Loading...
HomeMy WebLinkAboutmerge document~ `,tIY��lll��l� Illi IIII , 055-31-0-017 97-2655 BPEM WILLIAMS, Larry & Judy 4510 $iny /yAL_� '.. , Paradise (new single family) James Dippel 055-310-017 00- 5 WILLIAMS, Larry & J �' 4510 Sunset Oaks Paraifise-�c, Cntr: Ed Mey .•�� Private de ed garage 170 055-310-017 05-2648 WILLIAMS, LARRY 45105 SUNSET OAKS. PARADISE Cont: BLUE HAVEN POOL (MSTR 01-051 8.31.01. Nea►j G115 - 5 3- mi1 Butte County Department of Delelopment Services o N O T E S 7 county Center Drive, Oroville, CA 95965 (530) 538-7601 www.butteco.lnty netidds 1 APN: 1 RESIDENTIAL Permit No. Owner: 055-310-017_ 05-2648 WILLIAMS, LARRY _ ; Site Address; 451010 SUNSET OAKS, PARADISE ' Cont: BLUE HAVEN Contractor: i POOL (MSTR 01-0517) - Type of Perm. _ t OK, I CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER _ u ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE I a F F PCfVT-Z — , DATE JOB FINAL A SIGNATURE: +=OK 0 = Not OK MANUFA'C.TURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET DATE ID E C K S'C O V E R S -C A R P O R T S'GARAGES 1 Zoning -Setbacks -Easements 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 2 Ftgs; SoilsSz-DpthSpacing-Cnnctrs-Steel 3 Sewer; Loctn-Test; Fall/C/O-Concrete 3 Decks, Girders/Joists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails 5 Elec Loctn-Clr'ncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LIDO 4 Wood Awn; Posts-Beams-Rf rs-Cnnctrs-Shthg Frmg-Brcng Incli Sz I Ft Lngth 5 Alum Awn; Columns-Cnnctns-Splice-Decal-Encisrs 7 Blckng; Sz4acing-Marriage Line 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr & Sewer Connected -C/O to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged , 13 Tie Downs ❑ Foundation ❑ 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers c 0s , c0 i DATE POOL _tba s -Easements ' 21 S • ; Compaction -Structure Stability ool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI , Pool Lting; 15 volts-GFI kC-✓- CD)0+X U 6 Ejoc Encisrs; Conduit Entries -Terminals -Listed I lec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes -En cisrs-pnIboards-Insultn to Main Conduit 99 H Dept prvl Imb; est-Wtr ply st 1 L the nclsrFencing- �rms • 2, t7S Q� ♦ ` .3ICE-- 13`� irfd no.Diving board or Slide 0` � T �, �. Pool Drawing . t1t D t TEST E O►c- v = OK �'► 4•. 0 = Not OK ! r__ RESIDENTIAL (Single. & Duplex). - DATE JUNDERFLOOR UAtE IPLUMBING 1 ZoningSetbacks-Easements-Flood-Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Fig Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ' 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test �� y> 10 UF, Gas Pipe; Sz Anchrs-Sz Test 0` 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IM E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 GirdersSills-Anchr Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrftw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic OQO` `" DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frpic Throat Clrnc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frpic or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clrnc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 lnsultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes [_]No Stucco Brown -Finish 1�187 o'er m o'er m 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frpic-CIrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr Clrnc-Ins Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House " 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn - 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test-Meteis Tagged, Gas -Elk 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or ❑ AL 98 Address Posted AC Wire Sz ga El CU or F-1 AL 99 Fire Sprinkler 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector Q•a`0 0` Os`' 0� y`>c COUNTY OF BUTTE BUILDING DIVISION ;= DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 =' CORRECTION NOTICE ev r OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at ti ,' • the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or, need additional f explanation, please contact the Building Inspector as indicated below. k:. 1 %, 1 Date ��� S Inspector 1 A REV 4/05 Phone # •.t FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r . . . . . . . . . . . .. COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 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 4 the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ' ( /iv .f. {c ..G Date Inspector izc,51 11'�'Za REV 4/05 Phone # t�7 0.7 FOR REINSPECTION CALL: 538-7636 OR 891-2834 P¢ COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 �3. CORRECTION NOTICE Ujtu,, 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. —U — L 1. tft. �F PP. Date ��— 2 - OC Inspector fSLIZ A i-1 SI jilll��'�l -• REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive * Oroville, CA 9 (530) 538-7541 sr CORRECTION NOTICE W (cc ('11VI 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 call for re -inspection when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspectoras indicated below. Date I b — Inspector Sl Y-1, I) I tv REV 4/05 Phone# _'5 S" 7- -L FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 I -- BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.neAdds �4 k. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 10/13/2005 APN: 055-310-017-000 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 Site Address: 4510 SUNSET OAKS DR PAR effect. 00 License Cla 1 0 U : License Number: Map Index: C Date: Z i7 Contractor: Description: pool master#01-517 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 Owner: WILLIAMS LARRY T & JUDY C Business and Professions Code: Any city or county which requires a P O BOX 7790 permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of 95927 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permitsubjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: BLUE HAVEN POOLS intended or offered for sale (Sec. 7044, Business and Professions DIVING LADY INC. Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 275 FAIRCHILD ST, STE 100 A such work himself or herself or through his or her own employees, CHICO, CA 95973 provided that such improvements are not intended or offered for 530-899-8445 sale. If however, the building or improvements are sold within one 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 sale.). ❑. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business Contractor: BLUE HAVEN POOLS and Professions Code. The Contractors' State License Law does DIVING LADY INC. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed 275 FAIRCHILD ST, STE 100 A pursuant to the Contractors' State License Law.). CHICO, CA 95973 ❑ 1 am a pt under Article 3 of he Business Pr fessions Code 530-899-8445' (< � Date: owner: License #: 718849 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for Architect: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Engineer: is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier- nd p'cy number y Total Square Ft: 0 S. F. Carrier: J (�I Valuation: $0.00 Policy �� 3 1 JZZ'� Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provi ' ns of Section 3700 of the Labor Code, I shall dk % A forthwith comply w' s pro •ions. vn'( lu`� Date: Applicant: A Z� + O� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte Cnunty Coda anrllor I hereby affirm that there is a construction lending agency for the Resolutions to do work Indic ted above for which fees have been paid. performance of the work for vhich this. permit is issued (See 3097 Civ.) Name: By: �l� �� t9 Date: - e Address:N PERMIT EXPIRES ON: IC) ` - L — I 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. Cl 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 ort a duly aut orized agent ovbe owner. I agree to comply with all county and state laws relating to building construction. 1 acknowledge itis unlawful to alter the substanc f y official f m or docum o u e County. I her by authorize represent ry s of Butte County to ter ulon the above ntioned property for inspection pu s Print Name: 1 Signature: j Date: �1 Q ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netWds MEMO' LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 10/13/2005 APN: 055-310-017-000 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 Site Address: 4510 SUNSET OAKS DR PAR effect. a License Ck C S License Number.71 6 U Map Index: Date: Z U Contractor: Description: pool master#01-517 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 Owner: WILLIAMS LARRY T & JUDY C Business and Professions Code: Any city or county which requires a P O BOX 7790 permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of 95927 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit. subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: BLUE HAVEN POOLS intended or offered for sale (Sec. 7044, Business and Professions DIVING LADY INC. Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 275 FAIRCHILD ST, STE 100 A such work himself or herself or through his or her own employees, CHICO, CA 95973 provided that such improvements are not intended or offered for 530-899-8445 sale. If however, the building or improvements are sold within one 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 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business Contractor: BLUE HAVEN POOLS and Professions Code. The Contractors' State License Law does DIVING LADY INC. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed 275 FAIRCHILD ST, STE 100 A pursuant to the Contractors' State License Law.). CHICO, CA 95973 ❑ I am Yke9pt under Article 3 of• he Business Pr fessions Code 530-899-8445 ( Date: owner: License #: 718849 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for Architect: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Engineer: is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurancecarrier d p •cy number a \ \VN,1 Total Square Ft: 0 S. F. Carrier: CLI Valuation: $0.00 'A Policy #: l �Z vl Census Code: O I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. andagree that if should become subject to the workers' compensation provi ns of Section 3700 of the Labor Code, I shall ions. forthwith comply w06 srC6_5 01) Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor -code, interest, and attorney's fees. - 1% - CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code enrilor I hereby affirm that there is a construction lending agency for the Resolutions to do work ind'ted above for which fees have been paid. performance of the work for vhich this permit is issued (Sec 3097 Civ.) m - By: Name: t7t - ' = /Date: PERMIT EXPIRES ON: V 10 - - O to 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 ort a duly aut orized agent owbe owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc f y official f or docum o u e County. 1 her by authorize represent . s of Butte County to ter u on the above Mioned property for inspection pu s Print 1 Name: Signature: O Date: ❑ Owner O Contractor ❑ Agent for Owner Agent for Contractor M 0 /— S_ / 7 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 4 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Name W( IC First Name Address I O' S Jn C T� City State Zip Phone��--�1�� Fax E-mail E-mail CONTRACTOR ARCHITECT/ENGINEER Name 1-4-1 Address UL7V City G�� Staten State Zi Phone g(�' 6 `L Fax Fax E-mail Lic. #- o a q Cly sS For office use only: ARCHITECT/ENGINEER Name 1-4-1 Address UL7V City LW State Zip Phone �(a() C- Ill J Fax E-mail Planner State License Number For office use only: APPLICANT AME Name 1-4-1 Address UL7V City LW State7 V^' Zip Phone �(a() C- Ill J Fax Z 6 E-mail Planner For office use only: Zoning Q,. Flood Zone '�, SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIKEMEN 15 PERMIT NO. BPO,5 BIN # LOCATION API 05 l D Property Address . O�A City Cross Street Amount: Bldg SRA WORKER'S COMPENSATION Policy Number b'3 z 0 Carrier _ S A.. If hiring anyone other than license contractibrs, a certificate of worker's compensation must be shown at the time of permit issuance. Date: 2� �� LENDING AGENCY Name Address Vv escriptio or Sic pe of Work: 0 - l Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. 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. KAFORMSM31i ING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 6-16-04 V674-2- Received by:, Amount: Bldg SRA Receipt #: M 1_ f �jl� Sheriff 4 �� SMIP Date: 2� �� Other q Y6 / Total KAFORMSM31i ING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 'l. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ .2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (53 0) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIOIU 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 911(_ IX_W S ASSESSOR PARCEL NUMBER -0/7 Proposed Building Use: POOL - M!L / S/ Permit Technician: �'C�S 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. , f ❑ 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 ❑ 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. Letter of intent fog non-residential` buildi6gs- ❑ 12. Hazardous Material Form �g 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ' 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ` 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required .............................. . ....................................... /N 20. Fees as shown on the attached Schedule of Fees Due Sheet....�j�g .1Xa..l.1V..... yL ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ; e Oi-24. Planning approval for (A) Use: )Parking: (C) Parcel Check:... DYD�TOS _ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 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 ................................. I ❑ 33.. Existing violations and/or expired permits......................................................... ❑ 34. 'Deed Restriction.............N..........................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO .............. :.......... ❑ 36. Other: ❑ 37. Other: When issued Telephone 29 � l �_61 a�1 wqq-2�k, and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. fAdditfional -il - Date: % "� q-( rmit application for the above items numbered: Plan Check Letter items required signer, owner, was advised of the above data by phone, ❑mail, ❑counter, by Date: 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: 1A Plans approved by: Date: Structural reviewed b . Dat Structural approved b Date' Note transfer by: Date: Yellow: Building Division c� E.H. USE ONLY _ FiO2 Plan Anechad • or Manan Atnaslead Sent to ®.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance zi j C_ e -"f -ID dVA_4_-5 6- 7- 0 —6 / -7 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public -� Private Well Clearance for dwelling. Other �0_0-e Hold final for: Final clearance O.K. for: NOTE: 1 ironmental Health 8/96 cialist 1 do's— Date o's—Date . 11 - il • � til �-,� `III �� ��, 0 AUeUc v4F' Department C c, It n t Michael Crump, Director of Public o f 6 U t -t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pi Hutlon Prevention .Plan (SWPPP) Acknowledgement jLESS THAl�d ACRE Project Description: U'^ Project Location and/or Parcel Number: By sigaina below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L 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: Date: Butte CountyDepartrnent o 'Developlz1e17t Selvlces °`'TT�o° 7 County Center Drive ° ° fL`S Oroville, CA 95965 r'' ° (530) 538-7601 Telephone (530) 538.7785 Facsimile c�UN�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, . County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic andlor well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitatMpecies). Please print, Applicant Name: Building site address: I ✓ �v� ���C� Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and myiDE e beloow: 01; (J SIGNATURE OF APPLICANT Copy toApplicant/EH/File KFonns(B)dePermitwithourClearances 020705 i NOTES P RESIDENTIAL 055 310-017. 00-0595 PERMIT NO. , WELLIAMS, _Larry_&,Judy 4510 Sunset Oaks Dr, Paradise Cntr: Ed Meyers Private detached garage SPECIAL CONDITIONS XSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J = OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HMIAE UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Discorinect MISCELLANEOUS Date DECKS, COVE ARPORTS GARAGES (Plans) OK except #'s ke-Zop�,,rRequirements-Setbacks-Easements 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. Car s; Windows -Doors uds-Rftrs-Trusses Stucco -Mesh 8. Utility Clearance Date DatV Card B-1 Date Card B-1 Card 6 -f -Date Card B-1 Date Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Setbacks -Easements Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line - 3. Gas; MH Test -Demand -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 Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE ARPORTS GARAGES (Plans) OK except #'s ke-Zop�,,rRequirements-Setbacks-Easements 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. Car s; Windows -Doors uds-Rftrs-Trusses Stucco -Mesh ,,W.. Braced Wall Panels Date DatV Card B-1 Date Card B-1 Card 6 -f -Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main 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 = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (%c Date 46. Ugd`erfloor (Plans) OK except #'s 1. Hing -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. 2temwalls, Garage; Steel-Blockouts-Wrapped 6 Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date S t7 Je Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Hir.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card 3-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued!) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive Q Yes 0 No/Walks 0 Yes ❑ No/Planters G Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: fir ....... 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 h ny questions pertaining to this matter, or need additional explanation, please contact ' office immediately. t1-'- F?i 1 I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) fi APPLICATION AND PERMIT Ass EM56 A!�T!Li�16Eq•17 r� ZONING BUILDING PERMIT OWNVVL.-AJRRJJY AllN11DlU./lJUDY WILLIAMS ' TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4510 SUNSE1 OAKS DRIVE, PARADISE 1500 11 27,000 CONTRACTOR'S NAME - RT) MFY'F.R q TELEPHONE 1879-5343 CONTRACTORS MAILING ADDRESS 201, CA 95967 -PARADISE CONSTRUCTION LENDER [FF.ireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $265.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $17995 BUILDINGADDRESS SUNSET OAKS DRIVE, PAR -AD -1 -SE $ Energy Plan Checking Fee4-51-0 $ PERMIT FEE $ 4 725 LAT NO. SUBDIVISION'S NAME ��,� PEEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK NevXX3 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PRIVATE DETACHED GARAGE/SHOP Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 eo.A OR LESS 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 fVII force and effect. License Class Lic. No. (%) 12 ` OWNER -BUILDER DEGCCA AA N I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO Service TO 46.00 NEW CONST. DWELLMain OCCUCUP. OR ADONS. ( a ACC. SLDS. O 3.50SFT; T. NOµHEOSID. MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ovrLEroRFaruREs 20°''00 BAL @ .50 Ex. Occup. DFIxLI EDTSA A LNs ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 72.50 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 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.) EtP 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 fo it comply Lth a provisions. 3_ ��� �/� Date 01 Nn_Aufi� of Applica - ❑ Owner .P 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 $ occco T. Tv TOTAL FE 529.75 HAZ. ,� D. FEES «r IMP FLOO CDF PAR PD HD 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. 'C By &r2L��D to Vv PERMIT EXPIRES ON 1 i✓� Dale Receipt No. 286270 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT +4+5,.r•+NnYRi.,f'i►'i�,•"�'Nei`.�°�'�'+�1'et'uaodo�:ai:.,�ii�:+�.�.JIr;.�+tq�t> iti'„«-.Ki7r�4✓lrot"�"ri���'.'?�J�l'Z.� P -COUNTOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY) CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 4M." PERMIT,APPLICATION DATA SHEET 0�' OWNER: �(�:' i l o S ASSESSOR PARCEL ER: o S 3 Proposed Building Use Building Inspector: Date: a At time of permit aWli ation, I w advise the following data must be submitted prior to perm' processing and/or issuance: y� Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the,preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------ =----------- ❑6. Energy Design Compliance and supporting documentation. -------------- Statement of Intent for Non -Heated and A/C Buildings. -------------------- ----------------- ❑ 8. Hazardous Material Form. ----------------------------- ------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. 111 O° Fees of $ ------------------------------------------------------------------------------------- ❑ pact fees as shown on the attached schedule. ---------- --------- ------ --- ----------------------------- �" California Department of Fore lana rov fees. - � A( eP �Y P PP 4 - ----------------------- ❑ 1 . Flood elevation certificate. ----------- -------- -------------------------------------------------------- 4. Sanitation and plot plan approval il,(%t7 Health Department. =r------=---------------------------------- U M Ell 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 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization.-------------------------------------------- 025. ------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. -------------------------------- 0 27. Manufactured Home utility clearance. ------------------------- 028. Existing violations and/or expired permits. - ❑ 0433 A�O)eed,,p M.H. Title, ❑/ 0. Other:Q r°' !©i W11t®r (Date) O N Wh you issuethepermit, rocess as follows 0 -Mail to owner, ❑Mail c ntractor. ;Telephones�3 43 and h d for pickup at Ci7v ice. ❑Deli er with inspector. - 01� F� wf l� ✓%� j� li�r� S Applicant: Date: Haz- Copy of Mat form sent ❑3Iealth Department, ❑ Fire Department, ❑ Air Pollution By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 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 o phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above r data by o phone, ❑ mail, ❑ Buildin Division counter, by Dat : Plans reviewed by: �S Date: �- Plans approved by: Date:^ Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 47,— Z11 Yellow Copy - Department of Development Services, Building Division A FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance r E.H. USE ONLY M Plot Plan Attached 7 Floor Plan Attached Y" Sent to B.O.4 _ 4 -5V1 TA ln// l(�` ,►, s 4S/0 Sud P '�s D5 S 3-01-7 F® Owner Location AP# Plan Approved for: Sewage Disposal %r Water Supply: Public X Private Well Clearance for Wig. Other 30')r ZTO' .sGwn ^0 atece�t /'--, 4er 42(a1ls. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 4-4 -QV Date COUNTY 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 ASSESSOR PARCEL. NUMBER zcNING BUILDING PERMIT OWNER (' (1 TELEPNONE SO, FT, OCC. BUILDING VALUATION OWNERS MARINO AD Q CO RACTOR'9 lIAAE E TElEP1fO�N MMINLENDER LENDERS "UNO ADORESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee S ARCKTECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee b suwINo AooREss qo�6 lb r ` Energy Plan Checking Fee $ b PERMIT FEE S LOT No. SUBONISpNt NATE PARCEL YAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other e Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 'Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: - Other ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (920.00 PERMIT FEE S ' ELECTRICAL PERMIT Fling Fee 20.00 11 R LESS Main Service . OR LESS 23.00 • ` Main Service 200A TO 1000A 46.00 NEW CONST. OWElLWG OCCUP. 3.SQ so • OR ADONS. 8 ACC. OC NEW NS 1. YUITFOURET NON-RESID. (97.50 POWER APPARATUS 6SWGLEO 010. Ex. Occup. OLm.Er OR fDRURES p ®''O0 BAL .SO Ex. Occu � s ' 5.00 —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 PERMIT FEt S Mobile Home Installation Fee 1 S. Energy Inspection Fee S occ CONST. TYPE TOTAL FEES 11AZ D, FEES IMP iL000 COF PARCEL PO ND ISSUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ra S T R U C T U R A L C A L C U L A T I O N S F 0 R R E S I D E N T I A L S H O P B U I L D I N G LARRY WILLIAMS 4 5 1 0 S U N S E T O A K S D R I V E PARADISE, CA 959.69 E D M E Y E R S C O N S T R U C T I O N P. 0 B 0 X 1 2 0 1 P A R A D I S E, C A 9 5 9 6 7 F L T ENGINEERING ��©S 5790 CLARK ROAD WJM -WUN PARADISE, CA 9 5 9`6 9 ( 5 3 0) 8 7 2- 0 2 5 4 tOA .F. CIVIL,- STRUCTO RAL �Gr pp (530) 872-0254 , FAX (530) 872-9331 BY: DATE: SHEET No. / %OF`� Ir 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. /,,/ y�J� SUBJECT: EJ- Of -, s PROJECT: r—T D,4= '5y 7w p C E 32434 FES 2eg3 Ex 2ret 00 �� L. � �Q W GL = 2t� •� s�91 clS OF C 1*A_ 1rm �lfiPfr' - /.t> -- � _ ;X JdrlIZ. = 7�—1 FLU E MOO M ECS RO me CIVIL. • STRUCTURAL BY: �G! DATE: SHEET No. v OF 4 (530) 872-025FAX (530) 872-9331 OD 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. CIVIL, • STRUCTURAL (530) 872-0254, FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 G,r7-L /4�.,�ysrs BY: �L/ DATE: �O SHEET No. 3 OF r CHECKED BY: DATE: JOB No 411x, '!1-1e_ —= �sc � — se S'� OOr_7 t 3Z - �f; G 'G DoT l d�� lOf2 j zv- or,, /7x ZeCl V-7 4 `x.671-1% 33x, �rvD Gd s T y 2Irl_- 1�1 7_162 — -e _ 3d� /G0D/ 33. 3 =_7�/G /7/ or "es'/ • � �� �l1V�JUl1V ���oUV�.I CIVIU • STRUCTURAL (530) 872-0254, FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 BY: )P��/ DATE: D� SHEET No. / OF V CHECKED BY: DATE: JOB No. 4W? D/C> x Z x /7 3-317el, 7t? 14fS1 2 33 33 `.33 C Z 12 �— 7F = 7, Fx i"i i(%OJ`�tf Ca &077T 6'2rj" Q y l7 2,1, F LCT EHOHELSROM CIVIL' • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE. CALIFORNIA 95969 BY: '�T DATE: oD SHEET No. • OF CHECKED BY: DATE: JOB No. ODV / 7 T.�v-ss 72P Co vr-, z� ¢ Tom -r �v /3 - - �f 33J- 6,7 4g, -/45zx� , Ssf,�G— fr ��� Gel s — G E 2v -3/,p ¢%r 49x-7 7j r Q CL va co,LJ4. 7-0 2x Z -s774- ,t3o777, Dli' Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX April 6, 2000 r Larry Williams 4510 sunset Oaks Drive Paradise, CA 95967 Building Permit Number: 00-0595 Assessor's Parcel Number: 055-310-017 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. This building does not comply with the bracing requirements of the UBC. A minimum of 2 feet 8 inches is required for alternate braced wall panels, and interior bracing is required across the entire building. Provide a lateral analysis of the building, have the architect or engineer put his requirements on 2 sets of plans, and have him stamp and sign the plans. Indicate the combination symbol of the glu- lam headers you are using. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. Sincerely, Linda Sexton : Building Inspector III. 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN: ONE: BUILDING PMT. # OWNER: _ ('0L r\1 (A Jt'PHONE: MAIL ADDRESS: 1 5�i7S �ai�S 1��". 1� a�a�i.;S� SITE ADDRESS: 6` ,' 0 -Sun e� (De k s bC C cI PROPOSED USE: ' O J4c)r PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: K No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: x_ 3. Will items produced in this building be offered for sale? A Yes: No: �Q ' 4. Willthepublic have access to this building? Yes: No: 5. Will any advertising; on or off site, be associated with the use of this building? Yes: No: j4 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: ` 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? f Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: �G 13. Will the proposed structure encroach within any recorded easement? Yes: No: 7C CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: Y" 16. Will this building have a water closetttoilet? Yes: No: )c 17. Will this building have a sink? Yes: No: )e4l 18. Will this building have a water heater? Yes: No: 19. y� What type of floor covering will the building have? 1 � e 20. What type of wall covering will the building have? �� ADDITIONAL INFORMATION: ft I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. V � J S YP o OWNER'S SIG TUR DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: DATE: t A , RESIDENTIAL- + 055-31-0-017 97-2655 BPEM WILLIAMS, Larry & Judy z o� p a�rasdise lr%'0�� s single family) �y el O PERMIT Nt,. PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL �' ,LOCATION Opp }4 I I y, ' OFFICE COPY r Address GAS Meter By Date_ MLECI -Meter`RI By i 1 � Temp. Power Called Pt Address OFFICE COPY Temp. Elec. SiGAS Meter B 1 : Y Date I ELECTRIC ` Called PG Meter By Date Temp. Gas Service - — - - - - - - --- _ Called PG&E JOB FINALED (Date) Signature ✓ = OIC O = Not OK - = Not Apl * = Not Ret Date ,except RESPENTIAL (Single & Duplex) - *—Ftg., tn; Soils-Elec. Gmd. / i Ftg. Depth arage; Soils-Steel-Elec. Gmd/ /"Fig. Depth XA .Ftlq: Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. S rnwalls, Main;'Steel-Blockouts-Wrapped IIs, Garage; Steel-Blockouts-Wrapped filold Downs and Special Anchors . 8. Pi ireplace Ftg.Steel *� a. .V.; Fall -Fitting -Test 2 Way CAOSewer Test W. F Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pice: Test-Anchors-Reaulator-Service Test & Ducts; EkIT, M4-pidersSills-Anchor BoltsJoists Vents-Crippies Access & Ventilation - 16. Date Card B-1' Dail `CardB-1" Date Card B-1 Date Card B-1 Date MBING (Permit) OK except *s 17. � tr.; Vent -Access -Combustion Air Baffle 1 Pipe; Test & Anchor -Nail Protection D ..; Test Fittings & Anchor -Nail Protection h - Date S r Pan; Test, First Floor -Tub Access Tes & Shower, Second Floor -Tub Access as Pipe; Sae & Anchors Card B-1 Date Card B-1 . Date Card B-1 Date Card B-1 Date JLECTRICAL (Permit) OK except ft 2t.7 e & Transformer Clearance -Ins. Protection Receptacles Spacinq-Lights & Switches at Doors - T 5C a Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fastners-Bond Gas & Water 8 ` pliance Circuts in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral p Yes 0 No . Service -Riser Conductors & Ground -Main Disconect 3 quip. Clearances Panels -Motors -Meth. Epuip. n„: Clothes Closet LiahtShower LiahtSoa Liaht Date / V Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft _A.C. Ducts Insulation & Support ent Fan, Exhaust above insulation densate Drain & Overflow, Size & Grade mance-Vent Access -Comb. Air -Return Air Vent 115 outlet c Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 46'Sjj'proper Materials & Anchors 22.!!Studs-Nailing Spacing & Braces -Plates -Sound ng Walls over Girders & Floor Nailing Stop in Walls (rat proof) ps, Furred Ceilings -Stairs -Chasers -Tubs . Headers & Beams -Size & Bearina Date __-)33AMING (Continued) 46` Hers -Post Caps -Anchors -Connectors dl. Clin *Rttr. Ties-Purlin-roll Brac: TrussShting.-Rfng. W_ Fired Ties or Type A Flue-FireplaceThroat clearance 49!/Ctti ss; Size & Romex Protection -Draft Stop -Ins: Baffles Windows or Exiting Doors -Sill HgL & Dimensions Af 9prage Fire Protection Framing 5Z.-P3p6 Line Firewall & Openings rs-One 3 -Check Garage 3rd Story, 2 Exits 54C 1 ,,Airs; Width -Headroom -Rise -Run -Landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers ailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glaan Glass ProtectionSkylights-Plastic ar Walls; Nailing -Bolts 160. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft t Steps -Door & Sidelight Protection -Landings gKe Detector . umace: Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection L_AL_Bioom Exiting G.FF,1. & Bath Fixtures & Tub Access -Spa 68'—Elec. Trim & Subpanel, Breaker Sizes & Labels tai -& Rails irepl - 'orStove, Clearance -Hearth 7 ec. Outlets at Wood Panel, Int. & Ext. it F' t: & Appliance; Ground. -Air Gap -Cooking Clearance ec. utlets & Rece ticales at Kit. Counter 74 araae Fire Door: Swina-Landino-Closure 7A-Wtr. Htr:; Vents -Clearance -Comb. Air Connector-P.R.V. In G a e; Above Floor -Meth. Protection b., Elec. & Mach. Equip. Listed for Location ec. Recetacles in Garage G.F.I. -Romex Protection nsula on -Foam -Looked in Attic uard Ws & Deck Construction -Post Caps 8 . . VBents & Crawl Hale Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes Ilowing Instld./Drive 0 Yes 0 No '✓alks 0 Yes 0 No/Planters 0 Yes Q No f . Stucco Brown -Finish 6 —J 84."A.C. Unit Disconnect, Electrical -Plumbing ent Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings &,-cater Well, Disconnect, Electrical, Plumbing 87 ttr Elec. Trim, G.F.I. Receptacle -Underground entilation Throught House rrections m Previous Inspections G e eters Tagged, Gas -Electric %16r & Sewer Connected -C/O to Grade -HD Approval tWtnergy Compliance Certificate -Other Certificates Date Card B- Date Card B-1 Date' r / / Card B -f ! Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK O = Not OK Not Applicable ` MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'a I. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-71e94Fa11-C/O-Concrete 4. Water; LocationrTest-Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Arnp�Concrete 6. Gas; Location -Test -Wrap; / /tIL / /Nat. or/ jL tL/ /LPG 7. Well Clearance & Disconnect s', MISCELLANEOUS Date 8. Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Depth.Spaang-Connectwi-Steel Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #n's 1. Zoning Requirements- Setbacks Easements 2. Footings; SimSpadrig-Maniage Line 3. Gas; MH Test-Dernand-Vahe-Cornector 4. Electricity; MH TestCmssovers-Breakers-Cleawnces 5. Drain; MH Test-Fa[Wlex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Date 11. Cert of Occupancy 12. Pennanent Foundation Only: license Decal 2. Soils; Compacdo n.Structure Stability Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 s', MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #f'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Depth.Spaang-Connectwi-Steel 3. Decks; Girders and/or Joists-Decking-BracingStaim-Rails 4. Wood Awn.; Posts-BeamsRilre.-Connectors Shfhg.-Rfg.-Bracng S. Alum. Awn.; Columns-ConnectionsSplice-Decal-Endosures 6. Carports; Windows Doors 7. Electric 8. Frmg.; StlsAnchors-Studs-Rtos-Trusses 9. Siding; Nailing VeneerStuccoMesh 10. Roof; Shthg-Roofing 11. Ext; Sh ps•Doors-Lendings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #k'a 1. Setbacks -Easements 2. Soils; Compacdo n.Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 VdtsGFI 6. Elec.; Enclosures; Conduit Entries -Terminals -fisted 7. Elec.; Bonding; Metal w/S-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Endosums-Panelboardsans. to Main in Conduit 9. Health Depannient Approval 10. Plumb.: Cir. TesEWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /I .-.rr-.r-,.:.»a.,�.�y._ vim.---•. a.- -ztl!ts'=+-1.�..� y �':'• .. 1r�".�"��„���.�r : _ +�.- _ COUNTY OF BUTTE BUILDING DIVISION! DEPARTMENT OF DEVELOPMENT SERVICES 4, 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, r Date Inspector 4~ 1, REV 0/92 / t t� F � •-- - � • ----$-.�--tea...,-, COUNTY OF BUTTE ;BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street'* Chico, CA • (530) 891-2751 7 County Center Drive • OreWle, CA • (530)'538-7541 CORRECTION NOTICE 7 - 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 co leted. If you have any questions pertaining to this matter, or need additional explanation, pleaVAcontact this office immediately. r i REV 10/92 COUNTY OF BUTTE BUILDING DIVISION y DEPARTMENT OF.°DEVELOPMENT. SERVICES 411 Main Street • Chico, CA • (530) 89,1-2751 k 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 3 completed._V you have any questions pertaining to this matter, or need additional explanation, ,pleas� act this office immediately. CS 1141 A -ACC- Lt A -G L /?C0 L-1;7 ZCo '1 6 > Sl�� ,4771- �� e7"EL I G-. P f r v-rz T �t REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES 'BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538- 4 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT Yom" ASSESSOR PARCEL NUMBER 055-310-017 ZONING ILDING PERMIT OWNER LARRY 9 JUDY WIT.T.TAMS TELEPHONE Sp. FT, OCC. BUILDING VALUATION OWNER'S MAIUNG R S 3632 R 196,128 675 U 12,150 CONTRACTOR'S NAME JAMES DTPPET, TELEPHONE '. 872-0450 �-F lJ 66 C 6,058 CONTRACTOR'S, nUIEffR1, >, MAGALIA CA 95954 CONSTRUCTIOI�{.�Q(Q��E COMMUNITY BANK LENDER'S MAILING ADDRESS Fireplace A 1,500 Total Valuation $ 215,836 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1,045!50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 679.58 BUILDING ADD S SUNSET OAKS ,Dr' PARADISE Energy Plan Checking Fee $ 23.00 4510 $ PERMIT FEE $ 1.768.08 LOT NO. 5 TIRMTVANCH ESTATES PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EA Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 2 7.00 4.00 - Solar or heat um water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 1 5.00 - .00 TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SF & BEDROOM 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 19 -on Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ O nn ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoRLES. 23.00 Z5- UO 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, g ' ) and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BUDS. s0 3.50FT, NEW NON -R SrID. ANCHMULTI-OUTLET CO 7.50 APPARArus a SINGLE OUTLtT CIR. Ex. OCCu OUTLET OR FIXTURES 20 Q 1'00 BAL @ .SO Ex. Occup. OUTLEEDTS R D.OEA 5.00 Temporary Service 23.001 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STigTE eO/W,,oP. MECHANICAL PERMIT Filing Fee 20.00 HeatingM. 2 Coolin 2 AO 00 Hood 6.50 50 Ventilation 3 PERMIT FEE $ 09 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 ___ Date ZZ _ Siatur of Applicant wner q Contractor ❑ Agent An A permit is require for excavations over 60" deep and demolition or construction of structures over 3 stories in height. �� Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R-3 CONST. TYPE VN TOTAL FEE $ HA2. D. FES IMP X FLOOD CDF PARCEL X PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for which fees have been paid. By ate a d -9g _ PERMIT EXPIRES ON gra Receipt No. Z /' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT C� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERMIT NO. (Rev. 12/9Q APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER Q _ —Q 7 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 3&7� Oy4{EAS. i UNG ORESS �WX,e C v -M 9S� � V Z S (J CONTRACTOR'S NAME . TELEPHONE CONTRACTORS MAILING ADDRESS y0z54< —/-- 5 CONSTRUCTION CONSTRUCTION LENDER e LENDER'S MAIUNG ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 0 $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee is BUILDING ADDRESS Energy Plan Checking Fee $ . w O/�c9 L/! $ PERMIT FEE $ LATNO. J s SUBDIVISIONS NAMEPARCEL MAP PLUMBING PERMIT Fling F e 20.00 USEOFSTRUCTURE SF P' Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 145 Each as water heater or vent 1 5.00 2S•— TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilitiiee}s� ❑ Installation 0 Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 f '�— Building sewer 15.00 fS Mobile Home I S I G I W 1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOV LE Main Service 200AORLESS 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. l�jL�� License Class 8 Lic. No. T T✓ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 400A TO 1000A 46.00 NEW CONST. DWEwNOC OR ADDNS. ( 6 ACC.G.UCsUP. SO 3.54" Ho .ES. MULTI -OUTLET @7.50 POWER APPARATUS 6 SINGLE OUTLET CI0. Ex. Occup. OUTLET OR FORURES aql �';y�p Ex. Occup. DFIxuTETS RL D,DR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 LCA PERMIT FEE $ 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ST/4rE e2:POWP Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X __ Date /,p= //8 –97 _ Sigrculr,v of Applicant - ❑ OwrttrLA Contractor ❑ Agent An 1946441A permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 0-- 1 Cooling Hood 6.50 Ventilation PERMIT FEE $ t Mobile Home Installation Fee $ Energy Inspection Fee $ WD -CA6 c?J `�� TOTAL FEE $ O HAZ D. FEES IMP FLOOD CDF C pp PV HD LSSUE 1 This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Oeto Receipt No. 7 < WHITE-D.D.S.• .0. CANARY PINK -INSPECTOR GOLDENROD -APPLICANT "�w-:rif�i6"wa...a�n�-'--y;{..;+:�.rrrli+ �,.„��-P'- v...w•.-,.•r.-.--_.,,,,,,vr ..-..._.��_.....,i' ,.�,�.�/ .,�_...-7•rY-,...•'.mr.q.-..-r- - .--wr'v•.r:. -- /,,, s -,� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM . • (One form per Building) School District /S n t Building Department No. A.P. Number to — Q/% Jurisdiction: City County Property Owner f �'f' 1A 6 4-- Ju Q V LU 4 / 14.7- f ' it Property Location/Address ' Subdivision Lot No. Residential Development E Sq. Footage 3 6 � Z No of ruing Mobile Home Addition (Group R) Units Installation ..Commercial Industrial._ :.:, +:t w +.' .awx S ?;.}*[ . r x rr r } ''E -!-.-,,Sq: �-Footage�K -,+ New Addition (Including Exterior Roofed Areas) Building Department (moor runs reviewea Dy bcnooi uistnct r•ersonnep Date Dist r ct Identification No. a; ` achool District certifies that (Applicant) �,4� A40 elf (Street A dress) (Phone Number) (City) '�� ` ( k (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing V 3 CD, square feet.JB 2926 $ F - •^ ,:j'. - ".� `-- r - - t - "=%' ULL MITIGATION i =S School District Representative U Date Paid by Check # / / Remarks: 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 fo the Sch6l Vistjr 66t Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency th �_.t� s prot is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (2/97)dmm k'8i 'i�i�s�c" ii'/'�itil'':7t'Y:cy+wtF�4� ./`+ti>iRd�hi�q'Yd're'�+�:.s�isa"+�dCt'317VwMA:+VFS'i+:�M� COUNTYOPBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (9A'6)538-7541 PERMIT APPLICATION DATAS.iEET .r OWNER ''Proposec Building Inspector No.ds�)''310 e/7 Date /7 —/F G77 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1, All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5 Hazardous Material Form . ............................................ E ergy Design Compliance and supporting documentation . .................. at ent of Intent for Non -Heated and A/C Buildings . neered truss details and layout in duplic>a4mTd prior to plan check). .... ' M bilehom da an nufactrer' ' Icao ins c ' ns, 2 sets. . ---� 1 mpact fees as shown on attached schedu ..... •....qS cam' 2. California Department of Forestry plan approval/fees. X11%? �.7:... . 13. Flood elevation letter (100 year flood by California Engineer. .. l/ 14. Sanitation and plot plan approv0l FF���� Health Department . ............ 15. City of Chico plumbing permit . ....................................... . 16. Pot plan and business license approval from City of Biggs/Gridley. ............. 17. tanning approval for (A) Use: (B) Parking: ......... 1 Contact Land Development about (A) Improvements (B) Drainage. .... . . Driveway permit (construction approval required prior to occupancy). .. Z' 2 ' 8 PQon' �Pre-inspection for required. .. cnspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner Mail to owner ) ............ Recorded copy of Agricultural Acknowledgement Statement . ...................7.,f_ i" Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ...:..................... . ...... ... ... . 28. Mobilehome utility clearance. . 29. Documentation of legal access . ..................... :............ . . 30. Documentation of 50% subdivision developed or (A) Road improvements completed 1. and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. ...................................... 32. Plan check list . ................................................... . 33. , 34. Whou en issue the permit,pP�Q�,e ss as follows: Mail to owner. Mail to contractor. Telephone Z 'tJ�JO and hold for pickup at C_W; 6d office. Deliver with inspector. Other _ f Parcel Creation Acreage Applicant!` Date 97 7— —I Copy of Haz-Mat form sent Health Dept. Fire Dept. ' Air Pollution D, Copy of plans sent Health Dept. Fire Dept. Other Date The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: ircle new item not checked above). M Contractor, designer, owner, was advised of above required data by — phone mail Counter by _ Date! 3o'g7 Contractor, design owner, advised of above required data by _ phone _ Fnail unter by _ Date Plans checked by Date 1:0- �0!5 7 Plans'approved by Date Sets of plans on hold in File cabinet �AP folder Copy - Department of Public Works ha3 /10f. E.H. USE ONLY FW" PIn AM.W Yes SeatoB.D. TO: Building Department FROM: Environmental Health , SUBJECT: Sanitation Clearance Lll�iy. I,✓l1�/Qi%1.S hof S �iCth_r UckJ !/P �SP�3�® (�17 Owner Location AP# Plan Approved for: Sewage Disposal , Water Supply: Public_ Private Well Clearance for 4 bedroom home. Other Hold final for: Final clearance O.K. for: MOTE: l C #S .11-2-6-97 Environmental Health Specialist Date 8/92 �•'v'r� - •�-�1i�w((C`' �•�.w+�"„Y,K+,iv'.:T-J.t� i.�� � �..'v+i':w�..'.v�"`�-._.-..� vl'.'"�-�r.R!'.-•�''•��"Ef. i'^Ir'^'/�"�..--:w�.r..;.�..-.v..y--••--t....-..,�.n�,l--,.-�^ . �. �. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER LU4y ,c JI, Qjj A.P. #-05-1 -1/0 -0 7 PROPOSED BUILDING USE /� 3l%4? -/k DATE /-Z REC # DATE REC BUILDING PERMIT FEES �- -- Balance Due ................ $ 1- -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES /SG (paid at District Office) �HERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $_ ?:Nclt` Z' Z - 9 S& Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) : x . _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. ' 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 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) 2ZL-1 C1 f) f -2- 10. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE yl Original -Owner Copy -Building Div. (Rev. 12/96) 0_1_1_ P_ _ LAN U U r NA I UI<A'L W EALTH AN D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 James Dlppel TELEPHONE: 1916) 538.7541 P.O. BOX 21 FAX: (916) 533-2140 Magalia, CA 95954 Re- Single Family Residence Date: 1/5/98 A.P. No. 055-310-017 Permit #97-2655 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plan sheets with revisions as requested [x] Submit additional calculations as necessary ' [ .] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely, i�� Q� eorge R. Kellogg Plan Check Engineer cc: Larry&Judy Williams P.O. Box 7790 Chico, CA 95927 Gary Hawkins 20 Constitution Drive, Suite A Chico, CA 95928 w Y , SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: James Dippel Date: 1/5/98 Permit #97-2655 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, -or calculations as follows- e�,- Regarding the Structural Calculations by Gary Hawkins: s YPlease verify the soils type present on the site to substantiate the allowable soils bearing assumed in the calculations. .2) lease provide details on the beam and support connections for the notched beams referred to on page 13 of the calculations. Are the beams at the notch to be placed in hangers? �3•) The structural calculations refer to 8.5 feet of shear wall along Line 2 at the lower level. The plans show only 6 feet of shear wall. Please revise the design or the plans to eli�4) inate the conflict. t ovide detail(s) to show how the 6.75 ft long shear wall along Line 4 (lower level) is '00 connected to the floor diaphragm above. Z�a,Beams FB -1 and FB -2 are called out as 5.25x14 versalams. Are they available in this size or will it be necessary to go to one size larger? Truss manufacture is to supply the drag trusses shown on A11 of the plans. The truss ll calculations and'drawings do not appear to support this requirement. Provide a detail for the foundation/lower wall area between the house foundation and the concrete patios at the southern corner of the proposed house. If retaining walls are to be used on this project provide an engineered design for such walls if they are greater than 4 feet in height. as measured from the bottom of the footing to the top of the wall or supporting a surcharge. 5. Please supply items requested on Martha Whitney's plan check list dated 12-30-97 and on the Permit Application Data Sheet. ),071f ��cp Fr .Q K1• r� December 30, 1997 Mr. and Mrs. William mm Re: permit # 97-2655 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 '. A.P.# 055-310-017 With reference to the above subject, attached is: [ X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [ X] Comply with Plan Check List [ X] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. il Sincerely, Martha Whitney .1 . r PumitApplicant: Larry and Judy William Assessor parcel Number: 055-310-017 permft Number 97-2655 Date: December 30, 1997 The above referenced building . plans were reviewed by this office. Provide a"donal information and/or make revisions to plans, specifications and calculations as follows: �ILY. Set back from Pentz Road is 55 feet. Plan so noted., nV2. Fees were figured incorrectly. New balance. -is $ 1,448.53. / Provide sizes of side.lites at front door. 4! , Provide coordination.of plans in regard to floor joist. system. Is it TJI as in calcs or is it BCI? �! Provide size 6f garage door. header. Roof framing plan drawn incorrectly. Revise plan to show T9 and T10. There is a 5' span between truss 10 and truss 27 -What is happening in this area? I-Iow is stone supported at building face? Provide' height of continuous framed wall':at family room. Architect to review and approve trusses for lateral design. From your contour map and finish floor elevation it appears that you have a five foot stem wall at right side/front/r ar of structure. Is this correct? 1 Provide more information. Pr � WAV,Gf7.�/m. ? .S1 Provide construction detail of rear porches, covered and uncovered including height. 12. Plan is in line-up for structural review. George Kellogg will contact you with any questions he may have. If you wish to discuss any requirements, you may contact me at (916) 538.7541 between 1: 00 P.M. and 4.00 P.M., Monday through Thursday. Martha Whitney mm C��run irrr- Jan. 15, 1998 Butte County 1siiilding Division 7 County Center Dr. Oroville, Ca. RE: Larry Wiiiiams Lot 5 Canyon Ranch'Estates Paradise, Ca. I have reviewed the truss engineering for the above-mentioned project and found that'the submitted information correctly depicts the loading and,design requirements. While these documents have been reviewed to verify compliance with structural criteria, It shall be noted that the verification of exact truss dimensions is beyond the scope of o�r review and shall be,the responsibility of others. If you have any questions regarding this item, please do no!; hesitate to call this office. S' cerely, e-Gary awki ns Bruno & Hawkins i I i 20 Constitution Dr., Suite A Chico, CA 95973 Phone 916/895-1125 Fax 916/893-0532 NO rm,r, 7E PH G e- n e r a l C o n t r a c t o r P.O. Box 21 Magalia, California 95'954 - 916-'872-0450 - Lic. No. 494505 To I'VA 2T170A 4cP-Hl 7'iYE3/ ' ,eA T J->AT�� l z�3d�97 p.r -a' 97 - A&6-6- A b6-5/. Svrspiv/sio.v IA/t.S- To Th`� �,Qpp�iQTfI L/,tJG itit>O ii a%v L lawT t 1312 6 �IyJE/l/T ¢",Q�ly1 T/7�� P/ZoP" 7�1 L,/wE ltJlY/oCi` ECPIIIJS'� 19 60 G i res /!�T F2ovT �� /Y , -E %• STGlGGO STD.r/�' . .�E .voT� a� .SJs�EET /Q- if . S . �E/��fT p F G'O�vTJ.rr4o� 5 1`/�IJ1�17 Gu/pGG /7 -�' z �/ . �� ND4� •S/i�acc>t/ 9 �Q�O�/ TGT 2E(/6�lvE� /i/riT> /9yR�o aE.z7 T2/LSS G��GG S •. Pm,2,CJf GlP��� �®.¢IGH To $ E /4PP2dx I�ATEGy 3Z• �� /3�OVE �,��E . UP IF � XT- 1 M17 G e- n e r a l C o n t r a c t o r P.O. Box 21 Magalia, California 95,954 - 916-872-0450 - Lic. No. 494505 TD �;E026E .C�LG DAG : 11 E: .5�l�PLE.ttE.f�T.siG P�•v C/�EGC. G15T ���� 8 Ye- A, WT -"4" 9 7 - a7,4 . ✓/. / > ��tey iv t�ivs ,P-�v�5 67-A e- 74-M,4 ei4G ✓ /� �� .SES S%tEET fi % D�TI�/L. ,� A �J' AA A,> ,VOTE. FSE/q/Il5 TO fjE 8s/ ktew Ao`JT _ 3if19GviV Fz-4AI TyP/At/G 7-0 flD'Tit /�. s;4 cw ,I - a? xle Ale /9 5 Sh`ow•c1 Q.tJ A- �/ Of �l�,9.tJ5 . Ta P ss� CAI -4- WIJ-11 A4 v,' otis yze ,*,v IW41VAC-S /-I-s- 9g LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERS ' )l A.P. NAME:(�J/ / Q I�4 r rr!- a NUMBER: © " 310 -012 PRINT LAST NAME FIRST // ADDRESS / LOCATION: L49 -f S -Su-�S e_f CbLkS COUNTY ZONING DESIGNATION: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: V/ DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED PARCEL CREATION BY DEEDS YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS FLOOD MAP: RESOLVE PROBLEMS PRIOR TO APPROVAL: OR MAP ✓" / 61 4C DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO MAP INFORMATION: DATE OF RECORDING % Z / P i/ �� LOT BOOK /-3o PAGE (D COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES . Z` NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BEPA/D TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a = ft.building setback from right-of-way/ceate4i;w-of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. `=- 8. Connect to a public water supply. 9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire.Department specifications, serves the parcel. �Ul (ems' -c1 2 LIG-n�ti S 1 1. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planting Diwsfw. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional- archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. _ 21. F?C![ER.toj2 WALLS S?"C RA Tf a 461 4Z1,6z 206 ' 22. 23. 24. 25. 26. AIO iN3Wd013A30 ONVI 3LMS 10 kiNf10D 1661bZA0N a3n1303b LD 5/97 C:\W06I%FOF Mfi. CWLOGKFVA.CLA FSCROW 162292-2DD rL,t csrtu eY: XD VA11EY TITLE 3 AND WHEN RECORDED 1.4AIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SURE COUNTY RECORDER SERIAL N0.17'?— /fl%Z� ! RECORDED AT THE REQUEST OF MID VALLEY TITLE COMPIAW DATE RECORDED: -JAN 1998 TIME: �%►�pf1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building perrnit. 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 limitcd 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 Nvithin.said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessar), farm operations. All that real property situate in the County of Butte, State of California, described as follows: I Dale: DF]C. 22, 1997 1,110PLRTY OWNERS: State of California County of BUTTE On DEC. , 22, 1997 before me DEE PALMER, NOTARY PUBLIC P PP personally appeared JUDY WILLIAMS AND LARRY WILLIAMS 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 mithin instrument and acknowledged to me t at he/she/they executed the same in his/her/their authorized capacity(ics), and that by his/her/their signature(s) on the nstru ent, the person(s) or the entity upon behalf of which the person(s) acted, executed the instru exit. •` ` °' �: OFFICIAL SEAL WITNESS my n and omdal sea I030754 0 . DEE PALMER / NOTARY PUBLIC -CALIFORNIA 0 Signature C� a�1_ COUNTY es BUTTE Si g jg . My Comm. Expires June 22, 1998 A.P.91 055-310-017 S00)T 6:��. DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 5, -AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CANYON RANCH ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 1, 1993, IN BOOK 130 OF MAPS, AT PAGE(S) 63 THRU 67. EXCEPTING THEREFROM ANY PORTION LYING WITHIN SUNSET OAK DRIVE AND CANYON RANCH DRIVE. ALSO EXCEPTING THEREFROM ALL MINERALS AND MINERAL RIGHTS BELOW A DEPTH OF 100 FEET FROM THE SURFACE AND THE RIGHT TO ENTER UPON THE SURFACE OF SAID LAND FOR THE PURPOSE OF EXPLORING FOR MINING, EXTRACTING AND REMOVING THEREFROM SUCH ORES THAT MAY BE DISCOVERED AND FOR THE PURPOSE OF INGRESS AND EGRESS IN CONNECTION THEREWITH AND THE RIGHT TO DRILL OR SINK SHAFTS, HOLES OR OTHER EXCAVATIONS IN CONNECTION THEREWITH, AND DEPOSIT MINE TAILINGS ON SAID SURFACE, PROVIDED, HOWEVER, THAT IF SUCH MINING OPERATIONS SHALL DAMAGE OR DESTROY ANY CROPS, BUILDINGS OR IMPROVEMENTS ON SAID LAND THE OPERATOR CAUSING SUCH DAMAGE OR DESTRUCTION SHALL PAY THE OWNER OF SUCH CROPS, BUILDINGS OR IMPROVEMENTS FOR SUCH DAMAGE OR DESTRUCTION IN A -REASONABLE AMOUNT. NO MILLING, CRUSHING OR REFINING FACILITIES SHALL BE CONSTRUCTED OR OPERATED ON SAID LANDS BY THE GRANTOR, HER HEIRS, SUCCESSORS OR ASSIGNS, AS DESCRIBED IN THE DEED FROM'NORMA FRANCES COHN, TRUSTEE TO EDWIN BURGESS, ET UX, RECORDED JUNE 24, 1977, IN BOOK 2184, PAGE 438, OFFICIAL RECORDS. PARCEL II: A PERPETUAL NON-EXCLUSIVE EASEMENT WITH THE RIGHT OF INGRESS AND EGRESS, FOR THE PURPOSE OF LAYING, INSTALLING, MAINTAINING, REPAIRING, PROTECTING AND REPLACING UNDERGROUND OR SURFACE STORM DRAINS, TOGETHER WITH APPURTENANCES THEREOF, ACROSS AND IN LANDS PARTICULARLY DESCRIBED AS FOLLOWS: BEING AN EASEMENT FOR STORM DRAINAGE PURPOSES OVER A STRIP OF LAND* 15.00 FEET IN WIDTH, LYING NORTHERLY OF AND COINCIDENT TO THE FOLLOWING DESCRIBED LINE: . BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED m . DESCRIPTION - CONTINUED PARCEL II - CONTINUED BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 31; THENCE FOLLOWING ALONG THE WESTERLY BOUNDARY LINE OF SAID SOUTHWEST QUARTER, NORTH 0 DEG. 23' 41" WEST FOR 1500.00 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO FRANK KONRAD, ET AL, RECORDED JUNE 12, 1990, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 90-24423; THENCE FOLLOWING ALONG THE SOUTHERLY BOUNDARY LINE OF SAID KONRAD PARCEL, NORTH 89 DEG. 29' 26" EAST FOR 611.91 FEET TO A POINT LOCATED ON THE EASTERLY BOUNDARY LINE OF PENTZ ROAD AND THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE -POINT OF BEGINNING, CONTINUING NORTH' 89 DEG. 29' 26" EAST ALONG SAID SOUTHERLY BOUNDARY LINE FOR 700 FEET, MORE OR LESS, TO A POINT LOCATED 15 FEET EASTERLY OF,KUNKEL CREEK AND THE END OF SAID DESCRIBED LINE. RESIDENTIAL PLAN CHECKING GUIDE i SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: i iQVIrtS . �G VI't-! �- ..S u4�/ BUILDINGPERNIITNUMBER: q7- (ASS PLAN CHECKER: 1 "1 J A. P. NUMBER: 0,675 " 310 " 0/ -] ng requirements: (side yards and number of permitted living units). ation. signed by designer. FE er description of work on application. ing violations on property. s on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). rded notice of violation. N. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. 14, Grading, fills and/or drainage. " Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. l(Record Building or utilities across lot lines form). LOOR PLAN: Complete to scale plan with dimensions. Required windows for figTit and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). ,7' G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 0. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). j.2� Fireplace and wood stove location, alcoves and clearance. j.3! Smoke detectors (Section 310.9.1). J4'-- Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring a oon aming and/or engineering. ` ,4! Three story building requiring engineered calculations and plans. p Foundation plan complete enough to construct building. 6 Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. 1 Garage door and/or porch header sizes. 2 Stud heights. 13. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. 1 Header size. June 1997 3,2 SCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501.). , Roof covering type - (fire hazard). Foam insulation -.protection. 36" halls and stairways. Living area.over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two e:iits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) For Inspection Jacket: Slood Hazard/Elevation Certificate RA Requirements Special Inspection Requirements Automatic Fire Sprinklers .q� June 1997 3.2 I -- V -n -r- CA, eU c. �ti S �� w. J 15• o 100% BCI 400 Series Joist - 1112- Fla e Width Span (ft.) Live Load Total Load Live Load Total Load Live Load Total Load 6 — 266 — 293 — 306 7 — 228 — 251 — 262 8 — 200 — 220 — 230 9 — 177 — 195 — 204 10 139 160 — 176 — 184 11 107 142 — 160 — 167 12 84 119 138 146 — 153 13 67 102 110 135 — 141 14 54 88 90 116 129 131 15 44 76 74 101 107 122 16 37 67 61 89 89 108 1.7 31 59 51 78 75 96 18 26 52 44 70 64 85 19 22 45 37 63 54 77 20 19 38 32 57 47 69 21 16 33 28 51 41 63 22 14 29 24 47 35 57 23 12 25 21 43 31 52 24 11 22 19 38 27 48 25 10 20 16 33 24 44 26 8 17 15 30 22 41 27 8 16 13 27 19 38 28 7 14 12 24 17 35 29 6 12 10 21 16 32 30 5 11 9 19 14 29 FLOOR SPAN TABLE NOTES • Live load values are based on deflection of U480. To calculate deflection limits of U360 and U960, multiply the live load by 1.33 and .50 respectively. • Total load limits joist deflection to U240. • Load capacity assumes the absence of composite action from sheathing. (Nailed only, no glue). • Values represent the most restrictive of simple or multiple -span applications. • To size a joist for use in a floor, check on live load and total load. Where live load is not shown, size according to total load. • For assistance with floor design, consult the section entitled About Floor Performance on page 3. • Span tables are based on shear values for minimum bearing lengths without web stiffeners for BCI depths of 16 inch and less. See BC Calc software for higher shear values using web stiffeners or wider bearing lengths. V t�v . 21;�) P1 FT62 1:25 AM ------------------------------------------------------------------------ 111s)9V Rev 9-30=93 Point footing 1/16/98 Description >>F -1 -------------Load data ------------- ; -------------- Soil data ------------- P > 10.670 kips ;Soil br•g capacity> 1.000 ksf Uniform load > .000 kips/ft Live load % > 60.000 -------------- Concrete -------------;---------- Reinforcing steel=-------- F'c > 2.500 ksi ;Fy > 40.000 ks', m > 18.824 0 > .900 ------------------------------Footing data------------------------------ . Footing size > 3.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 7.020 kips Total P axial > 12.690 kips Total bearing pressure >, .942 ksf <ok> Net bearing pressure > .792 ksf Factored bearing pressure > 1.299 ksf (1.7*LL+1.4*OL) ----------------------------Footing stresses----------------------------- Diagonal tension - factored loads - one way action <ok> Vu --(P net)*(effective area) > 7.160 kips Vn=Vc=2(F'c)".5*bw*d - > 35.232 kips p Vn > 31.709 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 16.921 kips Vn=Vc=4(F'c)'.5*bold > 51.200 kips 0 Vn > 46.080 kips ------------------------- Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 2.187 ft-kips/ft Required Rn=(Mu/o)bd"2 > 37.975 psi Required p (bending moment) > .0010 Required As (bending moment) >• .092 in"2/ft = .338 in"1 Min. required p UBC 2610(f) > .0013 33% increase applied Min. required As UBC 2610(f) > .122 in"2/ft = .449 in'2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 3 No. 4 bars e.w. .2 No. 5 bars e.w. 2 No. 6 bars e.w. 1 No. 7 bars e.w. PT-FTG22:27 AM Rev 9-30-93 Point footing. t . 1/16/98 -----------------------------------=------------------------------------ Description >>F -2 -------------Load data ------ - ------ ; -------------- Soil dalta ------------- P > 12.990 kips ;Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft Live load % > 80.000 -------------- Concrete -------------;---------- Reinforcing steel --------- F'c > 1.500 ksi ;Fy > 40.000 ksi M > 18.824 > .900 ------------------------------Footing data --------------;--------------- Footing size > 4.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 2.400 kips Total P axial > 15.390 kips Total bearing pressure > .962 ksf <ok> Net bearing pressure > .812 ksf Factored bearing pressure > 1.331 ksf (1.IxLL+1.44L) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)x(effective area) > 8.811 kips Vn=Vc=2(F'c)".5xbwxd > 38.400 kips 4 Vn > 34.560 kips Diagonal tension - factored loads - two Nay action <ok> Vu=(P net)*(effective area) > 20.112 kips Vn=Vc=4(F'c)'.5#bold > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)xbl'2/2 > 2.663 ft-kips/ft Required Rn=(Mu/d)bd'2 > 46.232 psi Required p (bending moment) > .0011 Required As (bending moment) > 112 in"2/ft = .449 in"2 Min. required p UBC 2610(f) > .0016 33% increase applied Min. required As UBC 2610(f) > ' .149 in"1/ft = '.591 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement-- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 2 No. 6 bars e.w. 1 No. 7 bars e.w. 24 Z—V 1 f1s�4s PT-FTG2 2:31 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 1/16/98 Description >>F -3 -------------load data ------------- ; -------------- Soil data ------- P > 7.600 kips ;Soil brg capacity) 1.000 ksf Uniform load > .355 kips/ft Live load % > 60.000 --------------Concrete-------------;----------Reinforcing steel -- ------ F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 > .900 --...------------------ ------Footing data ------------------------------ Footing site > 3.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.663 kips Total P axial > 10.445 kips Total bearing pressure > .942 ksf <ok> Net bearing pressure > .792 ksf . Factored bearing pressure > 1.299 ksf (1.1'LL+1.4xD1) ----------------------------Footing stresses ----------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)'(effective area) > 5.760 kips Vn=Vc=2(F'c)'.5'bw'd > 31.968 kips 0 Vn > 28.171 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)=(effective area) > 13.815 kips Vn=Vc=4(F'c)".5'boxd > 51.200 kips o Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)'bl'1/2 > 1.800 ft-kips/ft Required Rn=(Mu/o)bd"2 > 31.256 psi Required p (bending moment) ) .0008 Required As (bending moment) > .076 in"2/ft = .251 in"2 Min. required p UBC 2610(f) > .0010 33% increase applied Min. required As UBC 2610(f) > .101 in"2/ft = .335 in"1 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. 2 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 2"2 PT -FTG2 2:28 AM ----------------------------------------------------------------------- Rev 9-30-93 Point footing 1/16/98 Description )>F -4 -------------Load data -------------;-------------- Soil data ------- > 9.010 kips ;Soil brg capacity> 1.000 ksf Uniform load > .314 kips/ft Live load % > 80.000 -------------- Concrete -------------;---------- Reinforcing steel --------- F'c > 1.500 :ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------ Footing.data------------------------------ Footing site > 3.500 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.838 kips Total P axial > 12.151 kips Total bearing pressure > .992 ksf <ok> Net bearing pressure > .842 ksf Factored bearing pressure > 1.381 ksf (l.7*LL+1.44L) -------=--------------------Footing stresses ---------------------------- Diagonal tension - factored -loads - one way action <ok> Vu=(P net)*(effective area) > 6.850 kips Vn=Vc=2(F'c)'.51%w*d > 33.600 kips o Vn > 30.240 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)x(effective area) > 16.309 kips Vn=Vc=4(F'c)".S*bord > 51.200 kips p Vn > 46.080 kips -------------------------Footing reinforcement ----------------- --------- Mu=(P net)4l"2/2 > 2.115 ft-kips/ft Required Rn=(Mu/o)bd"2 > 36.126 psi Required p (bending moment) > .0009 Required As (bending moment) > .089 in"1/ft = .311 in"2 Min. required p UBC 2610(f) > .0012 33% increase applied Min. required As UBC 2610(f) > .118 in"2/ft = .414 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 1 bars e.w. I(P Kav 1l1sl0 PT FTG2 1:35 AM ------ Rev 9-30-93 Point footing 1/16/98 -=---------------------------------------------------------------------- Description >>F-5 >> -------------Load data ------------- ; -------------- Soil data ------------- P > 5.440 kips ;Soil brg capacity> 1.000 ksf Uniform load > .138 kips/ft Live load % > 80.000 --------------- Concrete -------------;---------- Reinforcing steel--------- F'c. > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data -----------------------=------ Footing size > 3.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.663 kips Total P axial , > 9.561 kips Total bearing pressure > .862 ksf (ok) Net bearing pressure > .712 ksf Factored bearing pressure > 1.168 ksf (1.7*LL+1.4*DL) ---- ------------------------ Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)x(effecti've area) > 5.179 kips Vn4c=2(F'c)'.5xb0d > 31.968 kips 0 Vn > 28.771 -kips Diagonal tension.- factored loads two way action <ok> Vu=(P net)$(effective area) > 12.433 kips Vn=Vc=4(F'c)".54 otd > 51.200 kips 4 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Muz(P net)*bl"2/2 > 1.619 ft-kips/ft Required Rn=(Mu/o)bd"2 > 28.108 psi Required p (bending moment) > .0007 Required As (bending moment) > .068 in"1/ft = ..126 in"2 Min. required p UBC 1610(f) > .0009 33% increase applied Min. required As UBC 1610(f) > .090 in"2/ft = , .301 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. ' 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 21�17 PT -F162 2:39 AM ------------------------------------------------------------------------ Re.v 9-30-93' Point footing 1/16/98 Description )>F -6 -------------Load data -------.------;-------------- Soil data ------------- P > 10.460 kips :,Soil brg capacity) 1.000 ksf Uniform load > .000 kips/ft Live load X > 80.000 -------------- Concrete =------------;---------- Reinforcing.steel-- ------ F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.324 0 > .900 - --------------------------- Footing data ---- =------------------------- Foo.ting size > 3.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 2.020 kips Total P axial > 12.480 kips Total bearing pressure > .927 ksf <ok> Net bearing pressure > .777 k'sf Factored bearing pressure > 1.274 ksf (1.7*LL+1.4*OL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 7.019 kips Vn=Vc=2(F'c)'.5*bw*d > 35.231 kips 0 Vn > 31.709 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 16.588 kips Vn=Vc=4(F'c)".5*bo*d > 51.100 kips 4 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl'2/2 > 2.144 ft-kips/ft Required Rn=(Mu/o)bd"2 > 37.227 psi Required p (bending moment) > .0009 Required As (bending moment) > .090 in"2/ft = .331 in"1 Min. required p UBC 2610(f) > .0011 33% increase applied Min. required As UBC 2610(f) > .120 in"2/ft = .440 in"? Minimum reinforcement as governed by: ---Minimum reinforcement - 3 No. 4 bars e.w. 2 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 1 bars e.w. PT FTG2 2:40 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 1/16/98 ------------------------------------------------------------------------ Description >>F -7 --------------Load data ------------- ; -------------- Soil data ------------- p > 6.830 kips ;Soil brg capacity> 1.000 ksf Uniform load > .573 kips/ft Live load X > 80.000 -------------- Concrete=------------;---------- Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi. m > 18.824 p > .900 ---------------Footing data ------------------------------ Footing size > 3.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.663 kips Total P axial > 10.401 kips Total bearing pressure > .938 ksf <ok> Net bearing pressure > .788 ksf Factored bearing pressure >. 1.292 ksf (1.7*LL+1.4xDL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)x(effective area) > 5.731 kips Vn=Vc=2(F'c)'.5xbw=d > 31.968 kips p Vn > 28.111 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 13.756 kips Vn=Vc=4(F'c)".5*bolld > 51.200 kips 4 Vn > 46.080 kips -------------------------Footing reinforcement --------------------------- Mu=(P net)41'2/2 > 1.791 ft-kips/ft' Required Rn=(Mu/o)bd"2 > 31.099 psi Required p (bending moment) > .0008 Required As (bending moment) > .075 in"2/ft = .250 in"? Min. required p UBC 2610(f) > .0010 33% increase applied Min. required As UBC 2610(f) > .100 in"2/ft = , .333 in"2 Minimum reinforcement as governed by: ' ---Minimum reinforcement-- 2 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. i 2I 45v 1115�gB VAt ' PT-FT62 2:43 AM ----------=----------------/��/QS Rev 9-30-93 Point footing 1/16/98 ------------------------------------------------------------------------ Description >)F-8 -------------Load data ------------- ;-------------- Soil data ------------- P > 4.130 kips ;Soil brg capacity> 1.000 ksf Uniform load > 1.120 kips/ft Live load A > 80.000 -------------- Concrete -------------;---------- Reinforcing steel --------- F'c > 2.500 ksi ;Fy > X40,000 ksi m > 18.824 > .900 ------------------------------Footing data ------------------------------ Footing site > 3.000 feet ; Footing thickness (t)' > 1.2.000 inches <ok> Distance to.reinf. (d) > 8.000 inches Footing weight > 1.350 kips Total P axial > 8.940 kips ' Total bearing pressure > .993 ksf <ok> Net bearing pressure > .843 ksf Factored bearing pressure >. 1.363 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) '> 4.841 kips Vn=Vc=2(F'c)".5*bwxd > 28.800 kips d Vn > 25.920 kips Diagonal tension - factored loads - two way action. <ok> Vu=(P net)*(effective area) > 11.833 kips Vn=Vc=4(F'c)'.5tboxd > 51.200 kips o Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu:(P net)xbl'2/2 > 1.556 ft-kips/ft, Required Rn=(Mu/o)bd"2 > 27.013 psi Required p (bending moment) > .0007 Required As (bending moment) > .065 in"2/ft = ` .196 in"2 Min. required p UBC 2610(f) > .0009 33% increase applied Min. required As UBC 2610(f) > .081 in"2/ft = .160 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- .2 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. i 1 No. 1 bars e.w. P1 FT62 2:44 AM ------------------------------------------------------------------------- Rev 9-30-93 Point footing 1/16/98 - -----=--------------------=------------------------------------------ Description >>F -9 -------------Load data -------------;--------------Soil data ------------- P > 2.640 k;ps ;Soil brg capacity> 1.000 ksf Uniform load > 1.120 kips/ft Live load % > 80.000 --------------- Concrete -------------;---------- Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 p > 900 ------------------------------ Footing data ------------------------------ Footing size > 2.610 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.069 kips Total P axial > 6.100 kips Total bearing pressure > .940 ksf <ok> , Net bearing pressure > .190 ksf Factored bearing pressure > 1.295 ksf (1.1*LL+1.4=OL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ck> Vu --(P net)x(effective area) >. 3.464 kips Vn=Vc=1(F'c)'.5xbwxd > 25.631 kips 0 Vn > 23.069 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > ,8.658 kips Vn4c=4(F'c)".5xbo;d > _51.200 kips 0 Vn > 46.080 kips' -------------------------Footing reinforcement -------------------------- Mu=(P net)'bl"2/2 > 1.154 ft-kips/ft Required Rn=(Mu/o)bd"1 > 20.039 psi Required p (bending moment) > ..0005 Required As (bending moment) > .048 in"2/ft = .129 in"2 Min. required p UBC 1610(f) > .0007 33% increase applied Min. required As UBC 2610(f) > .064 in"2/ft = .112 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. ez;v OsIfe Job number )>E97004 f 10:12 AM 3/12/97 • Structural calculations for Project ))Williams residence Plan >>Custom ` Name >>T.C. Hall Development Butte County, California Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893=0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specifically noted herein. r Sv--n rrLGl✓� . z�6 3. o c _ 13 Ps '14, ofSf L�- � Co• c� �� cr 3O. DPJ 2 MAXSRAN2 11:15 PM ----=------------------------------------------------------------------- Rev 9-28-93 Wood joists - span capacity 11/26/97 ------------------------------------------------------------------------ Deseription >"Porch Rafter - ---'--LOADING DATA -----------;------------ GENERAL DATA ------------ Dead load > .014 ksf ;load duration factor > 1.000 Live load .016 ksf ';Joist spacing > 16,000 inches Total load .030 ksf ;Repetitive (Y/N)?> Y tributary load > .040 klf -----------------------------------' Concentrated load> .000 kips EG uniform load > .000 klf ---------------------------SECTION-PROPERTIES--------------------------- Member thickness -> 1.S00 inches Member width > 7.250 inches Section modulus > 13.141 in"3 Area> 10.815 in Moment Moment of inertia > 41,635 in"4 ---------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc -L Fc° E .DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fcu) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcl Fc° E DFL NO2 1208 690 95 625 1365 1600000 -----------------------------MAXIMUM SPANS ----------- ------------ Max. span as limited by: Bending > 16.262'feet Shear > 34.438,feet Total load deflection (L/240) . > 16.178 feet 6TL > .809 inches Live load deflection (L/360) > 17.421 feet 6LL > .580 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due. to concentrated loadin4_.... V uniform OL > .000 .kips V concentrated load > .000 kips V cap of joist > .689 kips <ok> % of allowable > .000 M uniform OL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.322 ft -kips <ok> e of allowable > .000 Deflection --- Uniform OL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 a 2� /o or -'e, 7-, 6 2¢ o G fz(,v , /7-7-J-1 1 ��v i G T- Z- G -T- GT- / b 0 r P, vlj �z i 1-3.. __ . .. -41S W 2- VJ/ LAI t ti 6TS ELL - 2.2 S , spa"" � ISS q,1.s S W( uw PZ ►�(= b/2(,o5k)+ <010) I ,02o = .30V'/'. U32-vC,ol0) +,o2.o = .53,1 W3. r7/-2, 7s�2��30� �3(,oio�+,070 Wy = 2/Z(,0S��t (�S/z+Z-).o3o t `'�(.o►5�t,oZo = �36qk�, �C2Y/24 030 +0(.orS)+,020= GT- q �1= I.uy� Gr -S P-2- KI - 5.4 P z 10,`i (9K Mi-,Gx _- 21,Z.3 K v I -A_ C�_X = 5 •-7(o 2, o ✓nU �. vSef S,2� 1 _12.1)% DF U(<j..,OA JVP 111v, i 1 VJ S-12, o 3 o) 113/2, o /M t20 -c Ar" 2�1 I W�L 7,67 -f-b - q 12 -vo Wj- 4 rA f z rc Pa -4 1 f ziA— InJI./2(,oS� -1 `�(.oi)+,vIS VJ�; `I/2(,oS1)+ -2122(, 1fD)+.Z IJ 630 L ;L -Ji; / o3o)4 cZ2(.o30)12-+ lo�o►S�+ -1.512- 0S�/�.v�%iS W Z : `��a (. J3 / -�- y (. �3�)�L + Ic�� i.$) � 16�L (. oS1)+•o 25 ,7� � �/. H-6-L-7-v3,s16 2.2 rV\ C. c�ja s/ 3 „6(p i �` e f Up 0/, Vo -�1Xn-- — gs_ S WZ= Nl2-(.030)+(z��z(,L> .030 4- 5) + �'33�2�.oso+,o30 Rz= q,ol K 0 13 5,125`x. zyy 2.(r--VLf G L III( "` C (oo'/, 13.53 (o o D Ll �S J Cf� ,=-� �.,� ��r� , �n C :> n �? v / �' ,.. f:;u C ,-; til j, q� s, - ; �° ��n) F r� (� ���°. � ,• _ FB- 7 Vrn U.,/, 10 NOiC11 11:01 PM 12/ 2/97, ------------------------------------------------------------------------ Rev 1-20-94 Notched beam ------------------------------------- ---------------------------------- Ov.cription >> ------------------------------General data ------------------------------ d' = Actual depth of beam at notch d = Total depth of beam e = Distance the notch extends inside the inner edge of support dl = Distance beam extends below top of wall 'Wa�l_.width > ,5. 0—inches Roof pitch > 26.500 degrees Seat cut > 1.500 inches Roof framing depth > 5.500 inches dl > 14.000 inches e > 3.731 -inches Depth of bm at outside support edae> /��in,c"hes Depth of bm at inside support edge > /22.140 inches <.d'> ------ --------------------------- SUMM'ARY-------------------------------- Fv > 165,000 psi Beam width .> 5.125 inches <b> Beam depth > 24.000 inches <d> V > 13.353 kips ------------------------ ------------------------------------------------ /5 NOT CNi 11:21 PM 12/ 2/91 ------------------------------------------------------------------------ 12.2-91 Rev 1-20-94 '"Notched beam -------------------------------------------; ---------------------------- Description >> ------------------------------General data ------------------------------ d' = Actual depth of beam at notch d = Total depth of beam e = Distance the notch extends inside the inner edge of support d1 = Distance beam extends below top of wall 'Wall width >._ 5.500 inches .Roof -pitch > 26.500 degrees Seat cut > 1.500 inches Roof framing depth > 5.500 inches dl > 9.500 inches e > 3-i31inches Depth of bm at outside support edge "14.898 inch+is Depth of bm at inside support edge �113640� inc-Hes ed'> ---------------------------------SUM R -Y— � ------------------------ Fv > 165.000 psi Beam width > 5.125 inches <b> Beam depth > 19.500 inches <d> V > 10.111 kips ------------------------------------------=------------------------------ r L z L �4 6 �.0 L4)�y +,�2.0 z vo 2 , z tvt F I �Z //2 C; OS (, (- I6/z C o3 o) { q o I o) t 0 20 = % U7 ter- � • p►= -2 qS- I K mM&,x = � x/92- Urn,z.3-.7v'7: 3,52-K 3 ►ZS x r2 zyr- -✓tel G-L- Oti��„y�� IS' 01r`C(o0 i c of 13, l o o °/o V „ r F i' �7 SSBM 6 2:00 PM --- -------------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 2/ 6/97 ------------------------------------------------------------------------ Description » FB -8 ---------------------------------GENERAL-----------------------------=-- Span (L) > 16.250 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck I > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead -load > ..083 kips/ft 54 % TL Uniform live load > .072 kips/ft 46 % TL Uniform total load > .155 kips/ft End reactions ................ :........ .. DL > .674 kips LL > .585 kips TL > 1.259 kips Design loads ............................ Total load moment (M) > 5.116 ft -kips Total load shear (V) > 1.259 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv. Fc -L Fc1 E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 Apply to.Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 e Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc -L F0 E DFL NO2 1203 575 119 625 1300 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 11.250 inches Required Actual Comment S (in'3) > 51.029 73.828 <ok> A (in -2) > 15.908 39.375 <ok> I (in'4) > 415.283 ------------------------------DEFLECTIONS----------------=-------------- Total load deflection > .366 inches L/ 533 - <OK> Live load deflection > .170 inches L/ 1147 <OK> Dead load deflection > .196 inches Minimum camber (glu-lams) > .294 inches <1.5+DL deflection Standard 2000'R camber > .198 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.015 in'2 Minimum length > .576 inches . Assuming full width bearing SSBM 6 2:00 PM ---- ------------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 2/ 6/97 ------------------------------------------------------------------------ Description » FB -8 --------------------------------- GENERAL-. ------------------------- ------ Span (L) > 16.250 feet Repetetive*? > N Reduce shear for bm depth > N ` Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 27.920 --------------------------------ACTIONS--------------------------------- Uniform dead load > .083 kips/ft 54 % TL Uniform live load > .072 kips/ft 46 % TL Uniform total load > .155 kips/ft End reactions ........................... DL > .674 kips LL > .585 kips TL > 1.259 kips Design loads ............................ Total load moment (M) > 5.116 ft -kips Total load shear (V) ) 1.259 kips --------------------------LUMBER DESIGN VALUES -------------------------- gase values Species Grade Fb Ft Fv, Fc.L Fc1 E DFL N01 -BM 1350 675 85 625 925 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 « Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl Fc1 E DFL NO1-BM 1688 675 106. 625 925 1600000 --------------------------------BEAM DATA ------------------------------- ,Member width >_ 5.500 inches -Member depth > 9.250 inches Required Actual Comment S (in'3) > 36.382 78.432 .<ok> A (in"2) > 17.779 50.875 <ok> I (in'4) > 362.749 ------------------------------- DEFLECTIONS ----- -----------------_--------- Total load deflection > .419 inches L/ 465 (OK) Live load deflection > .195 inches L/ 1002 <OK> Dead load deflection > .224 inches Minimum camber (glu-lams) ) .33.7 inches <1.5*DL deflection) Standard 2000'R camber > .198, inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.015 in'2 Minimum length > .366 inches Assuming full width bearing I. 1 I � i -B)(t6)1-(���v)CyS� -' - _% ) I G5 �� 2l 1 L ZI oZe,41- p I �_VL. e -I CvUbS rl P -M , ` -1 - �,Olv + I -I? = 5to3k IM -7 n �� v vy\ Max (,J,u -,oil �S� wk = , 0 q C) E- S f I.I. � .. . .. "'( i )� ' •uelliWOEN ISTOQ Snll 10 4Iem8pell a S? HIMPag-rl •uell?NoeN Is?op snll ;o XIewapell palalslual a s? (a)irl vsn 'ogepi 'as?o0 'digslaulled pallm?I a 'ue1TTWoeN IS?op snll dq 9661 c>> Ig6llbdo3 I ZE (ut)glbual paoelqun •geN (A)SCT (A)SCT (UT)gl6ual '610 palTnbag 009 009 (gi)aeTl S9L S9L (gl)Telol UOTloeag •geW I uedS buipeol moll Iapun I uedS DIW 64/1; OSL'0 > O W O (a?)'T;aa Telol 6u?peol IooI3 Iapun I uedS GIN SS6/1 SLUG > 681'0 lII?)'T;aO am 6u?peol Iool3 Iapun I uedS GIN $661 HSS > 690Z 698Z (ql-I;)IuamoN 6u?peOl IooI3 Iapun I bu?Ieag %EET f STOT > S9L S9L (gl)uo?l3ea0 butpeol 10013 Iapun I uedS pua 'I1 o6ZZ OUT > S9L S9L (gl)IeagS Iolluo3 algemolIV u6lsaQ mnmTXPW -dl?Itgels aeatgoe of paao?I?Sod pup pagoellp dlladold aq of spaaa butoelq Ielalel Iagwam aql ;o sa6pa molloq Io dol aql Iagl?a uo saolo; ae?ssaldwoo bu?ITolluoo agl,uo paseq aie uMogs (s)g16ual paoelgnn mnm?gem agl 'ale?oossy NEI a bq paMatnal uaaq lou seq indino s?gl •Iasn a1eMl;os aql dq pap?noid uaaq aeeq Saotsuam?p palpls pue 'Speol ub?sap 1ndul 'UOTIeoildde lonpold o?;Toads agl •San;pe n6?sap paldaoop apOo pup MaITIO UbTSap 13npOId Wrl glint a3uppIonp UT pagsildm000e aq Ilan alpml;OS s?ql dq slonpoid slt ;o buTZTS aql SIaeIIeM Wrl '(Wrl)UPIITWoeN Is?or snll Aq padolaeap a1eMl;os mol; Indlno s? Molaq paluasald sisdleup agl iINYIdOdWI 'STSATPUP sTg4 spton uozgngTqsqnS ;dTuo sgonpoid wry .ao; STSATPUP szgy ----------------------------------------- O S v - S I S I 1 v N v 3 Z I S ------------------------------------------ 000'0 -IST o/o .,o,tz a LSIor 3QSZ/(u)Irs JT VIN """"sbupglae0 paolo;uTag ; I .........asp IagmaN aell?ladag 0'11 '......" ....(;sd)peol pea0 9 .................6UT1oaa I00i3 0'06 .............(Isd)pe0l 8n?1 000'0 " " " "'(13/ut)adolS ;oo8 O6Z/1 086/1 T uedS 00'1 ...... •I01oe3 uollelna peol 000'0 " 'll;/u?)adolg dol IagwaN TIM 11 Z;ap 11 10013 ......`U011eo?;ISS213 peol ISIOE .......asp IagmaN (g ) ellal?i0 n01I3al;a0 sag - Iool3 ......•.uolleo?Iddv ------------------------------------------------------------------------------------------------------------------------ (Telluap?sag)uollnq?IIstO gbnolgl algellpee slonpoid Npl Io; ap0i bu?pl?nq ogn (OSV) u6?saa ssa11S algpMolly uo paspg ------------------------------------------------------------------------------------------------------------------------ :all?I abed :aweN Ioa[oId T49A elg lue13 :ameN STL6-268-916 :auogd VSn EL6S6 YJ 'oo?g0 aeTIQ uollnl?19a00 OZ S3K ONd38PI TOOT OS'bs OO:SZ:6T QZ 1 10 1 abed ysyLLI-L-- a g — L' S. L661-90'�ZO F- -2, P LA)'::: IS -12 S -o 19 1) L,J 0712- t- 0 0 16) f- 266"( oS�) , l2�/ - 66- - e- C) (0) 1, E/z- 05 12- 4 0) 5,4q o 5-1) 4- 10(, ae cr. 27 F- -2, P LA)'::: IS -12 S -o 19 1) L,J 0712- t- 0 0 16) f- 266"( oS�) , l2�/ - 66- - e- ............................. . 31 sdTJ 080'96 < UA sdil OOZ'IS < P*oq*S'.(o.d)t=oA=uA sdij SEg•gi < (pale aAt;oa;;a) (;au d)=nA <40>: IIoi40e ARM opal - speoi paioloe; - noisaa; Ieuo6et0 sdt4 OZ6'SZ < UA sdTX 008'8Z < PxMq S'.(o3)Z=oA=uA sdt4 508'9 <. (Pale aAt;oa;;a)*(;au d)=nA <yo> uotlaP APIA auo - speoj paiogoP; - notsuaJ ieuo6Pt0 ----------------------------sassalIS 6at o0 (9aWT+ I W T ) 3sX 666'1 < ainssaid 6uiieaq paioped 3sx 98i'i < ainssaid 6utieaq IaN <yo> ;sy 9EE'1 < ainssaid 6utipaq Ieloy sdTJ OZO'Zi < Ietse d Ie;oy sdTX 0SE'I < 4g6taM 6ut4001 sagoui 000'8 < (P) ';utas o; a3nP491Q <xo> sagoaI O W N < (q) ssauyoig; 5ut;oo3 4aa; 000'E < HTS 6at4001 ------------------------------ e;ep 6aijood------------------------------ I 006' < i I 6Z8'81 < m M 000'06 < All M 005'Z < 3,3 ---------Iaals 6UTOJO;a;aB---------- I------------- aaalauo0-------------- 000'08 < $ ppoi aAtq i3/sdtX 000' < peoi mio;tup Q i SI K OL9'Oi < d f1Ix OOS i <Apedea 6s to sdi rOV n ---_ = eq'eP itog-------------- I -------------peep PRO q------------- ( O << I -d « uoi;dtiasa0 ------------------------------------------------------------------------ L6/9 /Z 6uT400; ;utod £6 -OE -6 Aag --------------------------------------------- -------------------------- Nd E6: Z ZOIJ Id CL L -M -a sieq L 'ON i M a sieq 9 OR i I w a sipq S 'og Z wa sjpq 6 ON Z 1--}aama3io;atai mnmtaiW--- :Aq paumd se ;uamaoio;utaJ mnmtatW Z.u? L9£' _ I3/Z.ut ZZI' < (3)Oi9Z 0811 sy paiinbai 'UIW Paiidde aseaiout HE Ei00' < (;)0i9Z 08(1 d paitnbai •u!K Z.ut 9LZ' = 3A/Z.NI Z60' < (;uamom 6uipuaq) sy paitnbaa 0100' < (;uamom 6aipuaq) d pambag isd SL6'LE < Z.Pq(�/nN)=uH paitnbaN J3/sdTN-I3 L8i'Z < Z/Z.iq (Iaa d)=nW --------------------------Iuamaaio;atai 6UTJOOJ ------------------------- sdTJ 080'96 < UA sdil OOZ'IS < P*oq*S'.(o.d)t=oA=uA sdij SEg•gi < (pale aAt;oa;;a) (;au d)=nA <40>: IIoi40e ARM opal - speoi paioloe; - noisaa; Ieuo6et0 sdt4 OZ6'SZ < UA sdTX 008'8Z < PxMq S'.(o3)Z=oA=uA sdt4 508'9 <. (Pale aAt;oa;;a)*(;au d)=nA <yo> uotlaP APIA auo - speoj paiogoP; - notsuaJ ieuo6Pt0 ----------------------------sassalIS 6at o0 (9aWT+ I W T ) 3sX 666'1 < ainssaid 6uiieaq paioped 3sx 98i'i < ainssaid 6utieaq IaN <yo> ;sy 9EE'1 < ainssaid 6utipaq Ieloy sdTJ OZO'Zi < Ietse d Ie;oy sdTX 0SE'I < 4g6taM 6ut4001 sagoui 000'8 < (P) ';utas o; a3nP491Q <xo> sagoaI O W N < (q) ssauyoig; 5ut;oo3 4aa; 000'E < HTS 6at4001 ------------------------------ e;ep 6aijood------------------------------ I 006' < i I 6Z8'81 < m M 000'06 < All M 005'Z < 3,3 ---------Iaals 6UTOJO;a;aB---------- I------------- aaalauo0-------------- 000'08 < $ ppoi aAtq i3/sdtX 000' < peoi mio;tup Q i SI K OL9'Oi < d f1Ix OOS i <Apedea 6s to sdi rOV n ---_ = eq'eP itog-------------- I -------------peep PRO q------------- ( O << I -d « uoi;dtiasa0 ------------------------------------------------------------------------ L6/9 /Z 6uT400; ;utod £6 -OE -6 Aag --------------------------------------------- -------------------------- Nd E6: Z ZOIJ Id CL L V( PT FTG2 2:43 PM ----'-------------------------------------------------------------------- Rev 9-30-93 Point footing 2/ 6/97 ------------------------------------------------------------------------ Description >>F-2 >> -------------Load data ------------- I -------------- Soil.,data--- j--- P > 12.990 kips (Soil brg capaci;ty> (1.500 ksf Uniform load > .000. kips/ft I Live load % > 80.000 1 --------------Concrete-------------1----------Reinforcing steel --------- F'c > 2.500 ksi IFy > 40.000 ksi ' m > 18.824 1 > .900 ------------------------------Footing data ------------------------------- Footing size > 3.160 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.498 kips Total P axial > 14.488 kips Total bearing pressure ,> 1.451 ksf <ok> Net bearing pressure > 1.301 ksf Factored bearing pressure > 2.133 ksf (1.7*LL+1.4+DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 8.405 kips Vn=Vc=2(F'c)'.5*bw*d - > 30.336 kips Vn > 27.302 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 20.355 kips Vn=Vc=4(F'c)'.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 2.663 ft=kips/ft Required Rn=(Mu/f)bd"2 > 46.232 psi Required p (bending moment) ) .0012 Required As (bending moment) > .112 IN'2/FT = .355 in'2 Min. required p UBC 2610(f) > .0016 33% increase applied Min. required As UBC 2610(f) > .149 in-2/ft = .472 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement --I .3 No. 4 bars e.w. I' 2 No. 5 bars e.w. 2 No. 6 bars e.w. 1 1 No. 7 bars e.w. 1 �S PT FTG2 2:44 PM --- -------------------------------------------------------------------- Rev 9-30-93 Point footing 2/ 6/97 ------------------------------------------------------------------------ Description )>F-3 » -------------Load data ------------- I ---------- -Sail data ------------- P > 7.600 kips ISoil brg capacity> 1.500 ksf Uniform load > .355 kips/ft Live load % > 80.000 1 --------------Concrete-------------I----------Reinforcing steel --------- F'c > 2.500 ksi IFy > 40.000 ksi M > 18.824 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.670 feet Footing thickness (t) > 12.000 inches- <ok> Distance to reinf. (d) ' > 8.000 inches Footing weight > 1.069 kips Total P axial > 9.617 kips Total bearing pressure > 1.349 ksf <ok> Net bearing pressure > 1.199 ksf Factored bearing pressure > 1.966 ksf- (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 5.259 kips Vn=Vc=2(F'c)'.5*bw*d > 25.632 kips @ Vn > 23.069 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 13.145 kips Vn=Vc=4(F'c)-.5+bo+d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl'2/2 > 1.752 ft-kips/ft Required Rn=(Mu/f)bd-2 > 30.422 psi Required p (bending moment) > .0008 Required As (bending moment) > .074 IN-2/FT = .196 in -2 Min. required p UBC 2610(f) > .0010 33% increase applied Min. required As UBC 2610(f) > .098 in-2/ft = .261 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement --I 2 No: 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. I PT FTG2 2:44 PM < --- -------------------------------------------------------------------- Rev 9-30-93 Point footing 2/ 6/97 ------------------------------------------------------------------------ Description >>F -4 -------------Load data-------------I--------------Soil data ------------- P > 9.010 kips ISoil brg capacity> 1.500 ksf Uniform load > .374 kips/ft Live load % > 80.000 1 --------------Concrete-------------I----------Reinforcing steel --------- F'c > 2.500 ksi IFy > 40.000 ksi m > 18.824 @ > .900 ------------------------------Footing data ------------------------------ Footing size > 2.750 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.134 kips Total P axial > 11.173 kips Total bearing pressure > 1.477 ksf <ok> Net bearing pressure > 1.327 ksf Factored bearing pressure > 2.177 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 6.236 kips Vn=Vc:2(F'c)'.5*bw+d > 26.400.kips 0 Vn > 23.760 kips Diagonal tension - factored loads - two way action <ok> Vu:(P net)*(effective area) > 15.496 kips Vn:Vc=4(F'c)".5*bo+d > 51.200 kips Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 2.058 ft-kips/ft Required Rn=(Mu/f)bd-2 > 35.727 psi Required p (bending moment) > .0009 Required As (bending moment) > .086 IN'2/FT : .238 in'2 w Min. required p UBC 2610(f) > .0012 33% increase applied Min. required As UBC 2610(f) >. .115 in"2/ft : .316 in^2 ) Minimum reinforcement as governed by: ---Minimum reinforcement --I 2 No. 4 bars e.w. 2 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 776 .a PT FTG2 2:44 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 2/ 6/97 ------------------------------------------------------------------------ Description W-5 -------------Load data-------------I--------------Soil data ------------- P > 5.440 kips ISoil brg capacity> 1.500 ksf Uniform load > .738 kips/ft Live load % > 80.000 1 --------------Concrete-------------I----------Reinforcing steel --------- F'c > 2.500 ksi IFy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.330 "feet Footing thickness (t) > 12.000 inches - <ok> Distance to reinf. (d) > 8.000 inches Footing weight.. > .814 kips Total P axial > 7.974 kips Total bearing pressure > 1.469 ksf <ok> Net bearing pressure > 1.319 ksf Factored bearing pressure > 2.163 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension factored loads - one way action <ok> Vu:(P net)+(effective area) > 4.191 kips Vn:Vc:2(F'c)'.5xbw*d > 22.368 kips � Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> Vu:(P net)*(effective area) > 10.780 kips Vn:Vc:4(F'c)'.5*bo*d > 51.200 kips � Vn > . 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl'2/2 > 1.468 .ft--kips/ft Required Rn:(Mu/f)bd-2 > 25.481 psi Required p (bending moment) > .0006 Required As (bending moment) >' .062 IN-2/FT : .143 in -2 Min. required p UBC 2610(f) > .0009 33% increase applied Min. required As UBC 2610(f) > .082 in-2/ft : .191 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement --I 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 - No. 6 bars e.w. 1 No. 7 bars e.w. 1-b PT FTG2 2:45 PM --- =------------------------------------------------=------------------ Rev 9-30-93 Point footing 2/ 6/97 ------------------------------------------------------------------------ Description >>F -6 -------------Load data ------------- I -------------- Soil data ------------- P > 10.460 kips ISoil brg capacity> 1.500 ksf Uniform load > .000 kips/ft I Live load % > 80.000 1 --------------Concrete-------------I----------Reinforcing steel --------- F'c > 2.500 ksi IFy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data ------------------------------ .Footing size > 2.830 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.201 kips Total P axial > 11.661 kips Total bearing pressure > 1.456 ksf <ok> Net bearing pressure > 1.306 ksf Factored bearing pressure > 2.142 ksf (1.7+LL+1.4+DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)k(effective area) > 6.557 kips Vn=Vc=2(F'c)".5*bw+d > 27.168 kips 0 Vn > 24.451 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)+(effective area) " > 16.202 kips Vn=Vc=4(F'c)".5*bo*d >. 51.200 kips @ Va > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu:(P net)*bl-2/2 > 2.144 ft-kips/ft Required Rn=(Mu/f)bd-2 ) 37.227 psi Required p (bending moment) > .0009 Required As (bending moment) > .090 IN-2/FT = .255 in -2 Min. required p UBC 2610(f) > .0012 33% increase applied Min. required As UBC 2610(f) > .120 in'2/ft = .339 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement --I 2 No. 4 bars e.w. 2 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. I •M•a siPq L •od I I •M•a sieq 9.•oN T I. •M•a sieq S 'oN I -M-a sieq 6 oN Z 1--gnam8310;ulai mnmlutW--- Aq paujano6 se gaamaaio;utas mnmiutW Z.u? 9EZ' = U /Z.ul S60' < W 0T9Z Don sy pambai •uIW paTIdde aseaiout $EE 0100' < (3)OT9Z J80 d paiinbai -utW Z.ut OLT' = IM AI TL0' < (guamom butpuaq) sy paitnbad L000' C (guamom 6utpuaq) d paitnbad tsd 906'6Z < Z.pq WnW)=ud paitnbad 4;/sdtx-43 669'1 < Z/Z.Tq*(gau d)=nW --------------------------gaamaoio;nTai bUT4001 ------------------------- sdTX 080'96 < UA sdTX OOZ'TS < p*oq;S'.(3,3)6=3A=IIA sdTX L8S'ZT < (ease aAtgoa;;a)*(gau d)=nA <Xo> uot;oe AeM oMg - speol paiopel - uoTsuag Teuobeta sdTX 009'IZ < UA � sdtx 000'62 '< p*Mq*S'.(3,3)Z=oA=uA sdTX 6961 < (Pale aAtg3a33a)*(gaII d)=nA (10 uoT;aP hM auo - spPOT paiogoe;-.notsuag IPaobPTQ ----------------------------sassaigs bat100g---------------------------- (90 6'1+11 W I) 3sj 891'Z < ainssaid butieaq paiogoel 3s4 ZZ£'1 < ainssaid 6utieaq gaN <40> M ZL6'T < ainssaid bulieaq Tegoy sdtx OOZ'6 < . TPTxe d Iegoy sdiX REV < gg618M 6UT1001 sagout 000'8 < (p) ';utas og a3uegst0 qo> sag3ut O W N < (g) ssauxoigg 6u11003 gaa; 00S•Z < azis 6ut1001 ------------------------------egep 6utgood------------ ------------------ 006' < 6Z8'81 < m TSX 000'06 < All TSx 00S'Z < 3,1 --------- Tails 6utaio ata------------agaiouo 000'08 < % peoT aATI g;/sdTX ELS' < peoT mio;TaO 3sX OOS'1 <dgtaeden biq IioSl sdTN, OE8'9 < d -------------egep TToS-------------- I ------------- egep peol ------------- L-A<< uotgdTiosaO ------------------------------------------------------------------------ L6/9 /Z . 6at100; gutod E6 -OE -6 Aad ------------------------------------------------------------------- -- Wd S6: Z 2013 Id U -o PT FTG2 2:46 PM ---=------------------------------------------------- =------------------ Rev 9-30-93 Point footing 2/ 6/97 ------------------------------------------------------------------------ Description >>F -8 -------------Load data ------------- I -------------- Soil data ------------- P > 4.230 kips (Soil brg capacity> 1.500 ksf Uniform load > 1.120 kips/ft I Live load $ > 80.000 --------------Concrete-------------I----------Reinforcing steel --------- Vc > 2.500 ksi IFy > 40.000 ksi m > 18.824 >" .900 ----------------------=--=----Footing data ------------------------------ Footing size > 2.250 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .759 kips Total P axial > 7.509 kips Total bearing pressure > 1.483 ksf <ok> Net bearing pressure > 1.333 ksf Factored bearing pressure > 2.187 ksf '(1.7+LLi1.4+DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.895 kips Vn=Vc:2(F'c)".5*bw*d > 21.600 kips , Vn > 19.440 kips Diagonal tension.- factored loads - two way action ;<ok> Vu=(P net)*(effective area) > 10.098 kips Vn=Vc=4(F'c)-.5+bo+d > 51.200 kips � Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.384 ft-kips/ft Required Rn=(Mu/o)bd-2 > 24.023 psi Required p (bending moment) > .0006 Required As (bending moment) > .058 IN-2/FT : .130 in -2 Min. required p UBC 2610(f) > .0008 33% incfease applied Min. required As UBC 2610(f) > .077 in"2/ft,= .174 in^2 Minimum reinforcement as governed by: ---Minimum reinforcement --I 1 No. 4 bars e.w. I 1 No. 5 bars e.w. I 1 No. 6 bars e.w. I 1 No. 7 bars e.w. I 31 PT FTG2 2:46 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 2/ 6/97 ------------------------------------------------------------------------ Description W-9 -------------Load data ------------- I -------------- Soil data ------------- P > 2.640 kips (Soil brg capacity> 1.500 ksf Uniform load > 1.120 kips/ft I Live load % > 80.000 1 --------------Concrete-------------I----------Reinforcing steel --------- F'c > 2.500 ksi IFy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data --=--------------------------- Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 5.480 kips Total bearing pressure > 1.370 ksf <ok> Net bearing pressure > 1.220 ksf Factored bearing pressure > 2.001 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.668 kips Vn=Vc=2(F'c)'.5*bw*d > 19.200 kips @ Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 7.114 kips Vn=Vc=4(F'c)-.5+bond > 51.200 kips � Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl'2/2 > 1.000 ft-kips/ft Required Rn=(Mu/f)bd-2 > 17.368 psi Required p (bending moment) > .0004 Required As (bending moment) > .042 IN-2/FT = .084 in -2 Min. required p UBC 2610(f) > .0006 33% increase applied Min. required As UBC 2610(f) > .056 in-2/ft = .111 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement --I I No. 4 bars e.w. I 1 No. 5 bars e.w. I 1 No. 6 bars e.w. I 1 No. 7 bars e.w. I od- WT L = '7-(0l2. (, L's r) +, O Z O = 3 V-/. & ei � MA See, 33 GIRDER.BM 9:22 AM ---=-------------------------------------------------------------------- REV 8-12-92 TYPICAL FLOOR GIRDER 2/ 7/97 DESCRIPTION » Typical floor girder ----------------------------------DATA------------------------- ------ W UNIFORM > .683 KIPS/FT SUPPORT SPACING > 6.000 FEET SOIL BRG CAP > 1.500 KSF TRY > 5.500 , IN. X 7.250 IN. GIRDER --------------------------LUMBER DESIGN VALUES -------------------------- BASE VALUES SPECIES GRADE Fb Ft Fv Fcl Fc1 E DFL NO1-BM 1350 675 85 625 925 1600000 MEMBER ACTUAL WIDTH > 5.500 INCHES MEMBER ACTUAL DEPTH > 7.250 INCHES REPETITIVE (Y/N)? > N SIZE FACTOR Cf (APPLY TO Fb) > 1.058 SIZE FACTOR Cf (APPLY TO Ft) > 1.000 SIZE FACTOR Cf (APPLY TO Fc L) > 1.000 REPETITIVE MEMBER FACTOR Cr > 1.000 ADJUSTED VALUES - SPECIES GRADE Fb Ft Fv Fcl FcK E DFL NO1-BM 1427.742 675.000 85.0.00 625.000 925.000 1600000 --------------------------------ACTIONS--------------------------------- S REQ > 25.832 IN -3 S > 48.182 IN'3 <OK> A REQ > 36.159 IN'2 A > 39.875 IN'2 <OK> I > 174.661 IN'4 TOTAL LOAD DEFLECTION > .071 IN. <OK> -------------------------------- FOOTINGS ---------------=---------------- REACTION > 4.098 KIPS FOOTING SIZE > 20.803 INCHES SQUARE 12.000 INCHES DEEP *'f 44 C4- -71 I 61 5 q File >LATDATA3 9:37 AM 2/ 7/97 Rev 8-8-95 Wind pressures on structures I N U I T I E S Description >> 2.00 .0203 .0220 .0236 .0249 .0276 Outward Canopies or overhangs at eaves or rakes 4 2.80 Exposure > B .0349 .0386 Upward Roof ridges at ends of buildings Importance factor > 1.00 or eaves and roof edges at building Basic wind speed x 80.00 mph qs > 16.40 psf .0305 .0330 .0354 Roof pitch > 6.00 in 12 A > 26.57 degrees P R I M A R Y F R A M E S A N D S Y S T E M S * * * ridges away from ends of building 2.00 Direction .0220 .0236 .0249 .0276 Upward Ht. <0'-151> <201> <251> <301> <401> Assembly description Ce .62 .67 .72 .76 .84 Cq WALLS Windward walls .80 -.0081 .0088 .0094 .0100 .0110 Inward Leeward walls .50 .0051 .0055 .0059 .0062 .0069 Outward Total wall .0132 .0143 .0154 .0162 .0179 ROOF Wind perpendicular to ridge Leeward or flat roof .70 .0071 .0077 .0083 .0087 .0096 Outward Windward roof Slope 2:12 to less than 9:12 .90 .0092 .0099 .0106 .0112 .0124 Outward or Slope 2:12 to less than 9:12 .30 .0031 .0031 .0035 .0037 .0041 Inward Roof total .0102 .0107 .0118 .0125 .0138 Wind parallel to ridge and flat roofs .70 .0071 .0077 .0083 .0087 .0096 Outward E L E M E N T S A N D C O M P O N E N T S WALL All structures 1.20 .0122 .0132 .0142 .0150 .0165 Inward Enclosed structures 1.10 .0112 .0121 .0130 .0137 .0152 Outward Open structures 1.60 .0163 .0176 .0189 .0199 .0220 Outward Parapets 1.30 .0132 .0143 .0154 .0162 .0179 Inward/outward ROOF Enclosed structures Slope less than 9:12 1.10 .0112 .0121 .0130 .0137 .0152 Outward Open structures Slope less than 9:12 1.60 .0163 .0176 .0189 .0199 .0220 Outward L 0 C A L A R E A S A T D I S C O N T I N U I T I E S Wall corners 2.00 .0203 .0220 .0236 .0249 .0276 Outward Canopies or overhangs at eaves or rakes 4 2.80 .0285 .0308 .0331 .0349 .0386 Upward Roof ridges at ends of buildings or eaves and roof edges at building corners 3.0.0 .0305 .0330 .0354 .0374 .0413 Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0203 .0220 .0236 .0249 .0276 Upward k h v , j'� S 3�1 4 -ti . W/vtGU WUn th C,r I --z iOL,(� l/J I N (J Lo GN. D-+ moi: (6/-4 ao`I`{ = ,oN�`/, �-F ; IZg = ,53.E wy 2,4 Ln a i S Oti 91 / 2E3 37, — fit+= 2, 10K RF = 3,S9 F jZB = 2,lZ� KA-= KIK - i (.._il'�..� � nui,S� ^ �Z VA I 2a 0093) e vies -r w vi 1, A- S T-/ W&S �,.�� : C/7_+l,S� , ooyy a ��Z(a�SYJ - 1(8 �`/� f2S I WL ylf VQ1 3 6 Za I,a w,= Cis/z+s), o y .o�LVl w�- joy. easr/ wgs r _ w�= C3/it.S+S� -�D = y0K CS S r/-leST 03 py P SII Q1 ,-z vl P3 WI= LsoC�,y� (-7),,)lJ �L _ L3`( (.ol�f� F ��Z��c),ol], r03 = , o-ID�/ DIY 4. Pr= C3o(2) 2(-a14� f IZ(q/z) 2(--01 l03 = . c.sy PL= •y�K vj( WsCaoCI OJ W� C/ -5- C 0 1 1) W- f/z 60,a (01 Pa, S -(L) 3 I Qasr �eSr D� TI T, T5 L 27 w'� L�Coll)t 0)] .(o3 Oyl7Ky, 03 0 K res= ,ASK ,N/ a ,rev- IeacI locadS -�l Pr- I•�/2 - •ssf- 5=.gSk /' Z = . oso I- 3 I I`� I PL Wi W Z wy Yo (9ce o3 -7 k/ C W3=103 3C,aio)],(03 = OYI )6.1 ez, = P', - -7 /7-- _ S- D7 TT S�ecfpm,c 51 P 206 J,103 = . oil �f(or)�,/0� .065V � I•DSK z� p -P� - W Ps-,S(otF- Kz - IA3' �.a57- weS D8 l�z P —f 5' �,s� IJ/ oppj,- fe•-j- 0 �I e a.S-r� weS T • W i I Qr Tv W(, A } • (Y1�UtC �Q�e�/U 1 (Gods Iu e6Jn (s Tr J �.70+Z,1�3+,�t- .g3+•S6 =S,�Z� -�r�-+�,`(,5'-� .6Z-I,s��-I I.oS {-,qf 7,97'` I2,(o(oK + �V)CA9, S.Q uPo a C iA9- J(- Sizlsm,(- -7G 0f Z-4 ot) -V—O— V= ry 0 a 0 -�3 File >SBEARW ' -------------------------- 10:41 AM 2/19/97 Rev. 7-20-95 7 --------------------------------------------- . Shearwall schedule ------------------------------------------------------------------------ Description )> ----------------------------------------------------------7------------- Mark Description RF DF 1 3/8" cdx plywood with 8d nails .216 .264 at 6", 12" o.c. 2 3/8" cdx plywood with 8d nails .315 .384 at 4", 12" o.c. 3 3/8" cdx plywood with 8d nails .403 .492 at 3", 12" o.c. 4 1/2" cdx plywood with 10d nails .492 .600 at 3", 12" o.c. 0 -�3 IkNc,� M -s. z \' 3 ° (- Il;y/) y,3Z►� b yy k E e C cS�G/z- zxCo 12.0 COLLCTR2 2:33 PM 2/17/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design Description > Upper level - line 1 --------------------------------- SUMMARY --------- =-------------- V1 > 2.330 kips ' V2 > kips Length subject to V1 > 40.000 feet Diaphragm shear due to V1 > .058 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .194 kips/ft <Shearwall v> Segment W/O Wall Opng. V1. V2 Force 3.000 w 3.000 y .000 8.000 o 8.000 y .408 3.000 w 3.000 y -.058 12.000 o 12.000 y .350 3.000 w ' 3.000 y -.350 8.000 0 8.000 y .058 3.000 w 3.000 y -.408* S-,33 S J I VI CL ( ✓l y IS-Y/,zl�(- A-,NC/� 0--l- dolls - I G& r b -a A3s'cJ ..O L C� �T —I ); I 5,Z3 `fS�J`1 I, as die Cs/4/Z-zxb 0 COLLCTR2 2:49 PM 2/17/97 ------------------------------------------------------------ ----------- Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >>Upper level - line 3 ---------------------------------SUMMARY-------------------------------- V1 > 1.140 kips V2 > kips Length subject to V1 > 27.910 feet Diaphragm shear due to Vl > .041 kips/ft Length subject to V2 > feet Diaphragm shear due.to V2 > kips/ft Shear per foot - shearwalls (v). > .214 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 5.330 w 5.330 y .000 15.750 o 15.750 y .922 h 6.830 0 6.830 • y .279 7A -"�O Dz 0-0 . V,U;I;yy A- �9 COLLCTR2 3:54 PM 2/17/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >>Upper level - line 5 ----------=----------------------SUMMARY-=------------------------------ V1 > 2.990 kips V2 > kips Length subject to V1 > 32.000 feet Diaphragm shear due.to V1 > .093 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > ' .374 kips/ft <Shearwall v> Segment W/O Wall Apng. V1 V2 Force 16.500 o 16.500 y .000 7.500 0 7.500 y -1.542 8.000. w 8.000 y -2.243 GC. (ST622`- 4 1,IJ ----------- 60 via( (w 'IbVi3q; s- 3S- C� OT - e CS /6 COLLCTR2 2:06 PM 2/18/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >>Upper level - line 6 ---------------------------------SUMMARY-------------------------------- V1 > .770 kips V2 > kips Length subject to V1 > 16.500 feet Diaphragm shear due to V1 > .047 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .134 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force " 5.750 w 5.750 y .000 10.750 o 10.750 y .502 SrII hGrIrNG A -3S c,fi P f6--,Ct 16d 0- I ' 0-C 7J3 CAI )LII �I2 C�- OT w�-_ I o(,olo)+ 3(-0l�) - lyzki" i (,I 2k`tre C= 0516 �2� Zr.6 COLLCTR2 2:18 PM 2/18/97 ' ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------_------------------------------------------------ Description >>Upper level - line 9 ---------------------------------SUMMARY-------------------------------- V1 > 1.330 kips V2 > kips Length subject to V1 > 24.170 feet Diaphragm shear due to V1 > .055 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .076 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 8.750' w 8.750 y .000 6.670 0 6.670 y .184 8.750 w 8.750 y -.184 y-r�A 61-1 Un 6o It A3Saf f4ad O -C � � � w Ju f L/ r� (.11b) COUCTR2 2:27 PM 2/18/97 -------------- --------------------------------------------------------- Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >>Upper level - line A ---------------------------------SUMMARY------------------ -------------- V1 > .710 kips V2 > kips Length subject to V1 > 27.000 feet Diaphragm shear due to V1 > .026 kips/ft. Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .118 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 6.000 w 6.000 y .000 21.000 o 21.000 y .552 V pp"." �0•�l wC'Q i6.C--)(y _ p G 6-35 - , �- Siff C 2 , t"L cv,,o)_r2��(v, S C,2�6� % P, o� 3 Z 4 C, -t, cs r e., (L� . l bb COLLCTR2 R 2:38 PM 2/18/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description » Upper level - line B ---------------------------------SUMMARY-------------------------------- V1 > 2.120 kips V2 > kips Length subject to V1 > 43.750 feet Diaphragm shear due to V1 > .048 kips/ft Length subject to V2 ,> • feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .128 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 13.750 o 13.750 y .000- 13.500 o 13.500 y -.666 16.500 w 16.500 " y -1.320 — G S /6 ' 6-7 AN(4-5 A -3S - ( 61 E) =E-0 C- I 6 1, 'D, -C - cs �1 COLLCTR2 2:46 PY 2/18/97 • -------------------------------- M --------------------------------------- Rev ------------------------------=--------------------------------------- Rev 2-13-94 Collector design ---------------------------------7-------------------------------------- Description » Upper level - line F --------------------------------- V1 - > 3.590 kips V2 > kips Length subject to V1 > 40.250 feet Diaphragm shear due to V1 > .089 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .319 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force , 11.250 w 11.250 y .000 2 9.000 0 9.000 y 2.587- 20.000 o 20.000 y 1.784 — S7G22y SlI' h�ll�h� ,ll cl;�- 0 s -,j i,4 ct �I C, -7/ COLI,CTR2 2:55 PM 2/18/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design -------------------------------------- -------------------------------- Description » Upper level - line R ---------------------------------SUMMARY--------------- V1 > 2.100 kips V2 > kips Length subject to V1 > 19.750 feet Diaphragm shear due to V1 > .106 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .221 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 4.750 w 4.750 y .000 10.250 0 10.250 y .545' 4.7.50 w 4.750 y -.545 i wJj 3 O A k G •ISH/,3oZ= X505 35(Ai' P (cure �3S�ai S�l� C, r= 0 0 3C, -30Z) — � �Z r0 , 9 r Z, C SJ / 2.,SG-4- 1,N;K'= h�s�� `fx6 �3 COLLCTR2 3:33 PM 2/18/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design --------------------------------------------- --------------------------- Description >>Lower level - line 1 ---------------------------------SUMMARY-------------------------------- V1 > 1.810 kips V2 > kips Length subject to V1 > 14.000 feet Diaphragm shear due to V1 > .129 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .302 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 3.000 w 3.000 y .000 8.000 6 8.000 y .517 3.000 w 3.000 y -.517 `fp.`J�� -- �3S C� 61 0, IUS� s- (3) I-qq '►ndSA-/ z-zx6 SST Z.o COL,LCTR2 3:43 PM 2/18/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design -----------------------------------------------------------=------------ ' Description >>Lower level - line 1 ---------------------------------SUMMARY-------------------------------- V1 > 1.470 kips V2 > kips ; Length subject to V1 > 14.000 feet Diaphragm shear due to V1 > .105 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .245 kips/ft <Shearwall v> Segment W/O Wall Opng. Vi V2 ' Force 3.000 w 3.000 y .000 8.000 0 8.000 y .420 3.000 w 3.000 y -.420 S,II �10L( A-3 T (k p �G 4� -0 2A -S773 // 191 F.- 2A - S7 73 . - ... -- k-- .. i COLLCTR2 3:57 PM 2/18/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description » Lower level - line 2 --------------------- - ---------- SUMMARY -------------------------------- V1 > 1.830 kips V2 > kips Length subject to V1 > 25.000 feet Diaphragm shear due to V1 > .073 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .215 kips/ft <Shearwall v> Segment W/O Wall Opag. V1 V2 Force 8.500 w 8.500 y .000 8.000 0 8.000 y 1.208 8.500 0 8.500 y .622 � C) r�� OV G�-- 0 T w c�� (.S z- ix y/O-- z- Lx.6 ?7 C04LCTR2 4:05 PM 2/18/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description »Lower level - line 4 --------------------------------- SUMMARY --------------- =---------------- V1 > .840 kips V2 > kips Length subject to V1 > 29.250 feet Diaphragm shear due to Vl > .029 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .124 kips/ft <Shearwall v> Segment W/0 Wall Opng. V1 V2 Force 6.750 w 11.000 6.750 y 11.000 .000 n o y .646 (6 11.500 o 11.500 y .330 a 1/7 cl, ct e -c- Am Jvt v, bD 3� 9 A -3 t F CL COLLCTR2 4:18 PM 2/18/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description » Lower level - line 5 ---------------------------------SUMMARY----------------=--------------- V1 > 3.510 kips V2 > kips Length subject to Vl > 32.000 feet Diaphragm shear due to Vl > .110 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .439 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 8.500 0 8.500 y .000 0- � ( G 15.500 o 15.500 y -.932 —� 8.000 w 8.000 y -2.633 i, I-Kq L.AJ s� / - Z -S3 : .60S &10 Dv- 66 z-5-3 3 T a + b(671 A--31 ci 1/0, t q,- A 7K ss C04LCTR2 4:39 PM 2/18/97 ---------------------- ---------------------------------------- =--------- Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >>Lower level - line 7 ---------------------------------SUMMARY-------------------------------- V1 > -1.520 kips V2 > kips Length subject to V1 > 20.000 feet Diaphragm shear due to V1 > .076 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 >, kips/ft Shear per foot - shearwalls (v) > .253 kips/ft <Shearwall v> Segment W/O Wall Opag. V1 V2 Force 6.000 w 6.000 y .000 14.000 o 14.000 y 1.064 ........... L/ 0 Z If 3 s! I( ow bo 11 s (fz ------ --- -- 1 gH w COLLCTR2 10:01 AM 2/19/97 ----------------- Rev 2-13-94 ----------------- ------------------------------------------------------ ------------------------------------------------------ Collector design Description >>Lower level - line 8 ----------- =--------------------- SUMMARY --------------=----------------- V1 > 2.930 kips V2 > kips Length subject to V1 > 44.000 feet Diaphragm shear due to V1 > .067 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 X kips/ft Shear per foot - shearwalls (v) > .366 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force .20.000 o 20.000 y .000 LSr� 16.000 o 16.000 1y y -1.332 8.000 w 8.000 -2.397 w IrY 0 LlZ- S��l �,url,ay k its ,82/366= Z.,Zy. A35-0+ (OIcXe ! 1' a- Sr0 a -z t- - 4- a f c -7, 21,5 S��l �,url,ay k its ,82/366= Z.,Zy. A35-0+ (OIcXe ! 1' a- Sr0 a -z t- - 4- a f c C06LCTR2 10:37 AM 2/19/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description »Lower level - line A ---------------------------------SUMMARY-------------------------------- V1 > 7.860 kips V2 > ' kips Length subject to V1 > 42.000 feet Diaphragm shear due to V1 > .187 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .366 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 6.000 w 6.000 y .000 6.000 0 6.000 y 1.071 6.500 w 6.500 8.500 0 8.500 y 1.�Q� 4.500 w 4.500 y -.4ft 6.000 0 6.000 y .320 L 4.500 w 4.500 y -.803 -7, -7 s, it h01(ltll-9 f 15 3 Az/,5-q3 I'& -f -3 5X Cr- OT �7, 6 6C, 4-A - K,6 E, -U- s q- G "-I 3q"" V\ ci;- U-,- X10 K.3 ®8 -0 0 C. 4y -Qq fill CK- bT' k" D -Q ;- q, 7 s (I 'P 1) �, C, ca k 5-,g '5 S7-6 LO S. a �F COj.LCTR2 11:20 AM 2/19/97 ---------------------------------------------------------------=-------- Rev 2-13-94 Collector design ----------------------------------------------------7------------------- Description >>Lower level - Line G --------------------------------- SUMMARY --------------------- =----------- V1 > 3.690 kips V2 > kips Length subject to V1 > 34.250 feet Diaphragm shear due to V1 > .108 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .434 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force k• 15.250 o 1 15.250 y .000 8.500 w 8.500; 1 y -1.643 3 10.500 o 10.500 y 1.131 4 _. ql h o e Os ' oS 12,0 SM Oadl-k� 3, z,3 A13 c,l' ,o 01 —14 ww- C.O, 6-0 = /7.0 CK— O -r to J 0 1� 7,0���,� C 1��FA-/2 -zx r r t 1 FIt :,CLCTR2 11:29 AM 2/19/97 ------------------------------------------------------------------------ Rev 2-13-94 , Collector design ------------------ --------------------------------------- Description »Lower+level - Line I ------------------------- --------SUMMARY-------------------------------- V1 > 3.050 kips V2 > kips Length subject to V1 > 28.000 feet Diaphragm shear due to V1 > .109 kips/ft Length subject to V2 I > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwattlls (v) > .254 kips/ft <Shearwall v> I Segment W/O Wall Opng. V1 12 Force 6.000 w 6.000 y .000 16.000 o 1 16.000 y .871 6.000 w 6.000 y -.871 i ti .4 • ENVIRONMEf MLNFALTj r0 -e 2 8 2005 .ti 7 COUNTYMM- OIC u: A — — �v (9 J .: 1�kzo 0 0 x wLLJ � J�Q �arvo�3s ul 0<0 _ _ \ ca.._._..0 w �,n6 ifs' i lu U \ v Q_ Z `o lu <20 E / ICA o C0. zQ Q 3 W } 0 A v :6uW8d IVAQdddV NVId Mialins-NOISIAIO ON NVId 0 0 C BUTTE COUNTY BUILDING DIVISION.. APPROVED u:5 •+�•' .'•vSi -:.1 d;y..M.t�.� x- c1,�'.-•�+"�4 t>6r�{ _ _ Ips, �o� o _ BLUE P4D �.'Gaestoe osin end$ Mat in - g Si 1954 iNet downUNE"wl daitt,o,5� ey�en�l GENERAL POOL SPECIFICATIONS: (Temp.# SUR. �S MAXIMUM WIDTH: + 77' .PERIMETER: AREA: J Z �..., n_. m I -A.... _ _ �rrZv gXas.... - , ! � - BLUE WkWN OFFICE: EXCAVATION _ It _.� _ } - - -' - - - - - - ' -' - 'i = -- Access Front i�Ta Type , _.._� _.. , .yam T , -� I - HE - - Dirt Risers Bob Cat S � Color Remove I I Remove Stu DtIngs �TVI'-Remove Fence Masti -- c 5 R Replace Fence DrainLU s Remove Concrete _ ,. O�� - d S F i �::e S t one ete Ft. C% rfidild I I • ). �� _� EQUIPMENT IFilter Type i7e — j . - -, -t-r --T'-�-� - ' ®,(J '_ _ L Pump HP 2 So 1 Sr) QC.... ! _ ; ._i . .� i .�..t = j'- ' Expanse oil Steel Patterns Smart Boz Yes 60 0� - Yes ISD i� i3L 11 _ _ .... }- r: . ' r I" � PLUMBINGSmart Pure 6 Y + ! �- "; • E Smart Light Yes { � Ftg: -- r jj _-- •- _ ---- -- - 500 W Li ht Yes � i • Filter _ P Trap — ash Line • � + : mart Vac ., R L ! Gas Line Ftg He er BTU Lines Pro I i s J i f Drill Drive ' — r•i i I i iF i j' ; T r : Sl de -(•--�• T I T --{- - ., � Board r .. I I ,T.4 _l_ _ r_ fi.. _r...:.. i._r _ a.. _ , R Water Fe ture 1 .. ! un T C� , . �--E •-�-- i-��- t_+.' j �( � _1.._ .-•}'-j-�- r-•�-r - 'j j � .i r � By Ftg �� i I ELECTRIC r_T GUNITE _ _Sit i rIc ,..._ -- I I. ---r-- � CASTER -- - —' i y Love Seat" r - Swim Out DV olor 1 - 1 ,_ .. ...:. __..., x-�•- � •' --• ' -•-' -- - .....I._ _ �._ :. ,._ , .. .. - -Ext. 2nd Ste `^� 1s 1 f �•d(T •C�r� SPA R.B.B. in. X Ft. i :�"_- i_ R.B.B. in.X Ft. (Size Out L.4 � ' -r , lumbi un COPING Dam Wall Length • T_T` 1 I i , i _ i - .. , ...._.�-- ' I �.r..1_�_1.._�_� _.L., .r ._it •_r -! _�--1'-- _J. 1i .ry..._'- F �3 � I. Number JetsType —{_.1'Blower Yes o TILE Remote Model # _• _cG I 1 " t Spa Side Switch Yes i .'i t I a_ _ rr , '.. - - - r � � - Spa Dam - . .. Accent Tyle i Smart Light I j � � - \ Yes o +-j 1 -i- a - - ; -� ! Watt Light Ye ..,. ;-i. 100 BUYER _� Initials _, i • ..: ��' f .. +.. i .. _ _ ., ._ ; •APProve above specification y �. t �+ r •Approve equipment location !." ! i I i i i i '+ .._... _.__ _- _ - _.... _ _ .. _ _ _ _ _ _ Understand that decks shown is for purposes o and 'n s r il�ustr ti n a o ur o only .:* % i �-1- y�••-.�.�...�:�, `� .' i n 9 P Y _4 - ;. �_ , ;... _ ! _ understand that they are to receive square feet f de i'I' -} j t > tG _} . I Tir1i _ n_ -,,,nature are c� Da , � epairEspecially For: ToTte ----�Z J(` r! ms I I / � d f Street 1i� C %� Cif 9 J G .. - __..._ ....... i a ; � sty , t zip '• tr r I T�" � a�(4 - j Home Work Phone T r 81 IT Designer'G OUNTY ! I i .�Q�,. t4�, -J=1 I I , f ? r, - ,. I �. fi._:- -F - - - - - - - '�_ ; , Lot Block TrUILKI +=�=(' _ --:..I._ .. L..j ., P PROVED _ A Ma sco No. 1 ,. i b ® - o l� `�-•- - �_ _ __ ��_ _�_. -1-"r" -1_. _ f . ..t . _ 1 . F. ! _ ' _ _ — _— �_ �� �� �� wi w �� IAMW ►.��s�►��f��O�sA,►®�!�'_ 5 NOR -°x�_a� o bod R -e" 3 Gafestor seltostehd sK fat 1n Wet:sow��IITEiiirijCe�xatttcl,sev°ays' _ I BLUE ,\lE N P 9 D LS Si 1954 BLUE gAVEN OFFICE: 5vo GENERAL POOL SPECIFICATIONS: (Temp.# ) SUR. � MAXIMUM WIDTH: 7-0 PERIMETER: AREA:G Z EXCAVATION - Front Bob Cat Remove Dirt R'r .., Remove Stump(s) Effi emove Fence r Replace Fence - �e = - Remove Concrete S.F. - - NA _ - I : 4-_ a �,t one ate t _... 1 I Patter .. Cy —— — \ — On -T•-' ' • '�, Expans e- oil Steel Pattern LEI ' �-- ®�-�T.' � �., PLUMBING C92T _ D ` Filter Run g. Ft --, - ` '�O�G: '! Return Lines =�s t / { - - L -, Gas Line s Ftg t I -i Drill Drive �.�. -i• I_ ELECTRICA - - -': un By � Ftg -t -- -r i ! T I r } R ',- '{'-�-'-+r-,- - - r i : i , f f , • 1 ' ,. _.1. I _ _ i i - G o a Seat Swim Out �A ; Ext. 2nd Ste R.B.B. in. X Ft. _ i t . b R.B.B. in. X Ft. COPING -- - T Q� 1 -- -. . ;�_i _;-}._.�.�..�.�.� t-- -- ' -� +.�...-- ' - - F.. , .:._'�� - -•- - ' . ' � . -- - TILE _i Spa Dam Accent Tyle I I. I ? i I i i i a DECKIN i Type b Color.L� Risers Footings Mastic Drains C]l,A EQUIPMENT Filter 1�pe td �;p Pum 5) 2 So 1 SD Smart Box Yes ,ci Smart Pure Yes RB Smart Light Yesg n BTU Worms sti c, SPA 1 ! Size out ! Plumbing Run Dam Wall Length ! Number of Jets I Blower Hp Yes o Remote Model # I Spa Side Switch Yes Smart Light Yes �{o 100 Watt Light Yes fifo � a . : r .. t ; f � _ - _ - - - •- - -- I • _ r -�r _, ! ; �;. ;� _j�I ....:r t ii.. . � ii;;'tT: "''.:i•�.._ .S }- .�f Approve above specification 41 !; Approve equipment location t : i ..}_ r..;Understand that decking shown Is fo i t i —•' s r if) f i i J I ! I I !•'� t ...}. I - •! understand that they are to receive ° .i-_• 1 t Sign atura i 1 , I l P p ired is F _. _.:. _: a.�.. Especially .... _... ....; ,. �. T � �-.:.. .; I I � 1 I _..;.._ EY re a E c' I or: — 1 "' t-" I f - ..i r ! .: i � • ���"• 1, i i t �t. Tf el I , t - - I I 4� V j Street I I Y i I qqlb , (i .. _ (cc�v' Sova ct i ; i I- � City �4 1 zip S CJZ7 ZQ - -- Home Phone rk Phone is r - Designer , Job No, , Lot Block Tract Mapsco No. Initials Pur only and Poses Y _ square feet f'deck_ (� _ Date ZG J a07 „ m n zi r17 C) L 00 FUTURE SHOP 3 hP 719112.0-5,5 — 3i0 Qi., aW> \ n °0 -, o /y�'X2D \ \ MMRE ownwAY _ Q co OPEN; \ CowC, PST/O Ca�irC, P�Ti� I • I TO GHOP AREAzm //��,,CCee //�, ��TT Rgg nn \ d LEACH FIEL4 CONOU * U19kAT" "RET I I UTILI Y \ I LOPE MIN. 1/4FT ROM GARAGED � I• � 4 � Iwo � v: +; \ , _ N \ SEPTIC / \Q TANK / 1, L \e DRIVEWAY i SCM � __ • `Envi nvironmental Health \ 4 I 3 --- NOV 2.0 1997 Chico, C'alifomia \ , PROVIDE CULVERT DRAINAGE TO DRQ DOWN DRAINAGE 1 f °� F----- EOP E O . 055-310-0) � lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #06 Z3 Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDF/Butte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. Revised 09/24/06 1 S A F E Is W Q U I R E M E N T S 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Revised 09/24./06 2 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Revised 08/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ J (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: If the Building Setback is less then 30 feet from all property lines and/or the center of the road, / the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Kcviscd 09/24/06 4 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Revised 09/24/06 5 704A.1.2 Roof coverings Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in caves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.or2/Fireprevention/protplan/protplan.html Date Revised 08/24/06 6 Darren Read Fire Protection Planning I TITLE 24 REPORT _I Title 24 Report for: Randall Construction 6 Donner Lane Chico, CA 95928 Project Designer: Dave Wasney, Jr 1280 Orchard Way, Chico CA. 95928 Chico , CA 95928 530 519 9648 Report Prepared By: Ian Gilmore Evergreen Development 2530 Zanella Way Ste B Chico, CA 95928-7152 (530) 894-5590 Job Number: Randall Construction r' BUTTE COUNTY Date: BUILDING DIVI IQN 9/27/2006 It, APPROVED The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.2 by EnergySott Job Number. Randall Construction User Number: 5712 TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Summary Form WS -5R Residential Kitchen Lighting HVAC System Heating and Cooling Loads Summary 1 2 3 7 9 10 EnergyPro 4.2 by EnergySoR Job Number. Randall Construction User Number. 5712 Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R Randall Construction Project Title 9/27/2006 Date 6 1 jonnerJ ane Chico Project Address Building Permit X v "rar "en Development (530) 894-5590 flan Check/Date Docum ntation Author Telephone FneravPrn Cornpirldco Method 11 Field Check/Date Climate Zone TDV Standard Proposed Compliance '(kBtu/sf-yr) Design Design Margin Space Heating 15.16 17.22 -2.07 Space Cooling 24.26 26.57 -2.31 Fans 3.94 4.64 -0.70 Domestic Hot Water 23.38 12.81 10.56 Pumps 0.00 0.00 0.00 Totals 66.73 61.25 5.48 Percent better than Standard: 8.2% j BUILDING COMPLIES'- HERS VERIFICATION REQUIRED Building Type: W Single Family ❑ Addition Total Conditioned Floor Area: 717 ft2 , ❑ Multi Family Existing + Add/Aft Existing Floor Area: 0 ft2 Building Front Orientation: (W) 270 deg Raised Floor Area: 0 ft2 Fuel Type: Natural Gas Slab on Grade Area: 0 ft2 Fenestration: Average Ceiling Height: 8.0 ft Area: 10, ft2 Avg. U: 0.39 Number of Dwelling Units: 1.00 Ratio: 15.1% Avg. SHGC: 0.37 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume HC System 717 5 7387 Units Zone Type Type 1 on Conditioned _ Setback Hgt. Area —2 —nla OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall Wood 149 _Q_pgE R-15 R-0.0 970 4 Door 9 0.500 alone_ R-0 0 270 _90 Wall Wood 36 0.095 R-15 R-0.0 270 An Wnll Wood— 144 n_oa5 RAS R-0 0 —Ian cq)1 Wall Wood 52 00 5- R-15 R-0.0 190 an W211Wood 222 0-095 RAN R-0.0 an An Deer None 12 0"500 Nnnf R_0.0 on gn Wall Wood 1co n ps5_ _R15 R -n n n an Gains Condition Y / N Status JA IV Reference Location / Comments New 09-A4 9st Floor QX New 22_A4 ___ ___ 1st Floor EnergyPro 4.2 by EnergySoft User Number. 5712 Jab Number. Randall Page 3 of 10 Construction S Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R Randall Construction 9/27/2006 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U -Factor' SHGC2 Azm. Tilt Stat. Glazing Type Comments -I— Window Front W 52.0 0.IQ NFBD0= 37 NFRC 270 —.q(LNew Milgard Classic Lew -E Vinyl 1a_t Floor _2_ Window Front (1M 12.5 0.390 NFRC 0_37 NFRC 270 90 New Milgard Classic Low -E VinA 1st Floor 3 Window Right (S) 12.0 0.390 NFRC 0_37 NFRC 180 90 New Milkard Chssic Low -E Vinyl 1st Floor _4 Window Rear (E) 16.0 0.390 NFRC 0_37 NFRC 90 90 New Milgard Classic Low -E Vinyl 1st Floor 5 Window Left (N) 16.0 0.380 NFRC 0_37 NFRC 0 90 New MiIQard Classic Low -E Vinyl 1st Floor 1. Indicate source either from NFRC er Table 116A. 2. Indicate source ei(her from NFRC er Table 1163. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LFxd. REA. Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 2 Bug Screen 0.76 6.9 2.6 10.0 0.1 10.0 10.0 3 Bug Screen 0.76 4 Bug Screen 0.76 6.8 4.0 2.0 0. --U _2.0 5 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Run Initiation Time: 09/27/06 09:316.52 Run Code: 1159375012 EnergyPro 4.2 by EnergySoft User Number. 5712 Jab Number. Randall Page:4 of 10 Construction Certificate Of Compliance • Residential (Part 3 of 4) CF -1R Randall Construction 9/27/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC System Ducted Ducted Attic 8.0 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Ratedl Tank Energy Standbyl Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst (Btu/hr) (gal) Status or RE 1 (%) Ext. Takagi T -K2 Lame Gas No Pipe Insulation 1 185,000 0 New 0.85 0.00% 0.0 Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Lerigth (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation For small gas storage (rated input — 75000 Btu/hr), electric resistance and heatpump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with 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. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, Insulation installation quality, and building envelope sealing require Installer testing and certification and field verification by an approved HERS rater. Designer or Ow rryB ,sin P�ssions Code) Documentation Author Name: ���� ��// Name: Ian Gilmore Title/Firm: Dave Wasnev Jr Title/Firm: Evergreen Development Address: 1280 Orchard Way Chico CA. 95928 Address: 2530 Zanella Way Ste B Chico CA 95928 _ Chico CA 95928-7152 Telephone: 530 519 9648 Zf Teleph e: 1,5301"4f)590 Lic.: OL �M-U_ O � (signal (date) (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: EnergyPro 4.2 by EnergySoft User Number. 5712 Jeb Number. Randall Page:5 of 10 1 Construction Certificate Of Compliance : Residential (Part 4 of 4) CF -1 R Randall Construction 9/27/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified In this checklist. These Items require special written Justification and documentation, and special verification to be used with the performance approach. The local enforcement aaencv determines the adeauacv of the lustification, and may relect a building or design that otherwise complies based on the adequacy of the special Justification and documentation submitted. Plan Field The DHW System "Takaoi T -K2" is a Lame Gas water heater with Pilot Loss = 0 btuh. HERS Required Verification Items In this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- approved HERS provider using CEC approved testing and/or verification methods and must be reported on the CF -411 Plan Field Installation certificate. The HVAC System "HVAC System" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Cooling System "Carrier 38QRRR036-3 w/ FX4C036" includes credit for a 11.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. Run Initiation Time: /27/ 2 Run C 1159375012 Energyl-ro 4.2 by EnergySoft User Number. 5712 Jeb Number. Randall Page: 11 of 10 Construction Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (•) below. When this checklist is incorporated into the permit documents, the features noted shag be considered by all parties as minimum component performance specifications for the mandatory measures whether thev are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or initial applicable boxes or check NA if not applicable and Included with the ENFORCE- li permit application documentation. N/A DESIGNER MENT Building Envelope Measures .� 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ $ 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ 7 ❑ S 150(c): Minimum R-13 wag insulation in wood framed wags or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ apply to exterior mass walls). ❑ ❑ ❑ 150(4): Minimum R-13 raised floor insulation in framed floors or equivalent 1.1 -factor. ❑ ❑X ❑ S 150(s): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ ❑ ❑ 1. Masonry and factory -built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air Intake with damper and control, flue damper and control ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ S 150(f): Air retarding wrap Installed to comply with fi151 meets requirements specked in the ACM Residential Manual. ❑ ❑ ❑ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ S 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 permfinch. S 118: Insulation specified or installed meets Insulation installation quality standards. Indicate type and include ❑ a ❑ CF -6R Form: ❑ ❑ ❑ S 116-17: Fenestration products, Exterior Doers, and Infiltration/Exriltr2bon Controls. 1. Doers and windows between conditioned and unconditioned spaces designed to 11mR air leakage. ❑ ❑X ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain El EK ❑ Coefficient (SHGC), and Infiltration certification. ❑ ❑ ❑ 3. Exterior doers and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures $ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑X ❑ 3 150(h): Heating and/or cooling leads calculated in accordance with ASHRAE, SMACNA or RCCA. ❑ ❑ ❑ S 150(1): Setback thermostat on an applicable heating and/or cooling systems. ❑ ❑ ❑ S 1500): Water system pipe and tank insulation and cooling systems line Insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ ❑ ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or ether indirect hot water tanks have R-12 external ❑ ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is Insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shad be Insulated to Table 1503. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑ ❑ Indirect hot water tank shall be insulated to Table 150-3 and Equation 150-A- 4. Steam hydrenic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely In conditioned space. 7. Solar water -heating systems/oollecters aro certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.2 by EnergySoft User Number. 5712 Jeb Number. Randall Page:7 of 10 Construction Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the hems marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicabl* boxes when completed or check N/A if not ENFORCE - applicable. NIA DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) $ 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 801, 602, 603, 604, ❑ ❑ ❑ 605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 1811 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ ❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed In cavities and support Platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with doth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ ® ❑ 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ ❑ ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ ❑ ❑ maintenance, and wind. Cellular foam Insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that an cause degradation of the material ❑ ❑ ❑ 7. Flexible ducts cannot have porous Inner cores. $ 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating Instructions, no electric resistance heating and no pilot light. 2. System Is installed with: a. At least 36" of pipe between fitter and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional Inlets and a circulation pump time switch. ❑ ❑ ❑ 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ❑ ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btuthr) 118 (1): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined In Table ❑ ® ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-0, ❑ © ❑ luminaire has factory installed HID ballast. 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ❑ ❑ in Section 130(c), of permanently Installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ Q ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 118(d). 150(k)4: Permanently Installed luminaires located other than in kichens, bathrooms,ggarages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are confrolled by a dimmer switch OR are ❑ ❑ ❑ controlled by an occupant sensor that complies with Section 1'18(d) that does not tum on automatically or have an always on option. 150(k)5: Luminaires that are recessed Into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ F ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. $ 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming poolstw2ter features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. $ 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 118(d). EnergyPro4.2 by EnergySoR User Number. 5712 Job Number. Randall Page:i of 10 construction Residential Kitchen Lighting Worksheet WS -5R Randall Construction 9/27/2006 Project Title Date At least 50% of the total rated wattage of permanently Installed luminaires In kitchens must be In luminaires that are high efficacy luminaires as defined In Table 150-0. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following Information for all luminaires to be Installed In kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity Watts Other Watts Yes No F x = or Yes No x = or Yes No x = or Yes No x = or Yes No x or Yes No x = or Yes No x or Yes No x or Yes No x or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Total A: 0 t3: 0 COMPLIES IF A z B YES ® NO ❑ i EnergyPro 4.2 by EnergySoft User Number. 5712 Jab Number Randall Pale•9 of 10 Construction HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Randall Construction 9/27/2006 SYSTEM NAME FLOOR AREA HVAC System 717 Number of S stems 1 Heating System Output per System 31,200 Total Output (Dtuh) 31,200 Output (Stuh/sgft) 43.5 Cooling System Output per System 35,100 Total Output (Stuh) 35,100 Total Output (Tons) 2.9 Total Output (Btuh/sgft) 49.0 Total Output (sgf rron) 245.1 Air System CFM per System 1,257 Alrflow (cfm) 1,257 Airflow (cfm/sgft) 1.75 Airflow (cfmlTon) 429.7 Outside Air (•/.) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions cvr 22.0 of 69.3 of Outside Air 0 cfm Supply Fan 1257 cfm 69.3 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK J1COILHTG.PEAK CFMISensiblel Latent JCFMJ Sensible 459 9,370 492 649 8,926 0 1,240 915 0 0 0 0 01 0 0 1,727 -1,727 1,240 915 13,577 492 1 9,0301 Carrier 38QRRR036-3 w/ FX4C036 29,892 2,553 17,392 Total Adjusted System Output29 892 2,553 17,392 (Adjusted for Peak Desi#n Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am 1-21m TemneratureS at Time of Heatina Peak) 70.6 of ^ 83.5 of Heating Coil h Return Air Ducts `i Supply Air Ducts 82.8 of ROOMS 70.0 of COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 100.9 / 70.4 of 78.9 / 63.6 of 80.2 / 64.0 OF 58.0/56.00 O Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 58.9 / 56.4 of 1257 dm 44.5% R.H. FROOMS 78.9/63.6 °F 78.0 / 63.3 of Return Air Ducts I Energyrro 4.2 by EnewSoft User Number. 5712 Jab Number. Randall rage:10 of 10 Construction Av#or- 10 PVL (&'� Ln.� This project is required to meet the CDFButteCounty Fire same practical effect guidelines All new buildings in SRA are required to have: Fully enclosed noncombustibleeaves onentire structure outlined in the attached PRC4290 Gutter screens to prevent accuYulationOfleaves/debris Requirements. GENERAL NOTES. Corrosion resistant, nor�combustibk, i/4"maximumopening q • All work to comply with the 2001 edition of the California Building, roof and attic vents Numbing, and Mechanical Codes. A11 electrical work to comply with the 1999 edition of the National Electrical Code. • Provide smoke detectors per Sec. 310.91 C.B.C. • Provide G.r.i. protection in kitchen, bathrooms, garage, and outdoorAL, receptacles. • ol Provide A.r.c.i protection for all receptacle outlets located in bei _ 2 ----�—g' rooms. • Builder to verify all dimensions in field prior to commencing work. i • All framing lumber to be Douglas Fir, #2 and Letter, unless notes otherwise. • Grade to slope away from foundation and adequate drainage shall Lia �N� e6 Y �GVt� - ------- provided for. •All nailing not specifically called out to comply with Table 23-II-B-lk?. -- - I • All work to be completed in a neat and workmanlike manor. _ - - -- �s-, ZA4 ,gib, xq' , WZ,16�0 'ac. LWII-Ar z 5/z -)L r5'� .. _. 60, +�cx12. , Z, P o �' 4 3 y III� _ PACIA IZ OF --T- 3OO_--6ARA&E ;L -- o .. .--�;.. �, Ll Sib G� Fov.�m,\-r104J . 1 i�Aro Cpv� I (411 60 LAM atm. 2�c1 — —S T #2, /,! 0-<'9. W/ l6 Q.G a 11 ��J � '' � _ �� 6 IGS, t a - t VC-Ior2—V � 1.4 AOTZ M dip 91D '--� t '' � 4 (AJ)4io ,/ it �, d Qc, W1 Z X2 A li � , � S D �� I ,45 fid' . �d �'�;`;��� �X►}i o � rE r66 d>,C- 9446YYY;Y-}ICY , a Z6 O ' I _ lid i {y 2 t i - l;1. Y ' .iyr�rr�lwr� ''iwY�rwYr'rriwrYr��rl .lYelY Y -. � ------6-� D I LO �— �1) Co"'AA o ,' ,�,x . s� O 0 �__ I ,iii, —-5, �" L9--O� d A CoNC. AD4951k - ,O ( •�S�i�Y, (L,cJ�iPSZ, f �. --� �t 6� � 3/ �e�J o-✓ �`�� � s�T ��, � w^�-, �v.�St SOV l 'p�-�'�, SG,a� s��x ��Z I" �� � E_ Y "D .. t,J,n ZL. oNcy. r, Y 2x � , !b a � !. ;M rJ ti � 1,11�F V/AU,, - v �' 6o�'-��r� 76 .� u 'J4' oRe - /—� �. , _ ,. _. , .- - —. _ ► _ n DCG �L ©�'t:�► ALJ , I �1 v -7, 6p, t 6-7 XV— -c::� /�PLF . ©. wfo 140AIY -017 6 6 506 The 2001 CBC, CMC, CPC, 2004 BUTTE COUNTY CEC, and 2005 California Energy BUILDING DIViSoNZINN Standards as amended by the APPROVED jurisdiction apply to this project Z,9 `3 /A REVISIONS BY 1� M y� zK 41 M Z h Uf 3^ i1 IM A v W M Fig 0 �~ N po M� �A z F M � W � "Yr fJ' z O 140 a , .. 1FC o r W w W z w �v Datoq//4106 Scats 4r. � Drawn Job{ Shsst Of A $hosts t do `03[43 aooa 5 t Adw �I�H I�;u�wuoal� PC1 _ .0s, � APPROVED BUiL County Envirdnmen�l Heultt _ �► 't'� -- �1 _ "_��`..:.� _ '`' � - i' hal :; . eta �,.., r :� t