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HomeMy WebLinkAbout065-110-060BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION_ Site Address: 6659 IMPERIAL WAY Owner: Permit No: B07-1192 APN: 065-110-060 HALES, LIVING TRUST Issued Date: 08/09/2007 By KCG Permit type: MISCELLANEOUS P O BOX 1118 Subtype: Room Addn-First Stry MAGALIA, CA 95954 Expiration Date: 08/08/2008 Description: EXPAND BEDROOM - ENCLOSE E (530) 873-0579 Occupancy: Zoning: TM -5/1 Contractor Applicant: Square Footage: COMPLETE HOME REPAIR HALES, LIVING TRUST Building Garage Remdl/Addn 1646 BILLE ROAD P O BOX 1118 100 PARADISE, CA 95969 MAGALIA, CA 95954 Other Porch/Patio Total (530) 872-1448 (530) 873-0579 100 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Room Addition - First Stor $186.77 DBFIRE Fire Inspection (SRA) R $205.40 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Room Addition -First Stor $280.15 DBOMSCF Fire Safe Standards Re $115.98 DBSMIP Residential $0.65 Total Charged: $967.35 Fees Paid: $967.35 Balance Due: $0.00 Receipt No: B3310 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License COMPLETE HOME REPAIR 506766 / B C17 / 03/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 08/09/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ Section I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number. Exp. Date: (This section need not a competed if the permit is or one hundred dollars ($100) or less. ❑ IAM EXEMPT under Section B. 8 P.C. for this reason: 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 Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 08/09/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X08/09/2007 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building - z",01o4I Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. 1 agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) udi injury, including death, and property damage caused t is arising out is a in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized o act on the property owners behalf. rz g� 08/09/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permitte SI N] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR. DAgent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 5)8-2140 �� • A FEE WILL BE REQUIRED AT T11WE OFAPPLICATION Website: www.buttecounty.net/dds BIN **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name Name First Name. Q e City` G / J Mailing Address Zip City a Fax State Zi ,�6 Phone 6 ; —0-5' Zef &/ Fax 17 J E-mails, lef /0 S� ¢/ Loll APPLICANT INFORMATION CONTRACTOR Name 0 _ o s Address City` G / City tate Zip Phone Fax E-mail Fax Lic. # &/ Class APPLICANT INFORMATION ARCI-ll TECT/ENGI NEER Name Address " Address City` G / City State Zip 95� Phone zz I Fax E-mail Open Cov . ZI State License Number APPLICANT INFORMATION Name f Address City` G / State` Zi Phone , 05-7f Fax E-mail l- Gid �rttofbl / J APPLICANT SIGNATURE w PaA. as(A_CW_ PROJECT LOCATION AP# Property Address City a WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION/OR SCOPE OF WORK: r� Sq FT- Living Garage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Open Cov . ZI For office use only: _ Zoning rn I�tlpone SRA ve No Occ. Type Const. California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau . 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1192 Date: 5/31/2007 Location: 6659 By: GLB Parcel Number: 065-110-060 Sub Type: Room Addn-First Str. Owner Name: HALES, LIVING TRUST Phone: (530) 873-0579 Description: EXPAND BEDROOM - ENCLOSE EX DECK To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County Development Services -Building Department requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to schedulin the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site :. ✓ Structure location must be staked out on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 5/31/2007 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/FireDrevention/protplan/protplan.html FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1192 Date: 5/31/2007 Location: 6659 By: GLB Parcel Number: 065-110-060 Sub Type: Room Addn-First Str Owner Name: HALES, LIVING TRUST Phone: (530) 873-0579 Description: EXPAND BEDROOM - ENCLOSE EX DECK The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ PPaaradis f Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 1 `vim h SCHOOL DISTRICTS ❑ ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EaNj XMW07 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) &72-6400 V OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: p Date: 5/31/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 d 0 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1192 Date: 5/31/2007 Location: 6659 By: GLB Parcel Number: 065-110-060 Sub Type: Room Addn-First Str Owner Name: HALES, LIVING TRUST Phone: (530) 873-0579 Description: EXPAND BEDROOM - ENCLOSE EX DECK By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided bylaw. Signed: Title: FILE Date: 5/31/2007 BUTTE COUNTY FEE SUMMARY Permit Number: B07-1192 Job Address: 6659 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Contractor: COMPLETE HOME REPAIR 1646 BILLE ROAD PARADISE, CA 95969 Printed: 5/31/2007 11:51 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021 DBMSC Room Addition -First Stor 13-4614901-1010 $75.70 5/31/2007 $75. DBF Room Addition -First Stor 0010-440001-4210500-1010 $280.15 5/31/2007 $280.15 DBSMIP Residential 0010-440001-4210500-1010 $186.77 5/31/2007 $186.77 1001-0-280-1011298 $0.65 5/31/2007 $0.65 Printed By: Gwyn Benedict 543.27 $543.27 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: � e Date: 5/31/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hiip://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1192 Location: 6659 Parcel Number: 065-110-060 Owner Name: HALES, LIVING TRUST Description: EXPAND BEDROOM - ENCLOSE EX DECK Date: 5/31/2007 Phone: (530)873-0579 Signature of Property Owner: Date: 5/31/2007 FILE &-r BOB MANGRUN[ 5655 ALNmoND -STR�cT . �IERGY`CONSULTANT' ..: P/IR/IDIS�,.CA.959G9 . 530 77-3979 FAX `35 0-$76-9616 -> Title 24 Residential Title- 24 Commercial TITLE 24 SUMMARY JOB NAME: H.E.R.S. VERIFICATION REQUIRED YES. NO INSULATION: ATTIC WALL =-g-/? FLOOR = /� SLAB = FENESTRATION:. V I N YL I-f2AM6- "U" VALUE SHGC SHADING = ST.�AJDAR6 HVAC SYSTEM: SQUARE FOOTAGE 9 HEATING btu's = HSPF A.FUE: 80. COOLING btu's = mss/ S SEER: /- O WATER HEATING SYSTEM: GAL. STORAGE GAS = ENERGY FACTOR = GAS INSTANT = , 5 RADIANT ROOF: YES: NO: HOUSE WRAP: YES • NO. / f 'BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM i (One form per Building) School District Building Department No. / Tax Rate . rea No. A.P. Number (>'n � I ID OJurisdiction: City County Property Owner her vy� �a Iv -1 41--� ' p S Property Location/Address Subdivision Residential Development = Q No of Living Mobile Home Units Installation Commercial/Industrial Q New Addition Lot No. ................................................................................................... 0 Ad ition/ *Supplemental to Conversion Permit # *(No foundation inspection) ....................................... _......................................................... Sq. Footage _�- (Group R) Cr. Demo - existing sq. ft. see attached Net total sq. ft. tl 9d Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) -<—/ 31 D Date District Identification/N' o.�_• School District certifies that v- - - - v • v c _ - (Payor) . has complied with the requirements of Resolution No. lrepresenting square feet. School Paid by Check # Remarks: (Zip by payment of $ B 2926 $ FULL MITIGATION $ Date N (Phone Number) Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (1ti06)dmm BUTTE COUNTY DEVELOPMENT EEE CERTIFICATION FORM Q FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) n(O S- ' 1 1 b " CXP 0 Building Pen -nit Numbero�- Property Owner (s) rr rna in _gGt-'p S Project Location /Address �—f/v i 02 1A Subdivision'Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached /Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Representative 0 FRRPD ❑ CARD ,VRPD 0 DRPD certifies that: Date r a G►vTmo^n Y7 3­0-S?2 Applicant Name Phone Number P C) (�M�c MSS f1'1c� `a C'i Mailing Address V1ty state Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ Remarks: s"a per unit for a total of $ ate' per sq foot for a total of $ y Paid by Check No: Paid by Cash: Receipt No: ".2a 1 &T ark Distric sentative Date NOTES - j 1� RESIDENTIAL PERMIT NO. — 065-110-_060 je 02-2540,+` M HALES, Sherman Y 6659 Imperial Way, Magalia Cont:. Ken Young New Single Family__r,_.___ L(n3-- I oc) I Baelcctf VA-06� - SPECIAL CONDITIONS CHECKED r BY SRA &: FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter B Da"� ELEC I Met JOB FINALED (Date)—q- - Lq y m • Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDSAFLOOR (Plans) OK except #'s ., Main; Soils-Elec. Grnd.-/ /" Ftg. Del ,f Garage; Soils-Steel-Elec. Grnd.-/ /" ., Porches & Decks; Soils -Steel-/ /" P mwalls, Main; Steel-Blockouts-Wrapped V 64" Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers- ire lace Ft .-Steel .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 1 k Electric Underground `13'. Plenums & Ducts; Clearance -Material -Support -Ins. T4. irders-Sills-Anchor Bolts-Joists-Vents-Crippies 1A,.trccess & Ventilation 6. Insulation i Date 1q,0relO Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date 4&UMBING (Pe OK exce 's (1 7. Water Htr. Ven Acc - ombustion Air Baffle 18. Water Bion• T Anehor-Nail Protection 19. D il Protection Showe a est irst Floor -Tub Access �v 21. Test Tub ower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors er; est DatejZ jq Q Card B-1 lit.)Date Card B-1 Date Card B-1/- Date Card B-1 Date ELECTPA ALefPe-hmit) OK except #'s Receptacles Spacing -Lights & Switches at Doors Size Box o.�of Conductors Sta 27.stalled Close to Edge4yfStuds & C.J. 2 . Ground made up w/Mech Fasten. and Gas &Rater 2 Appliance Circuits in Kitchen & Conductor Size GFI 3 or AI 31. Range Circlq/,,/ Cu,or,jkl-Oven Circa/ /ga Cu or Al Main Disconnect 34. C es Closet L 3 . Smoke Detector Date 17j qyLCard B-1 VO Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. D cts Insulation & Support 37. VWFanxhatyst above insulation 38. Conde ra' -& Overflow, Size & Grade 39. F ace -V Access -Comb. Ait-Return Air Vent 115 Outlet 4 Attic Access & Platform if Furnace in Attic Date L2,1 q, -Cf LCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMIN6(Permit) OK except #'s 4f -'Sills FmVeir Materials & Anchors 4 Studs -Nailing Spacing & Braces -Plates -Sound 4 Be g W IIs over Girders & Floor Nailing 4 raft Vp in Walls (ra proof) Tubs 46!Headers & Beams -Size & Bearing Date FRAMINId(Continuedl i _71-11`_irep 3se-Ties or Type 6Xe-Fireplace Throat Clearance is Access; Si4w&-Romex Protec;ien-Draft StopJAK. Baffles vinwws or Exiting U Fire Protection Fram 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. S�yectTlylesh-Drip Screed -Fd. Vents-Underflr. Access *fGlazing Area -Glass Protection -Skylights -Plastic 60. 5Mar Walls; Nailing -Bolts -(- :0 rT 641 gpm Interior/Exterior Wall Panels I lation-Wal Is -Ceilings 6a' -Infiltration -Walls -Windows Dat 67, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FJJl_ (Plans) OK except #'s 6 5 Ex"feps-Door & Sidelight Protection ding 6&.- Furnace Vents -clearance -Comb, Air -Connector - Ir arage; Above Floor-Ducts-Mech. Protection W. C3,Pr & Bath Fixtures & Tub Access -Spa K. Trim & Subpanel, Breaker Sizes & Labels 79�,%tgirs & Rails F' lace or Stove, Clearance -Hearth ,. 7 Outlets at Wood Panel, Int. & Ext. iT KiVPixt. & Appliance; Ground-Air-Gap-Cookina Clearance T�/I�,rOutlets & Receptacles at Kit. Counter AM1ffara lfe Fire Door; Swina-Landina-Closure ;6-'A-P!0uct in Garage -Damper 77/Wtr. Ht ; Vents -Clearance -Comb. Air Connector-P.R.V. i ar e; Above Floor-Mech. Protection 7 ; Elec. & Mech. Equip. Listed for Location EI . ceptacles in Garage (F.F.I.)-Romex Protection I ation-Foam-Looked in Attic GuwdRails & Deck Construction -Post Caps W.—'Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83: Following Instld./Ddve O Yes O No/Walks 11 Yes O No/Planters O Yes O No G$S!A.C. Unit Disconnect, Electrical -Plumbing ear Is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings B . W5er Well, Disconnect, Electrical, Plumbing Uelfxt nor Elec. Trim, G.F.I. Receptacle -Underground We-lenfit6on Throuahout House 9],"Copefions from Previous Inspections 9 as st-Meters Tagged, Gas -Electric 93 at�Sewer Connected -C/O to Grade -HD Approval 9 n Compliance Certificate -Other Certificates 9Z,14ddress Posted 96. Fire Sprinkl Date Card Date Card B-1 Date Card -1/ Date - Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ • P LPG 4. 7. Well Clearance & Disconnect Electricity; MH Test 8. Utility Clearance 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits Date License Decals Card B-1 Date- Card B-1 bate Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ft 7. 1. Zoning Requirements -Setbacks -Easements 8. 2. Footings; Size -Spacing -Marriage Line 9. 3. Gas; MH Test -Demand -Valve -Connector 10. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 11. 5. Drain; MH Test -Fall -Flex Connector 12. 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. POOLS (Plans) OK except ft 10. Exits; Insp.-Sketch Setbacks -Easements 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blockina 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 6. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE BUILDING DIVISION ti DEPARTMENT OF DEVELOPMENT SERVICES 4 411 Main Street • Chico, CA • (530) 891-2751 7 County Centertrive • Oroville, CA • (530)'538-7541 �J CORRECTION'IVOTICE 0z- Zs d 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, Date In REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT N0. 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. h JoPAr Xr- Date �p/�j� Inspector REV 10/92 COUNTY OF BUTTE - - - ........ ..... ~ l BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 f7 County nter Drive - Oroville, CA - (530) 538-7541 CO11RECTION NOTICE ©. _ 546 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 v completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Ilk If - _ff01- .0 r4 s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7r4lo_ �EfjlylTwo. (Rev.12/96) APPLICATION AND PERMIT ASS ESSOR PARCEL NUMBER 065-U-- •--06Q ZONING TMS BUILDING PERMIT OWNER HALES S � kVL LL, 403 TELEPHONE 779-5636 SO. FT. OCC. BUILDING VALUATION , 3152 TR 170 200. OWNERS MAILING ADDRESS 15625 LAMAAR DIUVE MORGAN HILL CA 95037 1116- U 20,088. CONTRACTOR'S NAME ::EN YOUiVG TELEPHONE 545 7 085. 293 0 2,051. CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace "All 1,500. LENDER'S MAILING ADDRESS Total Valuation $ 200 932. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 993.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ :5.45 BUILDINGADDRESS 6059 IMPL';;'.I.�L, �7AY MAGALIA Ener Plan Checking Fee Energy g $ 23.00 $ PERMIT FEE $ 1 081. �:•LOT NO. 2 --]-�u�5 NAME PAR�CE� AP81 11 PLUMBING PERMIT Filing Fee 20.00 Each Trap 131 7.00 9" .OJ USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 - Each gas water heater or vent 15.00 30, QQ TYPE OF WORK New 10 Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 . Q0 Mobile Home I S I G W @20.00 PERMIT FEE s 186.00 ELECTRICAL PERMIT Filing Fee 20.00 R LESS Main Service OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �� ��� License Class R DECLARATION OWNER -BUILDER I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and number are: Carrier C- Main Service 200A TO IOooA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. S. SO Lo NO" N REOSIUT MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. DR Ex. Occup. OUTLET OR FURES BAL Q'; 0 LNS Ex. Occup. otnLEEDTSA RESID.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating SPT TT15.,00 _Cooling Hood 6.50 6,50 Ventilation 5 4.50 22.50 PERMIT FEE $ 79-00 Policy Number - (The above sections need not a completed 9 the -OFF -mit is for or of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' c pens provisions of section 3700 of the Labor Code, I shall fo wi o It those provisions. �y �X Date (/� _ S' nat a of A ant - ❑ Ow Contractor ❑Agent An O A pe i ' required cav ons over 5'0" deep and demolition or construction of structur o er 3 stori eight. of Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ 2.161.85 HAZ. .' D IMP FLAOD CDF PARC PJ HDA ISSUE This permit is hereby i ued under of the utte County ode and/or indicSted a for w ich fees have By PERMIT EXPIRES ON ` the applicable provisions Resolutions to do work been paid. 9 to pgQ Recei o / r0�� 3 7 ��� ��• WHIT D .S.-B.D. CAN Y -AS ESSOR PI INSPECTOR GOLDENROD -APPLICANT M BUILDING DIVISION tbUNTY OF B UPTE - DEPAR OFAEYat)PMENT SERVICES 7 COUNTY CENTER DRIVE = OROVILLE, CAL-tF.OftA 95965 - TELEPHONE (530) 538-7541 tr PERMIT APPLICATION DATA ZEEET OWNER: 11791'eS Pe5;( e�6 . -eASSESSOR PARCEL NUMB Proposed Building Use: A2404) 5)" Building iiispector: -J, -T Date: At time of permit application, I was advised the following data must be sub ed prior to permit poce;s*mg and/or issuance: Date Received By 0 1. All items have been submitted.----------------------------- ------------------- ------------------ � Plot plans; 3/4 sets, signedby the r arer of plans - ---------------------- ------------------------------------- VComplete plans, 3/4 sets, si by the reparer of plans. ------------- --------------------------------------- Engineered plans, ineered pl3/4 se th wet si ature on plans. All engini g must be shown on plans. -------- ote t , 4 ul ,(/W. Engineered truss details and layo 4,n uplicate (required prior to Ian review) No faxes! ------------------ A/&6. Energy Design CompliaJe and supporting documentation. ---- ---- - ----------------------------------- 117. Statemen't'of Intent for N&,-He4ed and A/C Buildings. ------ ----- ----------- ------------------------------ El 8. HazardousMaterial F . ------------------------- - - ------------------------------- Man ac Home to d installation instructions incl t --------------- s -- ----------- D'V - ManuWf. r's of $/ ------------ / MPE Impact pact fees as sho onWttached schedule. ------ ------ ------------------------------------------- C. — I - - �1� California ent orestry plan ap -K --------- - t3/F prov 0 loodelevat' n cate - ---------------------- ----- ---- --------------- 0 ------ r4�Sanitation and p1 Ian approval thDepartmen ------ 1115. City ✓of Chi - I --------------- L ------------------------------ --------------- -------- IZZ-7---- A 1116. Plot pliffi-an mess license approval from e Ciql<<Biggs - ---------------------------------------------- 017 Planning�approva r (A) Use: M/ (B) Par lkg: -------------------------- Contact and Develo ent about 0 Imp • vements, 0 Drainage, 0 Legal Parcel.----------------------Rk - ,9 . Encroac t Permit or driveway (co ction approval prior to occupancy) - ---------------------------- E120. . � rct Pre -inspection oNn t�( V, , I , I __ required. Request to Building Inspector on (Date) El 2 1. Contractor's liven ormati (N ber, Name Style, Classification). ------------------------------------ 02_? -Workers' Comp carrier and olicy - ----------- ----------------------------- C3 ;weer -Builder Verification (I v o ownkailed to owner 11) - -------------------------------------- 24 tter of signature authorization, -------- ------------------- ; -------------------------------------------------- RecZ�ded copy of Agricultural A owled I en S tementltt-A`'-1;--------------------------------------- --J� ❑26. AJ. --------------------------- 026. Letter of intent on building use.f --- ----V-------------------------------------------------------- 4 — 0 2 7. manufactured Home utility cl l---- --- - ance----- -------------------------------------------------------------- 028. Existing violations and/or e p tst ---- ------------------------------------------------------------------- El 29. E3 43 3 A, 11 Grant Deed, 0 T# e h ck to H.C.D - --------------- 1130. Other: ------- you issue the permi't,jro 0 wsI to ontractor. ss '-"as c WTelephone-ft.,?- d Nho 4or pickup oMail rt, office 11 Deliver with ector. %3 19 Ap fic-,,,;:� -2/ Date: /13 Fire Department, 0 Air Pollution DaV Copy of Haz-Mat form sent 0 Health Dep&Ven p Copy of plans sent 0 Health' Def"ent , ,o Fire Departrn n 0 0 r: 1. Index permit application for the above items numbered: - 11 Plan Check List 2. Additional iterns,required: Contractor,490trl owner, was advised of the above required data by)(phone, 11 mail, 0 Building Division counter, by tE Date: 5 Contractor, designer, owner, was advised of the above required data by o phone, 0 mail, 0 Building Division counter, by Date: -7-7 Contractor, designer, owner, was advised of the above required data by 0 phone, 0 mail, 0 Building Division counter: by Date: Contractor, designer, owner, was advised of the above required data by o phone, 0 mail, 11 Buildina Division counter, by Da e: Plans reviewed by: Date: Plans approved by:D'i t�7 1 W/02 Sets of plans on hold in 13 Plan Cabinet, 11 A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 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 Proposed Building Use: k2, j Counter Technician: Date: �•Z Items required in order to apply for a permit. All boxes UST be checked OR marked NA in order to apply M . �- L. Plot plans, 3 or 4 sets, signedty the preparer of the plans. :J�72. 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. ..1:174. Engineered truss details and layouts in duplicate. No faxes! JE�5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all ih-duplicate. ❑ 7. Metal buildings:* A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form.................................................................:............. _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) rfif 14. Fees as shown on the attached Schedule of Fees Due Sheet.... ref ..,S.'... v?? � ��.......Jv­..... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. %1'6. Sanitation and plot plan approval frorri'ihe Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance.......................:....................................... ❑ 29. Existing violations and/or expired permits................:.....:.................................. ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 7 Q Z and hold for pickup. I have been informed o he„above items and requirements for obtaining a building permit. PP cant: / qDat i 1. Index permit ap atidn for the abovte items numbered: 2. Additional items required Contractor, designer owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor designer, owner, was advised�of the above data by '❑ phone, ❑ mail, ❑ counter, by Date: Plans revLwed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: - Date: YeII : Buil ine ivision . Plan Check Letter Date:_ Date: OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE BUIL DING USEtl . 1 -i' �'3 PERMIT FEES alance Due ........................................ --Additional Fees Due ................ --Additional Fees Due ..................................:........ $ --R ... 19. ........... $�' �,5_27 -SCHOOL DISTRICT FEES U�1 J pa Ad at District Office) i} 3., S�AERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units j ommercial (sq. ft.) .......... r .......... Sq. ft. i 4. URBAN AREA FEES Residential ........................... x # Units Commercial (Sq. ft.) ............. x Sq. ft. 5. RECREATION DISTRICT FEES x $0.03 = $ t Amt. Amt. 6. THERMALITO DRAINAGE DISTRICT FEES � i� $510.00 (paid at Building Division) J:G�Z. ' SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE __6-9 RECEIPT # DATE FEC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. I APPLICANT DATE 2:;�_ /'49J-7 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) L A N D O F NATURAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 August 8,- 2002 Sherman Hales 15625 Lamar Drive Morgan Hill, CA 95037 Our records indicate that your building permit application has expired and was never issued. If you would like to retain the plans you submitted, you must pick them up at our office prior to August 23, 2002 or they will be destroyed (plans will not be mailed). Our office is located at 7 County Center Drive, Oroville. Our office hours are 8 a.m. to 4 p.m. Monday through Friday. . l 1- - LAERiE MULAnUN CO., MC. INSULATION CERTIFICATE WMI �� 5 S ►� ri � t,�a �l acia.Q,�ct� r •rr •.111 T t,i=:;Vt i:: IL DESCWTION OF INSTALLATION 1. ROOF Brand Name 711 ddsness finches) Thermal ResbW=(R Vah[e) 2. CEILING Ball o r Blom Type EbmiassOMIs Brand Name Johns Manvffle Thickness 1.3.0Thermal R (R -Vi") 238 Lroose FSI TW Brand Name Johns MarmVMe Cirr:bracioNs rein. b"1811011 wei$ M sq. O• (01 S rb. MWmuurm Tho=w 15.75 a bichim . AlEaerrmfar�mme�s bnbdbd m WgM per squme footin achieve Thermal R rmcma (R Value) MOW" obos1ms Batts 7imaa kww owhi s) k 6 u a. RAISED FLOOR Ab banal Eft=b 802 T (i►lo �5'� 5. SLAB FLOOR / PERIMETER I lhidaress PabneW U Kdaffon Dish { ? & FOUNDATION WALL DECLARATION Ihereby cwft w�m the c a Rs CWW' on Brood Karns Johns Modle Thenmm3 fiance (RValue) &L9 Sim Name Jobns wale Themttal (R VaIus) R.19 Tlmermal R (114"L Thermal Reese (RValue� %aa 1�IdI,CA 00 17Mii . . imim 065-110-060 V03-1001 HALES, SHERMAN 6659 IMPERIAL WAY, MAGALIA , `_ ;' Cont: YOUNG, KEN INSTALL BACK-UP GENERATOR 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELORMENT SERVICES - BUILDING DIVISION 71�- 7 County Center Drive • Oroville, California 95965 • Telephone (53 538-7541 t(Rev.12/96) APPLICATION AND PERMIT I � 3f ASSESSOR PARCEL NUMBER / f /j41 IV/ v ZONING BUILDING PERMIT OWNER ML I'TELEPHONE I m,1-40477 �)(/.�� -V {7 SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS IF CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ J / ,(� BUILDING ADDRESS 61 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISwN'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE n SF ❑ Duplex ❑ Mobilehome ❑ Other �i1 til [moi t 7.0 / 1/['r 1��%� sPEDIFv Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑/Utilities ❑ Installation 0 Other ❑ Describbee) Work: / .I�C �c�% U �CJ 7" --e/ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ �a• S '7/ %, v f ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service sooA TO L000A 46.00 NEW CONST. DW JNG OCCUP. SO OR ADDNS. ( s ACC. BLns. 3.50Fr; L,oN-R61DT MULTI.OUTLET @7.50 APPAArL/5 S SINGLE OLInp CIR. Ex. Occup. OUTLET OR FIXTURES BAL Q I: 0 UNIS Ex. Occup. oimEETS R.,6.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ /Q MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall r not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / X _./ / :� � Date �Si —� Signature of Applicant C Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 6#0C tw HAZ. p. FEES IMP ROOD CDF PARCEL PD HD ISSUE / This permit is he -46Y issued under the applicable provisions of the Butte 21'nty Code and/or Resolutions to do work indicated ebo�ie for which fees havesbeen paid. , By Date 1t G PERMIT EXPIRES ON g1e' ReceiptNo. 77 i 5'7al'o J WHITE-D.D.S.-B.D. CANAR )ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (53 538-7541) 2� JX 1o• (Rev.12/96) APPLICATION AND PERMIT( ASSESSORPAR CEL NUMBER ZONING BUILDING PERMIT OWNERTELEPHONESO. J I'1LL FT. OCC. BUILDING VALUATION .OWNERS. MA ADDRESS I CONTRACTOR'S NAME 4 Y TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS , n Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDN6wN5 NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE �J/� SF ❑ Duplex ❑ Mobilehome ❑ Other 017 vlwf (�// (© SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ hhUtilities!! ❑ Installation /❑ Other ❑ Describe Work:/fiC� /% U/1111 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any .person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with hos rovisions. X Date _� Signature of Appli Owner ❑ Contractor ❑ Agent I An OSHA permit is requirpi6l for excavations over 60" deep and demolition or construction of structures over 3 stories in hei Main Service zuoA TO lOooA 46.00 NEW CONST. DWEWNG CUP. SO OR ADDNS. ( 6 ACC. BLDS. 3.5QFT, T. Npµp°SID. MULTI -OUTLET @7,50 APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 O I'50 Ex. Occup.BAL p .so Ex. Occup. OUTELETS (RREESID°ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.0 23,60 PERMIT FEE $ S'(� MECHANICAL PERMIT Filing ree 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD [797 71- 1 PD HD ISSUE This permit is heAy issued under the applicable provisions of the Butte unty Code and/or Re lutions to do work indicated a e for which fees hav een paid. / G BY e PERMIT EXPIRES ON ' ate ReceiptNo. S o i,hd WHITE•D.D.S.-B. D. CANARYrASOESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Watershed Protection Overlay Development Standards Firhaven Creek, Paradise Reservoir and Magalia Reservoir Watersheds Land Use 1. Current lot or parcel sizes in the Watershed Overlay Zone shall be stringently maintained. No further division of lots or parcels shall be permitted. 2. Current zoning shall be maintained, other than to allow the consideration of zoning proposal to a larger minimum parcel size. 3. No change in zoning shall be made and no use permit shall be issued unless and until the individual and cumulative impact of additional sewage disposal and surface water runoff created by new development which such zone change or use permit might allow can be proven to the approving authority by the applicant(s) to have no adverse effects upon the water quality of the watershed. Sewage Disposal 1. A 100 -foot sewage disposal setback from a perennial stream, a 50 -foot setback from an ephemeral stream or drainageway, and a 200 -foot setback from a lake or reservoir shall be strictly enforced, regardless of the date the lot or parcel was created. 2. Appendix VII of the Butte County Improvement Standards for Subdivisions and Parcel Maps and Site Improvements pursuant to Chapter 20 of the Butte County Code which now applies only to single-family residential lots or parcels created after April 4, 1974, shall also apply to all other development, including multi -family residential, commercial, and industrial, on all lots or parcels regardless of date of creation. The gallonage of sewage application shall be pro -rated in proportion to the useable area of the lot or parcel as determined in accordance with Appendix VII, using the Table I value of 350 gallons/day area requirement. a. A variance may be granted only on an existing lot or parcel when special circumstances are applicable to the property involving the soil characteristics, topography, or surrounding property characteristics. Variances may be granted only to the useable area requirements of Appendix VII, Table I. Cumulative effects within the hydrologic basin shall be considered prior to issuance of any variance. In no event shall a variance be granted that would provide less useable area than the requirements of Butte County Code, Chapter 19, Section 19-12. b. An application for a variance shall be made in writing on a form prescribed by the health department. Upon receipt of the application, the Health Officer together with the Manager of the Paradise Irrigation District, and the Chairman of the Water Committee of the Upper Ridge Coordinating Council, shall make an investigation to determine whether a variance should be granted. At the conclusion of the investigation, the Director of Environmental Health shall prepare a written order granting or denying the variance, and shall include in such written order specific findings of fact and reasons for its granting or denial. c. If the Environmental Health Division of the Health Department denies the application for Variance, the applicant may file an appeal with the State Regional Water Quality Control Board within ten (10) days after denial. The decision by the State Regional Water Quality Control Board shall be final. Erosion Control Measures 1. All roadways or driveways for new home sites on new or existing lots shall be surfaced with at least 2 inches of class 2 aggregate base, unless required to be developed to a higher standard. 2. All roads and driveways shall meet the minimum requirements as prescribed by Public Resources Code 4290 and 4291 and Butte County Fire Safe Regulations, or as prescribed by the Butte County Department of Public Works. 3. Erosion and sediment control plans prepared by a qualified professional shall be submitted with all building permits, discretionary development projects, and grading plans. All construction activities shall comply with the provisions of the erosion and sediment control plan. The plans shall include both temporary (first year) and permanent erosion control protection measures that prevent sediment and other pollutant discharges from reaching watershed drainages and streams. At the end of construction, and prior to building occupancy, the qualified professional shall certify to the Planning and Building Divisions that construction -was in accordance with the erosion and sediment control plan. 4. The erosion and sediment control plan shall include the time of year for construction activities. No construction shall occur after November 15 or before April 1 unless the preparer of the erosion and sediment control plan certifies that the conditions are suitable for such construction activities. Should grading be permitted during the rainy season, the smallest practicable area of erodible land shall be exposed at any one time during grading operations, as directed by the qualified professional, and the time of exposure shall be minimized. All areas where land clearing has been completed between April 1 and November 15 shall be stabilized and/or planted no later than November 15. No structures shall be placed within 200 feet of the high water mark of the Paradise or Magalia Reservoirs or within 50 feet of the top of the bank of any perennial or ephemeral water course, as shown on the most recent edition of USGS 7.5 minute topographic maps, in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. This provision shall not preclude development on a parcel that would otherwise become undevelopable due to this provision, provided that a variance is obtained pursuant to Section 24-50 of the Butte County Code. 6. The location of homesites (building envelopes) shall be shown on all future parcel and subdivision maps located in the Watershed Protection Overlay Boundary. 7. Erosion and sediment control plans shall be prepared by a qualified professional involved in the preparation of erosion control plans and shall be submitted for all three -acre conversion exemption timber operations within the Watershed Protection Overlay Boundary. 8. Three -acre conversion timber harvest operations shall not be conducted in the Watershed Protection Overlay Boundary during the period from November 15 to April 1. -ioftzlb 9Nn Im e, cz� I S n 51G� 4x� rw-�g cl o-2 l �S�no Qf- "d GINE M/PYvoc AS (�2 K14g4N6 VY A - CL— Lo Cn-T�c�/S o IJ Cal u N6 �-oS �- palV c w AFS Noc-(—s s A-Vt y . FIX ol C C Minimum distanc from CHART A from CHAT 6 "ono cut A 11/2" hole can p 2 x Dz Dz L?.2 x Lz L, holes larger be cut anywhere minimum minimum Ot,han 1. in in the web (also applies antilever to 11/2" holes) HOW TO USE THESE CHARTS 1. Determine the hole shape (round, square or rectangular) and select the appropriate CHART - A or B. 2. Under HOLE SIZE; locate the column which meets or exceeds the size of hole you require. 3. Use the first two columns to identify the TJI®.joist series and depth being used in your floor or roof system. 4. -Scan right across the row until you intersect the column which contains the hole size you selected.: The value shown is the required minimum,distance from edge of the hole to the the inside face of the nearest support CHART A - ROUND HOLES MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE CHART B- SQUARE.OR RECTANGULAR HOLES - MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE OR RECTANGULAR HOLE SIZE ROUND HOLE SIZE °DEPTH TJI®/Pro"2„ 3" 3„ :4" 5".` 6" 61/4" 7" 8" 88/8" 9" 10" 103/x" 12" 123/4" 150. 150 1'-0" 1'-6" 3'-0" 4'-6' 7'-0" T-6" - - - - - - - - 91/2" 250 1'-0° 2'-6" 4'-0" 5'-6" 7'-6" 8'-0" - - - - - - - - 150, 150 1'-0" 1'-0". 1'-0" 1'-0' Y-0" T-6" Y-0" 7'-0" 8'-6' - - - - - 250 250 1'-0' 1'-0° 2'-0" 3'-0' 4'-6' 5'-0" 6'-0' 8'-0" T-0' - - - - - 117A" S50 1'-0' 2'-0" Y-0" 4'-6" 5'-6" 6'-0° T-0' 9'-0' 10'-0" - - - - - 550 550 1'-0" 1'-6" Y-0° 4'-6' 6'-0' 6'-6' 1 T-6' 9'-6° 10'-6' - - - - 250' 250 1'-0° 1'-0" 1'-0" 1'-0 1'-6" 2'-0" 3'-0' S'-0" 6'=0' 6'-6"- 8'-6" 10'-0"- - ;. 14" 14" 350 '.1'-0" 1'-0" 1'-0" P-6 • 3'-0"' . 3'-b° 4'-6" 6'-0" T-0' 8'-0" 9'-6" 11'-0" - - 550 550 1'-0" 1'-0" 1'-0" T-6° 4'-0" 4'-6° 6'-0" T-6" 8'-6' 9'-0" 11'-0" 12'=0" - - 250 250 1'=0' 1'4" i'-0", 1'-0' 1'-0" 1:'-0" 1'-0' 11.;6- 2'-6' '4'-6' Y-0" 5'-0" 6'-6° 9'-0" 11'-0' 16" 350 1'-0° 1'-0" 1'-0" -1'-0' 1'-0" 1'-0" i'-6" 3'-0" 12'-0" 5'-0' '6'-6" 8'-0' 10'-6° 12'-0" 550 550 1'-0° 1'-0" 1'-0" 1'-0" 1'-6" 2'-0° 3'-6' Y-0' 6'-0' T-0" 8'-6" 10'-0" 12'-0" 13'-6' CHART B- SQUARE.OR RECTANGULAR HOLES - MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE Rectangular holes based on measurement of longest side. GENERAL NOTES • If more than one hole is cut into the web, the distance between the`edges of the holes ^ must be at least 2x the length of the largest hole. • Holes may be located vertically anywhere within the web. Leave 1/e" of web minimum at top and bottom of -hole. • TJlmjoists are manufactured with 11/2° 'perforated knockouts, in the web A approximately 12' qn-center along the length of the joist • Dhtances.in the charts above are based on uniformly'loade'djoists using the *maximum loads shown for any of the tables listed within this brochure. For other load conditions or hole configurations not included in these charts, refer to our TJ -Beam or TJ-Xpert' software or contact your Trus Joist'MacMillan representative. • For simple span'(5 foot'minimum) uniformly loadis meeting the'requlrements of this brochure, one maximum size round hole may be Zl� ed at the center of thejoist span a .,1 , l , • ;-I- ,r , r t�-•� it ; fi'? NrJT r, -f in+- iokt flanocs when op DO gDO NOT r CUT OR o '•' NOTCH FLANGE FULL WEB DEPTH RECTANGULAR HOLES ARE ALSO POSSIBLE. CONTACT YOUR TRUS JOIST MACMILLAN ' REPR ATIVE FOR ASSISTANCE. ' OR RECTANGULAR HOLE SIZE DEPTH TJIS/Pro'"SQUARE 2" 3" 4" 1 5' 6" 1 61/4" 7" 8' 88/a" 9" 10" 104" 12" 123/4' 150. 1'-0° 2'-0" 4'-0" 6'-0' - - - - - - - - - - 91/2" 250 1'-0' 2'-6" 4'-0" 6'-6' - - - - - - - - - - 150, 1'-0" 1'-0" 1'-6" 4'-0' T-0" ' 7'-6' 8'-0' 9'-0" - - - - - - 'r 250 1'-0" 1'-6' 3'-0° 5'-0' 8'-0" 8'-0" 8'-6' 9'-0° - - - - - - 117/8"° 350 1'-0' 2'-0" 4'-0" 5'-6' 8'-6" 8'-6' 9'-0" 9'-6' - - - - - - 550 '3'-0" 4'-0" 5'-6" 7'-0' 9'-6° 9'-6" 10'-0" 10'-0" 10'-6' - - - - - 250' 1'-0° ' 1'-0" • 1'-6" 3'-6' 5'-6" 6'-6" 8'-0" 10'4" 10'-6" 11'-0" 11'-6" 12'-6" + - - ;. 14" 350 1'-0' 1'-0" 2'-0" 4'-6" 6'-6" T-0" 9'-0" 10'-6" 11'-0' f 1'-6° 12'-0" .12'-b" - - 550 11'4" Y-0" 5'-0" 6'-6' 8'-6" 9'-0" 10'-0" 11'-6" 12'-0" 12'-0" 12'-6" 13'-0" - - 250 1'-0' 1'-0° 1'-0" 1'-0" 4'-0" 4'-6" 6'-6' 9'-0' 11'-0' 11'-6', 12'-0' 13.'-0' 14'-0' 15'-0' 16" 350 1'-0' 1'-0° 1'-0' 2'-6" 5'-0" 5'-6" T-0' 10'-0" 12'-0' 12'-0" 12'-6' 13'4' 14'-6' 15'-6' 550 1'-0' 1'-6° 3'-0' 5'-0' T-0° T-6° 9'-6' 11'-6" 13'-0' 13'-6° 14'-0° 14'-6" 15'-0" 16'-0" Rectangular holes based on measurement of longest side. GENERAL NOTES • If more than one hole is cut into the web, the distance between the`edges of the holes ^ must be at least 2x the length of the largest hole. • Holes may be located vertically anywhere within the web. Leave 1/e" of web minimum at top and bottom of -hole. • TJlmjoists are manufactured with 11/2° 'perforated knockouts, in the web A approximately 12' qn-center along the length of the joist • Dhtances.in the charts above are based on uniformly'loade'djoists using the *maximum loads shown for any of the tables listed within this brochure. For other load conditions or hole configurations not included in these charts, refer to our TJ -Beam or TJ-Xpert' software or contact your Trus Joist'MacMillan representative. • For simple span'(5 foot'minimum) uniformly loadis meeting the'requlrements of this brochure, one maximum size round hole may be Zl� ed at the center of thejoist span a .,1 , l , • ;-I- ,r , r t�-•� it ; fi'? NrJT r, -f in+- iokt flanocs when op DO gDO NOT r CUT OR o '•' NOTCH FLANGE FULL WEB DEPTH RECTANGULAR HOLES ARE ALSO POSSIBLE. CONTACT YOUR TRUS JOIST MACMILLAN ' REPR ATIVE FOR ASSISTANCE. ' IMP ORTANT MESSAGE i ❑ Wants to see you ❑ Returned your call ❑ Was here to see you Post•it• telephone message pad 7662 LX- Please call ❑ Will call again ❑ URGENT 1 NorthStar ENGINEERING Civil Engineers • Surveyors NorthStar Engineering Job No.: 7129 I have reviewed the truss submittal for the Hale residence located in Magalia. The truss design was prepared by Design, Assistance. The purpose of my review was to insure that the Truss Designer used.the proper gravity and lateral loading where required based on m'analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, at"#L Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 : NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT NLL-Es JOB NO. 71Z9 LOCATION H A& A L-1 k. G A DATE 9- 70- 00 CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition_ AITC, Timber Construction Manual MATERIALS:.Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" .Grout: f'd = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel .Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt.Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load : 30 psf Floor Live Load: ­4 psf Seismic Zone : 3 Wind Speed: % S mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? NC7 GENERAL: Any structural or non-structural items that are not specifically addressed in the -following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil -conditions .at the project site to determine the expansion index or bearing capacity is by others. Page 1 of ZqBUTTE COMITY BUILDING QEPAYEIT AP V ?/2- 3102 P 3Ci/� b - 0 / V. C_'cv' PY NorthStar 20 DECLARATION DRIVE BY: JMR ENGINEERING CHICO, CA 95973 530-893-1600 JOOBB NO: 7129 9FAX 530-893-2113 N PG. 2 OF PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF SNOW LOAD 30.0 PSF TOTAL LOAD 44.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q r -max = (V / 4) * 10 / (Iw * V) = 2.5 / Iw = 2.5 / 8'= 0.3125 p = 2 - 20 / (r -max * (Ab)^0.5) = 2 - 20 / (r -max * 4268^0.5) = 1.02 p = 1.02 E = p VW 0.204 W (PER UBC EQ. 30-1) NET FORCE = 0.204 W / 1.4 = 0.146 W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' = 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' = 0.67 = 0.0126 KSF 20'- 25' = 0.72 = 0.0136 KSF 25'- 30' = 0.76 = 0.0143 KSF 30 - 40 - 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: DATE: JOB NO: 7 1 PAGE OF NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 uim rii9mcuni riannum 9 ourveyom FAX 530-893-2113 _—I _T 4 By: MEM Date: 2/22/01 Job No. 7129 Page .4 of PARTIAL LATERAL DESIGN NorthStar ENGINEERING LINES: 2,B, & E COMPLY WITH U.B.C. SECTION 2320, EREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 1: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 A2-22-01 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 1Lsw1 -, L2 LLsw2 � L3 �Lsw3 L L4 L Lsw4& L5 LLsw5 L L6 L1 = 9 FT Lsw1 = 3.5 FT L2 = 13.5 FT Lsw2 = 5 FT L3 = 35 FT Lsw3 = 3 FT L4 = 9 FT Lsw4 = 3 FT L5 = 20 FT Lsw5 = 0 FT L6 = 0 FT , TOTAL LENGTH OF WALL (L) = 101 FT SHORTEST LENGTH OF SHEAR WALL = 3 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.79 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 4.07 K LATERAL FORCE THAT GOVERNS = 6.79 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2525 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 140 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 110 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 46.6 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 348 FTA 2 WIND PRESSURE (P) = 0.0117 KSF By: MEM NorthStar 20 DECLARATION DRIVE Date: 2/22/01 CHICO, CALIFORNIA 95973 Job No. 7129 ENGINEERING 530-893-1600 Page 5 of FAX 530-893-2113 SHEAR WALL LINE 1: (CONTINUED) A2-22-01 LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) V = 0.468 KLF UPLIFT FORCE (Fuplift) = v * Hwall = . 4.22 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.09 K NET UPLIFT FORCE = Fu lift - Fdwn = 4.13 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.61 K DSF2 = v * Lsw1 - (V / L) * (1-1 + Lsw1) = 0.80 K DSF3 = v * Lsw1 - (V/ L) * (1-1 + Lswi + 1-2) _ -0.11 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (1-1 + Lsw1 + L2 + Lsw2) = 1.90 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (1-1 + Lsw1 + L2 + Lsw2 + 1-3) _ -0.46 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.75 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.14 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 1.35 K DSF9 = v * (Lsw l + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.90 K MIN. DRAG STRUT FORCE _ -0.46 K USE: SHEAR WALL NO. 3 PHD5 HOLDOWN ON 2- 2X WITH SSTB24 A.B. MSTC28 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/20/00 Job No. 7129 Page 6 of SHEAR WALL LINE 3: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 LLsw1 L L2 Lsw2 1-3 ,Lsw3 � L4 L Lsw4L L5 LLSW5 1, L6 L1 = 0.5 FT Lsw1 = 16 FT L2 = 8 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 9 FT TOTAL LENGTH OF WALL (L) = 24.5 FT SHORTEST LENGTH OF SHEAR WALL = 16 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.46 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 5.40 K LATERAL FORCE THAT GOVERNS (V) = 5.40 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 576 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 10 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 33 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 9.999 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 462 FTA 2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.337 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.04 K By: MEM Date: 9/20/00 Job No. 7129 Page % of SHEAR WALL LINE 3: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA.95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (12' * Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 1.38 K NET UPLIFT FORCE = Fuplift - Fdwn = 1.66 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.11 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.76 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lswi + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.76 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC28 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/20/00 Job No. 7129 Page 8 of SHEAR WALL LINE 4: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING L1 �Lsw1 L_ L2 LLsw2 L L3 ,Lsw3 L L4 L1 = 4 FT Lsw1 = 4.75 FT L2 = 6 FT Lsw2 = 3.75 FT L3 = 11 FT Lsw3 = 3.5 FT L4 = 7 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = TOTAL LENGTH OF WALL (L) = TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * 40 FT SHORTEST LENGTH OF SHEAR WALL = 3.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. 2.22 K L5 LLsw5 I. L6 3.37 K LATERAL FORCE THAT GOVERNS (V) = 3.37 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 780 FTA 2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 52 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 44 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 15.24 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 288 FTA 2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v)'= V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.280 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.52 K By: MEM Date: 9/20/00 Job No. 7129 Page of SHEAR WALL LINE 4: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.11 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.42 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.34 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.60 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.09 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.83 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = -0.10 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V /'Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.59 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.83 K MIN. DRAG STRUT FORCE _ -0.10 K USE: SHEAR WALL NO. 2 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. LSTA24 STRAP AT ALL TOP PLATE SPLICES By: MEM NorthStar 20 DECLARATION DRIVE Date: 9/20/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7129 530-893-1600 Page 10 of FAX 530-893-2113 SHEAR WALL LINE 5: INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. L1 [Lswl I L2 ,Lsw2 I L3 [Lsw3 �, L4 �, Lsw4 L5 ,Lsw5 I, L6 I, L1 = 2.5 FT Lsw1 = 0.146 L2 = 37.5 FT Lsw2 = 6 FT L3 = 2.5 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 9 FT TOTAL LENGTH OF WALL (L) = 52 FT SHORTEST LENGTH OF SHEAR WALL = 3.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K " W = 0.83 K LATERAL WIND FORCE ON WALL (VW') = AREAw * P = 2.80 K LATERAL FORCE THAT GOVERNS (V) = 2.80 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 319 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 28 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) ' (Lwext * Dlwext + Lwint * DLwint) W = 5.726 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 240 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.295 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.66 K By: MEM Date: 9/20/00 Job No. 7129 Page I I of SHEAR WALL LINE 5: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.11 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.55 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.13 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.71 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + L2) _ -1.31 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.13 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) . (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.71 K MIN. DRAG STRUT FORCE _ -1.31 K USE: SHEAR WALL NO. 2 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. LSTA36 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/20/00 Job No. 7129 Page I Z of SHEAR WALL LINE 6: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 L3 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 � Lsw4, L5 �LSW5 I, L6 L1 = 2.5 FT Lsw1 = 24 FT L2 = 8 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 8.98 K TRIBUTARY WALL AREA FOR WIND (AREAw) = TOTAL LENGTH OF WALL (L) _ 34.5 FT SHORTEST LENGTH OF SHEAR WALL = 24 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.31 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.68 K LATERAL FORCE THAT GOVERNS (V) = 1.68 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 500 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 44 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 8.98 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 144 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.070 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 0.63 K By: MEM Date: 9/20/00 Job No. 7129 Page 13 of SHEAR WALL LINE 6• NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (12'* Lsw1 / 2 * DL + Lsw•/ 2 * Hwall * Dlwext) Fdwn = 2.06 K NET UPLIFT FORCE = Fuplift - Fdwn = -1.43 K NO HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.12 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.39 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K' DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.39 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 1 HOLDOWN NOT REQUIRED LSTA24 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/20/00 Job No. 7129 Page 14 of SHEAR WALL LINE 7: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. _ L1 Usw1 I, L2 NorthStar ENGINEERING L3 LLsw3 I, L4 L1 = 2.5 FT Lsw1'= 3 FT L2 = 19 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = TOTAL LENGTH OF WALL (L) = TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * 24.5 FT SHORTEST LENGTH OF SHEAR WALL = 3 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. 1.07 K L5 Lsw5 L L6 1.68 K LATERAL FORCE THAT GOVERNS (V) = 1.68 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 413 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 34 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) _. 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 7.312 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 144 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.561 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 5.05 K By: MEM Date: 9/20/00 Job No. 7129 Page 15 of SHEAR WALL LINE 7: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (12'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.26 K NET UPLIFT FORCE = Fuplift - Fdwn = 4.79 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V./ L) * L1 = 0.17 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.31 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K ' DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.31 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 5 PHD6 HOLDOWN ON 4X POST WITH SSTB34 A.B. LSTA36 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/20/00 Job No. 7129 Page 16 of SHEAR WALL LINE A• INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 ,Lsw3 � L4 � Lsw4, L5 LLSW5 1, L6 L1 = 12 FT Lsw1 = 11 FT L2 = 18 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT . Lsw5 = 0 FT L6 = 0 FT W = 8.824 K TOTAL LENGTH OF WALL (L) = 41 FT SHORTEST LENGTH OF SHEAR WALL = 11 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.29 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.59 K LATERAL FORCE THAT GOVERNS (V) = 1.59 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 431 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 52 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 10 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 8.824 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 136 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.144 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 1.30 K By: MEM Date: 9/20/00 Job No. 7129 Page 17 of SHEAR WALL LINE A: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2.5'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.46 K NET UPLIFT FORCE = Fuplift - Fdwn = 0.84 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.47 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.70K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5=v*(Lsw1+Lsw2)-(V/L)*(Ll +Lsw1+L2+Lsw2 +L3)= 0.00K DSF6 = v * (Lswt + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.70 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 1 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. LSTA24 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/20/00 Job No. 7129 Page 18 of SHEAR WALL LINE C: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. k L1 LLsw1 � L2 Lsw2 � L3 �Lsw3 � L4 � Lsw4, L5 LLsw5 1, L6 1. L1 = 5.5 FT Lsw1 = 15 FT L2 = 26.5 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT WIND PRESSURE (P) = 0.0117 KSF TOTAL LENGTH OF WALL (L) = 47 FT SHORTEST LENGTH OF SHEAR WALL = 15 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 4.08 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.24 K LATERAL FORCE THAT GOVERNS (V) = 6.24 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1481 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 74 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 88 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 28.024 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 534 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.416 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.74 K By: MEM Date: 9/20/00 Job No. 7129 Page 19 of SHEAR WALL LINE C: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2.5'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.63 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.12 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 0.73 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 3.52 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 3.52 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 3 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC40 STRAP AT ALL TOP PLATE SPLICES By: MEM NorthStar 20 DECLARATION DRIVE Date: 9/20/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7129 530-893-1600 Page —2 O of FAX 530-893-2113 SHEAR WALL LINE D: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. INDICATES SHEAR WALL PANEL SECTION, TYP. L1 = 12 FT Lsw1 = 10 FT L2 = 11.5 FT Lsw2 = 4 FT L3 = 3 FT Lsw3 = 5 FT L4 = 14 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) TOTAL LENGTH OF WALL (L) _ 31.122 K .59.5 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 4.54 K 5.50 K LATERAL FORCE THAT GOVERNS (V) = 5.50 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1683 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 74 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 94 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 31.122 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 471 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 +,Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.290 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.61 K By: MEM Date: 9/20/00 Job No. 7129 Page 21 of SHEAR WALL LINE D: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2.5'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.17 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.44 K HOLDOWN REQUIRED DRAG S DSF1 = (V / L) * L1 = 1.11 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.86 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.20 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.59 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.31 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 1.30 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + LSw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.30 K MIN. DRAG STRUT FORCE _ -0.20 K USE: SHEAR WALL NO. 2 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. LSTA36 STRAP AT ALL TOP PLATE SPLICES By: MEM NorthStar 20 DECLARATION DRIVE Date: 9/20/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7129 530-893-1600 Page Z2 of FAX 530-893-2113 SHEAR WALL LINE F: INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TY P. L1 [Lswl � L2 ,Lsw2 L3 (,Lsw3 [ L4 �, Lsw� L5 ,Lsw5 L L6 I, L1 = 2.5 FT Lsw1 = 9 FT L2 = 17.5 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 9 FT TOTAL LENGTH OF WALL (L) = 29 FT SHORTEST LENGTH OF SHEAR WALL = 9 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.38 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.89 K LATERAL FORCE THAT GOVERNS (V) = 1.89 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.146 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 496 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 56 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) " (Lwext * Dlwext + Lwint ` DLwint) W = 9.464 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 162 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v1) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) = 0.210 KLF LATERAL FORCE PER UNIT LENGTH FROM LINE 5 (v5) = 1.41 * v1 = 0.416 KLF LATERAL FORCE PER UNIT LENGTH THAT GOVERNS (v) = 0.416 KLF UPLIFT FORCE (Fuplift) ='v * Hwall = 3.75 K By: MEM Date: 9/20/00 Job No. 7129 Page :2 3 of SHEAR WALL LINE F: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (5'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.48 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.27 K . HOLDOWN REQUIRED DRALG STRU DSF1 = (V / L) * L1 = 0.16 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 3.00 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 1.85 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.85 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 1.85 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 1.85 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 1.85 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 1.85 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 1.85 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 1.85 K MAX. DRAG STRUT FORCE = 3.00 K MIN. DRAG STRUT FORCE = 0.16 K USE: SHEAR WALL NO. 3 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC40 STRAP AT ALL TOP PLATE SPLICES BY: DATE: Zo- nv JOB NO: -7 1 2 �I PAGE Z OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 - .'s H ' 'I W A LL's C SHEAR WALL 0 Q Q. ® Q' Q ... A ...ALLOWABLE .._ . LOAD/FOOT 260 `-380 ._ �- - -490 550 -, ' 640 ; - a 60 : 980 1.2:3,8. PLYWOOD :..3�BP. _ .380 3/8n 3/gu... 3/13H3./BnCDX .3/9"CDX CDX CDX CDX STRUCT I CDX '2 SIDES. 2 SIDES 5 ... EDGE NAILING ! 0 8d �.6 : 03 8d.� 4 03 8d .i� 3 8d 3"3 8d 2"3 bd..� 4"3 8d 0.'3" 3 FIELD NAI-LING5 Bd'o':12" 'Sd 0'12". ad 01.2" ad 0 12" Bd:012"' " 'Bd i�`I2"" Bd.0 12" BILL THICKNESS 2X. 2X 2X 2X 3X 3X 3X SILL NAILING b ��.. rod 0 4 . 16d 0.3 ��.. 16d 0.3 �� _ 6d 0 4 "lo Ibd 0 3"10- I6d 0 3i; , 16d' -0'3--'o TO FLOOR , CLIP, L550 L550 ' LS90 L590 ;L590 ± LS90 ` LS90 "BLOCK? 'TO PLAYE:... 22" , -, .�.. _ . _ . 5/8'! 5/g", o 5/8" o 5/gu ANCHOR BOLT 48 o.c. l8 o c. _ 14 o.c.. 12 O.C. 281"6,61-24" o c. 18" 6.r-. SPACING_ 9 !/2 �� 1/211.01/2110.1/2 �� 0.. l/2n m /2" 0 1/2" 0 :3611( c; 13" o:c. IO" o.c. 9" O.C. 18" o.c. I 15" o.c.' Il" o.c. I. OVER DOUGLAS FIR STUDS 0 16" O.C., HEM -FIR TOP PLATES -ARE OKAY - 2. :ALL. PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. .:. 3. ALL VERTICAL STUDS` RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE A5 SHOWN IN NOTE *4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OR ad-COMMON5 _,.. 6. DOUGLAS FIR SILLS REQUIRED; STAGGER ALL SILL NAILS AT WOOD FLOORS 1. SIMPSON MANUFACTURED CLIPS AT 24" D.C. FOR ENTIRE BALANCE OF WALL LINE. . "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. S. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD. MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE. RATED. -FOR EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 10. REQUIRES 2 ROWS STAGGERED 4 PREDRILLED I BY: DATE: — ZO- 00 J03 NO: 7 1 2 cl FACE Z S OF NorthStar ENGINEERING Civil Engineers Planners - Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL` NAILS SHEAR WALL Al 0 ® 0 0 0 ALLOWABLE LOAD/FOOT 260 380 490 550 1 040 -ICoO 980 I SILL NAIL IC�d 4 " � IC d 3 � Ind c� 3 2 ROWS 2 ROWS 2 'ROWS 2 ROWS 16d 4" IC�d �a 3" ICod 3" IC d 3" NAIL CAPACITY 366 490 490 132 980 980 980 5/8" 4 5/6"0 3 5/8" 0 3 5/8-'03 5/8"0 5/8" Q 5/8" 0 ANCHOR BOLT 2 48" 181: 14" 12" 28" 24" 18" SPACING 1/2" (P 1/2" 0 3 1/2" (p 3 1/2".p 3 1/2" (P 1/2" 0 1/2" 0 3011 13" l0" 9" 18" 15" II" SILL* THICKNESS 2)< 2X 2X 2X 3X 3X 3X 1/2" 0 ANCHOR BOLT CAPACITY 2-15 380 495 550 641 1-76 1,058 5/8" 0 ANCHOR BOLT CAPACITY 291 396 509 594 651 1(00 1,012 NOTES: 1. NAILS PEP ICBO REPORT NO, NEP-212 CAPACITY OF ICbd SINKER = 94 *1.30 = 122 / NAIL 2. DESIGN CAPACITY. OF BOLTS PEP TABLE. 8.2E OF THE '91 NDS., CAPACITY OF 1/2" (P ANCHOR BOLT IN 2X SILL = 1.33 * Co20# = 625:9 / BOLT CAPACITY OF 1/2" 0 ANCHOR BOLT IN 3X SILL = 1.33 *.-73011 = 910 It / BOLT CAPACITY OF 5/8" .0 ANCHOR BOLT IN 2X SILL = 1.33 * 890 = 1184 # / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 3)< SILL = 1.33.* 1140 = 1510 # / BOLT 3. REDUCE ANCHOR BOLT CAPACITY IN NOTE 2 BY 50% FOR 2X SILL PLATE WHEN ALLOWABLE SHEAR PER FOOT 15 > THAN 350 PLF < 000 PLF. BRACED WALL SCHEDULE Pik 6,E: 2G TYPE DESCRIPTION /A 1/2" GYPSUM WALLBOARD on studs spaced C 24" o.c. maximum. Drywall screws @ 7" o.c. to all studs, top and bottom plates, and 2x blocking. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 100 #/Ft. AB "THERMO-PLY" Structural grade sheathing with 16 gage galvanized staples, 1" crown x 1 1/4" leg. Crown shall be in line. with framing member @ 3" o.c. edge, 6" o.c. field with blocking required @ all edges. Capacity = 200 #/Ft. AC 3/8" CDX PLYWOOD on studs spaced @ 24" o.c. maximum with 8d @ 6" o.c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 260 #/Ft. OD ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD on studs spaced @ 24" o.c. maximum with 8d @ 6" o.c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. install 1/2" diameter anchor bolts with . 7" min. embedment @ panel quarter points (2 bolts per panel). Install holdowns as shown on plans. AE 7/8". STUCCO on studs spaced @ 24" o.c. maximum. Nail or staple to all studs, top and bottom plates with. No. 11 gage, I Y2" long, 7/16" head -or No. 16 gage staple, 7/8" legs @ 6" o.c. max. to all studs, and top and bottom plates. Unblocked. Capacity = 180 #/Ft. NOTES: 1. AA AB U and /E\ : Nail sill plate to wood floor (where occurs) with 4- 16d per 16". Anchor sill. plate to foundation with 1/2" diameter anchor bolts embedded 7" min. @ 6-0" o.c. max. spacing. Use a minimum of two bolts per piece with 1 bolt located within 12" of each end. r 2. INTERIOR WALLS: C, / L� and E� : Anchor bolts may be replaced with Hilti X -DNI 72. Use 2 pins @ 6", and 2 pins @ 10" from each end with 2 pins @ 18" o.c. in between. Interior footings shall be a minimum of 12" wide and 10" thick (including slab thickness) unless otherwise noted on the plans . By: MEM NorthStar Date: 9/20/00 ENGINEERING Job No. 7129 Page Z7 of BEAM UNDER RIDGE OF DINING ROOM - BM1 MAXIMUM SPAN LENGTH (Lspan) = 20 FT MAXIMUM TRIBUTARY WIDTH (Wtrib) = 10.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 147 PLF UNIFORM LIVE LOAD (wLL) = LL - Wtrib = 315 PLF WHERE DL = 14 PSF LL = 30 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/2"X16" WILLIAMETTE STRUCLAM 2.0E BEAM UNDER RIDGE AT GREAT ROOM - BM2 MAXIMUM SPAN LENGTH (Lspan) = .23.5 FT MAXIMUM TRIBUTARY WIDTH (Wtrib) = 18.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 259 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 555 PLF CONCENTRATED DEAD LOAD (Pdl) = 147plf * 20'/ 2: 1470 LBS CONCENTRATED LIVE LOAD (PII) = 315plf * 20'/ 2 = . 3150 LBS WHERE DL = 14 PSF LL = 30 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 51/8"X15" 24F -V4 GLU-LAM FOOTING UNDER RIDGE BEAM MAXIMUM REACTION (P) = 7.97 K CHECK SOIL BEARING (q) = P / (W - L) = 1.28 K < 1.5 K WHERE WIDTH OF FOOTING (W) = 2.5 FT LENGTH OF FOOTING (L) = 2.5 FT USE: 2.5 FT WIDE 2.5 FT LONG 1 FT THICK W/ 3- #4 EACH WAY m 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w Lspan P� w 1/ -1/ Lspan [$]21 NorthStar Engineering 20 Declaration Drive 530-893-1600 Page 2 6 Rev: 510001 Description BM1 Title : Dsgnr: MEM Description Scope : ulti-Span Timber Beam Date: Job # 7129 ru : Da5ic rruow Z,aou.0 psi Uastic Modulus 2,00 .. s� Spans Considered Continuous Over Support Fv : Basic Allow 285.0 psi Load Duration Factor 1.000 Timber Member Information Description Span It 20.00 Timber Section :3.500x16.00 Beam Width in 3.500 Beam Depth in 16.000 End Fixity Pin - Pin Le: Unbraced Length ft 20.00 Member Type Live Loaa uses i nis bpan -.+ Dead Load #/ftl Live Load #/ft Yes - 147.00 315.00 Results Total @ Left k Mmax @ Cntr in -k 277.2 @ X = ft 10.00 Max @ Left End in -k 0.0 Max @ Right End in -k 0.0 fb : Actual psi 1,856.2 Fb : Allowable psil 2,648.1 Location Bending OK Shear @ Left k) 4.62 Shear @ Right k 4.62 fv : Actual psi 107.2 Fv : Allowable psi 285.0 Shear OK LL @ Left k 3.15 Total @ Left k 4.62 DL @ Right k 1.47 LL @ Right k 3.15 Total @ Right k 4.62 Max. Deflection in -0.696 @ X = ftl 10.00 uery a ues Location ft 0.00 Moment in -k -0.0 Shear lbs 4.6 Deflection in 0.0000 98 98 ENERC c:\d\7129 hale\7129.ecw:Calculations KW , er. , f -Jun -T99 Win32-- NorthStar Engineering 20 Declaration Drive 530-893-1600 Page 2 q Rev: 510001 , Description BM2 Timber Member nformation Title : Dsgnr: MEM Description : Scope : ber Beam Date: Job # 7129 Span ft23.50 BM2 Timber Section #/ft 5.125x15.0 Beam Width in 5.125 Beam Depth in 15.000 Le: Unbraced Length ft 0.00 Timber Grade ft uglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 Fv - Basic Allow psi 165.0 Elastic Modulus ksi 1,800.0 Load Duration Factor ft 1.000 Member Type Glul-am Repetitive Status No Span ft23.50 UDefl Ratio Dead Load #/ft 93.00 Live Load #/ft 1,529.7 Dead Load #/ft 166.00 Live Load #/ft 555.00 Start ft 16.500 End ft 23.500 Point #1 DLlbs 1,470.00 LL lbs 3,150.00 @ X ft 4.000 Mmax Genter ln- UDefl Ratio @ X = ft 11.37 fb : Actual psi 1,529.7 Fb : Allowable psi 2,320.8 UDefl Ratio 272.1 Bending OK fv : Actual psi 108.6 Fv : Allowable psil 165.0 Shear OK @ Lett Lnds LL lbs 3,192.45 Max. DL+LL lbs 5,678.05 @ Right En DL lbs 2,331.90 LL lbs 3,842.55 Max. DL+LL lbs 6,174.45 Center DL Def in -0.464 UDefl Ratio 607.8 Center LL Defl in -0.573 L/Defl Ratio 492.6 Center Total Defl in -1.036 Location ft 11.656 UDefl Ratio 272.1 r i -cjf98 - c:\d\7129 hale\7129.ecw:Calculations KVT-U603075,–Ve—r 5:0-6-1 Jun-T998-WIn32 ., later closet clearances (Uniform Plumbing Code 408.5). hDv6VT compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support loads (Uniform Building Code section 1806.3). �UCTURAL DETAILS: 1, ' raced v6211 panels shall suit at not more than 8 feet from each end of a braced wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not duectrons NBC section 2320.4.1) Brand wall exceed 34 feet on anter in both the longitudinal and transverse must be continuous throughout the strvewre..lines A California licensed architect or registered engineer must prepare a lateral analysis for the arras of the building that do not complN with the Uniform Building Code. This must include the designer's "wet" stamp, signamm, registration number and expiration date on all sheets of plans depicting the designed elements and corver sheets of calculations. IClerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and uall construction details complete enough to construct buildin& 7 Roof construction details complete enough to construct building. ,8 , Fueplacc construction details and calculations if nwessary. `9 Garage door header size(s). =1 . Porch header size(s). 'Typical header size(s). 1 Stud heights. • High expansive soil — special foundation design required. Retaining walls requiring design. G)3isvm wallboard nailing inspection required. ,16:'If the area below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design \%ill allow equalization of hydrosmtic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be sho.•n on the building plans. , k"Eleetxic, heating, ventilation, plumbing and air conditioning equipment and other sen•ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANTOUS ITEMS: Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). j4e—Exterior plaster — weep screeds (Uniform Building Code section 2506.5). - ,5: Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Foam insulation — protection. 36" halls and staimays (Uniform Building Code section 100,.4.3.3.2). Taro exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). =9' Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). A Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. erg)• design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SPLA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace -- cf O�.%-ner. C \ 4 Building Permit Number: A. P. Number: -(0 Plans Erarniner.: L.iadn 5j.mJ0,50n GENERAL: -1'.Zoning requirements - (number of permitted living units)- , -,-----Plans signed by the designer. ,-.)'Proper description of work on the application. risting violations on the property. ,-S-�-Recorded notice of violation. Building permit valuation. PLOT PLA`: 1. Complete parcel size and dimensions. Setbacks. side yard, easements. etc. Other buildings or structures. Grading. fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage frees ❑ Federal did Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 �. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minima$ net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 200. When %%indo%%s are provided as a means of escape or rescue. they shall have a finished sill height not mote dtaet 44" above the f1cor (Uniform Building Code section 310.4). 1 Skylights (Uniform Building Code section 2409 & 2603.7). �. Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise pesmiNd in this section. Kitchens. halls. bathrooms and toilet compartments may have a ceiling bight of not less than 7 iQeet measured to the lowest vroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 fed in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. gage. kitchen. wet bar. and exterior receptacles (NEC 210). Water heaters a hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abath or bedroom (uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. of in a room compartment or alcove opening directly into any of these (Uniform Mechanical Coda secdw 304.3). Garage fre%%-all separation - required on garage side including supporting walls and posts (Utt311 MBOUft Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). y Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 /;uTT� ° '` '"'0 RESIDENTIAL PLAN ° -^ ° REVIEW GUIDE o: `3r, .- �.:." SINGLE FAMILY, DUPLEXAND a° MYSCELLANEOUS ONLY O�.%-ner. C \ 4 Building Permit Number: A. P. Number: -(0 Plans Erarniner.: L.iadn 5j.mJ0,50n GENERAL: -1'.Zoning requirements - (number of permitted living units)- , -,-----Plans signed by the designer. ,-.)'Proper description of work on the application. risting violations on the property. ,-S-�-Recorded notice of violation. Building permit valuation. PLOT PLA`: 1. Complete parcel size and dimensions. Setbacks. side yard, easements. etc. Other buildings or structures. Grading. fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage frees ❑ Federal did Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 �. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minima$ net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 200. When %%indo%%s are provided as a means of escape or rescue. they shall have a finished sill height not mote dtaet 44" above the f1cor (Uniform Building Code section 310.4). 1 Skylights (Uniform Building Code section 2409 & 2603.7). �. Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise pesmiNd in this section. Kitchens. halls. bathrooms and toilet compartments may have a ceiling bight of not less than 7 iQeet measured to the lowest vroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 fed in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. gage. kitchen. wet bar. and exterior receptacles (NEC 210). Water heaters a hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abath or bedroom (uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. of in a room compartment or alcove opening directly into any of these (Uniform Mechanical Coda secdw 304.3). Garage fre%%-all separation - required on garage side including supporting walls and posts (Utt311 MBOUft Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). y Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 _ TABLE OF CONTENTS TOC Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 Project Address........ 6659 IMPERIAL WAY ******* MAGALIA *v5.10* Q R -F Documentation Author... ROBERT MANGRUM ******* ing 2 remit Build— Paradise Mechanical / 5655 Almond Street Plan Check j Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-NIGHTIN'TITLE 24 1061 G TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 BUTTE COUNTY BUILDING DEPARTMENT APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 Pro'ect Address 6659 IMPERIAL T.TAXT******* MAGALIA *v5.10* Documentation Author... ROBERT MANGRUM ******* Bui ing Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 GENERAL INFORMATION Conditioned Floor Area..... 3152 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 22 % of floor area Average Glazing U -value.... 0.6 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 9.6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL GARAGE WALL Door None R-0 R-0 R-0 0.330 LEFT DOOR Roof Wood R-11 R-27 R-38 0.025 ROOF Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (S) 14.0 0.600 0.650 Standard Standard Yes Window Front (S) 40.0 0.600 0.650 Standard Standard Yes Window Right (SE) 4.0 0.600 0.650 Standard Standard Yes Window Front (S) 12.0 0.600 0.650 Standard Standard Yes Window Front (SW) 4.0 0.600 0.650 Standard Standard Yes Window Front (S) 5.8 0.600 0.650 Standard Standard Yes Window Front (S) 23.0 0.600 0.650 Standard Standard Yes Window Front (S) 14.0 0.600 0.650 Standard Standard Yes Window Front (S) 5.8 0.600 0.650 Standard Standard Yes Window Front (S) 24.0 0.600 0.650 Standard Standard Yes Window Front (S) 20.0 0.600 0.650 Standard Standard Yes Window Left (W) 20.0 0.600 0.650 Standard Standard Yes Window Left (W) 12.0 0.600 0.650 Standard Standard Yes window Back (N) 24.0 0.600 0.650 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 FENESTRATION This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (N) 18.0 0.600 0.650 Standard Standard Yes Window Back (N) 20.0 0.600 0.650 Standard Standard Yes Window Back (N) 7.0 0.600 0.650 Standard Standard Yes Window Back (N) 30.0 0.600 0.650 Standard Standard Yes Window Back (N) 10.0 0.600 0.650 Standard Standard Yes Window Back (N) 30.0 0.600 0.650 Standard Standard Yes Window Back (N) 21.0 0.600 0.650 Standard Standard Yes Window Back (N) 30.0 0.600 0.650 Standard Standard Yes Window Back (N) 29.0 0.600 0.650 Standard Standard Yes Window Back (N) 80.0 0.600 0.650 Standard Standard Yes Window Back (N) 32.0 0.600 0.650 Standard Standard Yes Window Back (N) 40.0 0.600 0.650 Standard Standard Yes Window Left (NW) 40.0 0.600 0.650 Standard Standard Yes Window Back (N) 32.0 0.600 0.650 Standard Standard Yes Window Right (E) 20.0 0.600 0.650 Standard Standard Yes Window Right (E) 7.0 0.600 0.650 Standard Standard Yes Window Right (E) 7.0 0.600 0.650 Standard Standard Yes Window Right (E) 6.0 0.600 0.650 Standard Standard Yes Skylight Horz 4.0 0.680 0.670 None None None Skylight Horz 9.0 0.680 0.670 None None None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.900 AFUE Crawlspace R-4.2 No No Setback ACSplit 12.00 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value DHW1 Storage Gas Standard 1 0.60 50 R- n/a DHW2 Storage Gas Standard 1 0.60 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... BRANT NIGHTINGALE Company. BRANT NIGHTINGALE/DESIGNS Address. 6457 SKYWAY PARADISE Phone... 530-877-4589 License. Signed.. ( ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Name.... ROBERT MANGRUM Company. Paradise Mechanical Address.5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed. . —,� --O Z date MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 ME -1R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 PrAdd 66 ******* o�ec t re........ 59 IMP ssERIAL WAY MAGALIA *v5.10* Documentation Author... ROBERT MANGRUM ******* Bui ing Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Fie d Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er / ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 MICROPASS v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. a/ 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 P t Add ******* rojec ress........ 6659 IMPERIAL WAY MAGALIA *v5.10* Documentation Author... ROBERT MANGRUM ******* Bui Ing Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Fie d Check Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 MICROPASS ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling. ........ Water Heating.......... Zone Type HOUSE Residence Total Standard Design 15.90 14.96 9.04 . .E Proposed Compliance Design Margin 15.77 0.13 10.50 4.46 9.97 -0.93 36.24 3.66 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 3152 sf Single Family Attached New Front Facing 180 deg (S) 1 1 ReducedYear Raised Floor 1 30400 cf 0 sf 22 % of floor area 0.6 Btu/hr-sf-F 0.65 9.6 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned Vent Vent Air Thermostat Height Area Leakage Type (ft) (sf) Credit 3152 30400 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 OPAQUE SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE Window Front (S) 40.0 0.600 0.650 180 90 1 Wall 572 0.065 17.8 180 90 Yes W.19.2X6.16 FRONT WALL 2 Wall 14 0.065 17.8 135 90 Yes W.19.2X6.16 FRONT WALL 3 Wall 14 0.065 17.8 225 90 Yes W.19.2X6.16 FRONT WALL 4 Wall 395 0.065 17.8 270 90 Yes W.19.2X6.16 LEFT WALL 5 Wall 376 0.065 17.8 0 90 Yes W.19.2X6.16 BACK WALL 6 Wall 55 0.065 17.8 ,315 Window 90 Yes W.19.2X6.16 BACK WALL 7 Wall 95 0.065 17.8 45 90 Yes W.19.2X6.16 BACK WALL 8 Wall 292 0.065 17.8 90 90 Yes W.19.2X6.16 RIGHT WALL 9 Wall 152 0.065 17.8 180 90 No W.19.2X6.16 GARAGE WALL 10 Wall 77 0.065 17.8 90 90 No W.19.2X6.16 GARAGE WALL 11 Door 18 0.330 0 90 90 No None LEFT DOOR 12 Roof 3152 0.025 38 n/a 0 Yes R.38.2X4.24 ROOF 13 Floor 3152 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR 7.0 0.600 0.650 0 FENESTRATION SURFACES 18 Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 14.0 0.600 0.650 180 90 2 Window Front (S) 40.0 0.600 0.650 180 90 3 Window Right (SE) 4.0 0.600 0.650 135 90 4 Window Front (S) 12.0 0.600 0.650 180 90 5 Window Front (SW) 4.0 0.600 0.650 225 90 6 Window Front (S) 5.8 0.600 0.650 180 90 7 Window Front (S) 23.0 0.600 0.650 180 90 8 Window Front (S) 14.0 0.600 0.650 180 90 9 Window Front (S) 5.8 0.600 0.650 180 90 10 Window Front (S) 24.0 0.600 0.650 180 90 11 Window Front (S) 20.0 0.600 0.650 180 90 12 Window Left (W) 20.0 0.600 0.650 270 90 13 Window Left (W) 12.0 0.600 0.650 270 90 14 Window Back (N) 24.0 0.600 0.650 0 90 15 Window Back (N) 18.0 0.600 0.650 0 90 16 Window Back (N) 20.0 0.600 0.650 0 90 17 Window Back (N) 7.0 0.600 0.650 0 90 18 Window Back (N) 30.0 0.600 0.650 0 90 19 Window Back (N) 10.0 0.600 0.650 0 90 20 Window Back (N) 30.0 0.600 0.650 0 90 21 Window Back (N) 21.0 0.600 0.650 0 90 22 Window Back (N) 30.0 0.600 0.650 0 90 23 Window Back (N) 29.0 0.600 0.650 0 90 24 Window Back (N) 80.0 0.600 0.650 0 90 25 Window Back (N) 32.0 0.600 0.650 0 90 26 Window Back (N) 40.0 0.600 0.650 0 90 27 Window Left (NW) 40.0 0.600 0.650 315 90 28 Window Back (N) 32.0 0.600 0.650 0 90 29 Window Right (E) 20.0 0.600 0.650 90 90 30 Window Right (E) 7.0 0.600 0.650 90 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 FENESTRATION SURFACES OVERHANGS AND SIDE FINS Area U- Act Right Exterior Shade Interior Shade Orientation Area (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 31 Window Right (E) 7.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 32 Window Right (E) 6.0 0.600 0.650 90 ,90 Standard/0.76 Standard/0.68 33 Skylight Horz 4.0 0.680 0.670 180 0 None/1 None/1 34 Skylight Horz 9.0 0.680 0.670 180 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext. Dpth Hght Ext Dpth Hght HOUSE 1 Window 14.0 4.0 3.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 40.0 8.0 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 4.0 1.0 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 3.0 4.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 4.0 1.0 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 5.8 1.5 3.9 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 23.0 3.5 6.6 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 14.0 7.0 2.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 5.8 1.5 3.9 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 24.0 6.0 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 20.0 5.0 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 5.0 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 12.0 3.0 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 24.0 6.0 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 18.0 3.0 6.6 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 20.0 4.0 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 7.0 2.0 3.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 30.0 5.0 6.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 10.0 5.0 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 30.0 5.0 6.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a. 21 Window 21.0 5.0 7.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 30.0 5.0 6.0 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 29.0 5.0 7.0 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 80.0 12.0 6.6 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 32.0 12.0 6.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 40.0 8.0 5.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 40.0 6.0 6.6 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 32.0 8.0 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 20.0 5.0 4.0 2.,5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 7.0 3.0 3.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 7.0 2.0 3.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 6.0 4.0 1.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 System Type HOUSE Furnace ACSplit Tank Type DHW1 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff 0.900 AFUE Crawlspace R-4.2 No 12.00 SEER Crawlspace R-4.2 No WATER HEATING SYSTEMS Number in Energy Heater Type Distribution Type System Factor No 0.743 No 0.674 Tank External Size Insulation (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a DHW2 2 Storage Gas Standard 1 0.60 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should .be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System REMARKS HVAC SIZING Page 11 HVAC Project Title.......... HALES RESIDENCE Date..09/05/02 05:38:13 ******* Project Address........ 6659 IMPERIAL WAY MAGALIA *v5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit -79 Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-NIGHTIN9 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-NIGHTIN TITLE 24 1061 GENERAL INFORMATION Floor Area ................. 3152 sf Volume ........ ............ 30400 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ PARADISE 8775 Latitude ... ..:... ........ 39.8 degrees Winter Outside Design...... 30 F 5217 Winter Inside Design....... 70 F 2100 Summer Outside Design...... 99 F 1631 Summer Inside Design....... 78 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 52094 34247 Latent Load ...................... n/a 6849 Minimum Total Load 52094 41096 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marlin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 13352 5668 Glazing Conduction ............... 16714 8775 Glazing Solar .................... n/a 10856 Infiltration ..................... 17292 5217 Internal Gain ..................... n/a 2100 Ducts ............................ 4736 1631 Sensible Load .................... 52094 34247 Latent Load ...................... n/a 6849 Minimum Total Load 52094 41096 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marlin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Building Permit Number: Q l 6 ZZ�q Plans Examiner: Linda Simpson A. P. Number: 6 6 5- 116 - U (a0 GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLAN: 1. tComplete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or strictures. Grading, fills and/or drainage. Flood hazard. Special condition on Parcel Map: Noise ❑ SRA Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3)., 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). r Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). arage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). . Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 ater closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17.e>earing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support 0 all loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1 raced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall es must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ Clerestory requiring balloon framing and/or engineering. oundation plans complete enough to construct building (Uniform Building Code Table 184-C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). Stud heights. 1Tigh expansive soil — special foundation design required. etaining walls requiring design. Gypsum wallboard nailing inspection required. the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction ign requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster - weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ound requirements. 1� nergy design compliance and supporting documentation. DF responsible area requirements. UILDING PERMIT REQUIREMENTS: 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 NOTES RESIDENTIAL rr PERMIT NO. _.965-11-0-060 _ 00-087.3_ AN & HALES, SHERMCATHY_ IMPERIAL WAY, MAGALIA DETACHED GARAGE e t !° SPECIAL CONDITIONS ! CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS 1 VERIFY t USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature /= OK 0 = Not OK - = Not Applicable 4 -MO ILE HOMES = Not Ready;; Date MOBILE HOME UTILITIES (Plans) OK except #'s 1- Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance MISCELLANEOUS Date DECKS, COVE AR ORTS GARAGES (Plans) OK except #'s Z Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rif rs.-Connectors Shthg.-Frg-Bracing �5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Caron Trusses Steps -Doors -Landings Braced Wall Panels / Date,�/(J W1,7Z Card B- Date / Card B-1 Datey� Card- Date Card B-1 Date L (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s- Pan elboards-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 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, COVE AR ORTS GARAGES (Plans) OK except #'s Z Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rif rs.-Connectors Shthg.-Frg-Bracing �5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Caron Trusses Steps -Doors -Landings Braced Wall Panels / Date,�/(J W1,7Z Card B- Date / Card B-1 Datey� Card- Date Card B-1 Date L (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s- Pan elboards-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 V= OK 0 = Not OK - = Not Applicable =Not Ready Date RESIDENTIAL (; Date Hangers -Post Caps -Anchors -Connectors Underfloor (Plans) OK except #'s Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 1. Zoning-Setbacks-Easements-Flood-Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel-Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Siding -Nailing Veneer 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel-Wrapped Shear Walls; Nailing -Bolts 8. Piers-Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test Infiltration -Walls -Windows 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test-Anchors-Regulator-Service Test Card B-1 Date Card B-1 12. Electric Underground 63. 13. Plenums & Ducts; Clearance-Material-Support-Ins. Smoke Detector 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 66. 15. Access & Ventilation G.F.I. & Bath Fixtures & Tub Access -Spa 16. Insulation 69. Stairs & Rails 70. Date 71. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Card B-1 Date Card B-1 Date 74. PLUMBING (Permit) OK except #'s 75. 17. Water Htr.; Vent-Access-Combustion Air Baffle Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 18. Water Pipe; Test & Anchor-Nail Protection 78. 19. D.W.V.; Test Fittings & Anchor-Nail Protection Insulation -Foam -Looked in Attic 20. Shower Pan; Test, First Floor-Tub Access 81. 21. Test Tub & Shower, Second Floor-Tub Access Clearance Looked under Floor I] Yes 22. Gas Pipe; Sixe & Anchors 83. Stucco Brown -Finish 84. Date 85. Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date 88. ELECTRICAL (Permit) OK except #'s 89. 23. Fixture & Transformer Clearance-Ins. Protection Corrections from Previous Inspections 24. Elec. Receptacles Spacing-Lights & Switches at Doors 92. 25. Size Boxes & No. of Conductors Stapled Energy Compliance Certificate -Other Certificates 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water Card B-1 Date Card B-1 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al-Oven Circ. / / ga Cu or At Insulated Neutral p Yes ❑ 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing iingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff 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-Ccnnector- In Garage; Above Floor -Ducts -Mach. 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 -Co nstruction- Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor I] Yes 82. Following Instid./Drive ❑ Yes 7 NoMalks p Yes p No/Planters 0 Yes ❑ No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: /G�ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �c� SEPTIC:_ WELL: AP#: C)(r5-- 1 ( 0 -066 ADDRESS/LOCATION: Lia lz Comments: GL/memos/releasehold .A COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 4.11 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. iJ�;,M it Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 No. (Rev.12/96)c APPLICATION AND PERMIT 6975 ASSESSOR PARCELNUMBER 065-110-006 ZONING BUILDING PERMIT OWNER &akes TELEPHONE _ - 77f - SO, FT, OCC. BUILDING VALUATION _40 S M�NNGG ADDRESS /a lwew 7COONTRACTOR'S 660 U 11,880 NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 11,880 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 135.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 87.75 BUILDING ADDRESS 6659 IMPERIAL WAY MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ 242.75 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DETACHED GARAGE SPECIFY Each Trap 3 1 7.00 21.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE 22 X 30 WITH BATH Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 5 .00 Mobile Home S G W @20.00 PERMIT FEE $ 101.00 ELECTRICAL PERMIT I Fling Feel 20.00 Main Service "..AORLESS 23.00 21 nn LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00 CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. Blas. SO 3.54T. 23.10 EW N"ONRa�oT MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu ovrLETORFDcruREs 20Q1•0° BAL @ .so FI Ex. Occup. ourLEtOrs A=D,DFR.a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring SUN PANEL 23.00 23.00 PERMIT FEE $ 89.10 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 1 4.50 4.50 PERMIT FEE $ 24.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co ply with those prov' i S. �,,7 X Date �� 1 Signature of Applicant - XOer ❑Contractor ❑ A An OSHA permit is required for excavations ov ep and oli nor construction of structures over 3 stories in height. ReceiptNo. �� - WHITE-D.D.S.-B.D. CANARY•AS SSORPINK-I C GOLDENROD-APPLICAN Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST. TYPE VN TWE 5 HAZ. _ I D. FE IMP FL CDF P PD D UE This permit is hereby issued under t app able provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By n / ERMIT EXPIRES ON C� ! C Dete MUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephune (530) 538-75t1T NC APPLICATION AND PERMIT aSSE SSOA UA ICELNUMBER,.� � 0 Oo(O ZONING BUILDING PERMIT . _-- -JWNER -�-1 — - - //TT�QEELE_.P.�H}OONNEEn..^r SC. FT. OCC. BUILDING -----j^0- VALUATION /1 1L 'WNER'S ADO t an r ----550 :ONTRACTOR'S NAME TELEPHONE -- T-- ! CONTRACTORS MAWNO ADDRESS I CONSTRUCTION LENDER Fireplace 'ENDER'S MAILING ADDRESS Total Valuation $ g (J• ARCHrrECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 135 ci ARCHITECT OR ENGWEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS & Energy Plan Checking Fee $ S Xi Q PERMIT FEE $ LOTNO. SUBONsgNSNAMEU PARCEL MAP PLUMBING PERMIT Filing Fee• 20.00 USEOFSTRUCTURE Each Trap Solar or heat pump water heater 1 7.00 OD 23.00 SF ❑ Duplex ❑ Mobilehome X OtherWater piping 15.00 Iisco sPECIFv Each as water heater or vent 15.00 C7 TYPE OF WORK Gas piping system 1 - 5 outlets New Addition ❑' Remodel ❑ Utilities ❑ Installation O Other ❑ Building sewer 15.00 1,5,00 15.00 15. DescribeW� Work: 3 Mobile Home S G W @20.00 PERMIT FEE S r� ELECTRICAL PERMIT Fling Feel 20.00 —a00v OR LESS Main Service zow OR LESS I 23.00 .dL Main Service 200A TO IOOOA 46.00 �I ^ ^ r S C/� J NEW CONST. DWELLING OCCUP. OR ADONS. & ACC. BLDS. NEW CONST MULTI.OUTLET I NON REsio. PowE7l APPARATus 8 9WOLE OUTLET CIR. 35¢50. I j� . FT. . v 97.501 I n J'/ OUTLET OR FORVRES Ex. Occu _ 1 Ex. Occup. ouTLETs RFSID.OEA 20 4 t.00 SAL.50. 5.00 ITemporary Service 23.00 Mobile Home Facilities Miac. Wiring 20.00 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling j Hood Ventilation 6.50 10'PERMIT FEi: $ Mobile Home Installation Fee $ i Energy Inspection Fee $ OCD CONST rrPE TOTAL FEE S 5 I HA2. D. FE INP ' FLOOD CDf PAR • HD I ISSUE 71 X I This permit is hereby Issued under the applicable provisions,.: of the Butte County Code and/or Resolutions to do wor indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON Davol ,�:-,.:..:. ...acv+L aG�+.: ;,y}•• .xr.• .•r.. ;y .:�N iii+7[ ,.,-.•fi;d,:: g«�,"�'. tii',�"�`f'?i�t r '! 'i9.}'��,. COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ,��Qp� -, ASSESSOR PARC Proposed Building Use: _dA lkl e / fte Building Inspector Date: ,2 q-.�t°fh►� At time of permit application, I was ad ed t1fe following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1X11 items have been submitted-------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. - ----- ---- -------------------------- ---- - ----- .E1 3. 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- r❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ ufactured Home data and installation instructions including Tie Down Specifications ------------------- Uf of$ J�-------------------------------------------------------------------------------- --- 11. Impact fees as shown on the attached schedule. ------ j---------------- ----- `�_ California Department of Forestry plan approval/fe;s ❑ 13. Flood elevation certificate. ------------------- --------------------------------------------------------------------- anitation and plot plan approval i,� Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ Planning approval for (A) Use: QP le—, (B) Parking: -------------------------- Li 18. ontact Land Development about Improvements, ❑ Drainage, VLegal Parcel. ------- ------ , d� 9. Encroachment Permit for driveway (construction approval prior to occupancy).��l,c -d� ------ ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). -------------------------------------T -- 022. Workers' Compensation carrier and policy number. ------------------------------------------- 761 023. --------- - ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ---------------------� ❑24. Letter of signature authorization.---------------------------------------------------------------- -_...._ ❑25. Recorded copy of Agricultural Acknowledgment Statement. --------- =------------------------ ❑26. Letter of intent on building use. -------------------------------------------------------------------?++- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------I ❑28. Existing violations and/or expired permits.------------------------------------------------------� W"❑2 . ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ , _______________ ther: ArCGe `tao rL, �:_ When you issue the permit, process as follows Mail to owner, ❑Mail I contractor. El Telephone and hold for pickup at office. ❑ Deliver ith inspector. -Applicant Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution _ ate: By: Copy of plans sent ❑ Health Department, C1 Fire Department, 11 Other- Date: 1. Index permit application for the above items numbered: lan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, Ermail, ❑ Building Division counter, by ate: � �cb Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divissio unter, by Date: Plans reviewed by: ;Date: 57";j '(DO Plans approved by: Sets of plans on ho d in ❑ Plan Cabiliet; o°A.P. folder. Note transfer by: Date: 3 E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sant to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Wd ('moi - /10 -C2(,qv 71 Owner Local6on AP# Plan Approved for: Sewage Disposal Water Supply: Public je—' Private Well Clearance for4 dwelling. 4tM t,✓ , T/LDd V-dex,4k,a A64 46,4t�. old final for: 5C/A'c_. CAjr:teF —r./ ac_ l &#s Environmental Health Specialist 8/96 -12--00 Date 19 May 3, 2000 Sherman and Cathy Hales 15625 LaMar Drive Morgan Hill, CA 95037 0 Department of Development Services Building Division 7 County Center Drive Oreville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 065-i 10-060 Building Permit. Number:00-0873 RECEIVED MAY 1.7 20M BUTTE COSY WILDING MMON The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows l;.:Plot .plan shows your, septic. system to be located. in the Fir Haven Drainage Area. Move septic system to 5portion of lot. shown.'on the parcel map as the usable sewage disposal area. In addition, plan; plot 'shbw,60 road�-easement all the way through your parcel and you are to dimension setback f,16rom'this easement to the structure you are building. 2. Enclosed is a detached accessory building form. Please give complete details regarding the use of the structure and sign form. Enclosed with this letter is your new plan review response form. Please read the form and respond accordingly. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincere (� Martha hitn a . Plans Examiner ^ �t D .a. `O .�_,�, �4 CCOY OF BUTTE - DEPARTMENT. OF DEVELO T SERVICES OWNER'S STATEMENT OF USE = DETCHED AC ESSORY BUILDING PN: ONE: BUILDING PMT. # //0 --060 e,761 7j OWNER: I^/"!!H Wa,/0' PHONE: MAIL ADDRESS: Aww SITE ADDRESS: /m aeelaL&titi a � �l41 PROPOSED USE: / n ?A✓ 7F'OiYlr/moi lr3��JYl1�671� /i�Q/rt 6Lt<1�r� �y �D b 1,his bcs<��i 12 workx06 0-*&0/ x Me e 4,0--rQ It 'i;el Aggges c >I"�G aAr �� � t' !i G� it r/YDrirs 9 hrGf s� PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-16) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 3: Will items produced in'this building be offered for sale? Yes: - 4. Will the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: /"', 7. Will this building be occupied at any time as an eating area? Yes: No: V 8. Will this building be occupied at any time as a cooking area? Yes: No: Lool- 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: - - 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: ve 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: V 13. Will the proposed structure encroach within any recorded easement? Yes: No: LZ CONSTRUCTIONFEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: _� No: 15. Will this building be heated or cooled? Yes: No: J"', 16. Will this building have a water closetttoilet? Yes: �_ No: 17. Will this building have a sink? Yes: _�/ No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? rg-w7e 20. What type of wall covering will the building have? VrXmlall' •D ADDITIONAL INFORMATION: y I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNA DATE • FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: DETACCFR.Wez oenm®se OLAN REVIEW RESPONOFORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the planstcalcs. ATTACH THLS FORM Tn A Cn0V nF Vn11R Dl AN DMRFW 1 FWFQ ANn ownioN wTTM orumm ANn nRTCTNA1 m AWC OWNERS NAME DATE: an 4e Ca LOCATION ON PLANS/CALCS: ASSESSORS PARCEL NUMBER PERMIT NUMBER 04 5�- 116 -p 6 o 61-0-0573 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: &OCATION ON PLANS/CALCS: ®n The si.-i9 COs-is-i� LOCATION ON PLANS/CALCS: COMMENTS: /07 l—w ole.xo ,re -a - ati 7Ar c tir+r, he d Oool COMMENTS:- l'I' o i0^, 7C/ / �i n al � r n -%IlAeDro 11 t' , C /' !r'f ?- ICI;- vr" ace / `! r ! , 7 •D Con I /p7ed biwcm Wl L t Ep"J2N1I fr h APIA t AP /690&S . Ti , /?./7n PLAN CHECK ITEM # RESPONSE BY: s- Ae/s &OCATION ON PLANS/CALCS: ®n The si.-i9 COs-is-i� LOCATION ON PLANS/CALCS: - COMMENTS: /07 l—w ole.xo ,re -a - ati 7Ar c tir+r, he d Oool * e- .lar > a 1 7,4 . e 4je �s go PLAN CHECK ITEM # RESPONSE BY: &OCATION ON PLANS/CALCS: ®n The si.-i9 COs-is-i� COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: May 3, 2000 Sherman and Cathy Hales 15625 LaMar Drive Morgan Hill, CA 95037 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 065-110-060 Building Permit Number: 00-0873 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows 1. Plot plan shows your septic system to be located in the Fir Haven Drainage Area. Move septic system to portion of lot shown on the parcel map as the usable sewage disposal area. In addition, plot plan is to show 60 road easement all the way through your parcel and you are to dimension setback from this easement to the structure you are building. 2. Enclosed is a detached accessory building form. Please give complete details regarding the use of the structure and sign form. Enclosed with this letter is your new plan review response form. Please read the form and respond accordingly. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner PR C -ECT PROCESSING RECORD APPLICANT: OWNER: PERNM #: A. P. WORK DESCRIPTION: DATE DESCRIPTION OF STEP oo., �Z> OOro J l AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COi.Ry of Document Recorded 06 -Sep -2002 2002-0046634 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required thisacknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pm: -ung, and ha: vesting which occasionally gsnerate dust, smoke, -noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations.. All that real property situate in the County of Butte, State of California, described as follows: Date PROPERTY OWNERS: '0' State of California ) Countyof ) On S?'� 4M �<� e , 'Z Jv �- before me, personally appeared 5-1ACZ11,nA,4 `��, l lnc r personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and officia seal. ROBERT L. KORTE Signature �' 'r' Seal• v0 Commission #1'O 994 0 U Notary Public - California Butte County co My Comm. Exp. AUG. 04, 2006.. A.P.# i6 // 0 -(,,'(,G7 CH[CO ENV. HEALTH EHS;y Sept4Well ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMLTACLEARANCE Permit #: Date: Genera/Information APR 2 7 2000 0&0 BUTTE COUNTY AP#:Q � PLAN'N'[, C, Owners Name: � �� 17����i�'ls`� � J"��,C Parcel Acreage: Owners Address: Building Site Addre! AroAerlylnformat/on Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel IRSepbc ❑ Well ❑ Other Zone District: l //i�l —rj Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement IS No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area A No ❑ Yes Specific Plan §1 No ❑ Yes ❑ Chico Enterprise Zone 01 No ❑ Yes, check use Floodplain No ❑ Yes Zone: Watershed Protection Zone ❑ No Yes ❑ D2N Proposed Use Comolies With: %General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other ❑ Residential Accessory 1 C) ❑ Cohasset Panel Number: 0 L () I✓ ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front G �' Side O �! Side street Rear Height Environmental Health Issues• Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No [—]yes Comments: JaMap Date of Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ No ❑ Yes ❑ No ❑ Yes Block: Book: I' 3 ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed Page: V Ija 3 ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. SAP ra eC-5� ��IJ G- U3 FA6 SEW �-I!_ 1>1S POSA'�-- A 2 G A '�t O N -T BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) (Floor Plans reviewed by School District Personnel) Distri - Identification No. 4� &C ool Disttict"certifies that -'(Applicant) 4., (Street Address)Numb6r)- (Phone (City) (State) fZip Code) Jr has complied with the requirements of Resolution No. by payment of $ r V-7 representing square feet. IAB 2926' ::7 T IFULL MITIGATION $ School District Representative Date .1 Paid by Check # Remarks: Notice: You may, pri6tast'th6 6position:6f the fees identified above'by submitting'a writteri"protest,t6 the District, in compliance With dover'n'ment Code Section, 660201a), lwithin.90 days from the date foes are paid. failureto.subniit,a.Ci!pe!i,wrioenprotest will prohibit ' .you from challenging:ihi imposition -of the 46s in iny,coiirt,action: If, subsequent to the School District Rept"eientativi signing this -Butte County Schools impact Fee Certification Form,'the School District Is notified by the applicable Locaid'Planning, Agency that this project is being reviewed under the Califoinia Environmental Quality Act (CEGA11,7"'. this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm