............. ........... ............. .............. ............. .... .. . . .. ....... . . .. ...... .............. ... .......... . .... ........ ................ .................. ... . .. ...... M10HA A L N 0 ...................... ............. .............. . ......... ............... ............. .. ....... . .......... ... ...... .... ........ .. ............. . .......... .. .............. ..... ........ . ........... ........ .. . . .... ......... ......... ... ........................ ...... . ... .. ....... ..... ..... ... ... .. ............ .......... .. .......... ..... LIJ 6APREAL m 2 *7 . . ......... ... .. . ........... ......... .... ........ . . . ... . . ............. . ............ ............. .... ............................ . ..... ............ . ......... .. . ....... . ... ............ ..... ... . . .......... .. ........... .... ......... ..... ....... ......... ............. ............. .... ...... . ...... ........ ... ...... Cj-v-x% . ...... . ........ .............. .............. ............. .............. :.............a........... ... . ............ ............. ...... ...................... ............ .............. . ............. . ...... ...... ....... . .... ......... . ........ ..... ........ . .......... ... ........... ........... ......... .. .............. . 122 9:: . . .. . .... .... .......... .. ........... ........... ... ............. ..... ...... ............. ..... ... ... .............. . ............... ... ..... ....... .... ... ......... .. ... ... ...... . ............ ........... . ............. .............. . ..... ......... .. .............. ... . . .. . ...... ............ I ...... .... Y� .. ....... PDATE.. 12-3120011 .. . ........... ...... .......... ..... ...... ..... - — — - --------- .... ........ ............. . ........ I ............. ............. ..... . ............ ........... ......................... ..... ... .. .... a .... ........... ........ ... ............. ........... ........ ...... ........................o...........................:...i ........ ...... ............. . ............. ............. ......... . . .............. ...... .. .... ........... .................... ............... ............... ................... .. .............................................. ....................... ........ ......... ...... ... .... ............................ ........ .............. ............................ . ............ ............. ............................. ............ . ............. ... ......... 4 ..... .... .. ............ ............. ............ ............ ............. .......... .. ............ ............. .................. ........................ V ............. .......................................... .............. .. . ....... ............. ............. .............. .............. .% .............. % ............... ............ ............. . .... ............ ........................................... ............. ............. ............. ............ ............. ............. ............. ... ....... .... .... ........... ........ ........... . ...... ....... . .......... .............. .............. ............ .............. .............. ............................. ............. .... ............. ..... ......... ..................... ............ . ............. . . ........ .............. .............. a ............................ ................. ......... .............. ............ ........... ....... .............. .............. .............. ..... ............ ......... ............. .. ......... ............ ........... ........ . ........... . ............................. ........... ..... ......... ......... .... .......... ............. .............. : ............. .............. .......... .. . ....... .............. .................... .......... ............. .......... ............ .............. .............. .......... ..... ..... .. ............. ............ .... ........ . .......... .............. .............. .... ....... ............ ............. ............. . . ............. ............ ............ .............. .............. .............. ..... . ... . ..... ...... ...... ............ .............. ............. .................................... ..... . ..... . .............. .. ........... .............. ............ . ......... ........................................ .............. .............. .............. ............. ....... .... .......... ................................................. ............. ..... .............. ............. ............ ............. ............................ I ............. .............. .............. .... .. ................. ............. .. . ..... .. ............ ............................ ............ ............. ........... .......... ............................ .......... ... ........... ............. .............. .............. .............................. ............. .. .......... ............. ......... ... .............. .............. .......... ............ ............. ........... ..... ....... . ............ .............. .............. i ............. ............. ............. .. . ...... ................ ............. .............. .. ..... .. ............. ............................................ ............. ... ........ .............. ... ......... ............ .............. a ............. ............. .......................................... ................................ .......... .............. ................. ............. .......................................................... .... ..... .. .. .... .... ... ...... ... .............. ........ ... . .............. . ........... ............ ... ......... .............. .............. ..................... ........... .... . ... . ..... . . ....... .. . ..... . . .. ......... ........ I .......... ............. ............. ............. ............ .............. ..... ........ ... .. ..... .... .......... .. ............. .................. .. .. ...... ............ . ............ ...... ..... ............. ... ............. .. .......... ... ... ............. m ..... ..... . ..... ... ... .............. . v ... .. ............. . .... .... .............. ..... ... .. ............... .... .. . .. ............. ............. .... .............. ............. .............. ............. ............. .... ........ ........ . ...... ............ ......... ....... ......FJ ..... . .................. ..... .............. ... ......... .............. ........................... ............ ............. ... .... . .. ............................................. ........... % ...... ...... ..... ... .... ............. ........ ..... ............. ............. ..... ....... ............ . ...... ....... ..... ........ .............. ........ ..... .............. ........ ..... ........ .... . ......................... .... ........ ........ ...... .............. .............. .............. ............. ............. .............. .............. ............. I ...................... ........... ............. ....... ...... ........................... .. ....... ............. .............. .............. .............. ..... ....... .............. ............. .. ......... . ........... .............. ......... ............... ............. ....... ... .. ......... .... ...... .............. ....... ......................... ........... . ......... ... . .............. I .... ......... 4 ............ ... ......... ... .... .......................... .... . ............... ............. ......... .. z ............ ............... ..... ......... ............. ............. .............. m .............. ....... ...... ..... ...... .............. ....... ...... .............. .. .... ...................... ... ............. ...... .... .............. ............ ......... .. ............. .............. w . ............ ............. ..... .............. i .............. ............. ............. .............. .. . .......... ....... ....... . ..... ..... .... ........ .............. ................ ......... ............ ............. ........ .............. ..... ....... .............. . ............. .............. % .............. ............. .............. ............. ............. ...... .............. ............. ........ ..... .............. . .... .............. ......... .... ............. ............... .. ... ........ . ......... .. ................. ......................................................... .......... .. ............. ............. ............. .......................... ........ .... . ............. ............. ............. ...... .... .. ..... ............. ............. . ............. ........................... .............. ...... ..... ............ ............ ............... ... . ... ....... . ........... . ..... ............................... ....... .... ........ .......... . . ............. . ...... . ..... ................... .......... ........................... .......... . . .................... .... .. .......... . -.4 ........ .... ................. ... ........... . ................... . . .............. ... ......... ........ .... ...... ....... ............. ............. .... ............ . . ............. ...... .. .... ...... ... .. ........ .............. ............. 4 ............. ... ......... .......... ............................ ............. ............. ........ ..... ............... .............. ... ......... I .......... . ............. ........ .... .... ...... . ... .............. .............. .............. .... ..................... . .......... ... ....... ..... ........... . ............ ............. .... ......... ......... . ........ .......... ............ ... .. ........ . ... .......................................... 4 ... ......... ............ ..... . .... . . . . ............ .............. .... . ........ ... ......... 4 .......... . ..................................... . . . .... . ... ... ................... . ..... .... .... .......... ........ . .............. . .......... ........... ............................ .............. ..: ......... . ........... .............. .............. .... ........ ........ .................... ... ......... ..... . .. . .. ..... ............ ............. ............. .............. ................................ ............. ............. .... ................. . . . .......... ...... ................. ...... ............ 4 ............. 4 ....................... ......................... ............. ............. . . .. ...... .... ......... ....................... ............. . . . ................. .. m ...... ........ ............. . ....... m ............. ............. ............ ..... . .............................. . .. ..... ... ......................... .... 4 .... . .... . .......... .... ....... .... . . . ............. ............. ............. . ......... . ..... ............. ............ . ............. .. .... ... ......... . ....................... ............. . ............ I .... .................. ................ ...... . ... . ...... ............ . . . ....... ....... — — --------- MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 JOB SHEET NO. r Of CALCULATED BY '� / DATE MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 JOB SHEET NO. OF CALCULATED BY/�! • AUG 2 1 2000 DATE CHECKED BY DATE_ SCALE MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 SHEET NO. 6 OF CALCULATED BY a-'C� DATE AUG 2 3 2000 CHECKED BY DATE_ SCALE MICHAEL CAPREALIAN JOB CIVIL ENGINEER, RCE 22907 SHEET NO. I/ OF 1743 Mulberry St. • Chico, CA 95928 CALCULATED BY DATE -UG 2 3 2000 (5301521-6886 • 891-6886 CHECKED BY DATE MICHAEL CAPREALIA.N CIVIL ENGINEER, RCE 22907 1.743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 o f/ 2 lJt R a Ci, c t JOB 2 SHEET NO. OF hUG' 2 CALCULATED BY I-- DATE 2?gn CHECKED BY DATE_ SCALE L -f MICHAEL& N ui 22907 lox C[Vlk OF Iw EXP DATE: 12-31-2001 MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 JOB SHEET NO. / 5- OF CALCULATED BY DATE AUG 2 2 2000 CHECKED BY ...... ... . . ...... ...... .............. .............. . ........... L.... ...... . ...... MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 SHEET NO. I & OF 0 CALCULATED BY r ' DATE CHECKED BY DATE_ SCALE ��3 EARTHQUAKE LOADING AND rho CALCULATIONS -LOT 12 Q�OQRpFESSIp�`� Ground floor area of building 2784 sq. ft. Sq. Rt. =52.8 MICHAEL ALLEN Tot.Wt.# w CAPREALIAN 2nd. Floor roof area 1152 sq. ft. 11 #/sq. ft. 1267207 CCm 2nd. Floor ext, wall 170 lin. ft. 13 #/sq. ft. Ht. ft.= 8 8840 �� CIV\\- �Q 2nd. Floor int. walls 144 lin. ft. 6.5 Total= 8 3744 gTFOF Cpl\FpP� Second FI 25256 Second floor panel len. -N.S. Dir. EXP DATE: 12-31-2001 Ca= 0.36 R= 5.5 East wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho ri 50 4 4 4 0 0 12 1.1 0.42 East int. Wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho ri 0.1 4 6 8 0 0 18 -680.3 0.00 West int, wall %V P #1 P #2 P#3. P #4 P #5 Tot. L. ft. rho ri 0.1 4 6 8 0 0 18 -680.3 0.00 West Wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho ri 50 7 6 0 0 0 13 1.0 0.38 Second floor panel len. - E.W. Dir. North Wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho ri 50 4 4 4 0 0 12 1.1 0.42 North int. wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho ri 0.1 4 6 $ 0 0 18 -680.3 0.00 South int, wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho ri 0.1 4 6 8 0 0 18 -680.3 0.00 South Wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho ri 50 4 4 4 0 0 12 1.1 0.42 Des. rho=1.0 Story Shear= 2952 # X (, I Sheet 17 of E.Q. talc's cont 1st. Floor roof area 2947 sq. ft. 11 #/sq. ft. 1st. Floor ex. walls 272 lin. ft. 13 #/sq. ft. Ht. ft.= 10 1st. Floor int, walls 216 lin. ft. 6.5 #/sq. ft. Ht. ft.= 10 2nd. FI. area= 1788 sq. ft. #/sq. ft.= 7.8 First FI. total= First floor panel len. -N.S. Dir. Sheet/ a of Ca= 0.36 R= 5.5 Tot. Wt.# Q�oQp,OFESS/C,V�`� East wall =' MICHAEL ALLEN y 26520 w CAPREALIAN m 17784 �t 22907 13946.4 `PA %V P#1 P #2 P #3 P #4 P #5 Tot. L. ft. rho 10 4 4 4 0 0 12 -2.5 East int. Wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho 23 8 4 0 0 0 12 0.0 West int. wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho 20 4 4 4 0 0 12 -0.3 West Wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho 15 2.7 2.7 2.7 0 0 8.1 -0.0 Firstfloor panel len. - E.W. Dir. North Wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho 17 4 4 4 0 0 12 -0.7 North int. wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho 33 4 4 4 4 4 20 -0.3 South int. wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho 33 4 4 4 8 4 24 -0.8 South Wall %V P #1 P #2 P #3 P #4 P #5 Tot. L. ft. rho 17 4 4 4 4 0 16 -1.6 Total bldg. Wt. 115923 # Des. rho=1.0 Story Shea - 13549 # Sheet/ a of ri 0.08 n 0.19 ri 0.17 n 0.19 n 0.14 n 0.17 ri 0.14 ri 0.11 EXP DATE: 12-31.209 L- Tot. Wt.# Q�oQp,OFESS/C,V�`� 32417 =' MICHAEL ALLEN y 26520 w CAPREALIAN m 17784 �t 22907 13946.4 `PA 90667 gTc�0 CAL�FOP� ri 0.08 n 0.19 ri 0.17 n 0.19 n 0.14 n 0.17 ri 0.14 ri 0.11 EXP DATE: 12-31.209 L- MJ,E:12-31-nl9 517 '19 moan IImum 01A A-1 ��Qv co MICHAEL ALLEN z LU CAPREALIAN m 22907 I 'I is R l .. •< dam`,- .pw moan IImum 01A A-1 ��Qv co MICHAEL ALLEN z LU CAPREALIAN m 22907 I 'I moan IImum 01A A-1 ��Qv co MICHAEL ALLEN z LU CAPREALIAN m 22907 I cn� CNIL �Q OF CAl �FoP� EXP DATE:; 12-31-2001 5-147-26. MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (5301521-6886 - 891-6886 JOB SHEET NO. 2%2- OF CALCULATED BY - DATE AUG 2 2 2000 CHECKED BY DATE_ SCALE ............. .... ...... ............. ........... . . ............ fffllll ............ .. ...... . .. ... . . ....... .... ........ . ..... ........ ...... . ..... . ..... . .. .......... ............. ... ....... .... ... . ...... ...... ....... . .... . ........ . ............. . ........... ............. ........................... . ....... . . ... ........ .............. : m .. .. ......... .......... . .... ............... Q. ......... ................... . ...... ...... ......... .... ......... .... ... �-x .............. ............. . . . .............. ......... . .......... ........... .................................... ... ....... ........... . ............. ............. .............. ................... ............ .. ... .......... . ...... ............ . .............. ............ ........ .......... Y7 ........... .. .... .. .. . .... ... . . .. .... . ... . .......... . ... ... .. ....... ... ........ ..... ... ... . ... . ... . ... .. ............. .............. .. . ....... ............. .............. ............. ........ .. ...... ........ .... ......... ........... . ..... .................... .......... .... ...... ................ ..... .. ...... ............. ....................... .... ... ...... .. ............ ... ................. . . .... ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ... . .. . ..... . .............. .... ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ....... . ....... ............. ............. ............ ............. .............. ....... ...... .......... -w .. ......... ... ...... . .. . . . . . . . . . . . . . . . . . . . . ... .. ..... . ....... . . . . . . . . . . . . . . . . . ...... . . . . . . . ...... . . . . . . . . .... . . . . . . . . . ................ . . . . ...... ...... . . . . ..... . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . ... ..... ............ . ... ... .......... .......... . ......................................... ............ .................................... ...... ........ .............. ... ........ ....... ... ........ ... ......... ............ ...................... ............. ............. .............. ........................... ............. ... ................ .. . .. ........... . .... ..... .. ......... ......... ............. ......... .. .. .. ...... . ...... .... ........ ........... ... . ............ ........ ..... .............. ............. ......... ........... ........... . ..... . . ..... ........ .... ......... .............. i ............ . ............ ....... ..... ............. . . ....................... . sso............ ........... .... .. ........ ...... . ........ ... ........... ........... .. ........... ............. ............ ................. ... .......... 7 <C1 ........ .. .. ... .............. ............ ... ............ .............. .......................................... ............. ............. ............. ........ ... ......... ... . ... .. ..... ............ . ......... ... ............. ............. . ....... i .............. ............. 0:U . .. D�- EL AUEN -C EALIAN ............ ............................. .............. ............................ ............. ............. ...... .... . .......... ........... ..... . .............. .............. .............................. ...... ..... ........... . .... . ........... .............. .......................... . .................... �2907- ... * .... ...... .. ............. . . ........... .............. ............ ............. ... ............. ......... .... ............ ......... . ... ..... ... .. .......... . .......... ............. .. .. ....... ............. .............. ....... ............. ............. ...... ....... .............. ............ ..... I ..... . . ........... . .. .......... . ............. .............. ............. . .......... ..................... ............. . ... ..... ........ . ...... .. . . . . . 014 101i . . . . ........ .. . .. ............ .............. .............. z .............. ............. ............. ............. v Z. d.1 ............. ............................ .............. .............. ...... ...... : ............. ............. ....... .... .............. ...... ....... .... .. . ... .............. .............. ......... .... .......... .. .............. ............. ...... .... .... vy. ............. ..... ........ .............. i ........ ..... ........ . . ........... ...... ....... ..... ....... ...... ...... I ............. . ..... . .............. ........ . ............... . .. .............. .............. ..... . ........... .... ............... .. .......... .............. ............. ............. ........... ... .... .... ... ..... ....... ............. ..... ........... .... .12, 4- 20 01 -3 ....... ... .............. ......... . ........... ............... ............ ............. ............. ............. ............. ............. ........... .. ............. . ..... ...... ....... ..... ... ... . ... .......... ... .............. ... .......... .......... .............. ............................ ............. ............. . ............. ............................ .............. .............. .......... ...... .... ........ . .. ....... .............. .............. ............ .. ........... .. ............. ................. ?�o x ... . ....... . ...... .... .......... ............. . . ...................... ........... . .............. . . .... ...... ........... . . . .. ... . ........................... ............. ............. . . ..... ............. ............ ............ .............. ............. .............. ............. ............. .............. .............. ............. . ........... ....... .... . ............ .............. ............. .............. .................... ....... ............. .... .................... ....................................... .......... ... ............. ... ....... ..... ......... ... ............ .... ....... 3 07d .. ...._"._2..7..................._.. ................... . .............. ............................................................ ......... ........... ................ �y . ............ . ........... .......... . ............. .......... ........... ........... . . . .......... ....... . . ....... .. . ............. . ............ ............. ............. ............. ............. .............. .............. ..... ......... ... ......... .. . ........ .. ........ ...... ..... .... ... ......... --7 ..... ... ...... ....... ....... .... ......................... . . ............. .............. ............ . . . .......... I ............. ........... . . ........................... ............. .............. ............. ........... .. .............. ............. ............. ..... ........ ... ... ...... ......... .... ............. .............. .............. ......................... ........ ..... . ...................... ... ........ ... ........ ..... ............. .. ..... .... . ........ ....... ..... .............. [e. -Y. -71 . .. ... ... ... . ....... ............... . .......... ... ......................... .... . . ..... ............ . ...... ............. ......... . ... . . ......... .............. .......... . ........ . ............ ............ .............. .......... .............. ..... ........................ .... . .. ........ ........ .... .... ........ .... ... ... ............. ............ ............. ............. ............. ........... ............ ............. .......... .. ................... . ... . ..... ..... ............ .............. ............. I ............. I ............. . ....... ... ..... . .............. .... ...... .............. ............ . ............ . ............. . ............. ............. .............. ....... .... ............................. ............ ...... ........ ..... ....... ............ ............. ............................ ............. ............... . ........... ....... .. ........ ........ .......... .. . ..... .. .. ............. ............. ......... .... ............. . . ............. ....................... ........ ..... .. . .. ......... . ..... ............ ......... ............... ........... .......... ... . ...... ... .............. . ..... . . . ........... .................. ............ .............. ............. .............. .............. .......... .. ............... ............. ..... ...... ........... .............. ................ ............ ............. ............. .............. ........................................... .............. ............. ... ......... ........... . ............. ............... ............. ............ .......... .................... . ............. .............. ...... ....... .... .......... .............. .............. ........... .............................. ............... ............. -1 .. .. .. .... . ... ............. ........ ... . .... ........ ............. ............. ..... ........ ............. .............. .... ........ ............ .. .. ........... .......... ..... ..... ....... ....... : ..... .... ... ... .. ...... . .......... . .................... ......... .... .............. ..... ... .. ...... ..... ....... .............. ............. ...... ..... . .. ...... ............. .............. . .............. . ............. ........... .............. ..... . .... ........ .............. .......... ........... . . ............. ............. .............. ............. .................. .......... ............. .... ........ ............. ... ... .......... .............. .............. ..... ...... ..... ... .... .......... .. ... ............. .... ........ ............... ............. .............. ............. . ....... .. . . .... .. ............. .............. ............. ...... ...... .............. . ........... ........... . ............. ....... ..... . I ............. .......... . ............. . .... ...... .............. ... ... ...... ........... . ......... . ... ........ I .............. ..... ..... ....... I .............. . ............ .............. ........ . . ............. ............. .............. ............................ .......... . ............... ............. .............. .............. .. . . . . ........ ............ ............. ........ .... ....... ............ ...... ...... ..... ............ ....... .............. . ..... ...... ........ .. ............. .......... .................. ..................... . .... ............. .......... .. .............. .............. . ............ ......... . ............. ............. ........... ....... . .. 4 .............. ... ..... .............. ............ .............. .......... . ............. ..... . .... . ............. . ........... ........... ..... .............. .... . ...... .. ...... ... ........ . ........ ......................... A� ............. ... . ...... .............. ........... . ...... ............. .................. . .. ..... .............. ............. . . ....... ...... ...... ........... ...... . . ... .......... .................. . ................... . ... .......... .... ............ . . . ...................... . ................... . . ...... .. ........ . - ....... . ......... ............. ........... . . .... .............. .............. ........ . . ..... ..... ....... . .............. .............. ...... ....... ............ . ............. .......... . ............. ............. ............ ........... .......... ................ ............ . .. .... ... . ............. . MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907' 1743 Mulberry St. - Chico, CA 95928 (530)521-6886 - 891-6886 12 SHEET NO. 11 CALCULATED BY--'vo? OF' DATE AUU Z 3 2009 CHECKED BY DATE SCALE . ..... . 1. PY -f V7. 5-516 . ............. ... ............. .............i................ .. ...... v ......... . ...... ........ ......... . .. .......... .. --t- -f 4 kq— T AA............. .OQP .............. .............. .............. ............ .... ...... . ..... . 1. PY -f V7. 5-516 . FES§/ ... ..... ........... 7-1 T --w- MICHAELAILLEN CAPRE&JAW...... ........... F- .... . . .. . ...... 12290- f . ............. ...... ..... i ..... .... ..... ........ . . ...... I .......... ic -, 0 ...... ... .. ........ .... . ...... . ............. . . ......... . ..... 13 J..4— .. . .......... .............. ...... . .... ..... ...... W-+-4 . . .. . ....... ..... ............. . . .... .... ........ .............. ............ ......... . ... ....... .............. ............ ........... .. ............ ............. ............ . .............. ............... . ..... ............. A-4-1 -A . . ..... EEI .......... ................. . . ............ ..... .. .... . . ..... . ............... ..... ..... ......... 5 F. ............. . ............ 1 . . .. ........... . ..... a.vx-i 1 1 1 .......... ..... ................ awl ............. ... ............ . ......... ..'v . .. . ....... ... iak .. ........... . ....... ........... 7- ............. ........ ................ .............. .............. .............. ............. .............. . ............ . . ........... ............. rs ............. .. ..... ... . .............. ........... . . ......... . ..... a......... ............ fS . ................................. .. .... ...... ..... . ....... . . . . ......... .. . ........ ........... ... . . ............ ......... .. -4-1 ..... .... ......... .................. ... ............. -4-1 ........... -40:10nan-1--i-i ............ .... ..... .. .......................... ............. . . ..... ..... . ............ -ttt F! ..... .............. .... .. . ..... . . ..... .. ..... .. ........... . -1 1-441 .............. .... .......... [A -14 .......... ............... ... ... A-4--ts. ................. .............. . ........ . ..... : ......... ...... ............ . ................... L 1 -4-4 . . . ....... ... .... ............. ............................ ......... .............. ............ . . . . ........................... .......... . . . ......... ........ .... .................. ................... . ............. .................... . ......... . . . . . . . . . . . .......... . .. .. . . . .................... .............. . . . . . . . .......... ........... . .. .... ... ........... 4-4-4 ............ . ......................................... . ............. ............ ��.j ........... ". . ......... . rtt-t- .............. T ....... . ............... ............. ....... ...................... ! . ..... innJ. ......... .. .......... ............. ......... . I ............. . . ................ ............. ............ ......... .. ....... . ........... 1 .......... .. vld.............. ............. .. . ... .... ........... ............. ............ . ............. . . . ......... .. 4- . .............. .. .. ......... ........ . .. . .... ......... ... ....... ...... ...... . ............. ..................... . ........... . .. .. ... ............ ............. ........ ...................... . .............. ... ........ .. .... T f - L -/7 SHEAR WALL PROGRAM FOR: LOT 12 HOUSE S.W. # Ht. ft. Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 D.L. #!ft. 1� 10 6.5 13.5 0 0 0 202 l/ Total Wall length= 20.0 Feet V_# v4lft. T-pan.#1 T-pan.#2 T-pan.#3 T-pan.#4 T-pan#5 4516 225.80 1938.66 1467.07 0.00 0.00 0.00 For shear ply. use Y146' L � with g d's 6 "o.c. & I-L� in field. Good for: 26a #/ft. Q.'�_" 16 ` oc-, S d --r For hold-downs use Simp. )�Jl Awith 55 TBI LAR o z 5 0 w/ threaded rod and rod nut through floor if applicable (� . For shear transfer where seams are not centered on member: Use Simp. A35's or A35fs @ 23.9 inches on center, max. VR' OQ�OFESS/�"9l co MICHAEL ALLEN CI CAPREAUAN m * 22907 Anchor bolt spacing: 41.9 inches on center, max. Wood floors may have wider spacing. CN\V mgTFOF CI\o o EXP DATE: 12-31-2001 MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 JOB SHEET NO. OF_ CALCULATEDBY DATE CHECKED BY DATE SCALE . .... .. .... ... ....... ............ ..... ....... .. ......... ........... ... ............. . 2-- I ..... ... V .. ........ .. ..... ............ ..... .... .. .. ..... ..... ... - i ... ... ..... .. . .. .. ... . ........... . .. ..... . ...... . :.. : ......... . .... .. ............ . . ...... . .. .... .......... .... ......... .............. .............. ....................... ...... .. .... ..... . . . ....... ..... ... ....... ......... ....c`O 0��.. ................ . . .. ..... . ..... . ................... 7-- .... MICHAEL ALLEN ............. .... ........ .............. ............. ............. ............. ............. . ........... ............................ .. ............. .................. ............. ............. . ........... . ............. ........................... . .............. .. .. . ..... .............. ..... . ...... ............. ......... . ..... -772 .... . t . .... ...... .... . ...... ... ..... ... . .... .. .......... .... ...... ...... .................. ... ............... ........ ...... . ... .... . . CAPREALIAN' LU rn. cc . . ........ . . ....... ............ ............. .......... ............ ............. ... ......... ... .......... ..... .. .. . .......... .. .............. ............... : .............. ............. ............. .. .... ..... ..... ........ . . . .............VY ............... ..... ............. �m .......... .. ............. ...... ...... ... .. .. ... .......... ......... . ..... .. ... ....... ..... ...... .... ... ............. C . ...... . ..... . 0O Fb ... ........... ............ ; ............. .............. ........ . ............ ........ .... ....... ..................... . ............ jf .............. .............. .............. ..............ii • i f ............. ............. .............. . ............. ................................. .......... ..... ....... ....... ..... .............. ............. ......... .... ............. ... ............. ........ ... ........ . ............ ......... ............... .............. ......... .............. ............................. FOATE! .... ...... I ...................... EX 1. ......... . .. :12-31-2001 .............. ............ .............. ...... .. .. ........ ... ........... . ............. ............. ............. ........................... .... ......................... .............. ............. . ............ ............. .............. .......... ............. ............. ... ............. ....... ...... ... .. ......... ... . .. . ....... ..... . ......................................... ........ ... ............ .......... . ........... .. ........ ............... ............. . ............. ............. . ............................ . ..... .. ....... ..... ... ........... .... .............. . ........ . ............ .. .... ..... ............ . ... ........ . .... ....... ............. .. ............... .............. .............. ........... . .............. ............. ............. ...... .... I ............. ............ ............. ....... ...... ........ ..... ....... .......................... ... ........... .............. .............. ............. ........ ....... ... .. ..... ....... ............ . ............. ... ..... .. .......... ............. .......... ............ 1-- .............. . ................. . .. . . .. . .......... . . ... ............. ... ........ .......... .. .... ... . ......... . . . ......... L- SHEAR WALL PROGRAM FOR: . LOT 12 HOUSE S.W. # Ht. ft. Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 D.L. #/ft. 2up 8 7.5 7 0 0 0 170 Total Wall length= 14.5 Feet V-# V41ft. T-pan.#1 T-pan.#2 T-pan.#3 T-pan.#4 T-pan#5 1251 86.28 318.32 345.55 0.00 0.00 0.00 For shear ply. use 3/` Dx with ds @ "o.c. (Z" in field. Good for: Z g o #/ft. For hold-downs use Simp.LMgTith A.B. G.P Y -x (hyo /2 8 7= w/ threaded rod and rod nut through floor if applicable ti For shear transfer where seams are not centered on member: Use Simp. A35's or A35fs @ 62.6 inches on center, max. Anchor bolt spacing: 109.6 inches on center, max. Wood floors may have wider spacing. co MICHAEL ALLEN O W CAPREALIAN 'T' 22907 CN \\ CF CAUFO�� EXP DATE: 12-31-2001 SHEAR WALL PROGRAM FOR: LOT 12 HOUSE S.W. # Ht. ft. Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 D.L. #fft. 2dn 9 2.7 2.7 2.7 0 0 385 Total Wall length= 8.1 Feet V_# v -#/ft. T-pan.#1 T-pan.#2 T-pan.#3 T-pan.#4 T-pan#5 2788 344.20 3070.21 3070.21 3070.21 0.00 0.00 „ For shear ply. use 3$ with 8 d's @ "o.c. & iL" in field. Good for: �8 C) #/ft. 6, � 16 � 6 For hold-downs use Simp. with A.B. w/ threaded rod and rod nut through floor if applicable For shear transfer where seams are not centered on member: Use Simp. A35's or A35fs @ 15.7 inches on center, max. Anchor bolt spacing: 27.5 inches on center, max. A8, Wood floors may have wider spacing. o iyiarT �v�oH, N 3076 Gv/ SS 7`9 / �5 Q�OQAOFESSlp�glE` MICHAEL ALLEN Z U.) CAPREALIAN re's, c 22907 S`rte CIV 11. �� TFOF Cxo. "P EXP DATE: 12-31-2001 ,//7` z 7 - MICHAEL CAPREALIAN JOB CIVIL ENGINEER, RCE 22907 SHEET NO. OF 000 1743 Mulberry St. • Chico, CA 95928 CALCULATED BY DATE (530) 521-6886 • 891-6886 CHECKED BY DATE_ SCALE MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 SHEET NO. ^�_ OF ' CALCULATED BY DA' /l/ �'��2000 DATE CHECKED BY DATE_ SCALE MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 SHEET NO. 30 OF CALCULATED BY�4•<2 DATE JUN _ 5 2000 CHECKED BY DATE_ scni F Ll 11� MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 JOB / SHEET NO. ;SLI OF 9 CALCULATED BY 50" DATE JUN - 2 2000 CHECKED BY DATE_ SCALE W-4 L - l ✓ EXP DATE: 12-31-2001 L:EVA-70H FESSj %/y O co MICHAEL ALLEN w C PREAL[AN m s c %V gTFo" EXP DATE: 12-31-2001 T 3 3 L.. - z; col,] 'QAc,io2 ; MC SEAMLESS (D" Jo HM50M) P,0, Box -7i5 Foer--s7 RANcg1CA 95942- Ptto,4,E �s30) 844 - 5115- I C Eli S& 115ICENSE 4 (080039 u -f �DPawa,-r4i o� 14 I f I I �3 � IP�OPo.SEI� 20 6 X� j I 1 � ALHM(NuM PATIDCctlf I IOVEQ EutSTrA/( DICK sr� C,- 7q' 'q, _ - P __1orJ2.ft, P,cr:_ I T, 6 VAN NCSS a - L PLANNING DIVISION - BUILDING PLAN APPROVAL -M-ko Date: ? �l/-6(,— Parking: Landscaping: Other. Signature: t3Q C5�- 1bSo 2� ,f4..'` i DEPART qi ntn 0 10 20 30 40 50 . . GG..�� `_ ��rb" 8�4 GRAPHIC SCALE S(v,: DCA-FIvAI AN DM.— ` ORIGINAL SCALE: 1" = 30' I f , 104 �"IOME OWNF R � N F�� ? iU/✓ o � , l — o � y�d�-► . Assessor's Parcel Number: 00 ® 1- © © 0 - © 0 0 Size (Acres) Owner Name /Address / Phone No. R0GER BRow rs 9 4q ViiN NEss U JZU r) 89 -aot5 Site Location ___ 9 4qD VAO NgSs 12-t1Q-CL�r- , -D0 _, C -AQ ROM � Lo -F 12-) C0nIT2AGi02 ; MC SEAMLESS (per" JO HNSONI P,o, gOX -715 FO2(77571 RAnickfCA `15942 F'Ho�E (�3o) 844 - 5115- LICENSE 4 (0aOo37 0� 101 C�lai�► l-In►�c rI:uC,(- OL lI JA o P oS E I�A LNHINun� OVE2 EXIST3 i �f f I _ 7oi �pFp�P-_I I T, 0 VAN NCss APPROVED 1o5' a 0 10 20 30 40 50 / GRAPHIC SCALE [— I ocAT loAl AN DORIGINAL SCALE: 1" = 30' HDM� OwNE R I iv FoR M AT wAI o Assessor's Parcel Number: 00 ®00 - ©®0 - 0 0 0 Size (Acres) Owne? Name / Address / Phone No. R O Cs E R B ROW M 9 qqD VAN NESS D U Rt IP M: '911425 - Site Location 9 0 V A 0 N ss 1 kcL8 Do Iz 4A&6M ,CA QS93$ L -OT- 1 Z� M n z O c_> �.- rn Q .e_ ® z m v 0 10 20 30 40 50 / GRAPHIC SCALE [— I ocAT loAl AN DORIGINAL SCALE: 1" = 30' HDM� OwNE R I iv FoR M AT wAI o Assessor's Parcel Number: 00 ®00 - ©®0 - 0 0 0 Size (Acres) Owne? Name / Address / Phone No. R O Cs E R B ROW M 9 qqD VAN NESS D U Rt IP M: '911425 - Site Location 9 0 V A 0 N ss 1 kcL8 Do Iz 4A&6M ,CA QS93$ L -OT- 1 Z� RO 0 0 PDOI/ Vag, y 11 "CIO]faex's" 3080 Tlzorntrce, 4k25 Chico, Csi11r40x-x11M 95973 Office: <530> 899-8988 Cell: <530> 624-3639 Z.icensc �: 833994 3 W D a ag h tN W N1C Y o' C,(- ITT ,( - I � i MMM i�� APPROVED Butte County Eniro en I ealth ate Vnae ' 001, /5'U VPN N Cs s l� s l asTw a I N - BUILDI APPROVAL PLor � .�NNlNG DMS 0 BUTTE COUNTY :,:�= Dzte:3&&l.3 BUILDING DIVIBIOI4 =iV:g: APPROVED nn burm • - 10 - 20 JO 40 50 GRAPHIC SCALE ORIGINAL SCALE: 1"= 30' Assessor's Parcel Number: 0 ®off - ©©Q - ©Q Q Size (Acres) Owner Name / Address / Phone No. R D & E R B Roti M 9qRD VIM W Ess b u RWFtCYl' g9 �;-aoI5 Site Locationa 490 1�Ar� Ness �t �.Ct� 17� ria aSg3g Lo -r' Z) Zoning General Plan Contact: Name a 1 U, Bvrrn!✓2 Phone %2�4 —X407 SPA GEN ERAL SPECIFICATIONS SPA TYPE: MDL • DIMENSION: DEPTH: COLOR TOTALGALLONS SPA JETS TILE NEATER: PUMP. i MOTOR: AIR SLOWER: GAS LINE: PLUMBING FOR SPA: ELECTRICAL: - - -,.CLOCK:,. _ _.. EXCAVATION: DECKING MISCELLANEOUS: SOLAR GENERAL - SPECIFICATIONS SO FT. POOL _ S0.FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMB RUN AUTOMATIC- MANUAL THERMOMETERS BOOSTER PUMP SINGLE ❑ DOUBLE O ELECTRIC BY: JOB NO. MAP BOOK NO. LEGAL DESCRIPTION LOT NO. TRACT NO. BOOK --PAGE BLOCK_ ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE MGR. r SALESMAN OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED. By OWNER PER COUNTY OR CITY OItDINANCF_ GATES TO BE SE CLOSING AND SELF LATCHING DO NOT TURN ON POOL LIGHT WHEN POOL -IS EMPTY -' POOL OR SPA NAME 3 ADDRESS N E S 14 _mj%oo elrS=TS I�i)Otat4M/ l.kC tES PHONE Sl,q� UIS L i MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 [530) 521-6886 • 891-6886 Jos Anderson Lamb & Associates Planning and Design 426 Broadway Suite 206 Chico, Ca 95928 530/ 894-0697 6i Elis, . +A% N L -j a 14 D�' Sheet No. i POOL GENERAL -SECIFICATIONS SIZE'l .'XV-AREAO DEPTH3-To-? SHAPE REEFb LINER W f �F POOL CAPACITY GALS. PUMP 1�1d MOTOR H.R. H.P. FILTER - Tk�o - 3 0 SO. FT. VACUUM LINE i SKIMMER RETURN LINE 3 ' ( Z" MAIN DRAIN ' `Z• ?- SKIMMER MODEL BACKWASH LINE N 0 ' OF 1/2" FILL LINE (AOT -01 ANTI SIPHON VALVE ES HEATER - N SIZE STU GASLINE BY.' N VENTED BY: LIGHT rj COLO CLOCK �5 ELECTRIC BY: EGAO, DD ELECTRICAL BONDING BY: Pool -13, I rrs POOL CLEANER pO CHLORINATOR M Li0r-10 W BOARD — SIZE N JA, BOARD SUPPORTS N LADDER — MODEL w.t•r SLIDE # to v ata_ M..ku' GRADING (400- P(Q_T 5AYS STUB PLUMB -AYES O NO DECK BY:q5o Root, , pCIL A I 'oU) NOTES _ SCALE II = 1'0'0 bece Mor no SCA• m b 1 V ogG oc e -s Wi K D t y nn t.►4V�-6 E f 0 ui -OF en t�1MN �Y. UG e? LinC'.V� GATE bIi CK'HY. MTE NOT TO SCALE DEEP FEND SHALLOW END UNLESS OTHERWISE SPECIFIED: FOOL IS 3 SHALLOW TO I DEEP 1 HAVE RECEIVED A COPY OF THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION CUSTOMER'S SIGNATURE DATE SPA` GENERAL SPA S -- SRA TYRE: MDL 11 DIMENSION: DEPTH:_ COLOR _ 'TOTALGALLONS SRA JETS TILE HEATER: RUMP. i MOTOR: AIR SLOWER: GAS LINE: _ PLUMBING FOR SPA: ELECTRICAL: d CLOCK: EXCAVATION: DECKING MISCELLANEOUS: - SOLAR GENERAL. SPECIFICATIONS SO FT. POOL : SO. FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMS RUN AUTOMATIC MANUAL . THERMOMETERS BOOSTER PUMP SINGLE O DOUBLE O ELECTRIC BY: JOQ NO. MAP BOOK NO. LEGAL DESCRIPTION LOT NO. TRACT NO. BOOK—PAGE—BLOCK ESCROW CLOSE TENTATIVE DIG DATE rPERMITOFFICE SALESMAN Mete Oek&e-v4S- OWNER. TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT r EN POOL IS EMPTY POOL -OR SPA ME ADDRESS y N Aless CROSS STREETS RES. PHONE q nis BUS. PHONE 2, 21 mor- avrruco