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HomeMy WebLinkAbout042-590-017s e ya _59 - j07 James Stratton E/S Bay Ave., app.500'N.of Shasta Ave., Chico — 'X� Permit #6050-79A'. 1 new s'•ng1 family) ,C �� James Stratton % 42-3/+=70 630,Tandy Ct, Chico !'d•r 49;11 p Permit # 1608-82B,E(new.pri det gar) 042-590-017 04-0401 MERCURIO, BARBARA i 630 TANDY CT, CHICO WALED Cont: OWNER REMODEL KITCHEN 042-590-017 04-1417 MERCURIO, SAL 630 TANDY CT, CHICOe nj�► Cont: CHUCK CAREY CONV GARAGE/ADD/GARAGE 042-590-017 06-0883 MERCURIO, SALVATORE ,/j_r 630 TANDY CT, CHICO QIP Cont: GALLAGHERS HEATING HVAC C/O PY I vafc G03.0 TGtt�d� j af I Gh i CID IJ �,.,.,f;..r. _� i &1- PvfS 2CX = . orox5 ._Butte -County -Department of _a exelq _ ?Se "c_es-- __ TIM SNELLINGS, DIRECTORI PETE CALARCO, ASSISTANT DIRECTOR c O 0 6 7 County Center Drive O - = _ = o Oroville, CA 95965 ° .O (530) 538-7601 Telephonec�UIN (530) 538-2140 Facsimile www.buffecounty.net/dds www.butte-generalplan.net BUTTE COUNTY ADMINISTRATION * BUILDING * PLANNING AUG 3 1 2011 DEVELOPMENT REQUEST FOR COPIES SERVICES Please furnish me with copies of the building file documents I have indicated for the assessor's parcel number(s) and address(s) I have listed below. I understand there will be a copy fee of $.25 for the first page and $.06 for each additional page thereafter payable at the time the copies are picked up. I further understand that Butte County has up to 10 days to respond to this request based on the Public Records Act. Assessor's Parcel Number t21-1 Address 40 C coName of document(s) requested �jPJ C-5 p P PEW M l T # Ol-I -D ( C F' p , Assessor's Parcel Number Name of document(s) requested Assessor's Parcel Number Name of document(s) requested Assessor's Parcel Number Name of document(s) requested Assessor's Parcel Number Name of documents) requested Address Address Address Address Please Note: Conies of buildinz plans are not covered by the Public Records Act but instead are under California Health and Safety Code Section 19851-19853 and require written authorization from the- property owner and yy� Printed Name Signature � Date �-.._ o — � 7S- fold 7 Contact Phone Number/Email Address *When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. 3-1-1OJ:\2010 Handouts and Policies for approval\Approved Handouts and Website forms\Request For Copies 3 3 10.doc BUTTE COUNTY 5— DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION - I hereby affirm under penalty of perjury that I am licensed under Issued Date: 02/05/2004 APN: 042-590-017-000 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 effect. Site Address: 630 TANDY CT CHI License Class : License Number: Map Index: Date: Contractor. Description: KITCHEN REMODEL (198) RMV WALL, REPL OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the CAB & APPL Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ROBINSON BARBARA & MERCURIO to its issuance, also requires the applicant for such permit to file a SALVATORE JR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 630 TANDY CT 7000) of Division 3 of the Business and Professions Code) or that he or CHICO CA 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 95973 applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to.an owner of property who builds or improves thereon, and who does Applicant: ROBINSON BARBARA & MERCURIO such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for SALVATORE JR sale. If however, the building or improvements are sold within one 630 TANDY CT 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 CHICO, CA sale.). 95973 ❑ I, as owner of the property, am exclusively contracting with J licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation *� Architect: U insurance carrier and policy number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti n to do'work ind' ated a for ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) ` 0 Name: B : Date: -A/, PERMIT EXPIRES ON: l+�J Address: at ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent oft er. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an omt or document But ounty. I hereby authorize representatives of Butte County to enter upon the/above mentioned property for inspection s. / Print Name: /TL G'�'/` �✓��V Signature, 9 r v Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 UT Butte County Department of Development Services Inspection Card 0 0; +:� Foo 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834.(CHICO) o \ : o OFFICE #: (530) 538-7541 . cout+�y Visit our website at: www.buttecounty.aet/dds ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type Insp. Date Ground work Setbacks Foundation/Footings Piers Grade Beams Eufer Ground Hold downs Stemwalls Do Not Pour Concrete Until Above Si ned Slab - Slab -Garage Gas Test Yard Pipe Blocks CMU/Logs 1st Lift 2nd Lift 3rd Lift Final Lift Under Floor/Slab Framing Shear Transfer Plumbing Mechanical Gas Piping Do Not Install Floor Sheathing or Slab Until Above Si ned a Inspection Type Insp. Date Framing Rough Framing , Rough Plumbing < < { Rough Mechanical Rough Electrical Rough Gas Roof Sheathing Straps Shear Transfer Shower Pan Rough Sprinkler Do Not Insulate Until Above Signed Insulation Wall Insulation Ceiling Insulation Do Not Cover Until Above Signed Shear Interior Shear Exterior Shear Braced Wall Wall Covering T -Bar Ceiling/RC Sheet Rock -1' layer Sheet Rock -2nd layer Separation/Location Framing/Openings Gas Test House Pipe Stucco Lath Scratch + Brown Finish Inspection Type Insp. Date Final Plumbing Final Mechanical Final Electrical Final Insulation Certificate Final Sprinkler Swimming Pool Setbacks" Pool Steel/Pre-Gunite Electrical Bonding Enclosures & Alarms Plumbing .Electrical Gas Test Light Nitch Other Agencies Insp. Date Public Works Sewer Special Inspection Fire Department Underground Final Sprinkler Fire Final Temp Elect Auth. Elect Authorization Gas Authorization Permit Finaled NOTES Insp. Date O Z W Om Q mLLI �- (L B. C. Insp. Card 01-16-04 pg 2 z O Z W Om Q mLLI �- (L LLI cCn Z M Cl) LU ZW oLL z=Z �Oa�O JW0LU OQ0-Z° V ZO�IaWWW CL m O° Z. mam LU W in CL H�VUw �a0W° c � �O W WV' W 0. LU J Z m O = W J J Cl)Q _J m Q O 7 B. C. Insp. Card 01-16-04 pg 2 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530);XW OFFICE #: (530) 538-7541 PERMIT NO. BPd40401 DATE:APN: ^6 04�- 5 b -b ZONING: z±,&— 5 K 1 NEAREST CROSS ST / ` TRACT/LOT#: SITE ADDRESS:��b CITY, ZIP: OWNER NAME: PHONE: - b STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: "--L 4024- 7Sr9 APPLICANT NAME: i ,1ll?L. AJ PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: LICENSE NUMBER: LICENSE TYPE: ARCHITECT/ENGINEER NAME: I�EStAE•l,�At� PHONE: -193 _ STREET ADDRESS: � G . I / � i Ale�J I C �Jr FAX. CITY, ZIP: LICENSE NUMBER: E-MAIL; DESCRIPTION OR SCOPE OF WORK: ❑ 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 fees 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. For office use only: Notes: Application Received by: "e— Date: -2/5/04— Receipt number: . 1 Amount Received: 714,s B. C. Building Permit 01-23-04 pg 2 P 0 46 -4471 COUNTY OF BUTTE -DEPARTMENT .OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: H Gc.L. P_ ! In ASSESSOR PARCEL NUMBER n-4:2 • .5f -7n • O r 7 Proposed Building Use: 6 TGFEE-� f�E qO 0C-4- Counter Technician: 1eq Date: 2/5/D¢ Items required in order to apply for a permit. All boxes UST be checked OR marked NA in order to apply. El 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. -�5r- 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. O 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form {k 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... Q 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization......................................:.............. ............ ... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone e,' • 7 t 5 3 and hold for pickup. I have been informed of the above items and -requirements for obtaining a building permit. �,,.- Applicant: � �C i����.�. Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Building Division Date: Date: Date Date: O.B.- I OWNER -BUILDER VERI]FICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. �I personally plan to provide the major labor and materials for construction of the proposed property i9NPvement : YES,` NO 0 C2.) I HAVE HAVE NOT (1 -signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: 7 ADDRESS: may: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK L SIGNED: PROPERTYOWNER: �C � DATE: —� NOTE. This Owner -Builder Ver fuation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. . If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building. permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r L' i -J 7 /w Mic 1 C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Seallh and Safety Code OVER 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 Z) ew OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: D Y d — 590 —(j/ 7 ADDRESS/LOCATION: (36) Comments: C U GL/memos/releasehold National .Pollutant Discharge. Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm.. Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre' or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or-goar-permits_or otVe=nctions provided by law. y NOTES .RESIDENTIAL 042-590-017 04-1417 MERCURIO, SAL 630 TANDY CT, CHICO Cont: CHUCK CAREY CONV GARAGE/ADD/GARAGE SPECIAL CONDITIONS CHECKED SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY .t USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER of 1414 JOB FINALED (Date) Signature V=OK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Exits; Insp.-Sketch 7. Well Clearance 6 Disconnect 12. 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors .7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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' -C irculating'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 Card B-1 Date Card B-1 RESIDENTIAL (; Date Date Underfloor (Plans) OK except #'s 23. 1. Zoning -Setbacks -Easements -Flood -Slope Elec. Receptacles Spacing -Lights & Switches at Doors 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 26. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped Date 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 Date 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date FRAMING (Permit) OK except #'s 40. Sills 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 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q 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 52. Property Line Firewall & Openings Date 53. Card B-1 Date Card B-1 Date 54. Card B-1 Date Card B-1 Date 55. 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 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 FRAMING (Permit) OK except #'s 40. Sills 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-Rolf Brac.-Truss-Shting. -Rfng. 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-Underflr. 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 Q Yes 82. Following Instld./Drive J Yes J No/Walks:) Yes J No/Planters J Yes J 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 Am -c? �Q"� . S�T� • o 1-7 0 SITE ADDRESS: T CITY, ZIP: L L 7-3 OWNER NAME: APPLICANT NAME-.- CONTRACTOR AME: CONTRACTOR NAME: f__._ i41 --3 tSTREETADDPIESES: ECT/ENGINEER NAME: LICENSE NUMBER: DESCRIP�TION OR SCOPE OF WORK: Ap f� ❑ Structure Built without pe mits v ❑ Proposed Change of Occupancy (note previous use) PERMIT NO. j BPo4 14-1 7 5,FF3 3 71-5, 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 fees 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. For office use only: Notes: B�ol9 1071.31 SNAP ?• 54 Application Received by: W$1 Receipt number: 4_,, Date: .5/18/6" Amount Received: 10 7 5. g5 B. C. Building Permit 01-23-04 Pg 2 t COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER aA 2 7 Proposed Building Use:84) dOI JV TO LVNG 58 Counter Technician: 1-j Date: 5 ' 19�1 • 64 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 r 4 sets, signed by the preparer of the plans. 2. Complete planer 4 sets, signed by the preparer of the plans. 3. Engineered plans or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. • 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. jp 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) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. '0 16. Other r Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... ❑ Erosion Control Plan Required........................................................................ p�C 2 ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 2. City of Chico Plumbing permit........................................................................ 2, California Department of Forestry plan approval ❑ paid. Sent by: ............. fanning approval (A) Use: B)Parking: (C) Parcel Check: ❑ Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number ........................................:. ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ................................ ......:...: ,.:............. :...... O 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ` ❑ 39. Other: When issued Telephone ,P 7n . F-7 9a /094 •7'5 1 a and hold for pickup. I have been i requirements for obtaining a building permit. Applicant: -� � NX Cea Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional iterrIs required Contract esigne , owner, was advised of the above cgtadone. ❑ mail, ❑ counter, by _jam Date: Olt 4v4 e_g Sj ,P Contractor, designer, owner, a advised of the ab a to by ❑ phone, ❑ mail, 01cou er, 4jr Date: " Plans reviewed by: Date: dPlans approved by: M16 -Date: : U Structural reviewed by Date- tructural approved by: Date: Note transfer by: x< : Date: - �' ' ''V V Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER kJ G-zGLA-ato PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ A.P. # 04-1 • SGIO• o 1 C04 0 GI! -P Tb WN& (re q,5ITE 5.18.04 - RECEIPT # DATE REC. --- Revised Plan Checking Fee.... $ vx"' 2. SCHOOL DISTRICT FEES C—o (paid at School District Office) (form avai ble er Plan 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 't 7 S q At time of permit application, I was advised the ab v s are required to be paid prior to issuance of the permit. These fees may be changed d n chec cess. APPLICANT DATES O — Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) A 1 3 SITE PLAN REVIEW APPLICATION Date: O r Oq AP# () q °_ _ 5q 0 r 0 1 7 Permit Number (if applicable) dLI ' 'i (% Bin Number 4 APPLICANT INFORMATION Parcel Size: Owners Name: �J �'^ a- Owners Address: (p �v U • Ur ?5–q l3 Telephone No.: P% -9a07 Situs Address: S/a Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home D Residential Accessory ("W fffwf 0.1 0 ❑ Permanent Second Dwelling /// ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form '❑ Applicable ❑ `�T/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) a Approved - ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval a Site Plan Stamped Approved By Q' aA— Date �0 Q Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage:❑Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) M" ` ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X� � Q • Flood Panel No.: 0 0X X0 D Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------=------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ��' Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. r Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front ]1 20,ek p Y CT Side s Side Street Rear I Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. r Page 2 of 5 ..Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with Co ty Standards for Deed Creation:[] No ❑ Yes Comments:aoejA'r? �iISF A Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Maw: Map Date of Recording: 5-1161-79' Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: 66 - Page: 7 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all.driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. u Page 4 of 5 l - Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the,time of review. CA atrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Loo,j morZ 60 '71 /0 - �a 4l�-27 �3 l� v 63&s 3' Q" 'e STRIP DEEDED O BUT CO. BK.AuL _ALL_'�1 FD 3/4" LP, TAGGED L.S.37MI FD. REBAR AT NORTH UNE LOT 13 N52°Ii !O E JT2.IJ g i PARCEL 1 a„ aJ q4A. 30 SETR]AiLINE /: � o— n -1!'e 298.!1 YCNiKCWSIVE EASEMENT PER INGRESS AND T�aRE55 AND pu m unu TY PURPOSES. O SE R[TEWED IN DEEDS 1 "B �y FARCEL 3 ` I M x A u \ \ PARCEL 2 : !V M o 1C. Ci � a YAP ACT AND LOCAL ORDINANCE IN BOON Ie.Ct_ OF PARCEL YAPS A PAGE AT THC REQUEST OF FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION DATE. /9 4 q/ 7 CURVE DATA A• 49°59'42• R•2C l • 11.45' B 49° 59' 42" q• 50 L • 45.85' C D • ISO- oD' GO" R t w + 9708' D A • 90°00'00" R • 20' L• 51.42 3/4" I:P. TAGGED R.C.E. 7194 OWNER S CERTIFICATE STATE OF CA �IFORNIA) WE. FRANKLIN C. BRAZELL AND "A LEE BAAZELL, HUSBANDAND NOT COUNTY OF JY` )SS AS HINT TENANTS, AS OWNERS OF THE LAMO AS9DWw HEREON.00 NQiEBY _1_ CERTY THAT WE ARE THE ONLY PERSONS WHOSE CONSENT 9 NECESSARY ON'.mij4OAY OF _1 L BEFORE ME 4 BI®� IF TO AASS CLEAR TITLE TO SAID LAND AND WE HEREBY CONSENT TO TIE A NOTARY PUBLIC IN MD FOR THE PREPARATION AND REGOROATHEN OF SAID NAP AS SHOWN _. THE COUNTY OF PERSONALLY APPEARED -.I— — C. RIU2ELL COLORED BORDERLINES. AND DDRA LEE BRAZELL, KNOW TO ME TO BE THE PERSONS WHORE NAMES ARE SUBSCRIBCO TO THE FOEGCOY CERTOICATE AND ACKNOWLEDGED l�• ��j DU TO ME THAT THEY DISWTED THE SAME. /��-- FRANKUN C. BRAZELL obRA LEE BRAZELL �. AAL/I,� �1I� NOTA PUGU'ftJ 7L•� XNY U"FICIAL fli__ [AYSERIPIKtt IVwwvAl !F Fiwr LEGEND '• INDICATES F0. PT. AS SHOWN A INDICATES SET 3/4" LP. TAGGED L.S. 3336 o INDICATES 100 LLKHLINE SETBACK FROM WELL \ INDICATES DO LEACHUNE SETBACK B EKISTINO WELL BASIS OF BEARING THE BASIS OF BEARING FOR THIS MAP IS THE CENTERLINE OF CUSS CK AVENUE GIVEN AS N37^ 45' W ON TME FILED MAP OF THE IH SUBDIVISION OF THE BAY TRACT. BN IA PO OB COUNTY SURVEYORS CERTIFICATE RECORDERS CERTIFICATE CERTIFICATE ' THIS MAP CONFORMS WITH THE REQUIREMENTS OF THE SUBDIVISION FILED TIIIB/— DAY OF �J.. P.M.URVEYORS 918. AT 1.47 . THIS MAP WAS FIEBAIED OY YE oR INCER YY OBECTION NND ISBASEO UPON A YAP ACT AND LOCAL ORDINANCE IN BOON Ie.Ct_ OF PARCEL YAPS A PAGE AT THC REQUEST OF FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION DATE. /9 4 q/ 7 1(�' 4au Y %IFAA•1♦" MAP ACT AT THE REQUEST OF FRANK BRAZELL N JIME 19".. I HEREBY SIGNED + y/'IS �i/f 1 Q 7 SERIAL ••— �'+% ` STATE THAT THE PARCEL NAP PROCEDURES OF THE LOCAL AGENCY HAVE BEEN CO WITH AND THAT TRIG PARCEL YAP CONFORMS TO THE APPROVED TENTATIVE NAP COUNTY TOR N0. L COUNTY' RE�COR�R� OF 4P PAR EL NAP. WHICH WERE REQUIRED TO BE iVlfllL AND THE CONDITIONSFILING PRIOR TO THE RILING Oi THE PARCEL NAP. F B COUNTY OF BVTTE LT V X % LBERBFRT L.B. IJJB MAX 6.s-- F(�o LOC4 ROW AW14" .v0 XACE PARCEL MAP A PORTION OF LOT 13 OF THE I'Lt SUBDIVISION OF THE BAY TRACT BUTTE COUNTY, CALIFORNIA LANDS OF FRANK BRAZELL SCALE 1"=100' JUNE 1977 M4% L AL ERT LAND SURVEYOR ' 1380 MANGROVE AVE. CHICON CALIF. SHEET 1 OF I Job Truss Truss Type Qty Ply WASHBURN RESIDENCE 1.5x4 lir 6.6-0 R1103852 WASH0107 C2 KINGPOST 11 1 f3:0-2-6,0-1-81 LOADING (psf) SPACING 2-0-0 Job Reference (optional) LongteuoW Lumoer co., Inc., cnico, ua. abaza-rasa 5.200 s Dec 2 2003 MiTek Industries, Inc. Thu Jan 08 10:45:24 2004 Page 1 6.6.0 t 6-8.0 t 0-9-4 is 4x4 ="° titi , Y « Scale = 1:47.4 k, 2,1 l� d Jxe I I `J JxY — 1.5x4 lir 6.6-0 13-2-0 6-6.0 6.8.0 Plate Offsets (X,Y): f1:0-3-8,Edgel, f3:0-2-6,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.04 3-5 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.07 3-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight: 54 lb LUMBER BRACING' TOP CHORD 2 X 4 DF No.1 G TOP CHORD Sheathed or 6-M oc puffins. BOT CHORD 2 X 4 DF No.1 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G WEDGE Left: 2 X 4 DF Std REACTIONS (Ib/size) 1=422/0-3-8, 3=474/0-5-8 Max Horzl=-174(load case 3) Max Upliftl=-1(load case 5), 3=-11(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-292/6,2-3=-29016,3-4=0115 BOT CHORD 1-5=-15/200,3-5=-15/200 WEBS 2-5=-15/217 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 100 ft by 44 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q�pF ESS /p C. AN/3- C 17180 0z * EXP. 06/30/05 * , Lr CfVl1. �P C January 8,2004 © Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE 1110i,® Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parementers and proper incorporation of component Is responsibility of building designer - not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 ` Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Ddve, Madison, WI 53719 r F Te k r i F Al � � `` l� �. � ��V.� 5 �S rd �O�`� (n a- v LA � cl � -l- t r u S s H rid 5`'`�- pa r+ # P FILE COPY,-, E.H. USE ONLY Piot Plan Attached 1 Floor Plan Attached--� JSant to B.D. TO: Building Deos-rtmWnt FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Loc ion AP# Plan Approved for: Sewage Disposal L,"� Water Supply: Public Private Well Clearance for .fig. Other m d final fd'r: FSI clearance O.K. for: NOTE: Environmenta H alth Specialist Date 8/96 L .Butte County Department of Development Services. OurrE ARFi� N Q T S 7 county Center Drive, Oroville, CA 95965 (530) 578-7601 vnvrv.butlEcounty ngy(Xs i RE.S I DE'NTIAL a" APN: ` Permit No- :', 042-590-017 06-0883 Owner. MERCURIO, SALVATORE Site Address: 630 TANDY CT, CHICO Cont: GALLAGHERS HEATING Contractor. HVAC C/O Type of Permit. -- - - - - j ( a - l a CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS i SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HL+H CLEARANCE - 11 - -� DATE JOB FINALED: z 6 SIGNATURE: CERTIFICATEOV•FIELD VERIFICATION & DIAGNOSTIC�TPSTING {Pa a of&} CF'4"R Project Address 6.3.0_T_andy Ct ChicoCA_9.5.9267 B ui lder, Na me Enter Tested LeskajeFlove in CFM: Builder ConuYn Installing -Contractor -1 's`rl 'Gallagher's Telephone Plan Number' Il HERS Rater Home. IE —na l -a -s-v s� Telep} one 1760.-7.68.-.32287 Sam le G Lip Number �'jj �/ Co'rnpl ianceMetbod Preiri ipLive ,PasvifLeskagePereentag"69$ (144x( (Line,ill) C.IinatsZone ❑Pass ❑Rail CeriifyingSigirature- Electronicall si ned) 'it 2/0.4/.061D8ie SempleHouseNumber' X3.9 'T it m Enalasys..C.orp. HERS P ro,rider C.B.P_.CA7 Duct3yetemAlteration andlorEquipmentChange%Out. Street Addiesa:' 2.5.._,�.____.........__.._-v7e 50 llo GitytatPJZip:. t. - _-1 npiesto:•BUMDLR, AERSTRCNID,R ANDBUR;DTNC DEPARTMENT HERS RATED CO MPLI A W E STATEM ENT Thr house was: Tea ted +" 3Q Approved as part.osample testing, but was not tested As theH-I certify thatlhehouse identified on this form complies wO the diagnostic tssteri comp) Ianca requi rem en W as eheckaci on tit is dorm . Thei H8R3 tater must cbeck a nd ,seri fy that the new distribution system, is ful fy ducted and correct tape: is usedbefore a CF -4R maybe released on s,reryr tested building. TheHBRS rater must not relewetheCF-4R until o properly aomp!0.1pAand0igned'Cl?-6R.has A received for t esamp!e;and tem buildings. ❑ The installer has provided a copy ofCF-SR (instillation Certificate%). ❑ NewDistribution system is fully ducted(i.e., does not usebuilding cavities asplenuma or pla'arm returns in lieu ofduct o. 0 Naw systems where cloth backed, Tubber a3 hesi ti-mduct tape is ins tel lad, mastic and draw bands ass, used in combination with cloth backed, rubber adhesive dwt k tape to seal leaks at duct connetions. .r' r MMM= REQUiREMENTS FOR DUCELEAKAC'EREDUCTTON COMP'LTANCE CREDU P,00e�dves,s'afetd ,CeattoR avadaageast;: lest;,¢gojrr,;d;st•;bct;exrycslengsare ritici;lar9le;a RA CM. Appe,ad;tRC4. 3. Ducl ©iagnostie Leakage Testing kcaulls NEW C ONSTRUMON. DudPrwuri2ation `TeAReeulW(CRMQ25PS) M clues Val Values I Enter Tested LeskajeFlove in CFM: 2 Fan F — Caleulsted(Nomina1: ✓ ❑ Cool ing,+( ❑ tkating)or ✓ ❑ Measured l 19.53 1dnv Total Pan Plow CFM: �/ 3 ,PasvifLeskagePereentag"69$ (144x( (Line,ill) ❑Pass ❑Rail ALTERAT'TONS: Duct Spatemi aaWor AVAC `Lquipraeut Cb auge-Out 4 B nUt Tested Leakage Rbw in CPM from CF -46R: Pr,-Test.ofExirti ng D udSyvvm P riot b , 0105.4 Duct3yetemAlteration andlorEquipmentChange%Out. Emu Tested LeskApPlo r in CFM: Final Teat of New Dud Systema or Altered Duct3y wm 5'forDudSygtem Alteration and/or u' ment0an a -Out.. Enizr Redudion in Leakage for Altered Dua System ( (U ne * 4) Min us (Line 1i' S)] b{OnlyifApplicable) Enter Tested Leakapftw in CPMto0ulaide(Only ifApplicable) +/ ✓ $ EntireNewDudSystem - Paw ifLeakagePercentage:g6% OPass OFail 140x .r inetY S ! �' Linaif 2 TLST OR VERTFiCAMON STANDARDS: For Altered DuctSpstem and/or HVAC Equipment Chug -Out ,+ .Use ane of the followi four Teat or VeAtIcatiou St and ardsfor co lialmoe r 9 Pass ifLeakagePercentap Z 15% (104x( (Line#5)/-(Line *2)]] ❑.Pass ❑Fail 10 Pass ifLeakage toOutside Pemeotage5 10%[100x ( (LineiN 7)/ (Linefi2)] ❑ Pass ❑ Rail I I PassifLeakageReduation PerceatageZ60%1100s _,10 4 [.ineiYb)1_._385`.(Line�'4)73 06.3...5 IXjpasa O iail and Verification b Smoke7estandVisual Trispettion 12 Pass ifSeal in ofa1IAcceesibl,Leaks and Ver ificationb Sm oke, Test and Visual Tn ion ❑Pass ❑ pail f1m If One 4f 'Lines #9 tbrou,b # 12 pass (X'?ars ❑ tai I ReadeAriat G2mp.UaAte F©mu Api;t 2QDS INSTALLATION CERTIFICATE (Page 3 of 12) CF - Site Address Permit Number 630__IandyCt_Chico_CA_95926- u An installation certificate is required to be posted at the building site or made.available for all appropriate inspections. (The information. provided on this form. is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). HVAC SYSTEMS: Heating Equipment Equip Type (pkg. heat um CEC Certified Mfr. Name and Model Number #of Identical Systems Efficiencyt (AFUE, etc.) ;->CFAR value) Duct. Location attic etc. Due( or Piping R-value(Btu/ht) Heating. Load Heating Capacity Btu/hr -- -- Package AC +.Ga `���' [.1! 080.0% - ---R Crawlspac C4 _ [900.00. _-� 09.0000 Cooling Equipment Equip Type (pkg. heat um CEGCertified Mfr. Name and Model Number #' of Identical Systems Efficiency1 (SEER or EER) ICF- value} Duct Location attic etc. Duct R -value Cooling Load B(u/hr Cooling Capacity Btdhr Package -AC +_Gash -- -6d-_ Goodman;.._. 1 -� 013..0 - _. r-awispace7 L 4 _ 042000: _.__._ _... [_4200.0 1. > symbol reads greater than or equal to whafis indicated on the CF -IR value.. Include both SEER and EER if compliance credit for high EER air conditioner is claimed. V IX -j I, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Eff ciency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner GaIIagh6-r- Air. Signature: Date: F2 -/d-/-- 46 Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATIONI CERTIFICATE (Page 4-of'12)C.-6R1. . Site Address: �-300—f i-n7dy-Ct-Chi&-o�--CA-A--9.5.926 Pt NT -16 WC ! .-CE STATEMENT RLtAKAGED The building was: VJRSested atFinal V ❑ Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION -STAGE: Remeive atleast bh6 supply and ofidrbturn.,fegister, and vetify,that tM-spaces'between' thd:register boot. and 1he'int6rior fmishi#g wall, are .prqperly sealed, FX -j If thebou§e.rough.-in duict'leakagd test.was conducted without an aiiT.hdndier'iTistAll6di,:inspect the connection points' between -.ft air. handler.. and the.suppl* :and`teturnPlenumS.:to.,Ver that the:wrinection 06intsare Y. .verify properly sealed. 0,11rispect all joints to ensure that mcloth backed rubber.adhesive'duct tape is:used ]New Distribution system isfully ducted use b.Lii,ldiiig.ravi.ti,e-s,,,'a's plenumslor-platforms 'rdtutns in,lieLf of DUCT LEAKAGE REDUCT ION Procedures for .rwld'veri'ricatI ionianddiai-nosfic teslinv- of ai.-,distribiiiionsystemsare dv4ilable, in.RAMADDenjix R C*43: NEW CONSTRUCTION: ve Galla hers.:Air Duct.Pressurization TestResults (CFM @.25 PA) Measured A Values i Enter Tested Leakage -flow* in CFM: Fanflow: Calculated (Nominal,':.,/ 1X-'0ooling.%f'0 Heatin9) orve 0 Measured, 'Z If Fan. Flow is Calculated as, 400 oftn/t onwx.:riumber: o ftons or as;213 cfm/(0ftAr) x Heating01-5-9 9 Cap acky:'inTliousands: ofBhAr outputeniertotal calculated orimeasured fan'4 low in CFM her 3 Pass cif 6%,forTinal 6r!� 4%, at"Roug . 4-iw O.Pa.ss 0'Fail. [100 k,[ (Line, #,.I) / _ELine:# 2)11 ALTERATIONS: ,Duct.Sy'stein*2nd/orHVAC.]Zq,ulpni6nt-Change=Out Enter.Tested Leakage Flovin CFM ftom Pre -Test -6fE,-<isting.'Du6tSystem Prior. to.,Duct 4 System'Alteration and/or. Equipment:Change-Out. 11--654 Enter TestedLeakage Flow in CFM'from'Final Test of New DuctSystem t stem or Altered Duct, '5 'System for Duct stem Alteration and/or .- Equioffient . Change -Out. .Enter.Reduciion i .Leakage-fbr Altered Duct System . . i1 n r C0541 me (Line 4 -4). Minus (Only -if Applicable) 7 Enter TesfedLeakaee Flow-in.CFM to'Outside (Only if Applicable): Entire New Duct'Sy'stern = Pus. if Le 'percentage '6%,fbr. Final. *age,. s� "' 0 Fail 8u6bx I LL�L(t (Line # 5) i Lifie'#2)]] .0,Pass TIEST"OR'VERIFICA"TION STANDARDS: For Altaed Duct 'System .and/orli v. ulpmeint'Changem .-ACM - Out Use.one of the following four Test or Verification Standards -for compliance: 9: Pass ifLeakage Percentage ,.515% (100 x [_(Line 4 5)/ (Line.# 2)]] 0, Pass, 0 Fail 10 Pass if I Leakage to Outside !� Percentage0% [1:00:x [_ (Line # 7)-/ 0 pass 13 Pail ,Pa*s's,ifLeakaee:R6du&tion Nrd6ntage 60% (100x' (Lire#t6)Tr----57Lifie'# A)fl E6 -3 Fx?.ass 0 Fail, and Verification. -by Smoke Test and.Visual Inspection. 12 .:Pass ifSealing of all Accessible Leaks and Verification by.,'Smoke.Test and.Visual Inspection. 0 Pass 0 Fail Pass'.!f One-ofLlnes # 9 throu h # 12 Vass FPass 0 Fail X Ll, the undersigne4,ve;rifythat-the:abovediaiinosdotestresu-Its.we-repejforrned in.coTi . formancevit . h the requirements, . for compliance credit. lj'the ,undersigned, also certify 'that the newly installed -br,retrofit Air -Distribution - System Ducts, Plenums- and Fans comply .with -Mandatory requirements.specifi t . specified,in Section 150: (m)-othe 2005 Building E .nergyZfficiency standards. Ifist.al,ling.,Sub66ntracfor.'(.Co;,Name) :OR'G,e"n'6taI C, ontract6r: (Qo. Name). OR. Owner. Galla hers.:Air Signature: Date:' 512/ -0044/'0066' Copies,t&BUYLDING DEPARTMENT, HERS RATER(IF APPLICABLE) :BUILDI'NG.OWNER.AT OCCUPANCY Residential Compliance Fo*rms .September2005 INSTALLATION CERTIFICATE " (Page 5 of 12) CF -6R Site Address Permit Number 630. Tandy Ct_Chico_CA_9.5.92 ✓ ❑ THERMOSTATIC EXPANSION VALVE (TXV) Procedures for f eld verification of thermostatic expansion valves are available in RACM, Appendix R.I. Access is provided for inspection. The procedure shall �� Location consist of visual verification that the TXV is installed on Outdoor Unit Make Goodman'i ✓ ❑ Yes 0 No the system and installation of the specific equipment ❑ ❑ shall be verified. Date of Verification 091f5/06 Yes is a pass I Pass I Fail ✓ ❑ RE]IiRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without ThPrmnctatir. F.xnnncinn VaIVP.0 Outdoor Unit Serial # �� Location Gr' " ouncll Outdoor Unit Make Goodman'i Outdoor Unit Model GPG 1342090-1 A Cooling Capacity 42•--000] Btu/hr Date of Verification 091f5/06 Date of Refrigerant Gauge Calibration 112/ 03 /gg (must be checked monthly) Date of Thermocouple Calibration 12130199 (must be checked monthly) Standard Charee Measurement Procedure (outdoor air dry-bulb 55°F and above): Procedures for Determining Refrigerant Charge using the Standard Method are available in RAC.M, Appendix RD2. Note: The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. Measured Temveratures Supply (evaporator leaving) air dry-bulb temperature (Tsupply, .db) OF Return (evaporator entering) air dry-bulb temperature (Treturn, db) OF Return (evaporator entering) air wet -bulb temperature (Treturn, wb) OF Evaporator saturation temperature (Tevaporator, sat) OF Suction line temperature (Tsuction, db) °F 4°F Condenser (entering) air dry-bulb temperature (Tcondenser, db) merheat Charee Method Calculations for Refrigerant Charee Actual Superheat = Tsuction, db — Tevaporator, sat OF Target Superheat (from Table RD -2) OF Actual Superheat —Target Superheat (System passes if between -5 and +5°F) °F Temperature Split Method Calculations for Adequate Airflow Rnlit Mathnd l'nl,ulntinn i.c not narn.c.anry if ,4dominfn Qirt%)w rrndit k, fnkan Actual Temperature Split = T return, db Tsupply, db OF Target Temperature Split (from Table RD3) OF Actual Temperature Split Target Temperature Split (System passes if between - OF 3°F and.+3°F or, upon remeasurement, if between -3°F and. -100°F Residential Compliance Forms April 2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES „BUILDING PERMIT 24 HOUR INSPECTION #:-(530) 538-7636 (6ROVILLE)'(530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 _ PERMIT NO. BP060883 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/18/2006 APN: 042-590-017-000 the Business and Professions Code, and my license is infullforce and effecLicense Class : �' ��� License Number. 'f J 9n Site Address: 630 TANDY CT CHI 'r�U�L Map Index: Date:�'� Contractor.l~IQ�(golhe�s Description: CHANGE OUT EX HVAC OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county wheh requires a• Owner: MERCURIO SALVATORE AND BARBARA permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a TRUST' signed statement that he or she is licensed pursuant to tte provisions of 630 TANDY CT the Contractor's State License Law (Chapter 9 commenchg with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95973 violation of Section 7031.5 by any applicant for a permit subjects the 530-879-9207 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: GALLAGHER'S HEATING & AIR such work himself or herself or through his or her own employees, PO BOX 35 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of LOS MOLINAS, CA 96055 proving that he or she did not build or improve for the purpose of 800=892-3556 sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed ; Contractor: GALLAGHER'S HEATING & AIR pursuant to the Contractors' State License Law.). PO BOX 35 ❑ . I am Exempt under Article 3 of the Business and Professions Code LOS MOLINAS, CA 96055 Date: Owner: 800-892-3556 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: License #: 777334 O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued' Architect: C3 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 5f&i+e j (u n -A Carrier. e Policy #:_ —11 00 13 ] :7 S Total Square Ft: 0 S. F. Valuation: $0.00 O 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 Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. w - Date: Appli WARNI G: 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 here y issu under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions work indicd ated above for which fees have been paid. ( performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: V PERMIT 6 Address: EXPIRES Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspec' n rposes. Print Name:' �)en.n.� er�C�r l� Signatur Date: ❑ Owner ❑ Contractor ❑ Agent for Owner 2 -Agent for Contractor B. C. Building Permit 01-16-04 pg 1 = OK MM nK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET .,1 Zoning -Setbacks -Easements ' 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fa11/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test -Cross overs -Breakers -Cl rncs 10 Drain; MH Test -Fall -Flex Cnnctr ' 11 Wtr & Sewer Connected-t/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S'C O V E R S'C ARP O RT S 'G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Ocking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing-VeneerStucco-lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls s r s °'e DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; S teel-Cn nctns -Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w15-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bones-Enclsrs=pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide o'er s' s` Pool Drawing OK Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR I DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Opth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 Girders-Sills-Anchr Baits Joists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation c �e DATE IFRAM I N G 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Ctiannel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 lnsultn-Walls-Ceilings 39 Infiltration -Walls -W ndws 4, DATE JELECTRICAL 40 Fxtr & Tmsfrmr Cimc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz 92 ❑CU or❑AL AC Wire Sz ga ❑ CU or ❑ AL 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 Clmc-s pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector o/. 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr<Nail Pdctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First Hr -Tub Acc 57 Test Tub & Shwr, 2nd flr - Tub-Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrtlw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic �4 m o' o` DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-DIrnc-Comb, Air-Cnnctr In Garage; abv-fir-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFl & Bath Fxtrs & Tub Acc-Spa 71 GFl Arc Fault y 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; IPG Appince Undr House 3' drain 81 Plmb; Elec & Mech Eqp Listed for Lottn 82 Elec Rcptcls in Garage (GFl) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes [:]No 87 Stucco Brown -Finish 88 AC Unit Dscnnct. Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-CImc, to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prion 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-O/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99. Fire Sprinkler o'er e`er BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES I BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 _ PERMIT NO. BP060883 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS, LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/18/2006 APN: 042-590-017-000 the Business and Professions Code, and my license is in full force and effect. I �—1 7 License Class: J 2C) License Number: fr �� Site Address: 630 TANDY CT CHI Dater j(XDContractor: � " oq� Map Index: Description: CHANGE OUT EX HVAC OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MERCURIO SALVATORE AND BARBARA permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a TRUST' signed statement that he or she is licensed pursuant to the provisions of 630 TANDY CT 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 CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95973 959739-9207 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: GALLAGHER'S HEATING & AIR such work himself or herself or through his or her own employees, PO BOX 35 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of LOS MOLINAS, CA 96055 proving that he or she did not build or improve for the purpose of 800=892-3556 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: GALLAGHER'S HEATING & AIR pursuant to the Contractors' State License Law.). PO BOX 35 ❑ I am Exempt under Article 3 of the Business and Professions Code LOS MOLINAS, CA 96055 Date: owner: 800-892-3556 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 777334 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 5+c +e Uf Carrier: T r) Total Square Ft: 0 S. F. Valuation: $0.00 Policy #:_ 1 3 00 13 ClI 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 Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. �v Date: lXJ ApplicQ WARNI G: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), yin addition to the cost of compensation, damages as provided for in Section 3706 of the Labor interest, code, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is here y issued under the applicable provisions'of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions work indicated above for which fees have been paid. +. Name: B y Date: V PERMIT EXPIRES ' Address: )ate) ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of BBuutttte� County to enter upon the above mentioned property for inspecqnrposes,, Print Name::', �)en h i l y C�rabPV Signat 1� Date: �I' � L ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUN'T'Y DEPARTMENT OF DEVELOPMENT[' SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL- REQUIREMENTS 24 HOUR PdSPECTIONH: OROViLLE: (530) 538-7636 - CHICO: (530) 841-2834 OFFICE 9: (530) 538-7541 A FF_E WILL ,BE REO UIRED AT TIME 0 F APPL ICA TION Website: www.buttecounty.aettdds **PLEASE PRINT CLEARLY** . OWNER Last Nafirst Name eratY-1 o a l v 6 Address .(P30 -F t)d C Gty ch, GO State C A zp 019r 1 I T Phone D -1 9 2-0 Fax E-mail P�, CONTRACTOR Name ;," a I i aci h.fer 's a VA C, Address -Po .3� CityLPs Mb l ° C?S State CAT"%Q55 ZIP' Phone 3g Lot ## Fax E-mail Approved: Lic.Class -i `7. 3_ o P�, ARCHITECTIENGINEER Name s Hvac, Address 3S. cry s State ZIP' P'hwe Lot ## Fax E-mail Approved: State license Number P�, APPLICANT SIGNATURE For office use on - APPLICANT NAME Name Gllci s Hvac, Address PC Aoy- 3S. Cityt s State zp l Phone • ;L Lot ## Fax I E-mail Approved: APPLICANT SIGNATURE For office use on - �� Bldg Sea Zoning Flood Zone SRA Yes No Occ. Other Type Const. Subdivision Name Carrier S+a +e Jou rti Map Book I Page Lot ## PlannerDate Address Approved: PER -ML IT NO. BP BIN x • LOCATION —� �� Bldg Sea Property Address Shesiit -- SHIP Cross Street Other WORKER'S COMPENSATION Policy Number 113 00 ! 3 S S S Carrier S+a +e Jou rti If hiring anyone other than license contractors, a certificate of worker's compensation must be shower at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: U.f Sq, Footage - 0 St"ictur a Built without Permits Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION' Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the pe- nit and no constnrction work has been done. Filing fees, plan chock fees for work plan checked and outer dcpariment costs are not refundable. Received by: Amount: �� Bldg Sea Receipt # �� Shesiit -- SHIP Other `Date TM.1 ,r: Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile January 6, 2006 Sal & Barbara Mercurio 630 Tandy Court Chico, CA 95973 AP#042-590-017 BP#041417 Our records indicate that your building permit application has expired and was never issued. We are unable to provide continuous plan storage for inactive permit applications. If you would like to have the plans returned to you, you or your agent must pickup the plans at our office prior to January 19, 2006 or they will be destroyed (plans will not be mailed). Our office is located at 7 County Center Drive, Oroville. Our office hours are 8 a.m. to 4 p.m. Monday through Friday. If you have any questions concerning this matter, please contact a permit technician at our office, at the following number (530)538-7541. Please have this letter with you when you call or come into our office. Thank you. A r PERMIT N0. __ . 1608-82B -PERMIT EXPIRES_/��/ _ OWNER James Strattotl, CONTR. Owner ASSESSOR PARCEL 42-34-70 LOCATION 630 Tandy Ct, Chico �l. Temp. Power Pole Called PG&E Temp. Elec. Ser1ce Called PG&E r. Temp. Gas Sevice Called G&E JOB IN_ALED (Date) "I Signature v V = OK 11 0 = Not OK - = Not Applicable MOBILIEHOMES MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) (,i- ;xcept N 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. -Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg. -Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enc., •i?s 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card - BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's Card -BI Date _ Date Card -BI Date _ POOLS (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 1 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries-Terminals-Lisied 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged B. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg.- Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date V = OK 0 = Not OK = Not Applicable = Not Ready RESIDED 'IAL (Single and Duplex) Date UND LOOK Plans OK except N's Date FRAMING (Continued) Zoning requirements -Setbacks -Easements Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth 48. 49. Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd story, 2 exits tg., Garage; Soils -Steel- / - P' Ftg:. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection -#-Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers -4-&Aemwalls, Main; Steel-Blockouts-Wrapped-Slab ,.-° 6rstemwalls, Garage; Steel-Blockouts-Wrapped 52. 53. Siding -Nailing -Veneer Stucco Mesh -Drip Screed-Fdn. Vents-Underfir. Access --?-'P ers-Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. Glazing Area -Glass Protection -Skylights -Plastic 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card-BI(� Date f ? • Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date _ Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels _ 19. Gas Pipe; Size & Anchors 62. Stairs & Rails -' -- 63. Fireplace or Stove; Clearances -Hearth - 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except q's 66. Elec. Outlets & Receptacles at Kit. Counter 67. 68. Garage Fire Door; Swing -Landing -Closer A.C. Duct in Garage -Damper 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 20. Fixture & Transformer Clearance -Ins. Protection 3,vo"Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 2 Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. om Romex Installed Close to Edge of Studs & C.J. 72. Insulation -Foam -Looked in Attic E3 Yes Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Guard Rails &Deck Construction -Post Caps -45. 2 Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes .26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al .3Z Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes El No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No =Service -Riser Conductors & Ground -Main Disconnect 76. 77. Stucco; Brown -Finish A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet X29. Equip. Clearances; Panels-Motors-Mech. Equip. -4" Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing Card B -I Date Cl/ -d- Card -BI Date Card B-1 Date Card -BI Date 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House 82. 83. Glass Protection _ Corrections from Previous Inspections Date MECHANICAL (Permit) OK except N's 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates _ _33. Condensate Drain & Overflow; Size & Grade _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Card -BI Date Date _ _ Card -BI Date Date Card -BI Date FRAMING(Plans) OK except N's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing_ -_Plates_ -Sound 38. Bearing Walls over Girders & Floor Nailing_ 39. Draft Stop in Walls (rat proof) T Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: _ _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors __ nRfng. 43. Cing. Joist-Rflr. Ties-Purlin-Root Brac.-Truss-Shthg.- 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & R_omex Protection -Draft Stop -Ins. Baffles _ _ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. &_Dimensions _ 47. Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIIe, CaIiforr ja 95°t4- Telephone 916/534-4541 APPLICATION AND PERMIT I ` P�ERj�jT - ���'' 11 �- A , ASS O PAR EL NUMBED i," ZONING BUILDING PERMIT O nwelq TELEPHONE r SQ. FT.OCC. BUILDING VALUATION O R'S AI LIN DRESS �-001— Wt i C NTRAC OR'S NAME TELE HONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 1. ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ , Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDI G ADDRESS PLUMBING PERMIT Fee Filin Fee 10.00 Filing Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL WAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ OtherB21 SPECIFY- PECIFTYPE Building sewer Lawn sprinkler system 5.00 ` TYPEOF WORK New Addition ❑ Remodel ❑ Utilities❑ Installation❑ Other E:1 Describe work: Permit Fee $ r° Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BaoV OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. (OWELLIN o OR ADONS, l ACC. BLD 20sgft r CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt.9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NNEW ON -RESIT P- BRANCHCIRCUITS)TLE:T2.50 ea NEW CONSTR, I POWER APPARATUS e NON-RESID. ISINGLE OUTLET CIR. - so@zse Ex. OCCUp OUTLETS OR FIXTURES BAL@1 00 FIXED APPLNS, OR EX. Occup.(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Mi sc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue s County in cons ence of the granting of this permit. G XDate — Z12-6 Signal re of Applicant — Owner LK Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE J OCCUP. GROUP 14-1V TYPE 9F CONS ,71Vagainst PARCE PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR OR OF PUBLIC BY P IT EXPIRES Date _ the applicable provi- resolutions to do fees have been paid. WORKS Date —f Z— I(—t ]II -19-1f Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 6050-79'B,`P,E,M PERMIT NO. k . PERMIT EXPIRES OWNER James Stratton CONTR. owner LOCATION (A.P. 42-34-70 E/S Bay Ave., app.500'N.of Shasta Ave., Chic y r Hemp.• owe :l Z Called PG&E _ Tem Elec. Serv. Ag Called PG&E emp Gas Serv. 4 Z6 ga ' - Called PG&E JOB �,y} • F I N A L E D LL// (Date) 4VZ (Signal e) COUNTY OF BUTTE — DEPARTMENT OF PURLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) 1 ' PLUMBING Setback Firewall. Soil Piping Forms Parapets 1st FloorAL p"_ Main Bldg. Restroom Finish 2nd Floor Footings Windows N, 3rd Floor StemwaII Siding T000ut 1 ev A Slab Roof Sheathin er Pi In 2 Piers Roofing e Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwa I I Insulation Heaters ab Prov. for physically I Appliances i/ daro ort V I rnnfn,n., . of e.. Gas Piping & Test -Heli Z Foot Slab Patio Foot Temp. Gas Sanitation Final L h 4 Reinf. Steel Final Fixtures ) Bond Beam, AR9 SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh JKECHANICAL Grd. Fault Prot. Scratch Heatino Service Brown C9AUng Temp. Finish Underground Interior Lath Ventilation Permanent Door Closer Final cam! Finai MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping BI E OME INSTALLATI N - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS AW 7 ti� caw � (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 t R Tel ephoge: 534-4541 APPLICATION AND PERMIT outnullctl ICpleSellldtIVCS UI me tUUllly UI Butte tU enter upon the above-mentioned property for inspection purposes. X �`� 14 Date ignature of PerrrKtteee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS ey Date ��' 7 - Building permit expires Date x-17- F0 BUILDING Owner v AWk!�S kJ SQ. FT. OCC. BUILDING VALUATION d Mailing Address O a)( X-7 1 14W Cele hone No. Contractor S' Mailing Address Fireplace 100 0 Total Valuation Telephone No. Permit Fee Building Address x o! PlanCheckingFee&/or Penalty Permit Fee J-4 La /V Ic(J `�' PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trao 1.50 C�,4r( Repair drainage or vent piping 1,50 A P. ��3 '-'�� S'iL' tonin ing Water piping 1.50 Each gas water heater or vent 1.50 ' / F s W!� Sa(jt )on Fire Dept. Fire Zone se Permit Gas piping system 1 - 5 outlets 1.50 9 EQA Parking PI Parcel Declaration P,cel 60' R/W Impro ents Each additional outlet .30 Building sewer 5.00 BI Plans R d Parc royal A Pla Approval Lawn sprinkler system 2.00 NEW qr ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ , 5 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ?j C� Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER eoov 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. G OCCUP. 4 OR ADDNS. GS. 20 sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business &Professions Code under the name style of: NEW CONSTR MUL -OUTLET NON.RESID,ONST � BRANCH CIRCUITS) 2.50ea NEW CONSTR (POWER APPARATUS 8 NON.RESID. SINGLE OUTLET CIR. Ex. 000UD(OUTLETSOR FIXTIIRES ) 50@256BAL@1 FIXED APPLNS, OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 'Z I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 5 WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating UfJO Q DO 0 Cooling Ventilation Hood 2.00 ®tJ Permit Fee $ Ka, , S $ 5E I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE -%q. rj� outnullctl ICpleSellldtIVCS UI me tUUllly UI Butte tU enter upon the above-mentioned property for inspection purposes. X �`� 14 Date ignature of PerrrKtteee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS ey Date ��' 7 - Building permit expires Date x-17- F0 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) Bldg. "OWNER JAPE 577MA77CAJ A.?. t A. GE IERAL Zoning requirements.(sideyards and parking). Valuation. gnature by R.C.E. or Architect (if required). B. PLM PLAN /Complete parcel size and dimensions. �! Setbacks, sideyards, easements, etc. 3r buildings or structures. 4......C�Tad ng, fills, drainage. C FL.OR PLAN ....`Complete to scale plan with dimensions. r -Required windows for light and ventilation (Sec. 1405). ,; Required windows for second exit (Sec.'1404). Allowable glazing for energy requirements (20% max. per.State law). Human impact glass (Sec. 5406). F� Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical -or gas quipment, and plumbing fixtures. L/.e/lGlarageamfirewall, door size, and closer (Sec. 503(d)(4)). l�I�.�'1 - 3'0" exterior exit door (Sec. 3303d). V Fireplace location. Smoke detectors (Sec. 1413). Permit # (00-5b"79 # 4Z• - o D. STRUCTURAL DETAILS `ur Foundation plan complete enough to construct building. Floor construction -details complete enough to construct building. Elevations.and wall construction details complete enough -to construct k#.'Oe Roof construction details complete enough to construct building. re lace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements E. MISCELLANEOUS ITEMS TO LOOK OUT FOR -t-.--='X-plywood on exposed locations and overhangs. 4----frt?+rway details (Sec. 3305). ,-J./aardrail details (Sec. 1716). �! Brick or stone veneer (Chapter 30). for plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. building. (State law). V� Garage door or porch header sizes. Adequate bracing. _.l-6-: Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. -U. _. Tx G—W—exits on three-story dwellings (Sec. 3302) . THIS IS TO CERTIFY THAT 1NSULAYION HAS OEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULAjIORS, CALIFORNIA AD"INISTRATIVE CODE, TITLE YS, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: _ Bayo St. Chico � ree Number City EXTERIOR WALLS Manufacturer J M Thickness/Type 3 Zit R Value 11 CEILINGS Batts: Manufacturer Thickness R Value Blown: Manufacturer U n i t e m p Thickness 5 it No. 8433 Wt./Be9 40 Sq. Ft. Covered 1650 R value 19 FLOORS Manufacturer J M Thickness/Type 61,211 R Value 19 Manufacturer Thickness/Type R Value FOUNDATION WALLS Manufacturer Thickness/Type R Value GENERAL CONTRACTORe-// iQnciorsesn LICENSE NUMBER '3io(o�oio By TITLE DATE Z — 7— — o INSULATI CONTRACTOR L-r.Hffl, SON INSULATIONLICENSE NUMBER 212461 BV -Zi � TITLE Vi.ce Pres. DATE 2-8-80 bent 6y: R.C.E.; �. 530 894 8882; Apr -7-04 8:55AM; Page 3/6 STRUCTURAL CALCULA IONS RCE job #2003.126 for Ignite Lee Mercurio Residence 630 Tandy Court Chico, ca 95926 Calculation Index: _Pa Le At Beam Analysis 86 Footing Analysis F5 Revislori Summar'. Rev. 0 0.2/04/04 Initial Issue Rev. 1 04/07/04 All Pages Revised CIVIL — STRUCTURAL a E14GINEERING SURVEYING 30160 7hornirc• Dr. Suite X10 - Chico. CA 95973 Phone: (530)894-8833 - Fax: 1530) 894-8882 fox e' r- - .eoln - http://www,r-c-e.com /S/oiv 7a e��_ a � W, 1 3TjILDING- DEPARTMEI ApQ, 2" 99 44 T4 �q 417164- �,�,L &en?. By: R.C.c.; 530 894 8882; Apr -7-04 8:55AM; Page 4/6 Structural Calculations Criteria Project: Mercurio Residence Owner: Sal at Barbra Mercurio Location: 630 Tandy Court, Chico, CA Date: December 05, 2003 Code: California Building Code, 2001 Editlom Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: So Seismic Source Type: A Closest Distance Seismic Source: N/A Wind Design: (Method 2 Wind Speed: 75 mph Exposure: C Snow Design: n/a Soil Bearing: 1500 psf Notes: No Special Inspection is required for this protect. RCE job Number: 2003.126 Roberts consulting engineering does not represent that these calculations or any specifications in connection therewith are suitable wheOier or not modified, for any other site than the one for which they were specifically prepared. Roberts consulting engineering disclaims responsibility for these pians and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies GI.VIL -- STRUCTURAL. EE14GINEERING SURVIEYING 3060 Thornlrof Ur. Suite #10 - Chico, CA 95973 40cPhone: (530) 89A-8833 - Fox: (570) 894-8882 fox c' r-e-e.coi" - h"p://www.r-c-e.coni Sen( L -'y: I1.C.--- ; 530 804 8882; Apr -7-04 8:53AM; Page 5116 COMPANY RCE WoodWorks ® 30601'homtree Orive Ste, #10 Chico, CA 95973 (530) 894 8833 Design Check Calculation Sheet Sizer 2004 1 nAnC- f Iho. nsf- or olf I Load Type Dietzibution Magnitude Location (ft) PeLLtvn Oo Fv' - Start EAd Stnct End T Load? Load2 Contr. Ful Area 16.00 (4.001' 3000 Yes l.oad3 bead Full PT -AA 18.00 (4.00)' 0.57 - No Load4 Constr. Point 1361 3.5O Yes L000 Dead Point 1026 No •'1'r1DULary Wlu Cn JLL) MAXIMUM REACTIONS fibs) and BEARING LENGTHS (in) : PROJECT Mercurio Addition R.C.E. 2003.126 Beam6 <<4 0, 1T Dead 1509 906 824 Live 1625 17?0 Total .3134 Bearing: LC numbut T 2 2 1 U Lon th 1 .5 —_ . Glulam-Unbal., West SpacleS, 24F -V4 DF, 3-118x13-112" Self Weight of 9.71 pfilutomatically included in loads; Lateral support; top= full, bottom= at supports; Load combinations: ICBO•UBC; SECTION vs. DESIGN CODE Nps -2001: (Mrssa-pai, one In) criterion IARRIYSIS value oeai rt value Ana] ais/Ouaa�r,< hear r fv Oo Fv' - 300 'T fv F" �. 5 Bnding(+) Eb - 1297 Fb- 3000 fb!Fh' = 0.43 Live nefl'n 0,23 L/902 0.57 - L/360 0.40 Total Defl'n 0.56 1./362 0.85 = ]./240 0.66 DESIGN NOTES: 1. Please verify that the default deflection limits ere appropriate for ;your iipplication, 2. Glulam design values are for materials conforming toAITC 117-2:001 and manufactured in accordance with ANSI/AITC Al 90.1-1992 3• GLULAM: bxd = actual breadth x selual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NUS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(lension), Fop(eomp n), _ 3d _ moximum 3(1730 l _ t - T a -8 d/3l r de Min..L I - J fY y 2bd O L'ew: 6Y : !.1 . u. E . ; 530 894 BEI82; A, -)r - 7 - 014 8: 58AM; Page S/B Foot2000 v2.1.64, Copyright -.2, 11199-200). Spyder Srfrware 4/6/2004 4:12:P1 FM .... . ..... ..... Company Info Projoct. Info R. C- E. pr')jec:t Mercurio Addt-,"on 3000 7horntree, Suite 10 Loc_at jorn: Chico, CA, 95973 r Phone: (630) 894--8933 "llent: Fax: (5301, 994-8W lJob No.: 2003.126 E -mai I : c,.-)@.,ipydersottwi'ife.com Irooting Id: F5 FOUNDATION PARAMETERS Concrete,, T)Lhifftate Conprp.asive Striingth, f' c ......................... Type............................................. CorwreLe Cover..... ....... ........................... * steei ultimate StrwiqLh, Fy ............................. ..... Co1 timn S i z 0 ........................................................ Allowable Soil boarinq Strength .................................... Wind Lonci soil 8earinq Strength, (1.33 increase).... Seismic bead Soil Betiring Strerxyt.h, (1.33 i.cic-rQase) ......... Foohing Width ............................................... ...... FootingLength ................................................ * , , — FootingDepth ....................... ................... ............ Punching Shear StrOOS ................................... ........... Beam Shear Streem ................................................... Reinforcing Standards peer..... ......................... .......... LongitladinAl sectom Reinforcement Required fc-r Str*n9th -'. - - ....... Transverse BOtt= "tnf0C0QM6nt Required for Strength ............... Gravity only soil Bearing ...................... I ................... Wind Load Soil Bearing... ........ ....... a*Laujo Load Soil Bearing ....... : ............... .................. 2.00 ky! HardRock 3.0• in. 40.0 ksi 6.00 in. by 6.00 in. 1,200 ksf 1,596 ksf 1.596 ksf 1.75 ft. 1.75 ft. 12.00 in. 5.53 Pei n/& Pei ASTM-AS15 .00 in, .00 ift2 1,005 ksf 1:085 ksf 1.085 kof LOADING PARAMETERS - FACTORED LOM, CASES CONSIDERED: IADL 1.4DL 4 1.71,1, 1. 4 DL 1. TA, + 1.73L 1,05DI, + 1.275LL 4- 0.9m, + 1.3WL 1,05DL 4 1_0FQ O.qLIL + UNFACTORED LOADS: Load Case FY, (kips) MX, — DeadLoad—0.66'.00 Live Load 1.63 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Toads 0,00 0100 0.00 12..00" - _ _ i- 1, = 1.75' W = 1.75' Cover 'V-. RF.STnFNTTAT. ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT PlaylStreet , Chico (location) BUILDING PERMIT NO. Q 6-0 --%9 13J?, �, M A.P. NO. 41Z — 3/—',70 THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge Fdn. Walls Floors 919 Walls R11 Ceiling/Roof . R19 Ducts L✓ Circulating Pipes APPROVED HEATER Y APPROVED WATER HEATER GLAZING: Single Glazed Special (Insulated) L/ CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. BACK DAMPERED FANS INTERMITTENT IGNITION DEVICES CERT. APPPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name NICHOLSON INSULATION CO. (please print) Signature of . Insulation Applicator. State Contractors License No. 212461 General Contractor/Owner Name fsscll (please print Signature of �Q General Contractor/Owner &cast Date State Contractors License No. -, GG6 6 r_ THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. 1 M lw' r ti01 Zlr_R�MENT . f —� Z:SI OEi 1G E I /T � ,1 To C tP � -17Z ,� I G=AIT �2 ?F ?�Jlhi ! � 1.30 T�.L►oY God �T ! ��� cam• S 30'-0" t Environmental Health FEB Chico, ' APPROVED Butte County Environmental Health LD to Signature I ....-._...-..._.,...._. ..�_.. .._,.......ht........uc,__.,a..._r......5.•-.•c:w.._� _..........._...._. .-.u`a.a s.•_.. ___.a, _; _.s.. ... r"�?i.. :.:c_:_.._.�._. a, ....__._..: ....:_;.._.�_,-. �.r'�i�. "- ._:.u��::5^_:r+.�.__.......__..:_r_':�.....:_.._.r.•..^_�_'�r=;a:.''`rc._:- . t JIVING DIVISION - BUILDING PLAN APPROVAL Use: "OQ14�p Date: r0 aef Parking: Landscaping.- andscaping:Other. Other Signature: � EXISt IooO Fjc1�T �;Al.%1 GAL: S��•(1G / -� �, t �, or— 46 01 I �, II I ' i yl ( I I ' UIJE Z:SI OEi 1G E I /T � ,1 To C tP � -17Z ,� I G=AIT �2 ?F ?�Jlhi ! � 1.30 T�.L►oY God �T ! ��� cam• S 30'-0" t Environmental Health FEB Chico, ' APPROVED Butte County Environmental Health LD to Signature I ....-._...-..._.,...._. ..�_.. .._,.......ht........uc,__.,a..._r......5.•-.•c:w.._� _..........._...._. .-.u`a.a s.•_.. ___.a, _; _.s.. ... r"�?i.. :.:c_:_.._.�._. a, ....__._..: ....:_;.._.�_,-. �.r'�i�. "- ._:.u��::5^_:r+.�.__.......__..:_r_':�.....:_.._.r.•..^_�_'�r=;a:.''`rc._:- . t I STRUCTURAL CALCULATIONS RCE job #2003.126 for anice Lee Mercurio Residence 630.Tandy Court Chico, Ca 95926 Calculation Index: Page # • Project Layout 1 • Beam Analysis BI — B5 • Footing Analysis F1 — F6 Revision Summary: Rev. 0 12/05/03 Initial Issue FIX COPY" CIVIL — STRUCTURAL EENGINEERING BUTTE COQ NT j SURVEYING /MEM //���li�i 1060 Thorntree Dr. Suite #10 - ChidNMIi®P�6�° 'hone: (530) 894-8833 —Fax: (530) 2 ax 1 ci(@r-c-e.com - http://www.r-c-e.com, Structural Calculations Criteria Project: Mercurio Residence RCE job Number: 2003.126 Owner: Sal & Barbra Mercurio Location: 630 Tandy Court, Chico, CA Date: December 05, 2003 Code: California Building Code, 2001 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: SD Seismic Source Type: A Closest Distance Seismic Source: N/A Wind Design: (Method 2) Wind Speed: 75 mph Exposure: C Snow Design: n/a Soil Bearing: 1500 psf Notes: No Special Inspection is required for this project. Roberts consulting engineering does not represent that these calculations or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. Roberts consulting engineering disclaims responsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax dor-c-e.com - h"p://www.r-c-e.com MERCURIO RESIDENCE JOB #2005.126 Page BEAM � T=OOTING LAYOUT COMPANY R.C.E. WoodWorks� (53 0 T94-88 3; Dr.#10 ) 894 CA 95973 (530)894-8833; fax (530)894-8882 SOFFWARE FOR WOOD DESIGN cj@r-c-e.com Nov. 20, 2003 15:44:10 - Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] (Pattern Start End - Start End 'Load? _ 1 Dead Full Area 18 (10.50) No 2 Constr. Full Area — 16 (10_50) �_ _ _ — -__.. Yes *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) :— 0' (3l PROJECT Beaml.wwb 12'-8" Dead Live 1197 1064 ------------------------------•----- ----- 1197 1064 Total 2261 Shear 2261 Bearing: Length --- — 1.0 ---- --...- — — -- ---- — — --- — _,--_ _ 1.0 Timber -soft, D.Fir-L, No. 1, 6x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 57 Fv' = 106 fv/Fv' = 0.53 Bending(+) fb = 1039 Fb' = 1687 fb/Fb' = 0.62 Live Defl'n 0.15 = L/982 0.42 = L/360 0.37 Total Defl'n 0.42 = L/365 0.63 = L/240 — 0.66 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 7160 lbs -ft Shear : LC# 2 = D+C, V = 2261, V@d = 1978 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT R.C.E. WoodWorks`� 3060 Thorntree Dr.#10 Chico CA 95973 (530)894-8833;fax(530) 894-8882 1 cj@r-c-e.com Dec. 4, 2003 16:15:54 Beam2.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Start End _ Start _ _End_ 1 Dead Full Area 10 (7.50)( 2 Constr. Full Area 16 (7.50)1 3 Dead Full Area 8 (9.00)'' 9 Live Full Area 5 (9.00) -TriDurary wiaLn tiu) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' Dead 593 Live 639 Total 1232 Bearing: - - Length 1.0 Pattern Load? No Yes No Yes Lumber -soft, D.Fir-L, No.1, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: Top= at supports, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1000 1.25 1.00 1.00 0.986 1.30 1.000 1.00 1.00 3 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'= 625 1.00 1.00 - E' = 1.7 million 1.00 1.00 3 Bending(+): LC# 3 = D+L+C, M = 2388 lbs -ft Shear : LC# 3 = D+L+C, V = 1232, V@d = 1090 lbs Deflection: LC# 3 = D+L+C EI= 188.95e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 7'-9" 593 639 1232 1.01 B2 Analysis Value Design Value Analysis/De_sign - --Criterion Shear fv @d = 61 Fv' = 119 fv/Fv' = 0.52 Bending(+) . fb = 939 Fb' = 1602 fb/Fb' = 0.58 Live Defl'n 0.07 = <L/999 0.26 = L/360 0.27 Total Defl'n 0.17 = L/598 0.39 = L/290 0.99 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1000 1.25 1.00 1.00 0.986 1.30 1.000 1.00 1.00 3 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'= 625 1.00 1.00 - E' = 1.7 million 1.00 1.00 3 Bending(+): LC# 3 = D+L+C, M = 2388 lbs -ft Shear : LC# 3 = D+L+C, V = 1232, V@d = 1090 lbs Deflection: LC# 3 = D+L+C EI= 188.95e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 7'-9" 593 639 1232 1.01 B2 G5 COMPANY PROJECT R.C.E. WoodWorks� (530 T94-88 3; Dr.fax (5 Chico CA 95973 (530)894-8833; fax (530)894-8882 SOFMARE FOR WOOD DESIGN cj@r-c-e.com Dec. 4, 2003 16:18:50 Beam3.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] !Pattern Start End Start End Load? 1 Dead Point 977 4.50 No 2 Constr. Point 1248 4.50 Yes 3 Dead Point 2375 1.75 No 4 Live Point 720 1.75 No 5 j Constr. Point _ 1.536 _ _ - _ 1.75 - _ _Yes MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Glulam-Simple, VG West.DF, 24F -V4,3 -1/8x12" Self Weight of 8.91 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis 0' Dead 2584 Value_- Live 2593 207 Total 5177 237 Bearing: - -- --- ---- --- - _ Length - -2=5 ---------- --- Glulam-Simple, VG West.DF, 24F -V4,3 -1/8x12" Self Weight of 8.91 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Design- Value_- Analysis/Design - Shear fv @d = 207 Fcp'= 650 1.00 1.00 Fv' = 237 3 Bending(+) fb = 1675 Shear : LC# 3 = D+L+C, V = 5177, V@d = 5168 lbs Fb' = 3000 fb/Fb' = 0.56 Live Defl'n 0.12 = <L/999 (D=dead L=live S=snow W=wind I=impact C=construction) 0.35 = L/360 0.34 Total Defl'n 0.28 = L/443 DESIGN NOTES: - -- - - ------ --- --_ --- . 0.52 = L/240 0.54 10'-6" 861 911 1772 1.0 ADDITIONAL DATA: _ FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 190 1.25 1.00 1.00 3 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 3 Bending(+): LC# 3 = D+L+C, M = 10472 lbs -ft Shear : LC# 3 = D+L+C, V = 5177, V@d = 5168 lbs Deflection: LC# 3 = D+L+C EI= 809.99e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: - -- - - ------ --- --_ --- . 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). ---------------- -- ....- ---- •---- COMPANY --- ------ PROJECT R.C.E. WoodWorks� 3060 Thorntree Dr.#10 Chico CA 95973 (530)894-8833;fax(530) 894-8882 cj@r-c-e.com Dec. 4, 2003 17:05:18 Beam4.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? L1 Dead Full Area 10 (6.50)1 No 2 Constr.- Full Area _ 16 (6.50)-i Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 24.-6.. Dead998 �------------------- -- --- __. 998 Live 1274 1274 Total 2272 2272 Bearing: - - - -- - -------- --- --- -- - v.._ Lenqth _ 1.OI----- - ---------------------- ---- __,._ 1.0 Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x13-1/2" Self Weight of 16.43 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design _ Shear fv @d = 45 Fv' = 237 fv/Fv' = 0.1 Bending(+) fb = 1073 Fb' = 2919 fb/Fb' = 0.3 Live Defl'n 0.45 = L/659 0.82 = L/360 0.55 Total De 1'n 0.97 = L/303 1.23 = L/240 0.79 ADDITIONAL DATA: FACTORS: F CD Fb'+= 2400 1.25 Fv' = 190 1.25 Fcp'= 650 E' = 1.8 million 9 7 CM Ct CL CF CV Cfu Cr LC# 1.00 1.00 1.000 1.00 0.973 1.00 1.00 2 1.00 1.00 2 1.00 1.00 - 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 13913 lbs -ft Shear : LC# 2 = D+C, V = 2272, V@d = 2063 lbs Deflection: LC# 2 = D+C EI=1891.38e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1l3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 41 tj 6y )381- t5 COMPANY PROJECT R.C.E. WoodWorks`� (53 0 T94-88 3; D fax (53 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 SOFTWARE FOR WOOD DESIGN cj@r-c-e.com Dec. 4, 2003 17:04:40 Beam5.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern _ Start End Start _ End Load? 1 Dead Full Area 10 (8.00) No 2 Constr. Full Area 16 (8.00) Yes 3 Dead Full Area 8 (12.00)r No -- 9- -Live Full Area - 5 (12.00) �_.. _-•Yes *Tributary width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion_ _ Analysis_ Value Design Value _ Analysis/Design _- Shear fv @d = 67 Fv' = 237 fv/Fv' = 0.28 Bending(+) fb = 1256 Fb' = 2837 fb/Fb' = 0.99 Live Defl'n 0.34 = L/864 0.82 = L/360 0.42 Total Defl'n 0.88 = L/335 1.23= L/240- - _ -_ 0.72._ ADDITIONAL DATA: 0. 24'-6" --- CM 2424 CF CV Cfu Cr LC# Dead Live 2424 2303 1.00 1.000 2303 Total 4727 1.00 4727 Bearing: -_.-------- ---- ----- 1.00 - Length 1.9� 1.9 3 Glulam-Simple, VG West. DF, 24F -V4, 5-1/8x18" 1/ Self Weight of 21.91 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion_ _ Analysis_ Value Design Value _ Analysis/Design _- Shear fv @d = 67 Fv' = 237 fv/Fv' = 0.28 Bending(+) fb = 1256 Fb' = 2837 fb/Fb' = 0.99 Live Defl'n 0.34 = L/864 0.82 = L/360 0.42 Total Defl'n 0.88 = L/335 1.23= L/240- - _ -_ 0.72._ ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 0.946 1.00 1.00 3 Fv' = 190 1.25 1.00 1.00 3 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 3 Bending(+): LC# 3 = D+L+C, M = 28955 lbs -ft Shear : LC# 3 = D+L+C, V = 4727, V@d = 4149 lbs Deflection: LC# 3 = D+L+C EI=4483.28e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:56:58 PM Company Info I Project Info R. C. E. (Project: Mercurio Addtion 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.126 E-mail: cj@r-c-e.com (Footing Id: F1 B1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf Footing Width ...................................................... 1.75 ft. Footing Length ..................................................... 1.75 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 4.04 psi Beam Shear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .796 ksf Wind Load Soil Bearing ............................................. .796 ksf Seismic Load Soil Bearing .................................... .796 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + '1. 7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.20 0.00 0'.00 Live Load 1.06 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d 12.00" i W= X r over = 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id: B2 12/5/03 2:57:07 PM Project Info Mercurio Addtion 2003.126 F2 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ......................................................... Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress ............................................... BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.000 ksf 1.330 ksf 1.330 ksf 1.00 ft. 1.29 ft. 12.00 in. .73 psi n/a psi ASTM -A615 .00 int .00 int .00 in' 1.000 ksf 1.000 ksf 1.000 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1ADL 1ADL + 1.7LL IADL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.57 0.00 0.00 Live Load 0.64 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 ,c d= 12.00" X W = 1.00' ::::T3. over00" P7- Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:57:18 PM Company Info I Project Info R. C. E. (Project: Mercurio Addtion 3060 Thorntree Dr.; Suite 10 ILocation: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.126 E-mail: cj@r-c-e.com (Footing Id: F3 B3 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf Footing Width ...................................................... 2.50 ft. FootingLength ..................................................... 2.50 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 13.36 psi Beam Shear Stress .................................................. 3.67 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .888 ksf Wind Load Soil Bearing ............................................. .888 ksf Seismic Load Soil Bearing .......................................... .888 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1ADL 1ADL + 1.7LL IADL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.58 0.00 0.00 Live Load 2.59 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d = 12.00" ,u X W = 2.50' r3 Cover = 3.00" ' FW Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:57:50 PM Company Info I Project Info R. C. E. (Project: Mercurio Addtion 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.126 E-mail: cj@r-c-e.com' (Footing Id: F4 BM4 &BM5 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Section: 2 2,000 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on 80% of Ig): Length, ft. Width, ft. Depth, inches Section: 1 2.50 2.50 12.00 Section: 2 3.00 1.00 12.00 Column & Wall Data: Type Center Length Width ft. in. in. Column 1 Other 1.25 4.00 4.00 Column 2 Other 4.25 4.00 4.00 Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 879 / 1,500 879 / 1,995 879 / 1,995 Section: 2 899 / 1,500 899 / 1,995 899 / 1,995 Beam Shear Stresses: Section: 1 ........................... 3.62 psi Stirrups not required Section: 2 ........................... 12.48 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 12.57 psi Column 2 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design inz, Design inz/ft, Spacing int, Spacing Section: 1 Strength:.. 0.01 1-#4 0.06 1-#4 0.04 #4 @ 67.Oin. Not Regd.... Section: 2 Strength:.. 0.01 1-#4 0.03 1-#4 0.00 -....N/A.... Not Reqd... Note: Strength = Steel Required for Strength.. F5 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:57:50 PM Footing Id: F4 Page: 2 Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.75 V 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + LOLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY M2 FY MZ Column:1 2.40 0.00 2.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:2 0.80 0.00 1.25 0.00 0:00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 4.588 kips 1.ODL + LOLL = 8.137 kips 1.ODL + LOLL + 1.OSL = 8.137 kips 1.ODL + LOLL + 1.OWL = 8.137 kips 1.ODL + LOLL - 1.OWL = 8.137 kips 0.667DL + 1.OWL = 3.522 kips 0.667DL - 1.OWL = 3.522 kips 1.ODL + LOLL + 1.OEQ = 8.137 kips 1.ODL + 1.OLL - 1.OEQ = 8.137 kips 0.667DL + 1.OEQ = 3.522 kips 0.667DL - 1.OEQ = 3.522 kips Envelope Case = 8.137 kips 0 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:57:50 PM Footing Id: F4 Page: 3 Col# 1 Col#2 0 -ft. I FS 91 FS #2 _ .. _ .. —1 -- . .. 1 . --_I_. 'i Q Irinc V, kips 0 M, ft -kips 0 Bearing psf 0 Defl, in. 0 -3.2 kips 1.6 ft -kips -0.4 ft -kips 899 psf 0.200" F6 s STRUCTURAL CALCULATIONS RCE job #2003.126 for Janice Lee Mercurio Residence 630 Tandy Court Chico, Ca 95926 Calculation Index: Page # • Project Layout • Beam Analysis BI — B5 • Footing Analysis FI — F6 J R ti 038692 —1 U co Revision Summary: EXP. 3-31-05 CIV1%. �a�? Rev. 0 12/05/03 Initial Issue (OF cats BUTTE COUNT -4 BUILDING DEPARTMEII�j .APPROVED CIVIL - STRUCTURAL ENGINEERING um Un SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894-8882 fax cier-c-e.com - http://www.r-c-e.com Structural Calculations Criteria Project: Mercurio Residence RCE Job Number: 2003.126 Owner: Sal U Barbra Mercurio Location: 630 Tandy Court, Chico, CA Date: December 05, 2003 Code: California Building Code, 2001 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: SD Seismic Source Type: A Closest Distance Seismic Source: N/A Wind Design: (Method 2) Wind Speed: 75 mph Exposure: C Snow Design: n/a Soil Bearing: 1500 psf Notes: No Special Inspection is required for this project. Roberts consulting engineering does not represent that these calculations or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. Roberts consulting engineering disclaims responsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies CIVIL — STRUCTURAL ENGINEERING MM SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax cj@r-c-e.com - h"p://www.r-c-e.com MERGURI O RE51 DENGE JOB #2005.126 Page BEAM � FOOTING LAYOUT A-0-.- ct4' S.g•vc,,o- qq . /JD rCp, ,Ce.4 "It, N e f.j COr✓ 5 -F -- - - ---- PROJECT ROJECT R.C.E. WoodWorks3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 SorrWARM FOR WOOD OMVIGN A @ r -c -e com Nov. 20, 2003 15:44:10 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) 0' Load Type I DistributionMagnitude - Value` Location [ft] ,Pattern Start End Start End Load? 1 22 Dead Full Area Constr. Full Area ---- 18 (10.50) No 16 (10:50)i Yes -- - _.. - -- ------------------- *Tributary Width (ft) Bearing: MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Timber-soft, D.Fir-L, No. 1, 6x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) CriterionAna_lysis 0' Dead 1197 - Value` Live 1064 fv @d = Total 2261 106 Bearing: Bending(+) - - -- -- - -- --Length — 1-=---------------------- - -- ----- Timber-soft, D.Fir-L, No. 1, 6x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) CriterionAna_lysis F CD Value Design - Value` Analy Shear fv @d = — 57 Fv' = 106 fv/ Bending(+) fb = 1039 Fb' = 1687 fb/ Live Defl'n 0.15 = L/982 0.42 = L/360 1.00 Total Defl'n 0.42 = L/365 0.63 = L/240 ADDITIONAL DATA: sis/Design _ — Fv' = 0.53 Fb' = 0.62 0.37 0.66 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 . 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 7160 lbs -ft Shear : LC# 2 = D+C, V = 2261, V@d = 1978 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) Beam1.wwb 12'-8" -- 1197 1064 — 2261 1.0 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 0' Dead COMPANY PROJECT R.C.E. WoodWorks3060 Thorntree Dr.910 Chico CA 95973 Total (530) 894-8833; fax (530) 894-8882 SorywA RF FOA w000 lNt'IC.N cj@r-c-e.com -- -- Dec. 4, 2003 16:15:54 Beam2.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) fv/Fv' = Load Type Distribution Magnitude I Location [ft] Pattern Start End I I-1- Start End Load? --- - - _ (( 1 Dead Full Area --- -- -10 - (7.50)1 -- No 2 Constr. Full Area 16 (7.50) Yes 3 Dead Full Area 8 (9.00) No 4 Live Full Area _ 5 (9.00)i _ _._. Yes `Tributary width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' Dead 593 Live 639 Analysis Value Total 1232 Analysis/Design -- -- -- --- ---- - - - - ----- - iBearing: Length---- 1.0 fv/Fv' = 7.-9.. .------- - -- - 593 639 1232 1.0 Lumber -soft, D.Fir-L, No.1, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: Top= at supports, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Analysis/Design Shear fv @d = 61 --Value Fv' = 119 fv/Fv' = 0.52 Bending (+) fb = 934 Fb' = 1602 fb/Fb' = 0.58 Live Defl'n 0.07 = <L/999 0.26 = L/360 0.27 Total Defl'n 0.17 = L/548 0.39 = L/240 0.44 ADDITIONAL DATA: - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1000 1.25 1.00 1.00 0.986 1.30 1.000 1.00 1.00 3 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'= 625 1.00 1.00 E' = 1.7 million 1.00 1.00 3 Bending(+): LC# 3 = D+L+C, M = 2388 lbs -ft Shear : LC# 3 = D+L+C, V = 1232, V@d = 1040 lbs Deflection: LC# 3 = D+L+C EI= 188.95e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. G*!) 0• 10'-6" Dead 2584 861 Live 2593 911 Total 5177 1772 Bearing: -- Length --- � =5 ---•------------.-.---- ----- --- --_.._ .._ _.._ ._ ._. _.---- -- --. . 1.0 --------- ---- Glulam-Simple, VG West.DF, 24F -V4,3 -1/8x12" Self Weight of 8.91 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) _ Criterionalysis Valueue _ Design Val__A__n_alysis/De_s_ign _ Shear - Anfv @d = 207 Fv' = 237 fv/Fv' = 0.87 9 Bendin (+) fb = 1675 Fb' = 3000 , fb/Fb' = 0.56 Live Defl'n 0.12 = <L/999 0.35 = L/360 0.34 Total Defl'n _0.28 = L/443 0.52 = -_k/240 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 190 1.25 1.00 1.00 3 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 3 Bending(+): LC# 3 = D+L+C, M = 10472 lbs -ft Shear : LC# 3 = D+L+C, V = 5177, V@d = 5168 lbs Deflection: LC# 3 = D+L+C EI= 809.99e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used In the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT R.C.E. Woodworks� Chico CA 95973 Dr -fax 0 T94-88 (530)894-8833; fax (530)894-8882 (53 3; (5 SOFTWARE FOR WOOn OESIGN cj@r-c-e.com Dec.. 4, 2003 16:18:50 Beam3.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution _ Magnitude Location [ft) :Pattern Start End Start End Load? 1 Dead Point 977 4.50 I No 2 Constr. Point 1248 4.50 Yes 3 Dead Point 2375 1.75 No 4 Live Point 720 1.75 No 5 Constr. Point -_ 1536 1.75 Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0• 10'-6" Dead 2584 861 Live 2593 911 Total 5177 1772 Bearing: -- Length --- � =5 ---•------------.-.---- ----- --- --_.._ .._ _.._ ._ ._. _.---- -- --. . 1.0 --------- ---- Glulam-Simple, VG West.DF, 24F -V4,3 -1/8x12" Self Weight of 8.91 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) _ Criterionalysis Valueue _ Design Val__A__n_alysis/De_s_ign _ Shear - Anfv @d = 207 Fv' = 237 fv/Fv' = 0.87 9 Bendin (+) fb = 1675 Fb' = 3000 , fb/Fb' = 0.56 Live Defl'n 0.12 = <L/999 0.35 = L/360 0.34 Total Defl'n _0.28 = L/443 0.52 = -_k/240 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 190 1.25 1.00 1.00 3 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 3 Bending(+): LC# 3 = D+L+C, M = 10472 lbs -ft Shear : LC# 3 = D+L+C, V = 5177, V@d = 5168 lbs Deflection: LC# 3 = D+L+C EI= 809.99e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used In the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). eq COMPANY PROJECT R.C.E. WoodWorks� 3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 SorrwAYF Far Woon mvcv c]@r-c-e.com Dec. 4, 2003 17:05:18 Beam4.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type _ Distribution Magnitude I Location (ft) -Pattern Start End Start End Load? ..---------_... _-... - - No 1 Dead Full Area 10 (6.50) I 2 Constr. Full Area 16 (6.50) Yes 1 L--- - — - -- l l - - - ------ .. *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0, 24•.6" Dead 9981 998 1274 Live 1274- Total 2272 - 2272 Bearing: --L--g ---- 1.0 en th 1.0, _-- --•- - - -- - ----- ..------- ---. __... _.-------- - - - Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x13-1/2" Self Weight of 16.43 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion _ Shear Analysis fv @d = Value Design 45 FV' = Value 237 Analysis/Desi fv/Fv' _ Bending(+) fb = 1073 Fb' = 2919 fb/Fb' _ Live Defl'n 0.45 = L/659 0.82 = L/360 0. Total Defl'n_ _0.97_= _ L/303 - 1.23 L/240 - 0• ADDITIONAL DATA: gn O. i9 0.37 55 79 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 0.973 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 13913 lbs -ft Shear : LC# 2 = D+C, V = 2272, V@d = 2063 lbs Deflection: LC# 2 = D+C EI=1891.38e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1l3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 1�5 COMPANY PROJECT R.C.E. WoodW-o r ks`� (530 T94-88 3; Dr.#10 Chico CA 95973 (530)894-8833; fax (530)894-8882 SOFFWARF FOR WOOD DESIGN C' @ r-c-e.eom Dec. 4, 2003 17:04:40 Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft]Pattern _ Start End Start End (Load? 1 Dead Full Area 10 (8.00) I No 2 Constr. Full Area 16 (8.00)1 I Yes 3 Dead Full Area 8 (12.00) No 4 Live_ Full Area 5 (12.00)i Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : BeamS.wwb Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x18" Self Weight of 21.91 pif automatically Included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Crite_r_i_on_ Shear - 0' Dead 2424 Value- 237 Live 2303 fb = Total 4727 2837 Bearing: Live Defl'n 0.34 = j Length 1.4 Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x18" Self Weight of 21.91 pif automatically Included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Crite_r_i_on_ Shear - Analysis fv @d = Value 61 Design- Fv' = Value- 237 Analysis fv/Fv' Bending(+) fb = 1256 Fb' = 2837 fb/Fb' Live Defl'n 0.34 = L/864 0.82 = L/360 Total Defl'n 0.88 = L/335 1.23 = L/240 ADDITIONAL DATA: FACTORS: F CD Fb'+= 2400 1.25 Fv' = 190 1.25 Fcp'= 650 E' = 1.8 million Desi-gn __ = 0.28 -- = 0.44 0.42 0.72 CM Ct CL CF CV Cfu Cr LC# 1.00 1.00 1.000 1.00 0.946 1.00 1.00 3 1.00 1.00 3 1.00 1.00 - 1.00 1.00 3 2424 2303 4727 1.4 Bending(+): LC# 3 = D+L+C, M = 28955 lbs -ft Shear : LC# 3 = D+L+C, V = 4727, V@d = 4149 lbs Deflection: LC# 3 = D+L+C EI=4483.28e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (Nos Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:56:58 PM Company Info I Project Info R. C. E. (Project: Mercurio Addtion 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 r Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.126 E-mail: cj@r-c-e.com (Footing Id: F1 B1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf FootingWidth ...................................................... 1.75 ft. FootingLength ..................................................... 1.75 ft. FootingDepth ...................................................... 12.00 in. PunchingShear Stress............................................0. 4.04 psi BeamShear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity only Soil Bearing .......................................... .798 ksf Wind Load Soil Bearing ............................................. .798 ksf Seismic Load Soil Bearing .......................................... .798 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.20 0.00 0.00 Live Load 1.06 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d = 12.00" X W = 1.75' - 0 - Cover = 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com IFooting Id: B2 12/5/03 2:57:07 PM Project Info Mercurio Addtion 2003.126 F2 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... GravityOnly Soil Bearing .......................................... WindLoad Soil Bearing ............................................. SeismicLoad Soil Bearing .......................................... LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.000 ksf 1.330 ksf 1.330 ksf 1.00 ft. 1.29 ft. 12.00 in. .73 psi n/a psi ASTM -A615 .00 in' .00 in' .00 in' 1.000 ksf 1.000 ksf 1.000 ksf 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.57 0.00 0.00 Live Load 0.64 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 i d= 12.00" X W = 1.00' ::::T3. over00" FZ Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:57:18 PM Company Info I Project Info R. C. E. (Project: Mercurio Addtion 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 ' Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.126 E-mail: cj@r-c-e.com (Footing Id: F3 B3 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf FootingWidth ...................................................... 2.50 ft. FootingLength ..................................................... 2.50 ft. FootingDepth ...................................................... 12.00 in. PunchingShear Stress .............................................. 13.36 psi Beam Shear Stress ................................. 3.67 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 in= Gravity Only Soil Bearing .......................................... .888 ksf WindLoad Soil Bearing ............................................. .888 ksf Seismic Load Soil Bearing .......................................... .888 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.58 0.00 0.00 Live Load 2.59 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" W = 2.50' :::T3. over00" �3 FW Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software • Company Info I Project Info R. C. E. (Project: Mercurio Addtion 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 r Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.126 E-mail: cj@r-c-e.com (Footing Id: F4 BM4 6BM5 12/5/03 2:57:50 FH FOUNDATION PARAMETERS Type Center Length Material Properties: 0.00 psi Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi 1 Other Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Section: 2 2,000 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on 80% of Ig): psf (actual Length, ft. Width, ft. Depth, inches Gravity Section: 1 2.50 2.50 12.00 Section: Section: 2 3.00 1.00 12.00 1,995 Column 6 Wall Data: Punching Shear Stresses: Column1 ........................... Type Center Length Width 0.00 psi ft. in. in. Column 1 Other 1.25 4.00 4.00 Bottom Steel Column 2 Other 4.25 4.00 4.00 int/ft, Spacing Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 879 / 1,500 879 / 1,995 879 / 1,995 Section: 2 899 / 1,500 899 / 1,995 899 / 1,995 Beam Shear Stresses: Section: 1 ........................... 3.62 psi Stirrups not required Section: 2 ........................... 12.48 psi Stirrups not required Punching Shear Stresses: Column1 ........................... 12.57 psi Column 2 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in 2, Design int, Design int/ft, Spacing in 2, Spacing Section: 1 Strength:.. 0.01 1-#4 0.06 1-#4 0.04 #4 @ 67.Oin. Not Regd... Section: 2 Strength:.. 0.01 1-#4 0.03 1-#4 0.00 ..... N/A.... Not Regd... Note: Strength = Steel Required for Strength.. F5 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:57:50 PM Footing Id: F4 Page: 2 Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: = 4.588 kips 1.4DL LOLL 1.4DL + 1.7LL kips 1.4DL + 1.7LL + 1.7SL LOLL + 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL = 8.137 0.9DL - 1.3WL 1.ODL + 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.667DL 0.9DL + 1.4EQ 0.9DL - 1.4EQ 0.667DL - 1.OWL Soil Load Cases Considered: 1.ODL +°LOLL + 1.OEQ = 8.137 kips 1.ODL LOLL - 1.ODL + LOLL kips 1.ODL + LOLL + 1.OSL + 1.OEQ 1.ODL + LOLL + 1.OWL 1.ODL + l.OLL - 1.OWL 0.667DL + 1.OWL = 3.522 0.667DL - 1.OWL Envelope Case 1.ODL + LOLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Column:l 2.40 0.00 2.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:2 0.80 0.00 1.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 4.588 kips 1.ODL + LOLL = 8.137 kips 1.ODL + LOLL + 1.OSL = 8.137 kips 1.ODL + 1.OLL + 1.OWL = 8.137 kips 1.ODL + LOLL - 1.OWL = 8.137 kips 0.667DL + 1.OWL = 3.522 kips 0.667DL - 1.OWL = 3.522 kips 1.ODL +°LOLL + 1.OEQ = 8.137 kips 1.ODL + LOLL - 1.OEQ = 8.137 kips 0.667DL + 1.OEQ = 3.522 kips 0.667DL - 1.OEQ = 3.522 kips Envelope Case = 8.137 kips Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/5/03 2:57:50 PM Footing Id: F4 Page: 3 0 -ft. I FS #I1 2.9 kips V, kips 0 -3.2 kips 1.6 ft -kips M, ft -kips 0 Bearing psf Defl, in. 0 I -0.4 ft -kips Col#2 FS #2 5.5 -ft. 899 psf 0.200" Fd 3 STRUCTURAL CALCUL TI RCE Job #2003.126 for Janice Lee Mercurio Residence 630 Tandy Court Chico, Ca 95926 Calculation Index. Page Project Layout 1 ® Beam Analysis B6 Footing Analysis FS SWG �C � / J. A, M 43869 A U co EXP. 3-31-05 Revision Summary: sT CIS/Il cp caLJF Rev.-0 02/04/04 Initial Issue CI'V'IL. STRUCTURAL U RA CEENGINEERING SURVEYING 3060 Thorntree Dr. Suite #10 - Chico, CA 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 fax ci(?r-c-e.com - http://www.r-c-e.com I Structural Calculations Criteria Project: Mercurio Residence ` RCE Job Number: 2003.126 Owner: Sal a Barbra Mercurio Location' 630 Tandy Court, Chico, CA Date: December 05, 2003 Code: California Building Code, 2001 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importancefactor: 1.0 Soil Profile Type: So Seismic Source Type: Closest Distance Seismic Source: N/A Wind Design: (Method 2) Wind Speed: 75 mph Exposure: ' C Snow Design: n/a Soil Bearing: 1500 psf Notes: No Special` Inspection is required for this project. Roberts consulting engineering does not represent that these calculations or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared 'Roberts consulting engineering disclaimsresponsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies CIVIL, - STRUCTURAL CENGIE SURVEYING NEERING 3060 Thorntree Dr. Suite #10 - Chico, CA 95973 Phone: (530) 894-.8833 — Fax: (530) 894-8882 fax cip_ r-c-e.com http://www.r-c-e.com i Load Type Distribution _Magnitude Location (ftj Pattern Shear 680 Total Start End Start End Load? 1 Constr. Full Area 16 _(5.00) Length Yes 2 Dead Full Area 18 (5.00) L/360 No Criterion 831 value 831 ,Dead Live 680 Shear 680 Total 1511 237 1511 Bearing:` fb = 1342 1.0 Length 0 :Live Defl'n 0.28 = Criterion Analysis value Desi n - ValueAnal sis/Desi n Shear fv @d = 62 FV' = 237 fvv' _ 0.26 /F Bending(+) fb = 1342 Fb' = 3000 fb/Fb'-= 0.45 :Live Defl'n 0.28 = L/736 0.57 = L/360 0.49 Total"Defl'n 0.79 = ` L/259 0.85,= L/240 0.'92; Foot2000 x2.1.63, Copyright'© 1999-2001 Spyder Software 2/4/2004 11:59:35 AM Company Info I Project Info R. C. E. (Project: Mercurio_Addtiom 3060 Thorntree; Suite 10_ (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.126 E-mail cj@spydersoftware.com (Footing Id F5 B5 j FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........... 2.00 ksi Concrete Type... ... ... ...... ........ HardRock Concrete Cover... .. .. ..... 3.0 in. Steel Ultimate Strength, Fy........... .............. 40.0 ksi` Column Size..... .. ...... 6.00 in. by 6.00 in. Allowable Soil Bearing Strength....... .... .. ...... ..... 1.200 ksf Wind Load Soil Bearing Strength, (1.33 increase)..`..... .... .... 1.596 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.596 ksf Footing Width.. .. ... ................. .. 1.25 ft. Footing. Length. .... 1.25 ft. Footing Depth ..... ... ........ ... .. . 12.00 in. Punching Shear Stress. .... .. ....... .40 psi Beam Shear Stress. ... . ......0.. .. .... n/a psi Reinforcing Standards per.. .. ... . ...... ASTM -A615 .. .. .... .. .... ... ... . Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom.Reinforcement-Required for Strength.............. .00 in' Gravity Only Soil Beari.ng.. 1.020 ksf Wind Load ;Soil Bearing. .. .. ... ...... ..... .. 1.020 ksf Seismic Load Soil Bearing.. .... 1.020 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL-+ 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL +-1.0EQ 0.9DL + 1.0EQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft-ki s) Dead Load 0.80 0.00 0.00 Live Load 0.70 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads, 0.00 0.00 0.00 I X Z .. I ex = 0.00" fez 0.00" Cover d = 3.00" 1 12.00 ;e- W 1.25 ® e 011U, d 11 1 REVISIONS BY �r n4-,.- - TL3'?`s {+qt I qI [Jl�l) r� 7 , TOS (ryj(IT_ f 4r -X ! V . VAI T"`a , 5ox I o T p'l wD I~j a rd . ! r a�iy I 4 tTm Or -- LIT r DESIGN � DRAFTING BY �a o ELECTRICAL- NOTE 1.) ELECTRICAL FIXTURE TYPE, {. / SIZE, AND LOCATION TO BE AS ToS_ i' DIRECTED BY OWNER. 2.) ALL OUTLE TS & SWITCHES TO BE L on LOCATED AND APPROVED BY —__ e u OWNED PRIOR T® INSTALLATION. u - 3.) ALL OUTLETS IN KITCHEN TO BE GFI PROTESJED. SUITE 15 676 E FIRST AVE ILy ? n ,i I- � { / CHICO CA 95926 < ! PHONE .& FAX (530) 692-1937 13 Ln _ — _ r r - ...... A 01 _ L 1 .t T . 4 ��..•� _ J .. . 7F 91ttyy,, 11101 SCOPE OF PROJECT:- _— - EXIST WALL TO BE REMOVED FROM KITCHEN & REPLACED WITH A GLU LAZY! BEAM. FTING TO BE INSTALLED TO SUPPOR INTERIOR END OF BEAM. 4030 WINDOW TO BE REPLACED BY A 5640 t I WINDOW. NEW CABINETS AND APPLIANCES ARE TO BE INSTALLED. ADDITIONAL LIGHTS AND.'� { 7 d RECEPTICLES TO BE INSTALLED TO EXISTING, ! ���ff���. ;fTM t 1-0, « POO 40 4 C2 �� - Date .� 333 gry '/•�' � 2 ,,� �, . � , g ., r ! `? 6 ! `f., t ' ±t j n ��� ,;i .:i+,, u,J a �ase`f BUILDING Scale al e v t {' t7 f k ! 7 ! -. a 7 @ xl m oc-, 'F a yr .. spec, e3 � t� � � Al T se ,.1, „mx a'1 C U 1 tm1t b1 0 1s w! pn• . W +,a 3 ' y + w. „ ���' ' � � JOh y�,, r flat � "' Sheet i^ t"- } g�� t: ` . �, fa 1`� 9u i .4'y'+'' N! yx.,.. 'I �, .+l �Lv� 9 ias�4 ite 8 17 9 u� � e 'b. m rn` &e mat Lon Of Sheets. 98 X 24 PRINTED ON NO. 9000H C! EARPRIIYTo - p{pg1 i� IilI� �lmri �k �lIli I �I. li I {7i a ti i .III 'I� ill ' I �..�� � J _ __ - — .._,..o,.., � -- _ .. �� Jt if i JIB L Al STOCKDRAFTI.NG FORM NO,. 101-50 RC {7,T l` I6LG 'a