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039-540-013
39-54-13 385-91B,P,E,M LISK, Delevan & Janet 9427 Dillon Ct, Durham TR (new sf) CON: LARRY BANK 39- -1`3 y= Permit 782- ,� (add porch/sf) 039-540-013 �- _ PERMIT#94-160-7 FT LISK, DEL & JANET 9427.DILLON CT., DURHAM5' CONT: SUNSHINE POOLS NEW PRI SWIMMING POOL 039-540-013 99-2029. MOORE, JOHN 9427 DILLION COURT, DURHAM 1 CONTR: GREEN & SON ROOFING 031-5110-oi3 27yy3 l7 p 13 M .i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (630) 638-7636 (OROVILLE) (630) 891-2834 (CHICO) OFFICE #: (630) 638-7641 PERMIT NO. BPO52443 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 11/21/2005 APN: 039-540-013-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 9423 DILLON CT DUR Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NSF (2592) GAR(792) COV(266)2nd dwelling Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MCCRADY MICHAEL W to its issuance, also requires the applicant for such permit to file a PO BOX 903 signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter9 commencing with Section FOREST RANCH, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95942-0903 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: MCCRADY MICHAEL W owner of property who builds or improves thereon, and who does PO BOX 903 such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for FOREST RANCH, CA sale. If however, the building or improvements are sold within one 95942-0903 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ' / I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of theZusiness and-Em&Lssions Code Date: _ i wner&_ 6?A. License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: HUBLEY, MICHAEL D. required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 3650 S.F. Policy #: Valuation: $191,744.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' ��yy compensation provisions of Section 3700 of the Labor Code, I shall V forthwith comply with those provisions. Date: (^ O W Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicate above for which -fees have been paid.— — - performance of the work for which this permit is issued (Sec 3097.Civ.) I Name: _ By: Date: PERMIT E PIRES ON: I - (Date Address: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo Print Name: IF Signatu : / Date: ! ' v 'Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 -s 1 BUT ECOUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 �' \ OFFICE #: (530) 538-7541 (� A FEE WILL BE REQUIRED AT TIME OF APPLICA TION \ Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY"' \ �O OWNER Last Na aC,C� ' G Name Firs Na 1e Y l� Address Q r �State Address C � City � State Zip Q 3 Phone 5-30 3 2.1- 3 7 Z(o Fax Email MCC V_CJ C �rt (Co • Ccw� APPLICANT NAME CONTRACTOR OQC— Name Address C(t,( al Address Address City Stater A State Zip Phone Fax Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name Address C(t,( al ' Address C Stater A City PhoneS 3o 3 11-M State Fax Zip Phone Planner Fax E-mail State L Ile Number APPLICANT NAME Name e-C Address C(t,( al OY\ Ck City �� I Yes Stater A Zip 3� PhoneS 3o 3 11-M Uo Fax E-mail 0 Ch � c.E • Ce�V� APPLICANT SIGNATURE X For office use only: Zoning j R -I I Flood Zone Cross Street k)J av�-e� SRA I Yes o Occ. Type Const. Subdivision Name Map Book Page Tot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 52 BIN # LOCATION AP# 0 3q - 54 0 - 012> Property Address,� C+City Sq. Footage ) 4201 �R iq2.� Cross Street k)J av�-e� 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 }jr Name Address Description or Scope of Work: Sq. Footage ) 4201 �R iq2.� ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Page 1 of 2 Received by:"K,G, Amount: 2 -qy, .60 Bldg SRA Receipt #:1j 371U to Sheriff l SMIP Date: Ci_ �n r O S 12-92, Other L l 2q 2 , 30 Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED.. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ .3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner=Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 t co 7 County Center Drive Oroville, CA 95965 It (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: ' FROM: MSUBJECT: O M DATE: WILLDAN Scott Rutherford (530) 538-7160 sruthertord Ebbuttecounty.net Plans Transmittal For Review Per Contract 09/13/2005 Applicant: Smith, Roth Permit No: 05-2443 Project Type: INsf 039=540-013' 100% 70% Plan Check Fees $ 1,298.30 $ 908.81 $ 908.81 WILLDAN Fee $ 908.81 Copies Attached: Qty Chk Application Site Plan Review r FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other N COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIOA, 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Mc l r a& ly' I c Qd ASSESSOR PARCEL NUMBER O J"1' S y 0- O j2) Proposed Building Use: NSF Duo 1,oQ Permit Technician: K.6• Date: '7- Item,s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. zN 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. O 2. Complete plans, 3 or 4 sets, sjgned by the preparer of the plans: 19/; 3. Engineered plans, 3 or 4 set , with wet signature on plans AND 2 sets of stamped and signed c__ __alculations.. S,"� 4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. 0 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. O 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Letter of intent fog noirresidential` buildirigs ❑ 12. Hazardous Material Form 91'�W 13. Acknowledgement of building permit application without required clearances. O 14. Other Re��6. tmsneeded to issue the permit. (May require additional plan review upon receipt of the following items.) anitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable OFire Sprinklers............................................................................................ O 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... D / 1Zp�. Erosion Control Plan Required......................................................................40.. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 21. City of Chico Plumbing permit........................................................................ . ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of ForesEB)Parking: approval 0 paid. Sent by: 24. Planning approval for (A) Use: (C) Parcel Check:..........., t ® 13 a S O 25. Contact Land Development about _ Improvements, _ Drainage ........................ M,'ZN 26. NPDES Form.....................................................................:....................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... �Z4O 29. Worker's Compensation Carrier and Policy Number ........................................:. 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... Cl 31. Letter of Signature authorization.................................................................... O 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or.expired permits....................:.................................... 0 34. Deed Restriction..........................................................::.............................. 0 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: O 37. Other: When„issued Telephone 53D 321- :3-7 Z to and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicanf. Date: C?' 2 ' d S 1. Index permit application for the aq a items numbered: Plan Check Letter 2. Additional items required Contractor, designerijw e was advised of the above data by ,phone, O mail, 0 counter, by Date: Contractor, design own was advised of the above data by 6d' phone, ❑ mail, ❑ counter, by Date: JI Ib Contractor, designer, o ner, was advised of the above data by 0 phone, ❑ mail, 0 counter, b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b : Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: rtment FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY 'Flat Plan Attached Phos Plan Attachad ✓ Sent to G.D. 16-11-o,5- ?,-?/-�7�� 4 41 (I iz 2l) 11�Lzzll� a._ X739 - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other aza /SIE td final for: C Fina c earance O.K. for: NOTE: 1 Environmental Health Specialist Date 8/96 BP0524�s COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER %'68f] A.P. #0 3q - 59 O OL PROPROSED BUILDING USEWSr iD 1Atell iV I A ( PM I HOUe DATE 9-12- (}b N D�AC�. 1. RECEIPT TERE BUILDING PERMIT FEES � 7e �' ` q ---Balance Due ............... $ y --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ �. SCHOOL DISTRICT FEES Dubh CLM (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. V,%4. RECREATION DISTRICT FEES D (paid at Recreation District Office) (form available after Plan Check) JN5. RESIDENTIAL DEVELOPMENT IMPACT- COUNTY WIDE (per dwelling) $ /i O 9 (D , CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) y5 8. SMIP 19-1"7 9. DRAINAGE FEE 10. OTHER 11. 1► -21.05 11-7-1-6s �W� 46( o`T 11 21-0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Q APPLICANT ' DATE Pursuant to Government Code Section 660201you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements fora protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) Butte CountyDepar-tment of -Develop pent Services °��, ';F° ° �,° 7 County Center Drive o a. �.;. •� o G.�. Oroville, CA 95965 °° o (530) 538-7601 Telephone (530) 538-7785 Facsimile c0U ��1 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained . I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. . Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to_ all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: k'CCra APN: Building site address: q4�7 Ddkyo G� Pen-nit No.: O S 2-9 G.vn D1 I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: 61, l2.05 ErN ATT TR F. 6F PLICANT DATE OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. ' 1. I personally plan to provide the major labor and material for construction of this proposed property im rovement: YES [K] NO [ ]. 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: a 12- 0S f NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pennit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper pen -nit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. . o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Department of public Works �,. f B u t t o LAND DEVELOPMENT DIVISION °•` '' " t 0 J. Michael Crump, Director storm Water Management Program 0 7 County Center Drive Oroville,CA 95965 (530) 538-7266 pUC w��5 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES)Phase11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement TLESS THAN 9 ACREi Project Description: Poo Project Location andlor Parcel Number: By sipiing below, L the project owner/owner's agent, certify that this project WII�L NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality 'Control, with hawed prophasesects hat contamore in multiple site build -outs of less than one acre but when combined than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board- 1 oard I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project• that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: QLU v LW q' e r Z- C6 W I LLDAN Serving Public Agencies October 11, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 2399 Gateway Oaks Drive, Suite 210 Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-2443 Assessor's Parcel No: 039-540-013 Description: 05-2443 9w*h Nsf Willdan Project No: 14353-1891-M Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2 n page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies, sheets Al through A6, E1, and CEC, dated 06/29/05 and SN and SDI through SD3, dated 07/01/05. * Structural Calculations: One (1) copy dated 05/18/05 by Michael Hubley. * Truss Calculations: Two (2) copies dated 05/31/05 by Longfellow Lumber Co. Inc. * Eneray Calculations: Two (2) copies dated 06/09/05 by Wayne Dailey. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Cc: Alice Mefford amefford@buttecounty.net Vertical Technology Engineering, Email: mdhpe@sbcglobal.net Michael McCrady, mccrady@chico.com Q WILLDAN Serving Public Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC). • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Specific Use Type of Occupancy Type of Construction Stories 1" Floor Sq Ft 2 nd Floor S Ft Total Sq Ft II NSF R-3 V -N 2 1735 857 ' 2592 COV PORCH R-3 V -N 1 266 N/A 266 GARAGE U-1 V -N 1 792 N/A 792 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. 5. Sink sizes and countertop dimensions shall meet Butte County requirements so as not to create a functional kitchen area. Sinks are limited to 15"x15" and countertop spaces are limited to 10 ftZ maximum in order for such areas to qualify as an allowable wet -bar area. County of Butte Residential Accessory Building & Space -Use Matrix, Footnotes (g) and (p) 6. Field inspector to verify installation of existing or new smoke detectors in all existing bedrooms and hallways leading to bedrooms (may be either battery operated or 110 volt with battery backup) as required when the valuation of any addition made to a Group R -occupancy exceeds $1000 per CBC 310.9.1.2 through CBC 310.9.1.5 7. Gable -End Truss calculation submittal is deferred to Butte Co.'s review at their discretion. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. i_. Tom Trueb Plans Examiner :Page 2 of 2 Ricardo Guzman, S.E. Structural Plans Examiner Butte County 05-2443 Willdan 1.4353-1891-M PCI.F BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 3 / — J�%�y ' D 3 Building Permit Number Q 5 24(-'1..j Property Owner (s) ,O % /W/GGi.ggre, Project Location /Address -%�,-eGd ,v G ✓ ,�� rGLi,�Irr Subdivision Name Assessable Sq. Ftge z Type of Residential Development (check one) New Development _/Single Family -Detached Single Family -Attached Alteration/Addition(s) _ Mobile home Demo Permit (date issued Comments: Non -Residential to Residential Mobile home replacement Multi -Family Dwelling verified by Assessor Department verified by Building Department ❑ FRRPD ❑ CARD . ❑ PRPD DRPD certifies that: i c yea I'Y\� CrGc� 3L}3- (0-�00 Applicant Name "Phone Number. , 0 . --f3 Mailing City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. Off' I01 by Payment of: Dwelling Units @ $ Z S 91- Square Feet @ $ Remarks: 4I Paid by Check No: Paid by Cash: and Park District per unit for a total of $ per sq foot for a total of $ 3, (oSLJ . "l 2 Receipt No: 233 �l 1 % l2r/oS Date BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One form per Building) _PkJA47 4-1k, School District A.P. Number /j'.39- 5v( ) - 0 / 3 Jurisdiction: . = - city Property Owner Property Location Subdivision Building Department No. 1county 06--':2#q3 Lot No. ............. : Residential Development Sq. Footage No of Living. Mobile Home Addition/ *Supplemental to /(Group K) Units Installation Conversion Permit # *(No foundation inspection .......................... ............................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Usefacility document), Commercial/Industrial Sq. Footage New Addition (including Exterior Roofed Areas) Building Department ReiSresentabve bate District Identification No. 17UV_41-A-71%li UNI CIGD School District certifies that MIC ide-1 A1CCV—;A7)J (Applicdnt) q4�-T, ?pi jlon�:..C-r.*. 3q3 - 4:;700 (Street Address) (Phone Number) ol 0A (City) (State) (Zip Code) has complied with the r6quirements-of Resolution.No. by payment of $ representing A 67? A. - 'square feet. rB 29216. $ ULL MITIGATION ULMITIGATION $ School District Representative Date Paid by Check# Remarks: Notice: You may protest the Imposition of the fees Identified above by subini ng a written protest.to the District, In compliance with Government Code Section 66020(a), within 90 days from the a date fees are paid. Fallureto submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing thli 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 Cal.116mla Environmental Quality Act (CEQA), this project may be subject to additional school fin to fully mitigate Its Impact on the school districrs schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (305W= i TABLE OF CONTENTS TOC Project Title.......... Mike McCrady Date..06/26/06 10:59:27 Project Address........ 9427 Dillon Court ******* Durham, CA *v6.01* Documentation Author... Wayne Dailey ******* Building Permit # Dailey Enterprises P.O. Box 5771 Plan Check / Date Oroville, CA 95966 534-9401 Field Check/ Date Climate Zone........... 11 Compliance'Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6:01 File -0501 C Wth-CTZ11S92 Program -TOC User#-MP2174 User -Dailey Enterprises Run -0501 —C TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 BU'T'TEE COUNTY BUlL l I r APP -P' —711j1e5 re59 rr Le- Copy CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 Pro'ect Address 9427 i Dll oC t ******* � ........ n our Durham, CA *v6.01* Documentation Author... Wayne Dailey ******* Building Permit # Dailey Enterprises P.O. Box 5771 Plan Check / Date Oroville, CA 95966 534-9401 Field Check/ Date i Climate Zone........... 11 i Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0501 C Wth-CTZllS92 Program -FORM CF -1R User#-MP2174 User -Dailey Enterprises Run -0501 -C GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories........... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2592 sf Single Family Detached New Front Facing 325 deg (NW) 1 2 Slab On Grade 13.2 % of floor area 0.58 Btu/hr-sf-F 0.65 9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-19 R-0 R-19 0.063 SlabEdge None R-0 R-0 F2=0.760 SlabEdge None R-0 R-0 F2=0.510 Roof Wood R-11 R-27 R-38 0.025 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (NW) 15.0 0.600 0.650 Standard Standard Yes Window Front (NW) 15.0 0.600 0.650 Standard Standard Yes Door Left (NE) 34.0 0.550 0.650 Standard Standard Yes Door Back (S) 20.0 0.550 0.650 Standard Standard Yes Window Back (S) 7.0 0.570 0.670 Standard Standard Yes Window Back (S) 9.0 0.600 0.650 Standard Standard Yes Window Front (NW) 12.0 0.600 0.650 Standard Standard Yes Door Front (NW) 40.0 0.550 0.650 Standard Standard Yes Window Front (NW) 12.0 0.600 0.650 Standard Standard Yes Window Back (SE) 15.0 0.600 0.650 Standard Standard Yes Window Back (SE) 15.0 0.600 0.650 Standard Standard Yes Window Right (SW) 4.0 0.600 0.650 Standard Standard Yes Window Right (SW) 10.0 0.570 0.670 Standard Standard Yes Window Right (SW) 15.0 0.600 0.650'Standard Standard Yes Window Right (SW) 15.0 0.600 0.650 Standard Standard Yes Window Front (NW) 12.0 0.600 0.650 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 MICROPAS6 v6.01 File -0501_C Wth-CTZ11S92 Program -FORM CF -1R User#-MP2174 User -Dailey Enterprises Run -0501 —C FENESTRATION Equipment Type Furnace ACSplit HVAC SYSTEMS Refrigerant Tested ACCA Minimum Charge and Duct Duct Over - Manual Thermostat Efficiency Airflow Location Area U- D Type Interior Exterior hang/ Orientation n/a NoSetback (sf) Factor SHGC Shading Shading Fins Window Front (NW) 12.0 0.600 0.650 Standard Standard Yes Window Left (NE) 16.0 0.600 0.650 Standard Standard Yes Window Back (S) 16.0 0.600 0.650 Standard Standard Yes Window Back (SE) 12.0 0.600 0.650 Standard Standard Yes Window Right (SW) 4.0 0.600 0.650 Standard Standard Yes Window Right (SW) 16.0 0.600 0.650 Standard Standard Yes Window Right (SW) 16.0 0.600 0.650 Standard Standard Yes SLAB SURFACES Area Slab Type (sf) Standard Slab 1622 Equipment Type Furnace ACSplit HVAC SYSTEMS Number Tank External in Energy Size Insulation_ Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a REMARKS AL Re.Vtotgt.A lWCUQ Z7 <. 5T6VF Fgg. RC.A- T � W1NDUW A,g, lA►.l. Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.670 AFUE n/a None R-n/a n/a n/a NoSetback 9.70 SEER No None R-n/a n/a n/a NoSetback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation_ Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a REMARKS AL Re.Vtotgt.A lWCUQ Z7 <. 5T6VF Fgg. RC.A- T � W1NDUW A,g, lA►.l. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 MICROPAS6 v6.01 File -0501 C Wth-CTZ11S92 Program -FORM CF -1R User#-MP2174 User -Dailey Enterprises Run -0501 —C 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.... MIke McCrady Company. Owner Address. 9427 Dillon Court Durham, CA Phone... (530) 321-3726 License. . Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Wayne Dailey Company. Dailey Enterprises Address. P.O. Box 5771 Oroville, CA 95966 Phone... 534-9401 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 P t Add 9427******* ro�ec ress........ Dillon Court Durham, CA *v6.01* Documentation Author... Wayne Dailey ******* Building Permit # Dailey Enterprises P.O. Box 5771 Plan Check / Date Oroville, CA 95966 I 534-9401 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0501_C Wth-CTZllS92 Program -FORM MF -1R User#-MP2174 User -Dailey Enterprises Run -0501 -C 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 Design- er *150(a): Minimum R-19 ceiling insulation. 9"218 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): 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 insulation 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 -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): 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. Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 MICROPAS6 v6.01 File -0501_C Wth-CTZllS92 Program -FORM MF -1R User#-MP2174 User -Dailey Enterprises Run -0501 —C 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. 1<icy 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 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 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 system, 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 installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in 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. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. - 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. �gs 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. Y�5 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 MICROPAS6 v6.01 File -0501_C Wth-CTZllS92 Program -FORM MF -1R User#-MP2174 User -Dailey Enterprises Run -0501 —C pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). ES LIGHTING MEASURES Design- Enforce- er ment 150(k)1: 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. YDS 150(k)2: Rooms with a shower or bathtub must have either 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. �(� COMPUTER METHOD SUMMARY Page 7 C -2.R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 Pro'ect Address 9427 Dill o ******* � ........ n C t our Durham, CA *v6.01* Documentation Author... Wayne Dailey ******* Building Permit # Dailey Enterprises P.O. Box 5771 Plan Check / Date Oroville, CA 95966 534-9401 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0501_C Wth-CTZllS92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run -0501 —C MICROPAS6 ENERGY USE SUMMARY Height Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.62 14.01 3.61 Space Cooling.......... 9.17 8.02 1.15 Water Heating.......... 10.99 9.68 1.31 Total 37.78 31.71 6.07 *** Building complies with Computer Performance *** Zone Type HOUSE Residence 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 -factor... Average Glazing SHGC....... Average Ceiling Height..... 2592 sf Single Family Detached New Front Facing 325 deg (NW) 1 2 ReducedYear Slab On Grade 1 23200 cf 1622 sf 13.2 % of floor area 0.58 Btu/hr-sf-F 0.65 9 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) .Units itioned Type 2592 23200 1.00 Yes NoSetback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 MICROPAS6 v6.01 File -0501_C Wth-CTZllS92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run -0501 -C OPAQUE SURFACES Surface HOUSE 6 SlabEdge 7 SlabEdge Orientation HOUSE 1 Window 2 Window 3 Door 4 Door 5 Window 6 Window 7 Window 8 Door 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window 19 Window 20 Window 21 Window 22 Window 23 Window Length (ft) F2 Insul Solar Factor R-val Gains Location/Comments 81 0.760 R-0 No 99 0.510 R-0 No FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front (NW) Area U- Insul Act 90 Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 0.650 55 90 Back (S) 20.0 0.550 1 Wall 765 0.063 19 325 90 Yes W.19.2X6.16 2 Wall 234 0.063 19 190 90 Yes W.19.2X6.16 3 Wall 837 0.063 19 55 90 Yes W.19.2X6.16 4 Wall 792 0.063 19 145 90 Yes W.19.2X6.16 5 Wall 48 0.063 19 235 90 Yes W.19.2X6.16 8 Roof 1950 0.025 38 325 90 Yes R.38.2X4.24 4.0 0.600 0.650 235 PERIMETER LOSSES Right Surface HOUSE 6 SlabEdge 7 SlabEdge Orientation HOUSE 1 Window 2 Window 3 Door 4 Door 5 Window 6 Window 7 Window 8 Door 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window 19 Window 20 Window 21 Window 22 Window 23 Window Length (ft) F2 Insul Solar Factor R-val Gains Location/Comments 81 0.760 R-0 No 99 0.510 R-0 No FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front (NW) 15.0 0.600 0.650 325 90 Front (NW) 15.0 0.600 0.650 325 90 Left (NE) 34.0 0.550 0.650 55 90 Back (S) 20.0 0.550 0.650 190 90 Back (S) 7.0 0.570 0.670 190 90 Back (S) 9.0 0.600 0.650 190 90 Front (NW) 12.0 0.600 0.650 325 90 Front (NW) 40.0 0.550 0.650 325 90 Front (NW) 12.0 0.600 0.650 325 90 Back (SE) 15.0 0.600 0.650 145 90 Back (SE) 15.0 0.600 0.650 145 90 Right (SW) 4.0 0.600 0.650 235 90 Right (SW) 10.0 0.570 0.670 235 90 Right (SW) 15.0 0.600 0.650 235 90 Right (SW) 15.0 0.600 0.650 235 90 Front (NW) 12.0 0.600 0.650 325 90 Front (NW) 12.0 0.600 0.650 325 90 Left (NE) 16.0 0.600 0.650 55 90 Back (S) 16.0 0.600 0.650 190 90 Back (SE) 12.0 0.600 0.650 145 90 Right (SW) 4.0 0.600 0.650 235 90 Right (SW) 16.0 0.600 0.650 235 90 Right (SW) 16.0 0.600 0.650 235 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/0.68 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.......... Mike McCrady Date..06/26/06 10:59:27 MICROPAS6 v6.01 File -0501_C Wth-CTZllS92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run -0501 -C System Minimum Type Efficiency HOUSE Furnace ACSplit Refrigerant Charge and Duct Airflow Location 0.670 AFUE n/a None 9.70 SEER No None Tested ACCA Duct Duct Manual Duct R -value Leakage D Eff R-n/a n/a n/a 1.000 R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS �. R�yi t�a.t� i►.I��ut a �, STaV Fr)F- Aic� 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 3 Door 34.0 5.0 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 3.0 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 7.0 1.0 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 9.0 3.0 3.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 3.0 4.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 40.0 6.0 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 3.0 4.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 3.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 12.0 3.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 16.0 4.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 16.0 4.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 12.0 3.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 4.0 2.0 2.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 16.0 4.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 16.0 4.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE JL Standard Slab 1622 HVAC SYSTEMS System Minimum Type Efficiency HOUSE Furnace ACSplit Refrigerant Charge and Duct Airflow Location 0.670 AFUE n/a None 9.70 SEER No None Tested ACCA Duct Duct Manual Duct R -value Leakage D Eff R-n/a n/a n/a 1.000 R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS �. R�yi t�a.t� i►.I��ut a �, STaV Fr)F- Aic� COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Mike McCrady Date..06/26/06 10:59:27 MICROPAS6 v6.01 File -0501_C Wth-CTZ11S92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run -0501 C REMARKS r CLAIMANT: ADDRESS: CITY & STATE: County of Butte Oroville, California GENERAL CLAIM Michael McCrady 9427 Dillon Court Durham, CA 95938 -1 1. A/AC 0C/o � 1> t✓ i //a/06 VM I C %aF SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT Refund Claim - See attached calculation sheet APN: 039-540-013 Permit No.: 1 05-2443 PAID RETAINED REFUND Development Services $ 7,085.62 $ 6,694.58 $ 391.04 THERM DRNG $ - $ - $ - SMIP $ 19.17 $ 14.94 $ 4.23 SHR $ 257.00 $ 257.00 $ - SRA $ - $ - $ - TOTAL $ 7,361.79 $ 6,966.52 $ 395.27 .......-...•.- '•: :< :'< : AREA y::;::::: :Y jf NT:": 101001 DVLPMNT SVC 440-001. 4210500 $ 391.04 1011822 THERM DRNG 1800 280 $ - 1011430 SMIP 1001 280 $ 4.23 1011811 SHR 1800 280 $ - 101001 SRA 0100 4617240 $ - TOTAL $ 395.27 $ 395.27 I, the unoersigneo, declare under penalty QI pegmy ...... ............---- claim is true and correct as stated. Dated thisday of^ Ste, 2006, at t I , Calif. Signature of Claimant I, the undersigned, hereby certity that, to the best of my knowledge, the services or articles specked above a pert ed delivered and that there is a udget Appropriation or Specific Board Approval (Check on for the sam . Dated this day of 2006, at Orovlle Calif. epa erri Head or Authored Deputy Dept SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY EPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. 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 Facsimile www.buttecounty.net/dds ADMINISTRATION * BUILDING " PLANNING 6/19/2006 Michael McCrady 9427 Dillon Court Durham, CA 95938 RE: Permit No. 05-2443 APN#039-540-013 Owner: same On 9/12/2005, and on 11/21/2005, a deposit was made in the amount of $7361.79, of which $6996.52 was retained. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $395.27. Should you have any questions, please contact this office.Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-7601. Sincerely, Diane Lewellen Account Clerk, Senior Administrative Division enclosure 05-2443.1tr County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Michael McCrady ADDRESS: 9427 Dillon Court CITY & STATE: Durham, CA 95938 DATE OF CLAIM- 06/19/06 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT Refund Claim - See attached calculation sheet APN: 039-540-013 Permit No.: 05-2443 PAID RETAINED REFUND Development Services $ 7,085.62 $ 6,694.58 $ 391.04 THERM DRNG $ - $ - $ - SMIP $ 19.17 $ 14.94 $ 4.23 SHR $ 257.00 $ 257.00 $ - SRA $ - $ - $ - TOTAL $ 7,361.79 $ 6,966.52 $ 395.27 ::•::::: A DOW. .1V ::>:>.:: >STl ET:::AC—C-0UN'T ::AM -0 — �iI: 101001 DVLPMNT SVC 440-001 4210500 $ 391.04 1011822 THERM DRNG 1800 280 $ - 1011430 SMIP 1001 280 $ 4.23 1011811 SHR 1800 280 $ - 101001 SRAI 01001 4617240 $ - TOTAL 1 1 $ 395.27 $ 395.27 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of 2006, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specked above have been performed or delivered and that there is a Budget Appropriation or Speck Board Approval (Check one) for the same. Dated this day of , 2006, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. Project Log/Activity She, Project AP N # CA 1� A � - t_ �r� �� •-0mw v 11111, 41 • g5f5 m lan c f�-�� . (-7 Z A 2 u u �S6 4 70 GSA-, • ►(.off 4 2 423 " BUTTE COUNTY o��TrFo Butte County Department of Development Services DEC 2 3 2005 Building Division DEVELOPMENT o /�' o SERVICES _ 7 County Center Drive , O� G c0UtNj Oroville, CA 95965 (530).538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued -if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the rereintl and return to Develooment Services for Davment Drocessina. CLAIMANT'S NAMEi;/I �C�CrrocJl r. RECEIPT AMOUNT:'., q�.3 REASON FOR REFUND REQUEST: -A-V Sc>lVc_7e IS ndt czrre CA, o i h'�S iSSusi u rozs (oto h -� -tine c�tEev�ftcsv� �F Cc CL k Sunni �� s ic� e� h- ... .. L\ Check W 11.7 pl Check those fees which you wish to have considered for refund: AAv t) 1W FM -5 vJ� cO,-e A V -S i41f Building Permit Fees =Sheriff Fees =SRA Fees (CDF Fire Planning) =Other (specify): (Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may pick them up prior to that time. • ignature K:/Forms/Refund Appli tion 082203 hl CA` M OT co -Vu I — 96'Q,� KKanerp1. 1,2- z o.s... ar1 -Ol i n Date e lSe Is i V plena �onfiQcfi Revised 11/22/2005 DATE 11/22/2005 BAG # 10 DEPOSIT # 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 1 of 4 10 -10 -10 -10 -10 -10 -10 -0100 -0100 -1001 BUILDING PERMITS REMOVE NOTICE OF VIOLATION RETURN CHECK FEE AVA COURT RESTITUTION COPIES PUBLIC SALES WITNESS FEES RECORDERS FEES FIRE-COMMCL PLNG REV FEES FIRE - SRA SMIP FEE PERMIT# RECEIPT# 4210500 4350903 4610105 4617252 4711910 4712523 4613701 4617237 4617240 280 101001 101001 101001 101001 101001 101001 101001 101001 101001 1011298 052701 440657 $ 2,104.14 $ 22.36 053117 440658 $ 110.00 053118 440659 $ 165.00 053119 440660 $ 467.42 053120 440661 $ 192.50 052714 440662 $ 329.94 $ 11.73 053121 440663 $ 55.00 052443 440664 $ 1,947.44 PARTIAL REFUND $ 19.17 053122 440665 $ 110.00 052995 440666 $ 1,869.10 $ 20.34 052968 440667 $ 329.94 $ 13.92 053123 440668 $ 109.98 053023 440669 $ 329.94 $ 2.16 052802 440670 $ 439.92 $ 9.83 053116 440671 $ 110.00 051394 440673 $ 54.99 053124 440674 $ 110.00 053125 440674 $ 55.00 053126 440675 $ 137.50 copies 440677 $ 5.95 052634 440678 $ 329.94 053127 440679 $ 55.00 $ 9,412.75 $ - $ - $ - $ 5.95 $ - $ - $ - $ - $ 99.51 Page 1 of 4 Revised 11/22/2005 DATE 11/22/2005 BAG # 0 DEPOSIT # 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 2 of 4 STREET IMPROVEMENT SUB -DIVISION DRAINAGE TRST Page 2 of 4 Revised 11/22/2005 DATE 11/22/2005 BAG # 0 DEPOSIT # 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 3 of 4 ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 3 of 4 Revised 11/22/2005 DATE 11/22/2005 BAG # 0 DEPOSIT # 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION GRAND TOTAL TO BE DEPOSITED $ 24,046.132 PREPARED BY: Page 4 of 4 Gwyn Benedict ext 7604 DATE: 11 /22/2005 DRAIN AREA ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ GRAND TOTAL TO BE DEPOSITED $ 24,046.132 PREPARED BY: Page 4 of 4 Gwyn Benedict ext 7604 DATE: 11 /22/2005 1,The Sum of Z' $ For 5-pz�Y-2 Received: —75 Received By CASH U Title CHECK By DAVCO BUSINESS FORMS - (530) 743-8511 Form 84702 C -OU:NT-YfO- -F BUTTE - ,—OFFICIAL RECEIPT 4 -3'5 6 OFFi EOR DEpARTME A( -.0aulNu RECEIPT -12 Received from MAD r The Sum,of— NUMIt No ho: 7 lhlu ( 0, — , ?I For V- Z, 3. Received: Received sy CASH Title HECK—� DAVCO BUSINESS FORMS • (530) 743-8511 Form 84702 COUNTY BUTTE OFFICIALRECEIPT 435,611 F Flr_E OR PEPA TT_i�LF�� TIVIENT ISSUING RECEIPT Received from �220 The;Sum�of C A,Y Received Received: d dy CASH Title CHECK By DAVCO. BUSINESS FORMS • (530) 743-8511 Form 84702 -4; COUNTY ne, Roeceived from The Sum of_ For_�, Received: OFFICIAL RECEIPTUTTE 435612 OFFICE OR A- Uh-FTARMENT ISSUING RECEIPT q - I Z2Q CASH CHECK v' C9 -BUSINESS FORMS • (530) 743-85; 11 Form Received By Title P. A. By $ qj A V. eceived . F� CASH ❑ Title CHECK By =SS �FORMS - (510) 743-8511 Form 84702 DAVCO.BUSINESS FORMS • (530) 743-8511 Form 84702 COUNTY OF BUTTE The Sum of I iba-f, ibllnc, OFFICIAL RECEIPT 440662 6-eived fro jK'i 0 �t OFFICE OR DEPARTMENT ISSUING RECEIPT ceived from CASH ❑ The Sum of' CHECK CHECK By For Af N Received: . Received By CASH Title CHECK By DAVCO.BUSINESS FORMS • (530) 743-8511 Form 84702 UNTY- OF BUTTE OFFICIAL RECEIPT 0 E P A A TMENT ISSUING RECEIPT Title By_ COUNTY OF BUTTE OFFICIAL RECEIPT 440663 440664 CO The Sum of I iba-f, ibllnc, .'OFFICE 6-eived fro jK'i The -Sum of toil Received: CASH ❑ CHECK CHECK By DAVCO BUSINESS FORMS • (530) 743-8511 Form 84702 UNTY- OF BUTTE OFFICIAL RECEIPT 0 E P A A TMENT ISSUING RECEIPT Title By_ COUNTY OF BUTTE OFFICIAL RECEIPT 440663 440664 .BUSINESS FORMS - (530) 743-8511 Form 84702 R 200 ..OFFICE OR DEPARTMENT ISSUING . RECEIPT Received from The Sum of I iba-f, ibllnc, •or Received: Received By CASH ❑ Title CHECK By .BUSINESS FORMS - (530) 743-8511 Form 84702 z CR -8 -- --71-2 ..Mo September 22, 2005 Michael McCrady PO Box 54 Durham, CA. 95938 Dear Mr. McCrady: CB= SEP 2005 MENT CES LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH E] 202 Mira Loma Drive 411 Main Street El 7 County Center Drive Oroville, CA 95965 P.O. Box 5364 Oroville, CA 95965 TEL: (530) 538-7282 Chico, CA 95927 TEL: (530) 538-7281 FAX: (530) 538-2165 TEL: (530) 891-2727 FAX: (530) 538-7785 FAX: (530) 89;-6512 The application that you recently submitted to this department to construct a sewage disposal system for a proposed pool house on the property located at 9427 Dillon Ct., AP# 039-540-013, has been reviewed. A permit cannot be issued at this time for the following reason: The proposed floor plan is interpreted as a second dwelling to the existing three-bedroom house. As such, a use permit is required prior to our issuing a building clearance and septic system permit. Please address this issue to the Butte County Planning Division in Oroville at 538-7601. If you have any questions, please contact me at the Chico office listed above between 8:00 a.m. and 10:00 a.m., Monday through Friday. Sincerely, c Tom Loushine, R.E.H.S. Division of Environmental Health TL/gl/septic/cants/D i l lonCt9427McCrady cc: Planning Division 039-540-013 99-2029 MOORE, JOHN 9427 DILLION COURT, DURHAM CONTR: GREEN & SON ROOFING 0 u COUNTY OF BUTTE - DEPARTMENfOF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 6� ASSESSOR PARCEL NUMB 39 /O —o/3 ZONING BUILDINGPERMIT OWNER TELEPHONE - bag SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ADDRESS bt, /t CONTRACTO 'S. NAME �» TELEPHONE 33 • 'rl�ID CONTRACTOR ,�AN jLING.ADDRESS `t �• /� 95 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 3 0 i3O ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $63-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS (f f ',�,� )� � 77 Energy Plan Checking Fee $ $ PERMIT FEE $ 3 •UU LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF �e Duplex ❑ Mobilehome ❑ Other sPEc�v Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑^ Remodel ❑ Utilities ❑ Installation ❑ Other Lel Describe Work: i 1. C C, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600V0 R LESS Main Service zo.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. �y License Class [� _3 310 Lic. No. 1 � O � / 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 tow TO 1000A 46.00 NEW CONST. DWELLMx3 OCCUP. SO OR ADDNS. ( a acc. eLDS. 3.52 FT: N= DMULTIBRANC-OUTLET @7.50 POWER APPARATUS a SINGLE OURET CIR. OUTLET OR FUTURES 2L ®I'50 Ex. Occup.BAL @ .so Ex. Occup. DUTLEEDf9 gaID,OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 4[. 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 '7/ 3 -19f - aaiI lea 3 a 7 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number cZ^ r it -4-0L�•,•,�ea/ �' (The above sections ffe-ed not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply Mth those provisions. X'. ->t �-'��' Date 9/Z Signature of Applicant - ❑ OwnerContractor ❑ Agent An OSHA permit is required for excavans over 5'0" deep and demolition or construction tio of structures over 3 stories in height. 'k3.0' Mobile Home Installation Fee $ Energy Inspection Fee $ POO Co T. TYPE TOTAL FEE $ gB •00 HAZ. D. FE IMP FLOOD — CDF PMCEL PD HD ISSUE V This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do word: indicated above for which fees have been paid. /r /,� /._}t;f By � (r/i.'�?.Lt:)t,.E k�(,!!j Date PERMIT EXPIRES ON Date Receipt No. 5-3Li�/> l 1 WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 FJ '`COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMB39n 5'YO _0/3 ZONING BUILDINGPERMIT OWNERTELEPH ONE B - 038 SO. FT. OCC. BUILDING VALUATION .OWNERS 1 W RES a ^ r, - L/- CONfRACTOMEI TELEPHONE CONT In o!\ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ �� ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 3I01D ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS /\ Energy Plan Checking Fee $ $ DAIA]LOY Y" PERMIT FEE $ 3 -00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF )( Duplex ❑ Mobilehome ❑ Other SPECIFY - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑UiliDdes ❑' Installation ❑ Other — 7 Describe Work: J l T\ W l 3 C 63e2, Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA 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. �D License Class C - 39 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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' comp n atio i urance carrier and policy number are: Carrier Policy Number Q (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ith those provisions. p X Date / Signa u'i re of Applicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excava ions over 5'0" deep and demolition or construction of structures over 3 stories in height. Jz Main Service TO 46.00so OCU000A NEW CONST. DWELLING OCCUP. SO V OR ADDNS. ( a ACC. BLDS. 3.50Fr: ,.,0"O .EW R.'.. MULTI. CLIZ,:U @7,50 POWER APPARATUS a SINGLE OUTLEr CIR. EX. OCCU OUTLET OR FIXTURES @ ,,50 BAL p .50 OR.s FlXEO APPLNS. OR 5.00 Ex. Occup.ourLt�s RESID. EA. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ � � T `� q TOTAL FEE $ 0 3 00 HAz. D. Fl IMP PLOOD I CDF pARC0. PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate above for which fees have been paid. By Date PERMIT EXPIRES ON 9_a -a600 Date Receipt No. 3 9-3, 60 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Callfornia 95965 - Telephone (530) 538-7541 �9 PERMIT (Rev. 12/96) APPLICATION AND PERMIT saw"� 3 Water sD1M0 BUILDING PERMIT 15.00 Gat 1 - 5 outlets 15.00 SO. FT. OCC. BUILDING VALUATION 15.00 Mobile Home I S I G I W §20.00 PERMIT FEE : MECHANICAL PERMIT Flung Fee 20.00 ILA Coolie Hood 0.50 ,MO,.wtsaAWN10s PERMIT PEI! tt MobOa Home Installation Foe = Fire lace Energy Inspection Fee i Total Valuation 3 3/90-60 on 04 Q3 . UO Filina Fee I $ 20.o 0. ME I 'Y1 I Rano Permit Fee I AACHM= ON e+as�, MALsw ADORES- Fo mo 481A .---� Plan Chealting Foe i sAAW ADDRESS r Eneirgy Plan Checking Fee i .,2 i PERMIT FEE : O 1OTND°� �r PLUMBING PERMIT Ring Fee 20.00 C -J USEOFBTRUCTURE SF I( OupkK O MobNhotno 0 OtIwr TYPE OF WORK New O Addition O Remodel O nLtdbs O h/Mdtlion �O Other D Describe Work: TQii00k— � 3 S5t Solar or heatpump water hooter 23.00 Water 15.00 Each gas water heater or vont 15.00 Gat 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W §20.00 I PERMIT FEE I $ 20.00 Main SorAos 20MTO loom 40.00 wdmULOO OR A0ma ' fi ° A AM .0001 3.5Cn Ex. Occup. 0unsr oR FKnx= sa .w Fac. Oecuo_ i mm _....°: 1 S_oA Temporary Service 23.00 Moble Home Facilities 20.00 Mee. wkffw 23.00 PERMIT FEE : MECHANICAL PERMIT Flung Fee 20.00 Heating Coolie Hood 0.50 ventilation PERMIT PEI! tt MobOa Home Installation Foe = Energy Inspection Fee i occ T. 11 TOTAL FEE $ Q3 . UO 0. ME I 'Y1 I Rano I COF MAC& Fo mo 481A This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Data PERMIT EXPIRES ON a i RESIDENTIAL 039-540-013 PERMIT#94-1607 LISK, DEL & JANET 9427 DILLON CT., DURHAM CONT: SUNSHINE POOLS NE`Wn PRI SWIMMING POOL a JOB FINALED (Date ^ 2 ✓ ^c7Y Signature O V J=OK O =Not OK+ =Not Applicable MOBILE 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-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance R Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POO (Plans) OK except #'s ' 1 backs -Easements Soi , Compaction -Structure Stability 3. ool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. EI Bonding; Metal w/5' -Circulating Equip. -Heater ,setlec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test /K/ ti Date L. Card B-1 Date Card B-1 Date Card B-1 LJ Date Card B-1 W jorjf, ✓=OK O=Not OKNot t = Not Readyable RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except ff's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolls -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except k's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -- ---------------------------7 ------------- ------------ 17. Water Pipe; Test & Anchor -Nail Protection - ------------------- 18. D.W.V . Test -Fittings & Anchor -Nail Protection ---------------------- -------------------- 19. Shower Pan; Test, First Floor -Tub Access ------- ---------------------------------------------- 20.-Test-Tub & Shower. Second Floor -Tub Access - 21. Gas Pipe: Size & Anchors ----------------------------------------------------------------- ------ --- - Date Card B-1 Date Card -B-1 - Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection ---------------------------------------------------------- ---- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ------------------------------------ ----------- ------------- 24. Size Boxes & No. of Conductors -Stapled --------- - - - -------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------------------- 26. Equip Ground made up w/Mech. Fastners-Bond Gas & Water --------------------------------------------- ---------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ----------------------------------------------- -------- 28. Subfeed Wire Size r / ga. Cu or AI-A.C. Wire Size / ' ga. ------------------ Cu or AI - --------------------------------------------------- 29. Range Circ r / ga. Cu or AI -Oven Circ. r r ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------- --------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --- ----------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. ------ ----- ------ --- ---------------------------------- 32. Clothes Closet Light -Shower -Light-Spa-Light— -- 33. Smoke Detector --------------- --------------- ------- ------------------------------------------- Date --------------------------------------- Date Card B-1Date Card B-1 --------------------- --------- - -------------------------- ------- ---------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) Ok except n's 34. A.C. Ducts Insulation & Support ---------------------------------------- -------............... -... -.............. 35. Vent Fan: Exhaust above insulation ----------------------------------- ------------------- --- -- --- -- ---------- 36. CondenFate Drain & Overflow: Size & Grade ----- ------- -- - --- ---- -- .-. ._ 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------- -- --- -- - -- ---------- ---- --- - ---- 38 --38 Attic Access & Platform if Furnance in Attic --------------------- ----- -- - -- - ------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except N's 39. Sils. Proper Material & Anchors - -- - - --- --- ----- -------------------------- -------- -- --- -- 40. Walls Studs -Nailing. Spacing & Bracing- Plates -Sou " nd 41 Bearing Walls over Girders & Floor Nailing 42 Draft Stop in Walls (rat proof) -- --- ----------- --- -------- -- ----------------------- ---- Fire Stops. Furred Ceilings -Stairs -Chases -Tub - - - - --- - ------------- ---------- Headers & Beam -Size & Bearing 46. Cing. Joist-Rftr. ties-Purlin-robt Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits _ 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows --------------------------------- - Date Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ------------------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ----------------- 64. Bedroom Exiting -------------------------- ---- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec Trim & Sub anel: Breaker Sizes & Labels ---------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth ..---- - -------------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ----- ----- -------------- 70, Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance - - - - -- - -- ------------------ - - 71. Elec. Outlets & Receptacles at Kit. Counter ------------- 72.- Garage - -Door-: Door-- Swing -Landing -Closer ------------------- - - 73. A.C. Duct in Garage -Damper ------ --------------------------------- ---- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meeh. Protection 75. Plb. Elec. & Mech Equip. Listed for Location -- ------------ 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection --------------------------- 77. Insulation -Foam -Looked in Attic ❑ Yes ------ --------- --------------------------------- 78. -Guard -Rails & Deck- Construction -Post Caps - - -- - -------------------------- - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No --------- -------------------- - 81. Stucco: Brown -Finish- - - 82. A.C. Unit: Disconnect. Electrical, Plumbing ------------------------- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings ------------------------------------------- --- 84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House . - - .. --- -------------- --------------- ----- ---- ------ - 87. Glass Protection 88. Corrections from Previous Inspections ------ --------- ---- ---- --------------------------- 89. Gas Test -Meters Tagged: Gas -Electric - - - - ---- ---- --------------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval -- . - ----------- --------------------- -------- 91. Energy Compliance Certificate -Other Certificates ----------------------- - ------------- ----- ----------------------- ---- - 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING , BUILDING PERMIT OWNER DEL f9x JANET T,TqK TELEPHONE 1145-6999 S • F. OCC. BUILDING VALUATION 15,500 OWNER'S MAILING ADDRESS 9497 DIIJON CTI DURHAM 95938 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS 705 1 ALIN DR CHICO 959-26) Fireplace -111F, CONSTRUCTION LENDER UNKNOWN Total Valuation --t$ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 171 On ARCHITECT OR ENGINEER ucENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9427 DILLON CT XXXX DURHAM PERMIT FEE $ 214.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL, SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: MASTER 91-503 PERMIT FEE g 35 an Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( soov Ofl LESS ) 23.00 200A OR LESS Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. SO, OR ADDNS. ( & ACC. BLOS. ) 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) K I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON•RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET Clfl. Ex. Occup. ( OUTLET OR FIXTURES ) BAS @ 1.0 550 FIXED .OR Ex. Occup.REST 5.00 (OUTLETS (RESID.) EA. ) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELEC 1 1 130.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. i� I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 50.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, 'udgments, costs, and expenses which may in any way accrue against said Count n onsequ nce th anti g of thi ermit. q X Z Date / Signature of pplicant - ❑ OwnerContractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 299.00 HAZ• D. FEES IMP PLO _ CD PARCEL -- This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. eyDate PERMIT EXPIRES ON v etel ReceiptNo. 162930 WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - x.916:),89;-2751 7 County Center Drive, Oroville, CA -"i916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Ciy-/667 OWNER PERMIT NO. z A routine inspection indicates that the following violations of Butte, County Ordinances exist at the above address should be corrected. Please notify this office when correction of work is completed. I ou have any questions pertaining to this matter, or need additional explanation, please con ct this office immediately. J G ao co�64 7-441& C L vG 4� r yr -fly L U C��'?lvwi01L 4Dpvvi,k-1J t9 ' O- - 57�7�f' Date��(!:) Inspector REV 10/92 �Gt,err.7'frti`:�•r'�,.��.�sr..r.••-,'ix�...,,�-p�q•r+�*�+iter.�:,�.vws�++wqx,r-.•.cr�+�i�cr�+�a��cr�.�,-•F,�r, ��.w�`�t..�.:r^�4ti��;vr�',,h;•ti��.�3tii•e�.�,l�.�,:u..ta,�Yi�•i�`+•a�=:;..+•-.--•.•'•.��. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION z3 ,,. 7COUNTY CENTER DRIVE-OROVILLE,CALIFORNIA9595p61ATELEPHONE(916)538-7541 / CTOTASHEETPERMITAPPLIANAv .::OWNER b -5k) l TCY. �� µ r A. P. No. Proposed Building Use Building Inspect`r` Date (52 :g�--QrCL a At time of permit application, I was advised the following data must=be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted . ........................................ -•k 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . .1 3. Complete plans, 3/4 sets, signed by preparer of plans . ................�..... . K 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. /........... . 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... = 11. Impact fees as shown on attached schedule. ............................. . ` 12. California Department of Forestry plan approval/fees. ....................... . 13. 14. Flood elevation letter (100 year flogd) by California Engineer. .. _ Sanitation and plot plan approvaK Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy) ....Prelmpeotio�.6queg- !,; 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement . ..................� 25. Letter of signature authorization . ........................................ ` 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use. ........' ................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. .......... ........................... . 32. Plan check list . ...................................... .;`............... 33. 34. When ou issue the permit, proces as follows: Mail to owner. Mail to contractor. Telephone 11'f 4$cedMd hold for pickup at office. Deliver with inspector. Other Parcel Creation 8_ 9 L Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date 11 By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counterby _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Coun r by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder 'Copy - Department of Public Works F.H. IUSE ONLY Hot 1'I:m Much.(] V Fluor PI:m Aunchvd Sent to IS. U. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance LtDK 9 q2 -I T) 1l ion 0-+- D --2-)g -S`f6_��)3 Owner Location AP# Plan Approved for: Sewage Disposal Water Su ply: Public Private Well Clearance for bedroom mobile home. Other A Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/92 u Date INTER -DEPARTMENTAL MEMORANDUM TO: B DIN IVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: _� 6��L�7C% SEPTIC: WELL: AP#: j�32- 2 Q yJ13 ADDRESS/LOCATION: 9 -Ka -7 61440,u. Comments:' GL/memos/releasehold .. _ 39-54-13 782-91B LISK, Delevan & Janet 9427 Dillon Ct, Durham Cont: Larry Banks (add porch/sf)_ JOB FINALE Signature d=OK O = Not OK -=Not Applicable Not Ready MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts,Beams-Rftrs: Coonectors Shthg: Rfg.-Brading. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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- Pane Iboa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location -Clea rences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /' L" ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts,Beams-Rftrs: Coonectors Shthg: Rfg.-Brading. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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- Pane Iboa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK O = Not OK - = Not Applicable ' = Not Ready RESIDENTIAL,(Single 14 & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles S. Stemwalls, Main; Steel -Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows 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 PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes O No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic 0 Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive ❑ Yes O No; Walks 0 Yes ❑ No; Planters 0 Yes 0 No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541V/ ��� APPLICATION AND PERMIT M ASSESSOR PARCEL NUMBER 39-54-013 ZON-ING BUILDING PERMIT OWNER Delevan & Janet Lisk TELEPHONE SO. FT. OCC. BUILDING VALUATION 211 C 2,11-0.00 OWNER'S MAILING ADDRESS 9427 Dillon Ct., Durham 95938 CONTRACTOR'S NAME Larr Banks TELEPHONE 345-9547 CONTRACTOR'S AILING ADDRESS 3018 Clarence Ct., Chico 95926 Fireplace CONSTRUCTION LENDER 9427 •ADDRESS llon Ct., Durham UNKNOWN Total Valuation $ 2 110.00 Filing Fee $ ;Q,QQ LENDER'S MAILING Permit Fee $ 38.50 ARCHITECT OR L—N_,INEEP LICENSE NO. Plan Checking Fee $ 16.25 Energy Plan Checking Fee $_ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 64.75 PLUMBING PERMIT Filing Fee 10.00 - 9497 Dillon Ct., Durham Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 13 SUBDIVISION NAME Durham Valley Estates PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G 10.00 ea TYPE OF WORK New ❑ Addition ® Remodel EJUtilities [:1Installation❑ Other ❑ Describe work: 6)y porrli _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. �'G�4 I Classification. El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ad 1 New CONSTR.(AMULTI-OUT• , �z¢sgft LET NON.RESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS e� (SINGLE OUTLET CIR. Ex. Occup(20050a OUTLETS OR FIXTURES eAL030 FIXED APPLNS. Ex. Occup. OUTLETS (RESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains id CoulIR in consequence of the granting of this permit. X 1 Date �— j Signature of Applicant — Owner El Contractor;fS Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE — TOTAL FEE $64.75 HAz. can PARK I sCHL I FL CDF PAg PD t/ I HD ssuE This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DI EC OR OF IAL WORKS �^ By � to PE MIT EXPIRES ate ^� Receipt No. 83671 WHITE-D.P.W., YELLOW-ASSE330R, PINK -INSPECTOR. GOLDENROO-APPLI CANT I . � - r.-. ..• �+ .yam+.. •,. nn .. .-Q.r...-.--r . ,•..•, ^ A. n � : •.,- . �:, vy.-Fad. cr o-'TM'R°.w'�Y. w. w.. •..-,a . .r--'Ir_h COUNTY OF BUTTE - DEPARTMENT,sO.F PUBLIC -,,WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALW9 RNIA 95965 - TELEPHONE: 916/538-7541 l PERMIT APPLICATION DATA SHEET Permit No. // OWNER �� /55 A. P. No. 3T -sT Proposed Building Use%� i T/ Building Inspector Date 3Zq At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... --6.- Energy Design Compliance and supporting documentation ........ . 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School District fees paid .............. 14. Sanitation approval from G C� ealth De,pPartment 15. City of Chico plumbing permit ................................ ...641 A02141 9/ 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required .prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... � t,• 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... r 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other y Applicant 6Date 3 �/ Copy of Haz-Mat form sent Health Dept. Fire Dept._ ------,-Air Pollution - Dater - Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted p i r o permit issuance: (Circle new item not checked above), 1. Index permit for above items t O 2. Additional items required: ��✓,C'. iL/D%S Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW £d .3- a2 q- Il •i/0 s-e'�il/ root 7 7-flr 4CAV -'-V/ GIBE 5 yz e?C A41 1A -/..c.e V 6sy) TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance _..fid 1, 1s�� m C g- Y�13 Ar. Owner Location AP# Plan Approved for: Sewaqe Disposal Water Supply Fold final for: Final clearance O.R. for: Clearance for bedroom mobile home. NOTE * * * Water Supply Water Supply Other Sanitarian Date RESIDENTIAL PLAN CHECKING GUIDE 12/90 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # %r.2- i?/ OWNER-�i/c��/ �i�.I�l A.P.# GENERAL c�— S Plan Checker 1----Z-oning requirements: (sideyards and number of permitted living units). le—� uation. 4Plans signed by designer. per description of work on application. ©� ems on data sheet. (W.C., fees, Health, Developer Fees,.License law; etc).- -.- Reeer-ded ns44.ee viele ;on. PLOT PLAN �omplete parcel size and dimensions. i---_S__etbacks, sideyards, easements, etc. Gt4 _h,r,di i�v— .��t rent tl�PS. 5� Fly$-csrn--- 6 9peeial .,Ql -esbieit map;--(rte�se ; �8�� f ie sp ec-�,ess , -cramp a. --- Eiji ,di} a Irm) . FLOOR PLAN __r___ Complete to scale plan with dimensions. !"Required windows. for light and ventilation (Sec. 1205). ; 13'Required windows for second exit (Sec. 1204). ---4---"'Skylights (Chapter 34 & Sec. 5207). i5! -Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec: 1207). X71 GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). ,8'Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. .1-ff'- Garage firewall, door size, and closer (Sec. 503(d)(3)). ,-1�1 - 3'0" exterior exit door (sec. 3304 (f). >-2'Fireplace and wood stove location, alcoves, and clearance. '1 -3'. -Smoke detectors (Sec. 1210). J,4' -Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS -4!'Standard bracing or engineered design (Table 25V) .-Y Unusual shape, size, or split level house requiring lateral design. foundation plan complete enough to construct building. tTct-ion details complete enough to construct building. Iz'vatiarrs _ a construction details complete enough to construct building. of construction details complete enough to construct building. tion details and calcs if necessary. ridge beajpc r PZKch head zes.10. Stud . s. 1-- a - ei —s-pecial foundation design. 1 ain equiring design. 1 a fired. 12/90 Ziyl'l- RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS. ITEMS TO LOOK OUT FOR 11__� Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). i2!- Guardrail details (Sec. 1711 & 3306(j). i3!' Brick or stone veneer (Chapter 30). -41 Exterior plaster - weep screeds (Sec. 4706). t ✓ roper roof pitch for roof convering (Chapter 32). Roof covering type - (fine n 8. 36" halls �!J S pLGV L1ZJn • s• A--�Living area over garage - complete 1 -hour separation' required on garage side including supporting walls and posts, etc. IR)__*�Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ,1� ttic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). _.Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. /� c _P!5�Energy design.��y flashing at all exterior openings. DF responsible area requirements. C2,,)12-411 �/ 'deturn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDCEMEN9 ( 0 6 4 5 4 FOR RESIDENTIAL DEVELOPMENT 'SecTion' 26-8.1 of the Butte County Code requires this acknowledgement be recorded - prior to issuance of a building permit. K All that real property situate in the CounLy of Butte, State of California, dc�:,cri..bed cis follows: 74 t -4 0T- l 3 a10 ;D6G4t,&-01 o Date: p- /'--qf State of SS. County ofr" ) PROPERTY OWNERS: On this the A401 day of the undersigned Notary Public, personally appeared TOM Personally known to me. 0 Proved to me on the basis of satisfactory evidc�uc.:c. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that he— executed the same for the purposes therein contained. IN W.ITNIE55 WHEREOF, I hereunto set my hand and official seal.. OFFICIAL SEAL JANET E TURNER W a m NOTARY PUBLIC - CALIFORNIA 1'resen L A.P. No . , g BUTTE COUNTY Notary u>] I c 9 roar'' My comm. expires FEB 5, 1993 91-006454 ; R e c Fee 7.00 lbe pr.opert.y described herein is adjacent Check 7.00 to land or included within an area zoned Recorded for agr.i(All.t..ur.al purposes, and residents Official Records ; of this property mray be subject to incon- County of ; vele i.ences or d i.scomfort arising f rom the Butte use of agr:i c:ult.ura.l chemicals, including, Candace J. Grubbs but not limited to herbicides, pesticides,. Recorder and fer-L:il.izers; and from the pursuit g:02am 20 -Feb -91 I JJ 2 of, agr.i.cu.l Lura'1 operations including, _ but not lim:i.l:cd to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has estab Li shed agr i c.u.l - Lur.al zones which have as a priority use for productive agricultural. purposes, sand r.esi.deut s within sa i.d zones and on adjacent property should be prepared to accept such i nc-onvc!n-i.erlce or discomfort from normal, necessary farm operations. All that real property situate in the CounLy of Butte, State of California, dc�:,cri..bed cis follows: 74 t -4 0T- l 3 a10 ;D6G4t,&-01 o Date: p- /'--qf State of SS. County ofr" ) PROPERTY OWNERS: On this the A401 day of the undersigned Notary Public, personally appeared TOM Personally known to me. 0 Proved to me on the basis of satisfactory evidc�uc.:c. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that he— executed the same for the purposes therein contained. IN W.ITNIE55 WHEREOF, I hereunto set my hand and official seal.. OFFICIAL SEAL JANET E TURNER W a m NOTARY PUBLIC - CALIFORNIA 1'resen L A.P. No . , g BUTTE COUNTY Notary u>] I c 9 roar'' My comm. expires FEB 5, 1993 9 L -0645490-221 69er No. SCHEDULE C The land referred to herein is described as follows: 1,� P 2-14 All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Lot 13, as shown on that certain Map entitled, "DURHAM VALLEY ESTATES", which Map was recorded in the Office.of the Recorder of the County of Butte, State of California, on May 4, 1989, in Book 116 of Maps, at page(s; 9, 10, 11 and 12. RESERVING THEREFROM anon -exclusive easement for ingress, egress, support and storm drain over, across and under Dillon Court, as shown on the above described Map.. PARCEL II: A non-exclusive easement for ingress, egress, support and storm drain over, across and under Dillon Court and G. Warren Dr., as shown on that certain Map entitled, "DURHAM VALLEY ESTATES", which Map was recorded in the officE of the Recorder of the County of Butte, State of California, on May 4, 1989, in Book 116 of Maps, at page(s) 9, 10, 11 and 12. PARCEL III: A 10 foot storm drain easement over Lots 2, 3, 16 and 18, as shown on that certain Map entitled, "DURHAM VALLEY ESTATES", which Map was recorded in the Office of the Recorder o,f the County of Butte, State of California, on May 4, 1989, in Book 116 of Maps, at page(s) 9, 10, 11 and 12. END OF DOCUMENT "'A q-5 O G COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSE_So PARCEL )1�8� / S/7L (J ZONING BUILDING PERMIT OWN-EE2 r� D61� A R��/ I—I TELEPHONE SO. FT. OCC. BUILDING VALUATION O�L�i�R' AILING AD�RESS LLi/O / T / CO/JN`/T7�ACTO q'S ryAMEU// � I ,� TELEPHONE CO RACTOOR'S MAILING ADDRESS/,V/ FireDlace cONSTRUC ION LENDER UNKNOWN e Total Valuation $ Filing Fee $ X0,00 LENDER'S MAILING ADDRESS Permit Fae $ S ARCHITECT OR LN .INEER LICENSE NO• Plan Che, -king Fee $ a Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILD IN DRESS C'/? 0 9 Permit fee $ ' PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME �J lool?i4 VMZ-L - PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 ' USE OF STRUCTURE SIX Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home JSFG W 10.00 ea TYPE OF WORK Nev .Addition "Remodel❑ Utilities ❑ Instaalllation❑ Other ❑. Describe work: PO pe "� �% �`�5 T_ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main Service EA, ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty ur check one): p y of perjury I y ( ) ❑NON_R I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions -Code and my license is in full force and effect. License No. Classification. License ❑ I. as the owner, or my employees with wages as their sole compen- -sation, will do the work,and the structure is not intended or offered .,for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ! DWELLING OCCUP.6I\ OR ACDNS. 1 ACC. SLOGS. / 1/20sq it NEW EN".. TI -OUTLET ESIBRANCH CIRCUITS) 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 0@50t 20@50t 1LNS REA.) EX. OCCUp. OUTLETS FIXED P(RESI0.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury 11 (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject -to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ LContractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ -r AZ. I CUA -1 PARK SCHL FLD I CDF I PA 'PDr i H.D. ISSUE This permit is hereby issued unae[ the applicable provi- sions of the Butte County.Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date __ Receipt No. Z 39-54-13 Permit#782-91B ' (add porch/sf) f� 5WNER S MAILING A.DDRES 9427 Dillon Ct., Durham 95938 CONTRACTOR'S NAME ITELEPHOt JT OF PUBLIC*WORKS 5965 - Telephone: 916/538-7541 PERMIT PERMIT NO. af' z % BUILDING PERMIT SO. FT. I OCC. 1 BUILDING VALUATION 211 1 C 1 2.110.00 CONTRACTOR'S MAILING ADDRESS 3018 Clarence Ct., Chico 95926 FireDlace CONSTRUCTION LENDER 9427 llon'Ct.. Durham UNKNOWN Total Valuation 1$2,110.00 Filing Fee $ LENDER'S MAILING ADDRESS Perm;t Fce $ 38.50 ARCHITECT OR Lv ;I;aEER LICE`1SE PJ 0. Plan Che:,x:ng Fee $16.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS - Permit fee $ 64.75 PLUMBING PERMIT Filing Fee 10.00 9497 Dillon Ct.- Durham Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 13 SUBDIVISION NAME Durham Valley Estates PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W •,,,.�"`. ea TYPE OF WORK New ❑ Addition Remoce Describe work: Porch reru�re $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP 00V OR ORSLESS 10.00 Main service EA. ADD -L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessPOWER and Professions Code and my license is in full force and effect. License No. ��- G�4�] Classification. ,� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP"') OR ADoNS. ACC. BLDGS. I 1/4sgft NEW CONSTR. ULTI-OUTLET 12.50 ea .NON-RESID BRANCH CIRC ITS APPARATUS el SINGLE OUTLET CIR. / Ex. Occup( OUTLETS OR FIXTURES DA0 030 FIXED PR Ex. Occup. OUTLETS IRESIO 1EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. XI have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE Butte to enter upon the above-mentioned property for inspection purposes. TOTAL FEE $64.75 ; also agree to save, indemnify and keep harmless the County of Butte against HAL CUA PARK SCHL FLD E PAR PD HD. ISSUE "iabilities, judgments, costs, and expenses which may in any way accrue �e-1i Cou In consequence of the granting of this permit. ' , This permit is hereby issued unaer the applicable provi- u / Date �- Z I — sions of the Butte County. Code and/or resolutions to do Agent r_1work indicated above for which fees have been paid. Sig, Applicant — Owner El Contractor r An L nit is required For excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of rs over 3 stories in height. Receipt WAIT!-O.r• 83671 '4L _Ow_�59l540 R, P14!!•1Y3Pc CTO P, COLCE4 POC-AP�� ICA4T By PERMIT EXPIRES Date Date RESIDENTIAL 39-54-13 -jJ 385-91B,P,E,M- LISK, Delevan & Janet ` 9427 Dillon Ct, Durham ( new sf) CONTR : LARRY BANKS *2 _ -) Q _ c� JOB FINALE Signature .v=Ok �. O = Not OK = Not o Rot eadyable 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) i 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rig.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 -En closures- Pane Iboa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'J OK O = Not OK - Not Applicable Not Ready RESIDENTIAL (E = Date UNDERFLOOR (Plans) OK except #'s oning-Setbacks- Ease men ts-Flood-Slope tg., Main; Soils-Elec. Grnd&.-421' Ftg. Depth Q,Oftg., Garage; Soils-Steel-Elec. Gu(d.-/W' Ftg. Depth Ftg., Porches & Decks; Soils-Steel-,a/Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel %4- .V.; Fall -Fit ' g-T9er2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors Water Pipe; T Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date - Iptit( Card B-1 G,6 Date �{.�� C,(r Card B-1 GC Date 4-IG-r1t Card B-1 rC—; Date Card B-1 Date PLUMBING Permit OK except #'s a er Htr.; Vent -Access -Combustion Air -Baffle VWater Pipe; Test & Anchor -Nail Protection 1 .V.; Test -Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 29`Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Size & Anchors Date AA Card B-1 Date Card B-1 Date 41�ot� Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection fixtec. ReceptaclesSpacing-Lights & Switches at Doors Size Boxes & No. of Romex Installed Close to Edge of Studs & C.J. quip. Gr nd made up w/Mpc15. Fastners-Bow Ge '& Water W''2 Appliance Circuts in Kitchen & Conductor Size/GFI 2>f'Tu-bfeed Wire Size / / ga. Cu or AI-A.C. Wire Size 1(:�V ga. 25'Ffa?lge Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 3e Service -Riser Conductors & Ground -Main Disconnect 1. Equip. Clearances Panels-Motors-Mech. Equip. 2. Clothes Closet Light -Shower Light -Spa Light 3. Smoke Detector Date 'q- - Card B-1 Gg, Date Card B-1 Date Ol I Card B-1 biMr Date Card B-1 Date MECHANICAL (Permit) OK except #'s 07A.C. Ducts Insulation & Support � Vent Fan; Exhaust above insulation 3y,'Condensate Drain & Overflow; Size & Grade 3,'F6rnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date Card B-1_ Date Card B-1 Date u Card B-1 Date Card B -1 -- Date FRAMING (Plans) OK except #'s Sils, Proper Material & Anchors _ 48' Walls Studs -Nailing, Spacing & Bracing -Plates -Sound V. Bearing Walls over Girders & Floor Nailing 4x Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purliri=roof Bra c-Truss-Shthng. -Ring. . Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49J�Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5_0—'G'arage Fire Protection Framing 15-f Property Line Firewall & Openings 5 . xt. Doors -One T -Check Garage -3rd Story, 2 Exits 51r -Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5,4/plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ;'Glazing Area -Glass Protection -Skylights -Plastic 58-STMar Walls; Nailing -Bolts sul ' n-W�tfs- ewfig 6 nfilt ion- Is-Wi ows Date '7 -1 - t71 Card B-1 G_T G Date Card B-1 Date-9-1,_AJ Card B-1 rem Date Card B-1 Date FINAL (Plans) OK except #'s 64'Ext. Steps -Door & Sidelight Protection -Landings . Smoke Detector W.rFurnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 68'G.F.I. & Bath Fixtures & Tub Access -Spa WElec. Trim & Subpanel; Breaker Sizes & Labels 64 -Stairs & Rails Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. 7 . K' . ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance r�rElec. Outlets & Receptacles at Kit. Counter Z_! arage Fire Door; Swing -Landing -Closer 73%A.C. Duct in Garage -Damper 7 . Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 71e Plb., Elec. & Mech. Equip. Listed for Location 7 . Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 7e--%uard Rails & Deck Construction -Post Caps 79. n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ByFollowing instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes U No; Planters ❑ Yes ❑ No Stucco; B4n-Finish A.C. Unit; Disconnect c , Plumbing ,3: -Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84.-VnTer Well; Disconnect, Electrical, Plumbing 85lExterior Elec. Trim; G.F.I. Receptacle -Underground 8 , Ventilation Throughout House 8LeGlass Protection 8d("Co rre ct ions from Previous Inspections 8 as T,At-Meters Tagged; Gas -Electric 96. Water & Sewer Connected -C/O to Grade -HD Approval 1. Energy Compliance Certificate -Other Certificates Date [!L Card B-1 Date Card B-1 Date Card B-1 GGDate Card B-1 Date A Card B-1 C C, Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC -WORKS - 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541- 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OMER PERMIT NO. A roabme inspection indicates that the following violations of County Ordinance exist at The atrove-address and should be corrected. Please notify this office wlhen correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector :.l.l.a—✓� N COUNTY OF BUTTE r DEPARTMENT OF OF PUBLIC WORKS ' 196 Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately.. Date '7 - (- On Inspector zi i� Ei•II•'.RGY CT'R'.I.°'I:F1CA1.v:I:0N LOCATION A. P. NO. ---- - ROOT'.:.� Nate;-ial EXTERIOR WALL T Materia 1.__r,L(3ERGLASS Thickness (Irrclres)—_ 3�!2 CEILING -- Brand Thermal Resistance (R Value)___ Brand alise)`- Brand flame CERTA_ INTEED _ Thermal Resistance (R Value)i•_ Batt or. Blanket Type FIBERGLASS ,Brand Maine_ CERTAINTEE_D__ Thickness (Inches )_� O ilL - Thermal Resistance (R Value)3_O 3z Loose Fill Type FIBERG_LASS_. Brand Name CERTAINTEED _ � Minimum Thickness (Inclies)_i_ No. of Bags.Q . Weight/Baq_25 .lbs Area Co-vered (Sq. Ft. )_� 4� ___ Thermal Ree -stance- (R Value)�� _ FLOOR,ELEVATED Material._Fl:_BERGLASS_-_ Brand Name CERTAINTEEU _ Thickness Inches) FLOOR, SLAB Thermal Resistance (R Value-)--"- Material- Brand Name Thic)tness (Ix)ches) Thermal Resistance (R Value) FOUNDATION WAIJ., Material _ _ Brand Thickness (Inches) Thermal Resistance (R Value) I HEREBY CERTIFY TIiAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVIE.,BUILDING IN CONFORMANCE WITH THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. HAWKIN.S_.N.DU-ST.�tI.ES INC -_---_____— 379407 Firm Name/Owner State Contractor's License No. U 1_ Signature:.. yule I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACIIMFNTS HAVE BEEN INSTALLED AS REQUIRED', -BY THE STATE. OF CALIFORNIA ENERGY. REQUIREMENTS. Date Sa -;at re Gen. Contractor/Owner Date - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT 2,y,5-,P/ERMIT NO. / 2O 5/ / ASSESSOR PARCEL NUMBER 39-54-13 ZONING SR -1 BUILDING PERMIT OWNER TELEPHONE 345-6529 SQ. FT. OCC. BUILDING VALUATION 2,518 R 100 720.00 OWNER'S MAILING ADDRESS 1646 2 7702 M 10 808.00 CONTRACTOR'S NAM E TELEPHONE 4-52 309 C 3,090.00 CONTRALTO 'S MAILING ADDRESS 3018 Clarence Ct., Chico_ S 26 Fireplace I A 1,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 115 618.00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 473.00 ARCHITECT OR ENGINEER T. ICEN LSE NO. Plan Checking Fee $ 236.50 Energy Plan Checking Fee $ 15.00 ARCHITECT R ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 734.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 131 2.00 26.00 Solar or heat pump water heater 20.00 LOT NO. 13 SUBDIVISION NAME Durham Valley Estates PARCEL MAP //6-/ C5 Water piping 1 5.00 5.00 Each qas water heater or vent 1 5.00 5.00 USE OF STRUCTURE SFT Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 1 5.00 5.00 Mobile Home I S I G JW 10.00e TYPE OF WORK NewFN Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: 3 Bedroom Permit Fee $ 56.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100011 OR 0 AMP ORLESS1 10.00 10.00 Main service EA. ADO'L 100 AMP 1 2.50 2,50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, DIV. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. /DWELLING ACC. BLDGS. P.� OR ACDNS. occu) 1 21/2¢sgft $2,25 NEW CONSTR MULTI -OUTLET NON•RESID BRANCH CIRC ITS 2,50 ea (POWER APPARATUS e� SINGLE OUTLET CIR. Ex. Occu Occup(OUTLETS OR FIXTURES 20e50e eAL030 FIXED APPLNS- Ex. Occup. OUTLETS (RESID )RE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. 6Virin 9 15.00 Permit Fee $114.75 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. .[�' I shall not employ any person in any manner so as to become subject D4- to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 1 6.00 6.00 r Air Cooling g 1 11 . 00 11.00 Hood 1 3.00 3.00 Ventilation 2 3.00 6.00 permit Fee $ 36.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai st said County in onsequence of the granting of this permit. Ai d �_/ - , %� Date ! e of Applicant - OwnerR Contractor ❑ Agent ❑ SigQHrA An permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 o c 3 co ST TV e i� TOTAL FEE $971.25 HAZ cuA PARK SCHL FLD PAR Po Ho Issu Th's permit is nereby issued under sions of the Butte County Code and/or work indicated abov for which DI E R F PUBLIC _ By /\ PERMIT EXPIRES"Date- -� the applicable provi- resolutions to do fees have been paid. WORKS Date �2 2---7- Receipt No. $3355 S/ 36 �/ J : Cl WHITE-D.P.W.. YELLOW-ASBESS R. PINK -INSPECTOR. GOLDENROD -APPLICANT IT COUNTY OF BUTTE - DEPARZMENT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFOR�NII 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATIO; DATA SHEET G .—r Permit No. �. OWNER �TiL�I�%}/t/f /ya / .. L--1!52, A. Py No. Proposed Building Use �-/� Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation a einstructions . l 0. Fees of $ •........................ 11. Chico Urban Area fees paid .......................................` 1 ark ZP'4fees paid ................................................. _ ���� D School District fees paid .............. 5 14. Sanitation approval from H (�� Health Department — 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18 mprovements may be required. Contact Land Development Section DPW Driveway permit (construction approval required.prior to occupancy) I 64C) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21 ontractor's license information (No., Name Style, Classifications ... _c112. ertificate of Workmans Compensation Insurance .................. a 1 V24 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... . Recorded copy of Agricultural Acknowledgment Statement ......... -Z —ZZ/ 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. / Telephone and hold for pickup at office. Deliver w/inspector Other n �, Applicant - - Date r Copy of plans sent Health Dept., Fire Dep ., Other ,pate The following data must be submitted prior to permit issuance: (Circle new item not\,chec �d above). 1. Index permit for above items No. "� N \ 2. Additional items required: G(� o a r, design was•advlsed of above requir data by phone--nail—counter by-4F22date Contractor, designer, owner, was a 6 -required data by —phone _maII—counter by date Plans checked by Date Plans approved by _Date :2' 2 Z-9/ Sets of plans on hold in . File cabinet AP folder " Copy—DPW TO FROM: Buildina Department Environmental Health SUBJECT: Sanitation Clearance � 1 n owner Locati6n. Plan Approved for: Hold final for: Sewaae Disposal Water Supply Final.clearance O.K. for: Clearance for - bedroom mobile home. Other WOE'S * * * :u - Sanit rian Water Supply Water Supply Date . J TO: Building Department FROM: Encroachment Permit Section RE: 'Dij:veway Clearance owner location AP # Driveway permit Q/gp_ DCee-e eJ has been issued for the above property. ,La Z - ��---�� sign re date Re rn to DL'�r A� RICULTURAL STATEMENT OF ACKNOWLEDGEMENT. : T COMPARED WIThi ET.1 W� CONP0C ` -)RIG] NAL, DOCUMENT FOR RESIDENTIAL DEVELOPMENT NOTDO ©BIOIrJ,�,L, C i,IrEN� Section 26-8.1 of the Butte County Code •13lkTTE COUNTY RECORDER require. Lhi.s acknowledgement be recorded —--iT-.— prior to -issuance of a building permit 91-006454 All. Lhat r(1,11 property situar.e in the County of Butte, State of California, dc:acribed as follows: 125r3u.i s� Date: _,p• i¢ -q, State oJ' W!Forni&) County of SA[, ) PROPERTY OWNERS: On this the LL61L day of JRYwyaY SS. the undersigned Notary Public, person 190 LL, ly appeared Personal l y known to mL'. E] Proved to me on Lhe 1),r5 i s of satisfactory cvidc°nec.. to be the person(s) whose name(s) 1,15 ______, subscribed to the within instrument and acknowledged Lha, executed the same for the purposes the'rein contained. IN WITNI"NS WHEREOF, I hereunto set my hand and official. seal. OFFICIAL SEAL JANET E. TURNER a NOTARY PUBLIC - CALIFORNIA Present A.P. No. BUTTE MUNTY=�3 My comm. expires FEB 5, 1993'4EO 361- 5�'- 013 The pr.opert y described herein is adjacent,��,� 2 0 �9g1 to land o.r included within an area zoned -.q fur ilgricIIII ur. 11 purposes, and residents of Lh i s prulrc•r't y m:q he srh jecL Lo i neon- •13lkTTE COUNTY RECORDER veni.rnces ur discomfurt arising from Che u�:e uC agr i cul t..ural chemicals, including, buL n o L IimiIod t.o herbicides, pesticides, and fert.ili•rcrs; and from the pursuit of a�1,I'Jcultura1. uperaLions inc.l.uding, but not. limJI.ed to cul tivati.on, plowing, sprayjJig, prrrn:ing, and harvesting which occasional..l y generate dust, smoke, noise, and odor. ' Butte County has established ;i, --r• i c•u I- Lura:L zones which have as a priority use for productive agricultural purposes, and resideuls within said zones and on adjacent property should be prepared to accept such i ncolivel i enc e or discomfurL from normal, necessary farm operations. All. Lhat r(1,11 property situar.e in the County of Butte, State of California, dc:acribed as follows: 125r3u.i s� Date: _,p• i¢ -q, State oJ' W!Forni&) County of SA[, ) PROPERTY OWNERS: On this the LL61L day of JRYwyaY SS. the undersigned Notary Public, person 190 LL, ly appeared Personal l y known to mL'. E] Proved to me on Lhe 1),r5 i s of satisfactory cvidc°nec.. to be the person(s) whose name(s) 1,15 ______, subscribed to the within instrument and acknowledged Lha, executed the same for the purposes the'rein contained. IN WITNI"NS WHEREOF, I hereunto set my hand and official. seal. OFFICIAL SEAL JANET E. TURNER a NOTARY PUBLIC - CALIFORNIA Present A.P. No. BUTTE MUNTY=�3 My comm. expires FEB 5, 1993'4EO 361- 5�'- 013 .; 90-22169 Order No. 2-14849 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Lot 13, as shown on that certain Map entitled, "DURHAM VALLEY ESTATES", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 4, 1989, in Book 116 of Maps, at page(s 9, 10, 11 and 12. RESERVING THEREFROM a non-exclusive easement for ingress, egress, support and storm drain over, across and under Dillon Court, as shown on the above described Map. PARCEL II: A non-exclusive easement for ingress, egress, support and storm drain over. across and under Dillon Court and G. Warren Dr., as shown on that certain Map entitled, "DURHAM VALLEY ESTATES", which Map was recorded in the office of the Recorder of the County of Butte, State of California, on May 4, 1989, in Book 116 of Maps, at page(s) 9, 10, 11 and 12. PARCEL III: A 10 foot storm drain easement over Lots 2, 3, 16 and 18, as shown on that certain Map entitled, "DURHAM VALLEY ESTATES", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 4, 1989, in Book 116 of Maps, at page(s) 9, 10, 11 and 12. AD 90 12/90 i RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS .ITEMS TO LOOK OUT FOR �Prails • IldlSlgc ri ca and rein ��CSC4r�3TCc j 1�Ttli� (Sec. 3306). rE ee—FGhapter 3AB-. ;4;-*" Exterior plaster= weep screeds (Sec. 4706). �� roper roof pitch for roof convering (Chapter 32). 6� Roof covering type - (-f-rre-�razard� . a -'pro e on. . 36" halls and stairways. "o rr o r 1 .£tic access and ventilation (Sec. 3205). 1 Underfloor access and ventilation (Sec. 2516). 1& --Combustion air for fuel burning appliances - L.P.G. requirements. 11, rx r cefa ^_n _ r A 0 Energy design. 1,8—Flashing at all exterior openings.�R 74>1 .11da d ILIJ RESIDENTIAL PLAN CHECKING -GUIDE .12/90 (S.F., DUPLEX & MISC. ONLY) rte Bldg. Permit # OWNER A.P. # 3a— Plan Checker GENERAL • V1! Zoning requirements: (sideyards and number of permitted living units). „Valuation. 3,, Plans signed by designer. 4-'�' Proper description of work on application. �'.Cti nn^ -3 - -- (�6 Items on data sheet. ^(W C., fees, Health, Developer Fees, License law, etc). PLOT PLAN :5�,complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Flood hazard. FLOOR PLAN Complete to -'scale plan with dimensions. F� Required windows for light and ventilation (Sec. 1205). B'. Required windows for second exit (Sec. 1204). la.�' Skylights (Chapter 34 & Sec. 5207). 5___�/?-Iuman impact glass (Sec. 5406). 6/ Required room sizes, ceiling heights (Sec. 1207). 7 Is in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures., switches, receptacles, and exterior receptacles for main- tenance of mechanicala uipment. Locations of water eater, atin nd coo in equipment, other electrical or gas equipment. arage firewall, door size, and closer (Sec. 503(d)(3)). 310” exterior exit door (sec. 3304 M. ]GZ� ep Spoke detectowood ve location, alcoves, and clearance. 1 Sprs (Sec. 1210). 144! Plumbing fixtures, water.closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) !S: /Poundation plan complete enough to construct building. . 4✓. Floor construction details complete enough to construct building. 5/ E evations and wall construction details complete enough to construct building. Rif construction details complete enough to construct building. V fter ties or bearing ridge beam. rage door or porch header sizes. jQ-75 ud heights. • n. 1 b s requ n. 13.._Sge -�e�-r-e— BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM < (One Form per Building) A. P. Number 3g% - 5-`7 - 0 / j Building Department No. School District �r_)U S City U County. Jurisdiction Property Owner D EL, FVA Al J A 11C-, % L-% S tL< C' ":�{ Project Location/Address 97� % 7-) (�/l� C %- 11D0 19AM " Subdivision DURHAM VL_LG4 Lot Number Residential Development:. a Sq. Footage as -191 # of Living MHI Addition (Group R) Units Commercial/Industrial: a Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date a ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. /p11P�s -JLtit, .411 u/2,1� School District certifies that Applicant Name 1-11a in.4., rices Street Address) all -L 4 " (City) has complied with by the payment of s—.4) 9 Phone Number) (State) ( Zi,p. Code ) the requirements of Resolution -No. • fi� l $ 3Jew 6 d;� representing 441s/or-squard'feet. ool District Representative PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH y -,.-s"-�/ Date white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) s COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965- Telephone: 916/538-7541 APPLICATION AND PERMIT A S R PARCEL NUMBER ZONI G BUILDING PERMIT OWNER 11Sk- Iroe va •�1Y�`� TELEPHONE 3�5-(�ZG S0. FT. OCC. BUILDING VALUATION OWNER'S MAILINGADDRGESS r� Q CONTTOR'S NAME I- TELEPHONE S-ld�L ' Fireplace CONTRACT 'S MAILING ADDRESS 3D6 COvrierflct 1(.0 CjCj Z CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS ` Filing Fee $ 10.00 Permit Fee $ ARCHITYcT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT R ENGINEER'S MAILING ADDRESS 3DI� C\DreM-0— Clc- C GLS�J11Z(0 Penalty $ BUILDING ADDRESS l ,t G� C�E� Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap A2.00 0 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME j�4 PARCEL MAP V r 1 Water piping 5.00 0 Each qas water heater or vent 5.00 O USE OF STRUCTURE SF4 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 O Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New . Addition ❑ Remooddel ❑ Utiillittiies ❑ Installation❑ Other ❑ Describe work: L? /V/ Permit Fee $ Q Contractor ELECTRICAL PERMIT Filing Fee 10.00 Mai n. Service 10000 AMP ORV OR LESS10.00 /0,00 Main service EA. ADD'L 100 AMP 2.50 ,� CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 Of the BUSIneSS and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.8d OR ADDNS. (ACC. BLDGS. , 2/z¢sq ft pC NEW CONSTR ULTI.OUTLET N .N.RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS tri (SINGLE OUTLET CIR, Ex. OCcup(OUTLETS OR FIXTURES e200A 0 Ex. Occup. OUTLETS (RESID )FIXED APPLNS. REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I Contractor ' MECHANICAL PERMIT Filing Fee 10.00 Heating ,reg Coolin g , Hood 3.00 r Ventilation Permit Fee $ r 0 Contractor (,.Certify that I have read this application and state that the above information Is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ r occ CONST TYPE TOTAL FEES p2 HAZ I CUA PARK SCHL FLD I PAR [P6 HO ssue Th;s permit is nereov issuea under sions of the Butte C&unty Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By the applicable provi- i resolutions to do j have been paid. WORKS Date Receipt No. Up C;7 (C LONGFELLOW LUMBER CO. INC. Quality Truss Design 9 Roof & Floor Systems 89 Loren Avenue 9 Chico, CA 95928-7434 Phone (530) 893-0112 * (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com nate compietea - - -7j/6/06- --- -- --, DUPLICATE APPROVED PLAN DOCUMENTS Owner M C CRAdfBP# 05' Zffi APN 03q VYa - 03 Customer: BYRON McLAUGHLIN Address; 9427 DILLON CT. DURHAM AP#: C -20E (Rev. 3/03) Job No: McCRADY POOL HOUSE A40re-4pi Jfre-v ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 s. LONGFELLow LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue @ Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 Cn M E -Mail: trusses@longfellowlumber.com M crr � N O O tJl Customer. BYRON McLAUGHLIN Address: C CA r C r7 °� O AP#=, Ci -G C!20E (Rev. 3/03) 9427 DILLON CT. DURHAM Job No: McCRADY POOL HODS ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 1 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 ®3s `o8ddV r, r X May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with l Od nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. 0 QRpFESSlp pONG 2� NO.0049919 EXP -30-04 Redongd Director of AgF 86 Western Operations RY/ek SHAPED BLOCK COMMON TRUSSES CROSS BLOCK SECTION C -C C RIDGE HSHAPED BLOCK IP .RAFTERS I I CROSS BLOCK PLAN VIEW L"C ALTERNATE DETAIL: WHEN HIP RAFTERS DO NOT MEET @ COMMON TRUSS. SuPr�s i�Ir,Eb 6( arFl�rs) O 5� 7 �° o,E• (�,nrrol! tHIP TOPCHORD JACK EXTENSION ND JACK C C:03 SETBACK vCOKN TRUSSESRUSSES -U z m SECTION B -B Q C) onvo 0 .�� WD -2359 CALIFORNIA HIP (� (/) YITek Industdon, Inc. 6-20-91 REv, 7/1o/9 Z 0 -� I z 1 ' 1.107"E: SEE EN61N6ER1A16 For RAFTER, TAck ANOTRUSS DESIGNS, LATERAL 5TA811-ITV OF ROOF SySTEAl TO rE PROvioro ray PROTEGr pf5l6uER, TOP CHORD BRACING PER ENGINEERING SPECIFICATIONS. r9 1A '�,(Gf70>��O LPI2.al17C►J Y�( �tc�) � ¢p'r O.0 . �a16pC. ) 1TOP CHORD JACK -EXTENSIONS HIP /2• M--�7 e SECTION A-4 p{zre M -y. ) Fi12y,ck5 £s pAfrags 'POUT CK PAGE 1 OF -NoTC A T LATERA!. BRACE hrT-A L_.. I s _VI6h F?>Z RE PLA60C cJN i . 6iLACUS AT y2 or_ AT il= Al ft; TRU!;5F5 fig' 2.�4" 10J.oliloc. �--IOD O b.. O.G. TTP. 2 SOWS / 0. •-27�� RAGE: RAGE WITS WEt> (2xb. HAA. 1I L S r,9 b" t2�PlAGll�q :. K ftp Gly Oft NOTE -.y'L pol►�iSP�O�LY=�It�Ts 6t2�. E�RAOR HUST D0 -V4E: LeH6T4I OP TV- W�-t>.. . . TNrS VRTAIL l5 TO t,E IJIDW A5 AN ALT. POR OHr: &ONTINUOUS LATERAL RAGE. L..f�-T�R�L 1�7 ;2- (!�� P -"f-IL TRUSE;�✓ �� - NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB (TYP). MAR 2 7 2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)' RESTRAINT RERUIREI2 AT EA(, - ENV OF ZPFRAGt; AHV AT 20'-0" INTERNALS. REPER TO Wt> -L11 SUHHARY 5�4El;T FOR F- ;GOHHENPATIONE OP T14E TRU55 FLATS INSTUTE E511?AIar tyrAT D:/FF- MV I3YTERMI qE- cr P 14-rt;IQPHR �_An .6K 1�7 6CEffia m4p"W61 IREV Q 1 13 19c MITEk " T'rE <,i.?>'I_IY " ,,f /.%Y 'P_EFJ- c -C -ri /Z 3 a 2)(4 AZ�U, 5 _�. �u>> —� iQev, l t/241an 11�,1 _ j''� Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' 'Center plate on joint unless x, y Damage or Personal Injury offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. x/16" 2. Never exceed the design loading shown and never 1 2 3 TOP CHORDS c1-2 c2-3 4 stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and WEBS sae oLc,-. all other interested parties. 0 'For 4 x 2 orientation, locate ���, O4. Cut members to bear tightly against each other. plates 0 -'ad' from outside a O a5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint co- cs c_J 0 locations are regulated by ANSI/TPII. BOTTOM CHORDS 'This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. ' Plate location details available In Mrrek 20/20 7. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT• use with fire retardant or preservative treated lumber. The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the 4 x 4 perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension is the length parallel camber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at :BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, ' r ,I Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but reaction section indicates joint 14. Connections not shown are the responsibility of others. -- o number where bearings occur. ,� 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. �Iridustry Standards: MiTek® 16. Install and load vertically unless indicated otherwise. (ANSI/TPII: National Design Specification for Metal J Plate Connected Wood Truss Construction. L� DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 p 2004 MiTek® V O fussjCA1S.1Py- 2-0-0 y DEFL POOL HOUSE MCCR0527 Al 1 1 816690150 TC 0.55 Vert(LL) -0.13 12 >999 240 liana) 5$12 510.15 9-10-4 I 14-1-12 18-1-1 4. i 24-0-0 25-4-0 1-40 5-6-12 0-4.3 3-11-5 4-3.8 3-11-5 0-4-3 5-6-12 1-4-0 Scale = 1:44.7 4x6 i 3x4 = 3x8 = 4x6 3x4 = 3x4 = 4x6 = 1.5x4 11 3x4 = 5-8-12 9-10-4 141-12 18-5-0 240-0 5-6-12 43-8 43-8 43-8 5.6.12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.13 12 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.27 10-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.09 7 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 105 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 3-5-8 oc pudins, except BOT CHORD 2 X 4 -DF No.18Btr G 2-0-0 oc purlins (3-3-2 max.): 3-6. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1550/0-3-8,7=155010-3-8 Max Horz2=18(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=2851/0, 3-4=2524/0, 4-14=3371/0, 5-14=3371/0, 5-6=2524/0, 6-7=2851/0, 7-8=0/15 BOT CHORD 2-13=0/2560, 13-15=0/3371, 12-15=0/3371, 11-12=0/3371, 10-11=0/3371, 10.16=0/3371, 9-16=0/3371, 7-9=0/2560 WEBS 3-13=0(763, 4-13=1042/0, 4-12=0/281, 5-12=39/39, 5-10=0/281, 5-9=1042/0, 6-9=0/763 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries hip end with 6-0-0 end setback. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 Ib down and 3 Ib up at 18-3-8, and 234 Ib down and 3 lb up at 5-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=52, 3-6=100, 6-8=52, 2-7=27(F=13) Concentrated Loads (lb) Vert 3=234 6=234 OQ?,OF ESS/ONS Q-�OON C 2 UJ W x%/49919 X BUTTE C01)IC i * E /30/06 * B U I .-D'Z'r s .', f EOFCAOI �,� I'i � t ► � 11 V t�:'� May 31,2005 A WARNING - Ver(N design parameters and READ NOTES ON TWS AND INCLUDED LDTP.R REVERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane • Design valid for use only with Mi7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilfiy of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Crftedo, DSB-89 and BCSII Bullding Component m Safety Information available from Truss Plate Institute, 5113 D'Onofdo Drive. Madison, WI 53719. ■"Tek Job russ Truss Type Qty Ply POOL HOUSE MCCRO527 A2 CAL HIP 1 1 876690151 I 1.25 TC 0.82 Vert(LL) -0.07 6-8 Job Reference (optional) g,. ow Lumber Co., Inc., Chico, Ca. 95928-7434 6.200 is Apr 28 2005 MiTek Industries, Inc. Fri May 27 14:12:17 2005 Page 1 a -1-4-0 , 7-6.12_ 7.1015 12-0.0 16-1-1 16- 24-0-0 F 2L-0-0-! 1-4.0 7-6.12 0.4-3 4.1-1 4-1-1 0-4-3 7-6-12 1-4-0 Scale = 1:44.7 4x4,5 - 3x8 = 4x4 1 - — e Jxb — 3x4 = 5x6 = 3x4 = 7-&12 12.0-0 18-5-4 24-0.0 7-6-12 4.5.4 4-54 7-8.12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.82 Vert(LL) -0.07 6-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.13 6-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 101 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 3-8-8 oc purlins, except BOT CHORD 2 X 4'DF No.1&Btr G 2-0-0 oc purlins (5-5-7 max.): 3-5. WEBS 2 X 4.13F Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=993/0-3-8, 6=993/0-3-8 Max H=2=24(load case 3) Max Uplifl2=19(load case 5), 6=19(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=1509/7, 3-4=1343/39, 4-5=1343/39, 5-6=1509f7, 6-7=0/15 BOT CHORD 2-10=0/1353.9-10=0/1557.8-9=0/1557,6-8=0/1353 WEBS 3-10=24/334, 4-10=339/14, 4-9=11/151, 4-8=339/14, 5-8=24/334 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder ca es tie-in spans of 2-0 0 from front girder and 4-0-0 from back girder. 7) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 Ib down and 1 Ib up at 16-3-8, 78 Ib down and 1 Ib up at 7-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=52, 5-7=52, 2-6=14 Concentrated Loads (lb) Vert 3=78 5=78 Continued on page 2 BUTTE COUNTY BUILDING DIVIS310 APPROVED May 31,2005 ® WARNING • Ver (& design p mcbms, and READ NOTES ON TMS AND JNC.LDDED DOTES REPERENC8 pAGE LU 7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with Welt connectors. This design is based only upon parameters shown, and is fa an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is fa lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M Tekm Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Job Truss y y816690151MCCR0527 A2 j7Cus.s,',y-pe 1 1 tional ' I' LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 3=52 -to -4=78, 4=78-110-5=52 I 1 BUTTE COUNTY BUILDING DIVISION A WARNING - Ver(Ay design pa hri s and READ NOTES ON THIS AND D9CLODEO dr17'EE P"PRENCS PACE MIF 7473 BEFORE Uao' Design valid for use only with MrTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicabifity of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibii6ty of the erector. Additional permanent bracing of the overall structure is the responsibiliy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPI1 Qualify Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 5113 D'Onofrio Drive, Mad -eon. W153719. - 7777 Greenback Lane • Suite 109 Citrus Heights, CA, 95610 MMek� Job Truss CSI fy MY POOL HOUSE MCCR0527 A3 7,,,uspe 8 1 816690152 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.19 8-10 >999 180 Job Reference (optional) -1-4-0 6.3.4 12-0-0 17-8-12 24-0.0 254-0 1-40 8-3-4 5.8.12 5-8-12 B-3-4 1-40 Scale = 1:45.3 04 = 4 3x4 = 3x4 = 3x4 = B-2-2 7-7-11 8-2.2 I$ LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.10 8-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.19 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 101 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 5-9-5 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4'DF Std G REACTIONS (Ib/size) 6=858/0-5-10, 2=858/0-5-10 Max Horz2=37(load rase 3) Max Uplif16=18(load case 5), 2=18(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=112115/0,3-4=1053/50.4-5=11 053/50, 5-6=1215/0, 6-7=0/15 BOT CHORD 2-10=0/1075, 9-10=0/739, 8-9=0!739, 6-8=0/1075 WEBS 3-10=254/13, 4-10=35/399, 4-8=35/399, 5-8=254/13 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q�LOFESS/pN 0 YG l �ti C y LU 9919 rn P BUTTE COUNTY E /30/06 BUILDING DIVISION s APPROVED 0 (W -VF May 31,2005 ® WARNING - Verft design parameters and READ NOTES ON TWS AND INCLUDED MT= REFERENCE PAGE dM 7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MTek connectors. This design is based only upon parameters shown. and is for on individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality conboL storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBedo, DSR -89 and BCSII Bunding Component \ e �ekm Safety Information available from Truss Plate Institute, 583 O'Onohio Drive. Madison, WI 53719. i Job Truss 14-2-1 Qty Ply POOL HOUSE MCCRO527 A4 STUDIO VAULT 7 1 816690153 Lanafellnwlumherrn III 17.ir.. r 656911_]A4A LOADING (psf) SPACING 2-0-0 Job Reference (optional) 31 6.200 s Apr 26 200 Mn ex inaustnes, Inc. Fri May 27 14:12:18 2005 Pagel -1.4-0 6-1-4 12-0-0 15-7-7 1 19-2.15 24-0-0 25-4-0 1-4-0 6-1-4 5.10-12 3-7-7 3-7-7 4-9-1 1-4-0 Scale = 1:45.6 4x6 = 3x6 = 1.5x4 11 6.1-4 11-11-8 14-2-1 18-8-4 24.0-0 6-1-4 5-10.4 2-2-9 4-42 5-5-12 Plate Offsets (X,Y): [4:0-2-120-1-01 [5:0-1-120-2-01 [11:0-6-0.0-2-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deo Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.22 10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.46 10 >621 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.36 7 n/a n/a BCDL 7.0 Code UBC97/ANSl95 (Simplified) Weight 116 lb LUMBER BRACING TOP CHORD 2 X 4`DF No.18Btr G TOP CHORD Sheathed or 3-3-11 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G 'Except* BOT CHORD Rigid ceiling directly applied or 9-10-0 oc bracing. 4-122X4 DFStd G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=859/0-3-8, 7=859/0-3-8 Max 1-1orz2=37(load case 3) Max Uplif12=17(load case 5), 7=17(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=1272/2, 3-4=2525/0, 4-5=2776/0, 5-0=3407/0, 6-7=3554/0, 7-8=0/14 BOT CHORD 2-13=0/1129, 12-13=33/0, 11-12=7/97, 4-11=0/1860, 10-11=0/2373, 9-10=0/2911, 7-9=0/3304 WEBS 3-13=720/0, 4-10=99/451, 5-10=335/34.5-9=83/412.6-9=122/16,11-13=0/1385.3-11=0/1114 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard SU I+ 4 COUZTY DMSION Ak y?ROVED Q9�pF ESS/ON ONG YG l F2 Z M x9919 r OF CALI� May 31,2005 A WARNING - Ver (& design yasnmeters yId READ NOTES ON MUS AND INCLUDED WTEB REFERENCE PAGE MIT 7473 BEFORE OSE. 7777 Greenback Lane m Design valid for use only with M-rek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1711 Quality CrIferta, DSB-89 and ECSII Building Component .q.. Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive. Madison, WI 53719. M.lbkm J Job fuss Truss Type Qty PlyPOOL HOUSE DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.53 816690154 MCCR0527 81 SCISSORS 6 1 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.12 4 n/a n/a Job Reference (optional) 1-4-0 7-0-0 4x4 = 3 ....,.,.. — ..". o,. - . „ er ., ... o <vv, age r 7-0-0 1-4-0 Scale = 1:27.5 7-0-0 7-0.0 Plate Offsets (X,Y): [2:0-0-8,0-1-8],[4:0-0-8.0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.08 2-6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.16 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.12 4 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 47 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 4-10-5 oc puffins. BOT CHORD 2 X 4.DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=529/0-3-8,4=529/0-3-8 Max Horz2=23(load case 4) Max Uplift2=17(load case 5), 4=-17(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14,2-3=1344/0,34=1350/0,4-5= 0/14 BOT CHORD 2-6=0/1256.4-6=011261 WEBS 3-6=0/891 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing atjoint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOADCASE(S) Standard OQ�OFESS/�jV� CO Z 9919 X BUT`T� C� UQTY * E /30!06 UU���'�L OFCAOF�� --- May 31,2005 A WARNING - Ver(/y design Parameters and READ NOTES ON TSIS AND IMMUDED dln7'EE REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane • Design valid for use only wish M7ek connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of deign paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for bteral support of individual web members only. Additional temporary bracing to insure stab8rty during construction is the responsbillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage; delivery, erection and bracing. consult ANSI/TPII Quality CrlteAa, OSB -89 and BCS11 Building Component dD Sctely, Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. M1,ek Job russ ype ry y POOLHOUSE MCCR0527 B2 7,us.s, P 2 1 817157341 Loearell—Wmh-Cn Inn chile c. oso�a_vn¢n TCDL 10.0 Lumber Increase 1.25 Job Reference o banal 6.200 s Apr 28 2005 MTek Industries, Inc. Thu Jun 30 11:13:02 2005 Page 1 -1-4-0 5-612 10. 5 8-1.1 5 14-0.0 15.4-0 1-4-0 5-612 0.4-3 2.2-2 0.4-3 5.612 1-4-0 Scale = 1:27.9 4x8 = 04 1.5x4 II 3x4 = "sO — 5-612 65-4 14-0.0 5.612 2-10.8 5-612 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.04 2-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.07 2-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.02 5 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 57 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 5-1-12 oc puriins, except BOT CHORD 2 X 4 DF No.1 &Btr G 2-0-0 oc purlins (5-9-12 max.): 3-4. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=915/0-3-8, 5=915/0-3-8 Max Horz 2=-1 8(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=1407/0, 3-9=1257/0, 4-9=1257/0, 4-5=1407/0, 5-6=0/15 BOT CHORD 2-8=0/1263, 8-10=0/1257, 10.11=0/1257, 11-12=0/1257, 7-12=0/1257, 5-7=0/1263 WEBS 3-8=0/272, 3-7=51/51, 4-7=0/272 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries hip end with 6-0-0 end setback. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 Ib down and 10 Ib up at 8-3-8, and 234 Ib down and 10 Ib up at 5-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=52, 3-4=100, 4-6=52, 2-5=27(F=13) Concentrated Loads (lb) Vert 3=234 4=234 OQ\-,�OF ESAZ' OON S/pN9 1, Z X 9919 M BUTT-:- COUNTY tz /AL JU,U6 VISIOA' A.4- D; :OVED - July 1,2005 A WARNING - V-% design parameters and READ NOTES ON THIS AND I19CWDED AUTEE REFERENCE PAGE MU.7473 BEFORE OSE- 7777 Greenback Lane m Design valid for use only with Wait connectors. This design is based only upon parameters shown. and is for an individual building component. Suite 109 Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 4 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilfity, of the erector. Additional permanent bracing of the overall structure is the responsibilily of the building designer. For generol guidance regarding ■�■ek fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/71`11 Quality CrOeda, DSB-89 and BCSII Building Component M g B Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Modison, WI 53719. O NSSIMUSS ype DEFL y POOL HOUSE MCCR0527 C1 KINGPOST 1 1 817157342 Loncifellow Lumber Co.. Inc.. Chico Ca 95978.7434 1-5 >999 _ Job Reference o tional __ 3 s Apr 28 2005 MrTek Industries, Inc. Thu Jun 30 11:13:02 2005 Page 1 6-2-0 12-4-0 13.8-0 6-2-0 6-2-0 1.4-0 4x4 = Scale: 12"=1' 110 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.05 1-5 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.59 - Vert(TL) -0.09 1-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.01 3 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 42 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &BtrG BOT CHORD 2 X 4 DF No.1 &BtrG WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=728/0-3-8.3=805/0-3-8 Max Horz 1 =-37(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1062/0, 2-3=1062/0, 3-4=0/15 BOT CHORD 1-5=0/943, 3-5=0/943 WEBS 2-5=0/403 BRACING TOP CHORD Sheathed or 5-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Girder carries hip end with 6-2-0 end setback. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 499 Ib down and 20 Ib up at 6-2-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=28(1`=14),1-2=52,24=52 Concentrated Loads (Ib) Vert 2=499 " BUTTE COUNTY BUILDING DIVISION L_ APAPROVED ® WARNING - Ver(/y design par9rneters and READ NOTES ON THIS AND D9CWDED 111T7'EE REFERENCE PAGE hW-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon paromelers shown, and is for on individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construc lion is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qual ly controt storage. delivery. erection and bracing, consult ANSI/TPil Quality Criteria, OSB49 and BCSII Bulding Component Safely Information available from Tens Plate Institute. 583 D'Onofrio Drive. Madison, W153719. OQ?,pFESS/pN9 OONC, YG �Fti 2 W_ 69919 T ate_ • , M.0 OF CAL July 1,2005 7777 Greenback Lane Suite log Citrus Heights, CA, 95610mmi Miekm Job rus Truss Type ryPly POOL HOUSE MCCR0527 C2 KINGPOST 2 1 817157343 Longfellow lumber Co., Inc., Chico, Ca. 95928-7434 Job Reference o li 6.200 s Apr 28 2005 MiTek Industries, Inc. Thu Jun 30 11:13:03 2005 Page 1 i 6.2-0 12-4-0 138-0 6-2-0 6.2-0 1-4-0 4x4 = Scale: 1/2"=1' 1$ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.03 1-5 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.05 1-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 3 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 42 Ib LUMBER TOP CHORD 2 X 4 DF NO.I &BtrG BOT CHORD 2 X 4 DF No.1 &BtrG WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=397/0-3-8.3=474/0-3-8 Max Horz 1 =-37(load case 3) Max Upliftl=l(load case 5), 3=17(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=432/1, 2-3=-432/1, 3-4=0/15 BOT CHORD 1-5=0/383,3-5=0/383 WEBS 2-5=15/205 BRACING TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® WARMWO - Ver(fy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU_7473 BEFORE USF- Design SE. Dei n valid for use e only with kNTek connectors. This design is hosed only upon parameters shown. and is for an individual building component. Applicabil ly of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilliy of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute. 583 UCinofrio Drive. Madison, WI 53719. July 1,2005 7777 Greenback Lane �Ib Suite 109 Citrus Heights, CA, 95610 MTekm er ech July 5, 2005 VerticalTechnolo Engineering 383 Rb LrdD Aye #2W, Chm, G% 95926 PK (530) 899•$716 Fac (530) 899-1102 RE: McCrady Pool House, 9427 Dillon Court, Durham, CA To Whom it May Concern: fir. r 11 2005 I have reviewed the truss calculations by Longfellow Lumber Co. dated 5-31-05 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Since l (/Mike Hubley S.E. , 0 BU c "- U N Y A 'r OVIt - "t A SEP 15 2005 WILLDAN MARYSVILLE OFFICE TABLE OF CONTENTS TOC Project Title.. ...... Mike McCra Date..06/09/05 07:40:25 Pro"ect Add 94 ******* � ress........ a. o�,'�i Du *v6.01* Documentation Author... Wa e Da11 ******* Dai ey Eil phteZ005 P.0 Box 5771 Oro ille 534 9 Climate Zone.... 11 Building Permit # 1 Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICR6PAS6 v6.01 File -0501 B Wth-CTZllS92 Program -TOC User#-MP2174 User -Dailey Enterprises Run -Second Run TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 � 77�1r SION RECEIVED SEP 15 2005 RYSVIL E M OFFICE CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Mike McCrady Date..06/09/05 07:40:25 Project Address 9427 D'lln C t ******* Building Permit # Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. •. Durham, CAour *v6.01* Documentation Author... Wayne Dailey ******* Dailey Enterprises P.O. Box 5771 Oroville, CA 95966 534-9401 Climate Zone........... 11 MICROPAS6 v6.01 File -0501_B Wth-CTZllS92 Program -FORM CF -1R User#-MP2174 User -Dailey Enterprises Run -Second Run GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2592 sf Single Family Detached New Front Facing 325 deg (NW) 1 2 Slab On Grade 13.2 % of floor area 0.58 Btu/hr-sf-F 0.65 9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-19 R-0 R-19 0.063 SlabEdge None R-0 R-0 F2=0.760 SlabEdge None R-0 R-0 F2=0.510 Roof Wood R-11 R-27 R-38 0.025 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (NW) 15.0 0.600 0.650 Standard Standard Yes Window Front (NW) 15.0/ 0.600 0.650 Standard Standard Yes Door Left (NE) 34.0...10.5 . 50 0.650 Standard Standard Yes Door Back (S) 20.0`0.550 0.650 Standard Standard Yes Window Back (S) 11, 7.0 0.570 0.670 Standard Standard Yes. Window Back (S) 9.0 .600 0.650 Standard Standard Yes Window Front (NW) 12.0 0.600 0.650 Standard Standard Yes Door Front (NW) 40.0 0.550 0.650 Standard Standard Yes Window Front (NW) 12.00.600 0.650 Standard Standard Yes Window Back (SE) 15.0 0.600 0.650 Standard Standard 'Yes Window Back (SE) 15.0 0.600 0.650 Standard Standard Yes Window Right (SW) 4.0 0.600 0.650 Standard Standard Yes Window Right (SW) 10.0 0.570 0.670 Standard Standard Yes Window Right (SW) 15.0 0.600 0.650 Standard Standard Yes Window Right (SW) 15.0 0.600 0.650 Standard Standard Yes Window Front (NW) 12.0 0.600 0.650 Standard Standard Yes �y Z x.06 n 14 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Mike McCrady Date..06/09/05 07:40:25 MICROPAS6 v6..01 File -0501_B Wth-CTZllS92 Program -FORM CF -1R User#-MP2174 User -Dailey Enterprises Run -Second Run FENESTRATION WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a REMARKS Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (NW) 12.0 0.600 0.650 Standard Standard Yes Window Left (NE) 16.0 0.600 0.650 Standard Standard Yes Window Back (S) 16.0 0.600 0.650 Standard Standard Yes Window Back (SE) 12.0 0.600 0.650 Standard Standard Yes Window Right (SW) 4.0 0.600 0.650 Standard Standard Yes Window Right (SW) 16.0 0.600 0.650 Standard Standard Yes Window Right (SW) 16.0 0.600 0.650 Standard Standard Yes SLAB SURFACES. Area Slab Type (sf) Standard Slab 1622 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.780 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic 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 Storage Gas Standard 1 0.60 50 R- n/a REMARKS r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Mike McCrady Date..06/09/05 07:40:25 MICROPAS6 v6.01 File -0501_B Wth-CT M S92 Program -FORM CF -1R User#-MP2174 User -Dailey Enterprises Run -Second Run 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 DOCUMENTATION AUTHOR Name.... MIke McCrady Name.... Wayne Dailey Company. Owner Company. Dailey Enterprises Address. 9427 Dillon Court Address. P.O. gox 5771 Durham, CA Oroville, CA 95966 Phone... (530) 321-3726 Phone... 534-9401 License. Signed.. •�Z•�SSigned.. b lo� (date) date ` ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) V MANDATARY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Mike McCrady Date..06/09/05 07:40:25 Project Address........ Documentation Author... Climate Zone........... Compliance Method...... 9427 Dillon Court Durham, CA Wayne Dailey Dailey Enterprises P.O. Box 5771 Oroville, CA 95966 534-9401 11 MICROPAS6 v6.01 for ******* *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0501 B Wth-CTZ11S92 Program -FORM MF -1R User4-MP2174 User -Dailey Enterprises Run -Second Run 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 -factor in metal frame walls (does not apply• to exterior mass walls). Design- Enforce- er ment YES *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): 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 insulation 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 -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): 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. la_r; W /A AES - o/A 0 ;ES -0_1A_ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Mike McCrady Date..06/09/05 07:40:25 MICROPAS6 v6.01 File -0501_B Wth-CTZ11S92 Program -FORM MF -1R User#-MP2174 User -Dailey Enterprises Run -Second Run 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. Yes 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. YES 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, 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. YEy *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in 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. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not"be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. .(EZ 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. EZ 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning 4 i MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... Mike McCrady Date -.06/09/05 07:40:25 MICROPAS6 v6.01 File -0501_B Wth-CTZ11S92 Program -FORM MF -1R User#-MP2174 User -Dailey Enterprises Run -Second Run pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). yEc LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er dent 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. tS 150(k)2: Rooms with a shower or bathtub must have either 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. �Ec� COMPUTER METHOD SUMMARY Page 7 C -2R project Title........... Mike McCrady Date.. 06/09/05 07:40:25 Project Address 9427 D'i ll n C t ******* � ........ oour Durham, CA *v6.01* Documentation Author... Wayne Dailey ******* Dailey Enterprises P.O. Box 5771 Oroville, CA 95966 534-9401 Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0501_B Wth-CTZ11S92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run -Second Run MICROPAS6 ENERGY USE SUMMARY IIEnergy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin IISpace Heating.......... 17.62 15.33 2.29 Space Cooling.......... 9.17 11.95 -2.78 (� II Water Heating.......... 10.99 9.68 1. Total 37.78 36.96 0.82 Building complies with Computer Performance *** Zone Type HOUSE Residence 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 -factor... Average Glazing SHGC....... Average Ceiling Height..... 2592 sf Single Family Detached New Front Facing 325 deg (NW) 1 2 ReducedYear Slab On Grade 1 23200 cf 1622 sf 13.2 % of floor area 0.58 Btu/hr-sf-F 0.65 9 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 2592 23200 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No m COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Mike McCrady Date..06/09/05 07:40:25 Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 8 Roof MICROPAS6 v6.01 File -0501 B Wth-CTZllS92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run -Second Run OPAQUE SURFACES Area U- Insul Act Window Solar , Form 3 Location/ (sf) factor R-val Azm Tilt Gains Reference Comments 765 0.063 19 325 90 Yes W.19.2X6.16 234 0.063 19 190 90 Yes W.19.2X6.16 837 0.063 19 55 90 Yes W.19.2X6.16 792 0.063 19 145 90 Yes W.19.2X6.16 48 0.063 19 235 90 Yes W.19.2X6.16 1950 0.025 38 325 90 Yes R.38.2X4.24 Surface HOUSE 6 SlabEdge 7 S1abEdge Orientation PERIMETER LOSSES Length F2 In$ul Solar (ft) Factor R-val Gains Location/Comments 81 0.760 R-0 No 99 0.510 R-0 No HOUSE 0.600 0.650 1 Window Front (NW) 2 Window Front (NW) 3 Door Left (NE) 4 Door Back (S) 5 Window Back (S) 6 Window Back (S) 7 Window Front (NW) 8 Door Front (NW) 9 Window Front (NW) 10 Window Back (SE) 11 Window Back (SE) 12 Window Right (SW) 13 Window Right (SW) 14 Window Right (SW) 15 Window Right (SW) 16 Window Front (NW) 17 Window Front (NW) 18 Window Left (NE) 19 Window Back (S) 20 Window Back (SE) 21 Window Right (SW) 22 Window Right (SW) 23 Window Right (SW) FENESTRATION SURFACES Area U- Act Exterior Shade (sf) factor SHGC Azm Tilt Type/SHGC 15.0 0.600 0.650 325 90 15.0 0.600 0.650 325 90 34.0 0.550 0.650 55 90 20.0 0.550 0.650 190 90 7.0 0.570 0.670 190 90 9.0 0.600 0.650 190 90 12.0 0.600 0.650 325 90 40.0 0.550 0.650 325 90 12.0 0.600 0.650 325 90 15.0 0.600 0.650 145 90 15.0 0.600 0.650 145 90 4.0 0.600 0.650 235 90 10.0 0.570 0.670 235 90 15.0 0.600 0.650 235 90 15.0 0.600 0.650 235 90 12.0 0.600 0.650 325 90 12.0 0.600 0.650 325 90 16.0 0.600 0.650 55 90 16.0 0.600 0.650 190 90 12.0 0.600 0.650 145 90 4.0 0.600 0.650 235 9.0 16.0 0.600 0.650 235 90 16.0 0.600 0.650 235 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 Interior Shade Type/SHGC 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.......... Mike McCrady Date..06/09/05 07:40:25 MICROPAS6 v6.01 File -0501_B Wth-CTZllS92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run -Second Run OVERHANGS AND SIDE FINS -Window--Qverhang -Left Fin- -Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght riUUSri 3 Door 34.0 5.0 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 3.0 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 7.0 1.0 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 9.0 3.0 3.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 3.0 4.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 40.0 6.0 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 3.0 4.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 3.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 12.0 3.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 16.0 4.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 16.0 4.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 12.0 3.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 4.0 2.0 2.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 16.0 4.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 16.0 4.0 4.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1622 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.780 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 10.00 SEER No Attic R-4.2 No No 0.669 Tank Type 1 Storage WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 0.60 50 R- n/a REMARKS COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Mike McCrady Date..06/09/05 07:40:25 MICROPAS6 v6.01 File -0501 B Wth-CTZ11S92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run -Second -Run REMARKS 6 , P. HVAC SIZING Page 11 HVAC Project Title.......... Mike McCrady Date..06/09/05 07:40:25 Pro'ect Address 9427 n4l C ******* Building Permit # Plan Check / Date Field Check/ Date i Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. Durham, CA *v6.01* Documentation Author... Wayne Dailey ******* Dailey Enterprises P.O. Box 5771 Oroville, CA 95966 534-9401 Climate Zone........... 11 MICROPAS6 v6.01 File -0501_B Wth-CTZ11S92 Program -HVAC SIZING User#-MP2174 User -Dailey Enterprises Run -Second Run GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2592 sf 23200 cf Front Facing 325 deg (NW) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Minimum Total Load 41133 Cooling (Btuh) 5873 4800 13424 4821 2100 3102 34119 6824 40943 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 margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Description (Btuh) Opaque Conduction and Solar...... 14124 Glazing Conduction ............... 8600 Glazing Solar .................... n/a Infiltration ..................... 14671 Internal Gain .................... n/a Ducts.......... ................. 3739 Sensible Load.. .................. 41133 Latent Load ...................... n/a Minimum Total Load 41133 Cooling (Btuh) 5873 4800 13424 4821 2100 3102 34119 6824 40943 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 margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. r �Xr LAAech VerticalTechnology Eng! 383 Rio Lindo Avt Ph. (530) 899-87 Email vertE ite 200(�icq, �26 i Fax (530) 899-v Structural Calculations Client: Mike McCrady Project: McCrady Pool House Location: 9427 Dillion Court, Durham, CA D. tcxc N S 4732 < , Ex . 6/30/06 ruC \\F CA BUTTE COUNTY EUILDING DIVISION , APPROVED - V Attention: This engineer is not responsible for on site 'ns ction to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of. specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. SEP 15 2005 WILLDAN M,ARV.QUTT _T _17 n VERTECH ENGINEERING PROJECT: 5/18/05 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2001 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES, AND SHALL BE COMPACTED A MINIMUM OF 90%. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 2001 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1805.5 OF THE 2001 CBC. K) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS THAT ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND CBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3- 1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: VERTECH ENGINEERING PROJECT: 5/18/05 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER: 1 '/z" #6 BARS AND LARGER: 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: -%" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: '/2" APA RATED EXTERIOR 32/16 STRUCTURAL SHEATHING WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8d AT 6" O.C. EDGE, 12" O.C. FIELD U.N.O. 2. FLOOR SHEATHING: 3/4" APA RATED 48/24 WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 10d AT 6" O.C. EDGE 10" O.0 FIELD, GLUE AND NAIL TO ALL SUPPORTS. 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER IN ACCORDANCE WITH CBC 2306.12. FLASHING AND WATERPROOFING OF EXPOSED ENDS SHALL BE PROVIDED BY OTHERS TO PREVENT DECAY. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH CBC 1701.7 AND CBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 C2.) PARALAMS: PSL'S (PARALLEL STRAND LUMBER) SHALL HAVE FB = 2900 PSI & FV = 290 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2" X 2" X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N:O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. BOLTS EXPOSED TO WEATHER SHALL BE GALVANIZED. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) ALL METAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO WOOD. J.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2001 CBC TABLE 23-11-B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS; LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTOR'S OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE, WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT 3 VERTECH ENGINEERING PROJECT: 5/18/05 BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-6 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH ( ) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND THE CBC. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD 20 PSF REDUCIBLE TOP CHORD DEAD LOAD 8 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2001 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 8 CUT AND STACKED ROOF FRAMING. A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE UNIFORM BUILDING CODE (UBC 2320-12). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 1. RAFTER MAXIMUM SPANS A. 2X6 DF -L #2: 9'-6" B. 2X8 DF -L #2: 13'-0" C. 2X10 DF -L #2:16'-6" 2. MINIMUM BRACE SIZE = 2X6 3. MAXIMUM BRACE SPACING = 4'-0" O.C. VERTECH ENGINEERING PROJECT: 5/18/05 F 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF REDUCIBLE C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B VerTech Engineering Project: McCrady Pool House Page: Engineer: CR _ Date: 5/18/2005 Design of: Roof Framing Roof Loads DL= 18 psf LL= 20 psf ( Reducible to 16psf where slope > 4:12) Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. ITrusses: Rafters: Spacing = 24" o.c. Loads: T.C. Live Load = 16 psf T. C. Dead Load= 10 psf B.C. Dead Load = 8 psf Total Load =,34 psf Live Load = 16 psf ( Reducible to 16psf where slope > 4:12) Dead Load = 13 psf Total Load. = 29 psf Typical Headers (uno) Use 6x10 DF#1 header, use (2) trimmers min. at all openings larger than 6'-0". VerTech Engineering Project: McCrady Pool House Engineer: CR Design of: Floor Fra Floor Loads DL= 15 psf LL= 40 psf Page: Date: 5/18/2005 Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: I Joists: Use manufactured "I" joists (such as Truss Joists or BCI), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. A w. PROJECT C- VERTECH ENGINEERING ENGINEER DESIGN OF s4ov- w 7- 1-�,- 1_6 d o 0 Von, 3'-d' 3,-o" PAG E DATE tf i. PROJECT r • ENGINEER DESIGN OF q 9 VERTECH ENGINEERING 4 4 4 PAGE DATE :510 a VerTech Engineering Project: McCrady Pool House Page: Engineer: CMR Date: 5/18/2005 Desian of: Gravity Loads IGravity Loads: Slope= 6 to 12 Roof Dead Load Ply 2.5 psf Comp Roofing 5.0 psf Framing @ 24" o.c. 5.0 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.1 psf Total (sloped) 16.8 psf Total (horiz) 18.0 psf Roof Live Load Residenctial 20.0 psf (Reducible to 16 is slope is >4:12) Wall Dead Load Siding 8.0 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.3 psf Total 15.0 psf Wall Dead Load 2x4 Framing @ 16" o.c. 1.6 psf (interior) Gyp. 2 sides 4.4 psf Total 6.0 psf Floor Dead Load Framing @ 16" o.c. 5.75 psf 3/4" ply 2.25 psf Gyp. 2.2 psf Flooring 1.5 psf Misc. 3.3 psf Total 15.0 psf Floor Live Load Residential 40.0 psf bo 2001 CBC Wind Loads VerTech Engineering (CBC CH16 DIV III) Project: McCrady Pool House Date: 5/18/2005 Comments: Wind Speed: 75 mph Importance: 1 -16.7 Exposure: B _ 11_7 11.7 -11.6 -12.5 One Story or Partially Enclosed Multi-StoryStructure -12.6 2.7 -13.6 2.9 -14.6 3.1 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 -11.6 Leeward Wall -4.5 . _._.�..._.. -4.8 -5.2 • Roof -17._7 Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof -14.3 -15.5 -16.7 Slope <2.-12-10.8 _ 11_7 11.7 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel toidge ............. X10.88 -11.6 -12.5 ___...._._.__..�„� Method B _.�. _ On Vertical Projected Area -17._7 Structure <= 40' High '111.7 12.6 13.5 Structure >40'Hi�c h� _ 12.6 13.6 14.6 On Horizontal Projected Area -10.8_ -11.6 -12.5 _ W Elements and Components not in areas of discontinuity Wall Elements All structures _ _ _ __ 10.8 11.6 12.5 Enclosed and Unenclosed Structures _ -10.8 -11.6 -12.5 Partial) _Enclosed -14.3 -15.5 -16.7 Parapet Walls __. _ 11_7 11.7 39.7 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11._7 -12.6 -13.5 2_ 7:12 to 12:1_ -11.7 11.7 _ _ -12.6 12.6 -13.5 13.5 Partially EncloseT__ Slope <2:12 --�--�--�----�_��'�--14.3 -17._7 2:12 to 7:12 _-15_.2 7.2 _-16.5 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners _ _ _ -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs _ Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 �-27.1 -29.2 VerTech Engineering Project: McCrady Pool House Page: Engineer: CMR Date: 5/18/2005 Design of: Wall Line Shear Forces due to Wind House Wall Line 1,1 2,R 2,1 3,R 3,1 4,R 4,1 A,R A,1 B,R B,1 C,1 D,R D,1 Trib Area Wind Force Line Shear 230 11.66 2681 48 12.60 598 320 11.66 3731 114 12.60 1436 216 11.66 2518 67 12.60 838 126 11.66 1469 57 12.60 718 108 11.66 1259 114 12.60 1436 216 11.66 2518 324 11.66 3777 114 12.60 1436 216 11.66 2518 I'L 2001 CBC Static Seismic Forces VerTech Engineering Project: McCrady Pool House Comments: Seismic/Diaphragm Loads Date: 5/19/05 Units: Kips & Feet (UNO) Zone = 3 0.175 1 0.175 EQ: Soil type = Sd_ Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 18 (HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS ?� TA = Ct(hn)'"" Max TS = 1.4*TA VEQ = (Cv*I*W)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) T=J 0.175 1 0.175 EQ: f Cvl/RT = 0.5618 0.5610 V/W: VEQ = 50.1 50 V: Ft = 0.00 ®RYeTzYl.wFi®®®®" 11 *Ca*I 2.5*Ca*I/R 14.6 0.0396 0.1636 3.5 14.6 ®RYeTzYl.wFi®®®®" ��M .. . moo � � v o■�� ml. i cuts I i u00 � VerTech Engineering Project: McCrady Pool House Engineer: CMR Design of : Wall Line Shear Forces due to Seismic Roof 1st Level Page: Date: 5/19/2005 Is Area (ftp) Weight (lbs) Roof 1019 18329 Roof Snow (25%) 0 0 Floor 0 0 Height (ft) Length (ft) Weight (lbs) Walls(ext) 9 144 9720 Walls(int) 9 0 0 Total 28049 Area (ft) Weight (lbs) Roof 1243 22350 Roof Snow (25%) 0 0 Floor/Deck 793 11888 Height (ft) Length (ft) Weight (lbs) Walls(ext) 9 224 24840 Walls(int) 9 75 2025 Total 61102 Area (fe) Weight (lbs) Roof 0 0 Roof Snow (25%) 0 0 Floor 0 0 Height (ft) Length (ft) Weight (lbs) Walls(ext) 8 0 0 Walls(int) 8 0 0 Total 0 Veq(lbs) Roof Area (ftz) Floor Area (ftz) Ultimate Roof 1019 0 6988 1 st Level 1243 793 7612 0 0 0 0 Trib Area (ftp) Line Shear (lbs) Wall Line Roof Floor W/S 11 570 1627 2,R 75 367 2,1 596 50 1822 3,R 528 2584 3,1 66 407 1157 4,R 417 2040 4,1 336 800 A,R 99 485 A,1 390 84 1314 B,R 599 2931 6,1 663 168 2293 C,1 273 305 1505 D,R 322 1576 D,1 168 400 Page: Date: 5/19/2005 Is VerTech Engineering Project: McCrady Pool House Page: Engineer: CMR Date: 5/19/2005 Design of : Shear Force Summar House Wall Line Wind Shear Seismic Shear Controls 1,1 2681 1627 Wind 2,R 598 367 Wind 2,1 4329 2189 Wind 3,R 1436 2584 Seismic 3,1 3954 3742 Wind 4,R 838 2040 Seismic 4,1 2307 2840 Seismic A,R 718 485 Wind A,1 1977 1798 Wind B,R 1436 2931 Seismic B,1. 3954 5225 Seismic C;1 3777 1505 Wind D,R 1436 1576 Seismic D,1 3954 1976 Wind is VerTech Engineering Project: McCrady iPool House Engineer: CMR Design of: Shear Walls Framing Page: Date: 5/19/2005 Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail WallObs) (ft) Lft-II( itm in 1'1 2681 6.00 6.00 6.00 447 31' 2, R 598 8.00 8.00 8.00 75 611 2,1 4329 19.00 19.00 19.00 228 611 3,R 2584 16.50 16.50 16.50 157 611 3,1 3954 8.00 8.00 8.00 494 211 4,R 2040 26.00 26.00 26.00 78 61 4,1 A, R 2840 718 24.00 8.00 24.00 8.00 24.00 8.00 118 90 611 611 A,1 1977 24.50 24.50 24.50 81 61' B,R 2931 10.00 10.00 10.00 293 411 B,1 C,13777 D,R 5225 . .... ........ . .. . .. . .......... 1576 22.00 22.00 . .... . .............. . ............. . ....... . ......... 8.00 22.00 22.00 ........ . ....... I .......... . . 8.00 22.00 22.00 8.00 237 172 197 61' 611 61' D,1 3954 8.00 8.00 8.00 494 211 ... ........ . . . . ...... . . .. . ..... ................... ......... . ......... . I . ...... . ........... . ... . . ........... . .......... . ........ . . ..... ......... . . . ........ . ...... . ......... . . . ............ . ...... ....... . .. 16 VerTech Engineering Project: McCrady Pool House Page: Engineer: CMR Date: 5/19/2005 Design of : Shear Walls Stability Overturning Overall Resistive Gravity OT OT Righting Net Len-qth Length Load Height Moment Moment M/D Wall (ft) (ft) (lb/ft) (ft) (ft -lb) (ft -lb) (lb) 1'1 2,R 3.00 8.00 3.00 8.00 135 135 9 9 12066.25 5385.813 607.5 4320 3887 313 2,1 8.00 8.00 135 9 16404.83 4320 1691 3,R 3.00 3.00 135 9 4228.79 607.5 1227 V 3.00 3.00 135 9 13346.07 607.5 4314 4,R 12.00 12.00 135 9 8474.299 9720 -23 4,1 12.00 12.00 189 9 12782.14 13603.75 45 A,R 8.00 8.00 135 9 6462.976 4320 448 A,1 12.50 9.50 189 9 6900.009 14761.02 -235 ---B, 10.00 10.00 135 9 26381.86 6750 2031 - ----- - B,1 10.00 10.00 135 9 21373.3 6750 1530 C,1__ 22.00 22.00 135 9 33995.35 32670 555 D,R 4.00 4.00 135 9 7089.883 1080 1529 D,1 4.00 4.00 135 9 1080 4269 --17794..76,.- . ..... . . ...... VerTech Engineering Project: McCrady Pool House Engineer: CMR Design of : Shear Walls Stability Segment Segment OT Ri htin Net Length Heid MMT MMT M/D Wall (ft) (ft) (ft -Ib) (ft -Ib) (lb) 1,1 3.00 9 12066 608 3887 2, R 0.00 9 0 0 2,1 3, R 11.00 5.00 9 9 22557 7048 8168 1688 1556 1106 3,1 5.00 9 22243 1688 4224 4,R 4,1 14.009 0.00 9 9887 0 13230 0 -144 A,R 0.00 9 0 0 A,1 B, R B,1 12.00 0.00 12.00 9 9 9 8716 0. 25648 13604 0 9720 -29 1408 C,1 D, R D,1 0.00 0.00 0.00 9 9 9 0 0 0 0 0 0 Page: Date: 5/19/2005 PROJECT �\ ��-(�v'� VERTECH ENGINEERING „. �i ENGINEER DESIGN OF tR F � 1 n 3 ►} i Y O o- o - 17 Wo25f CAS 1s UW6-L Zao Wei- loZO� PAGE 1% DATE OS (�►I _ 2ceo�� -m p t�- - s.,cx PROJECT ENGINEER DESIGN OF VERTECH ENGINEERING P"+ AM. U Pg C 14 0 ppp„cq AT L} � 3 a. PAG E I I DATE SOS COMPANY PROJECT (R)'WoodWorksOD SOF7WARf FOR WOOD DESIGN Design Check Calculation Sheet Sizer 2002a I LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern Total 2579 2579 Start End Start End Load? Loadl Dead Full Area 18.00 (8.00)* 3000 No Load2 Constr. Full Area 16.00 (8.00)* No 'Tributary wldtn (tt) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 18, Dead 1427 1427 Live 1152 1152 Total 2579 2579 Bearing: 237 fv/Fv' = 0.24 Length 1.0 1.0 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x12" Self Weight of 14.61 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in ) Criterion Analysis Value Desi n Value Analysis/Design Shear fv @d = 56 Fv' = 237 fv/Fv' = 0.24 Bending(+) fb = 1132 Fb' = 3000 fb/Fb' = 0.38 Dead Defl'n 0.28 = L/765 Live Defl'n 0.23 = L/949 0.60 = L/360 0.38 Total Defl'n 0.65 = L/331 0.90 = L/240 0.72 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 11608 lbs -ft Shear : LC# 2 = D+C, V = 2579, V@d = 2293 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). i I I LOADS: ( lbs, psf, or plf ) COMPANY rks® R WOOD DESIGN RA,y 19 9005 09-43 Design Check Calculation Sheet Sizer 2002a PROJECT Load Type Distribution Magnitude Start End Location (ft] Start End Pattern Load? Loadl Dead Full Area 18.00 (8.00)* 1.2 No Load2 Constr. Full Area 16.00 (8.00)* 19585 No Load3 Dead Full Area 15.00 (7.00)* No Load4 Live Full Area 40.00 (7.00)* L/360 No Loads Dead Full Area 15.00 (9.00)* L/240 No 'Trloutary Wldtn (rt) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0. 11'-3" 1 Dead 2248 2248 Live 2295 2295 Total 4543 4543 Bearing: 1.2 1.2 Length PSL, 2.OE, 290OFb, 5-1/4x9-1/2" Self Weight of 15.59 plf automatically included in loads; Load combinations: ICBO-UBC;. SECTION vs. DESIGN CODE NDS -1997: (lbs, lbs -ft, or in) Criterion Analysis Value Design Value Analysis/Design Shear V @d = 3285 Vr 9476 V/Vr = 0.35 Bending(+) M = 10751 Mr = 19585 M/Mr = 0.55 Dead Defl'n 0.19 = L/703 Live Defl'n 0.20 = L/688 0.38 = L/360 0.52 Total Defl'n 0.48 = L/278 0.56 = L/240 0.86 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.00 1.00 1.00 1.000 1.03 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 3 Bending(+): LC# 2 = D+L, M = 10751 lbs -ft Shear : LC# 2 = D+L, V = 3823, V@d = 3285 lbs Deflection: LC# 3 = D+L+C EI= 750.20e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. Z1 Z-. WoodW SOFTWARE I LOADS: ( Ibs, psf, or pif ) COMPANY orks FOR WOOD DFSIV, May IQ. 9005 09*43 Design Check Calculation Sheet Sizer 2002a PROJECT Load Type Distribution Magnitude Location [ft] Pattern Shear 2640 Total Start End Start End Load? Load3 Dead Full Area 15.00(12.00)* Length No Load4 Live Full Area 40.00(12.00)* No *Tributary Widtn (rt) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' z Dead 1076 Value 1076 Live 2640 Shear 2640 Total 3716 9476 3716 Bearing: 1.0 10218 1.0 Length PSL, 2.OE, 290OFb, 5-1/4x9-1/2" Self Weight of 15.59 plf automatically included in loads; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (lbs, lbs -ft, or in) Criterion Analysis Value Design Value Analysis/Design Shear V @d = 3181 Vr = 9476 V/Vr = 0.34 Bending(+) M = 10218 Mr = 19585 M/Mr = 0.52 Dead Defl'n 0.09 = <L/999 Live Defl'n 0.21 = L/626 0.37 = L/360 0.57 Total Defl'n 0.34 = L/388 0.55 = L/240 0.62 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.00 1.00 1.00 1.000 1.03 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 10218 lbs -ft Shear : LC# 2 = D+L, V = 3716, V@d = 3181 lbs Deflection: LC# 2 = D+L EI= 750.20e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 11" COMPANY PROJECT Woodworks® SOFT WARF FOR WOOD Df$JCN Design Check Calculation Sheet Sizer 2002a I LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft1 Start End Pattern Load? Loadl Dead Full Area 18.00 (8.00)* 85 No Load2 Constr. Full Area 16.00 (8.00)* Length No Load3 Dead Full Area 15.00 (7.00)* No Load4 Live Full Area 40.00 (7.00)* L/360 No Load5 Dead Full Area 15.00 (9.00)* L/240 No -irlDUrary W1DLn lir) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 01 6'-6" Dead 1288 Value 1288 Live 1326 Shear 1326 Total 2614 85 2614 Bearing: 1.0 = 518 1.0 Length Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 48 Fv' = 85 fv/Fv' = 0.56 Bending(+) fb = 518 Fb' = 1350 fb/Fb' = 0.38 Dead Defl'n 0.03 = <L/999 Live Defl'n 0.03 = <L/999 0.22 = L/360 0.12 Total Defl'n 0.06 = <L/999 0.32 = L/240 0.20 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 Bending(+): LC# 2 = D+L, M = 3572 lbs -ft Shear : LC# 2 = D+L,. V = 2198, V@d = 1663 lbs Deflection: LC# 3 = D+L+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according'to the provisions of NDS Clause 4.4.1. -N COMPANY PROJECT Wood'W-orks() SOPMARE FOR WOOD MICA( Design Check Calculation Sheet Sizer 2002a I LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 1120 Total Start End Start End Load? Load3 Dead Full Area 18.00 (8.00)* 2854 No Load4 Constr. Full Area 16.00 (8.00)* No "rrioutary wiatn (rt) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 17'-6" Dead 1388 Value 1388 Live 1120 Shear 1120 Total 2508 237 2508 Bearing: fb = 1070 Fb' = 2854 fb/Fb' = 0.38 Dead Defl'n 0.25 Length 1.0 1.0 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x12" Self Weight of 14.61 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 54 Fv' = 237 fv/Fv' = 0.23 Bending(+) fb = 1070 Fb' = 2854 fb/Fb' = 0.38 Dead Defl'n 0.25 = L/833 Live Defl'n 0.20 = <L/999 0.58 = L/360 0.35 Total Defl'n 0.58 = L/361 0.88 = L/240 0.66 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 0.951 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 10972 lbs -ft Shear : LC# 2 = D+C, V = 2508, V@d = 2221 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Z5 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 '33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625. 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0..20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 .0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 .0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 Z6 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7' 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015° 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 2304.8 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 .12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 .144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 Z6 e i VerTech Engineering Project: McCrady Pool House Engineer: CMR Design of: Foundations Soil Bearing: 1500 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 6" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Continuous footings: (fc' = 2500 psi) Width Thickness Cap.(Plf) Reinforcing 12 12 1500 (2) #4 cont. 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont. 24 12 3000 (3) #4 cont. 30 12 3750 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea .Way Kj6 Simpson F1 1'-0" Sq. 12 (1) #4 1.5 PB F1.5 1'-6" Sq. 12 (2) #4 3.375 PB F2 2'-0" Sq. 12 (3) #4 6 PB F2.5 2'-6" Sq. 12 (4) #4 9.375 PB F3 T-0" Sq. 12 (4) #4 13.5. CB F3.5 3'-6" Sq. 12 (5) #4 18.375 CB F4 4'-0" Sq. 12 (5) #4 24 CB F4.5 4'-6" Sq. 12 (6) #4 30.375 CB F5 5'-0" Sq. 12 (7) #4 37.5 CB F5.5 5'-6" Sq. 12 (5) #5 45.375 CB ' F6 6'-0" Sq. 18 (8) #5 54 CB F6.5 6'-6" Sq. 18 (9) #5 63.375 CB Page: Date: 5/17/2005 Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. Z1 1- L;etung ttvulau- Single- -Single- E1Teedve Percent Gula Number of stories Family Ft -value One Two Three Ra .1 C3 .49 32 R-19 •8 4 •2 R-30 -2 0 .1 0 .1 0 R-38 R49 8 6 U -value U -value .60 50 0.50 -176 -84 -54 0.30 -1102 -49 32 0.10 .26 -13 -8 O.C8 -18 -9 -6. 0.06 -11 -5 -4 0.04 • -4 •2 .1 1 0.C2 O.CO 4 . it 2 5 3 2. Wall Insulation S.InRltratioa (Air Leakage) Single- -Single- E1Teedve Percent Gula Points Famfry Family Multf- R-value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 a 13 2 2 1 R49 8 6 4 U -value .60 50 .40 0.80 -153 -114 -76 0.50 -91 38 -46 0.30 ,7 36 -24 0.10 0 0 0 O.C8 4 3 2 0.06 9 7 5 0-104 • 14 11 7 0.02 19 14 10 0.00 24 18 12 13 27 -52 -17 A 3. Raised Floor IasulatiOM 6 13 Insulation is Floor 49 -15 -a . . . Number of stories 14 R -value :One Two Three Ra -17 -8 -5 R-11 3 -Z .1 R-19 0 0 0 R30 3 1 1 U-vaiva 3 9 15 - .0.60 . -14.4 -70 -46 0.50 -120 -58 38 0.40 __95 -A6 30 0.30 -69. 34 -22 0.20 -43 -21 -14 0.10 -17 -8 - -5 0.08 -11 3 .4 Us -6 .. 3 •2 '0.C4 -1 0 0 0.C2 4 2 1 O.CO 10, 5 3 Controlled Ventilation Crawlspace 10 14 Number of stories 13 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 I R-11 10 13 16 R-19 -1 .2 .2 4. Slab Edge Insulation - -- I 9 Number o. tcries 13 R -value One Two Three ' R-0 0 0 0 R5 8 5 2 .• R•7 .8 6 3 F2 facer SS ] Unit Sits [so �iX"* 5.9 0.90 4 3 •1 020 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.Eo 9 6 3 0.40 12 8 4 S.InRltratioa (Air Leakage) $. Shading (Shade Closed) Spec fm ion Slab Floor E1Teedve Percent Gula Points ' V 7. Shading St2r2eard Open) Effective o . iCFA 6.'Glass Heat Loss '' _ - - x Glass Toa] East ElecClve We61 U value 18 Percent -48 .51 to .41 to .31 to 0.30 or Glass Single Double .60 50 .40 less 50 -121 -53 -39 -24 -10 4 40 •90 37 -26 -14 3 8 35 -75 -29 -19 •9 1 10 30 31 •21 •13 -4 4 12 29 58 -20 ••12 3 5 12- 28 -55 48 -10 -2 5 13 27 -52 -17 A .2 6 13 26 49 -15 -a .1 7 14 25 46 -14 •7 0 7 14 24 43 -12 .5 1 8 14 23 40 -11 4 2 8 15 22 -37 -9 3 3 9 15 21 34 -7 .2 4 10 15 20 31 5 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 i 17 -23 .1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 ' 10 .3 9 11 14 17. 19 I 9 -1 10 13 15: iZ • : 20 8 2 -. 12 14 x_ 16 18 _` 20 - $. Shading (Shade Closed) -25 or -24 tori 4 la 4 io Slab Floor E1Teedve Percent Gula Masi ' V 7. Shading (Shade Open) Effective '-�'-E7fectlie iCFA Pete -ale Gtm '' _ - Three x Glass (perstat Qlass x SC) East ElecClve We61 Sky* 18 •14 -48 %Glass North East South '-West Skylight 18 5 t _ 4 1 _ na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na ' 11 3 3 5 2 : na 10 2 3 5 ..: 2 1 9 2 3 5 t 2 2 8 2 3 5 i 2 '2 7 1 3 4 - 2 ...2 6' 1 3 4 } 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 -2 1 3 2 0 0• 1 0 3 4 3 0 3 -1 2 0 .1 .2 4 -2 0 na = not allowed 11 12 12 5.5 $. Shading (Shade Closed) -25 or -24 tori 4 la 4 io Slab Floor E1Teedve Percent Gula Masi ' V (pereeat giata x SC) Family : Effective 0 0 iCFA One Two Three x Glass Nom East Said( We61 Sky* 18 •14 -48 39 0.1 -8 16 -12 42 -59 -55 na 14 -10 35 -50 _d6 na 12 -8 .29 -40 37 na 11 -7 .26 36 _M na 10 3 -23 31 .29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 .23 -21. -56 7 -4 -14 -19 ---18 47 6 3 -11 -15 .14 38 5 .2 •9 -11 -10 30. 4 -1 •6 -8 -7 _ -23 3 0 -4 -5 4 -16 2 1 -1 .2 -1 -9 1 1 1_. 1 1 4 0 2 3 4 3 0 3 7 8 10 11 9. Interior Thermal Mass Interior -25 or -24 tori 4 la 4 io Slab Floor Raised Floor Masi ' V Stories Detached Attached Family : Stories 0 0 iCFA One Two Three One Two Three 0.0 -8 -5 -t .2 -1 ' .1 0.1 -8 -5 3 .1 0 0 0.3 -7 4 -2 0 1 1 0.5 •6 3 .1 1 1 2 0.7 -5 -2 .1 1 2 2 0.9 •5 -1 0 2 3 • 3 1.1 -t .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 75 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 • 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - -25 or -24 tori 4 la 4 io Wall Family • Family -_ Multi ' V Mass Detached Attached Family : 0.00 0 0 .0 -12 .10 0.20 3 2 1 85 0.40 5 4 _ -. 3 4 0.6608 6 4.- 4 .t 0.80 ; ... 10 _ . 8 5 9.0 • 1.00 -" 13 r .10 r. 7 •2 1.20 13 -.- 12 - ` 8 0 0 1.40 : ,: 12 x:.t' 13 ,. 9 -. 1.6010 13 11..... 2 1.80 _:.._ 10 " 12 12 6 5 2.00 .10 11 '•13 - 11. Heating System 6 4 3 120 15 13 11 9 SE or FISPF 5 .13.0 T (assumes ducts in attic) 12 : 9 Sum of 13 0.6 0.6 -25 or -24 to -14 to 4 to +6 to 16 or SE HSPF less -15 -5 +5 ' +15 more 0.72 6.60 0 0 0 0_ 0 "0 0.75 .6.88 3. 3 3 2._ 2 1 3 0.80 7.33 8 7- 6 5 4 less 0.85 7.79 13 11 ` 10 8 7 5 0.90 8.25 17 15 13 • 11 9 7 095 8.71 20'18" 15 13 it •8 -11- -g Elrective SE or HSPF -4 6.6 (SE or HSPF x duct efriciency) 3 Effeclve -25 or -24 to -14 ia 4 to +6 to i6 or' SE HSPF less -15 5 +5 +15 more 0.30 2.75 •73 -64 -56 47 38 -30 na 3.41 -45 -39 •34 -29 -24 -18 0.40 3.67 34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 550 5. 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 -Zonal Control Adjustment System Type Resistance 10 . 9 -7 -• 6 4 3 Other 6 5 4 3 2 2 12- Cooling Syst•!m r SEER (assume; ducts In attic) Stn of 7.10 l � Y" Interior MasslCFA . TT.e 2 .use ��•'wtie�'•�� -25 or -24 tori 4 la 4 io +6 'a 16 or SEER lest -15 i 3 +5 +15 more 8.0 •14 -12 .10 4- 3 -1 85 .9 .7 .6 .5 4 3 _ . 8.9 -5 4 .t .3 •2 •2 9.0 -.1 3 .3 •2 •2 -1 95 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4. 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 .13.0 T 17 14 12 : 9 6 0.6 0.6 Efredive SEER 1.2 1.4 1.6 (SEER xluct elndency) It 23 IS Stan of 7.10 2.9 11 Effecve-25 or -24 to -1410 410 +6 to 16 or SEER less -15 S +5 +15 more 5.0 -30 •25 •21 .17 -13 -9 6.0 -12 -11- -g .7 3 -4 6.6 -5 .4 -4 3 _2 •2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 1 ZO 30 .26 22 18 14 9 13.0 33 29 24 20 • 15 10 1.5 Zonal Control Adjustment 1.9 ZZ 24 10 8 7 6 4 3 j > 1\o Cooling System Installed 4 4.3 4.5 4.7 4.9 5.1 5.3 -:.Stories S.7 59 SM 0.9 1.1 One ` •5 -4 -4 3 -2 -2 Two + 3 3 .: -2-,-,. 2 2 1" 16 ' 4 42 4.4 4.6 4.6 Single -Family Detached and Attached S.2 SS ] Unit Sits [so �iX"* 5.9 Water SS% 1199 '1700 1.1 2200 2700 Heater Credit or to . to to -or Type Type less .1699 2199 2699 more 4.3 None . 0 1c.0 y, 0. 0 0 ISG or Solar 12 8 _ 6 5 4 HP -HWR 8 5 4 3 3. 1 WS8 5 3 3 2 2 I POU 8 5 4 3 3 I SE None 37 -24 -18 -15 .12 63 Solar -i -1 •i 0 0 1.9 HWR -18 •12 -9 -7 5 11 WS8.. .25 -16 -12 :10' d 4.5 POU .-18 .12 .9 _7 -6 IG None =5. -3 •2 •2 .2 1.4 Soar 7 5 •4 3 2 27 POU .3 1... 1 1 IE . None __. -28 -19 -14 -_.Il .9 52 Solar 8 5 4- 3 3 64 POU .10 ' -6 5 4 .3 It Multf•Famill (lodlv(dual units) Z7 3 12 !kit Size (sq 16 Water 4 699 700 1200 i7o0 2200 Heater Credit or 10 to to or Type Type less 1199 1699 2199 t11as SG None 0. 0 7 0 0 0 or Solar 14 5 ' - 4 3 HP HWR 9 5• 3 2 2 5.6 WS8 POU 9 9 5' 3 3 2 2 2 2 SE None d5 '23 -15 -it -9 21 Solar 2 •12 1 0 0 ' _ HWR wsa •23 -13 -25 •8 8 .6 -s ••5 , 5 52 _P-QU.-23 56 15 IG Nane $ 3 -3 2 .2 . - Solar 6 2 1 1 _• POU .. 1 .0 •15 00 .10 ' .a 11 !E None 30 4.1 4.9 it 53 Solar 18 1 _. 6 4 4 66 PGU -a 3 -2 .2 l � Y" Interior MasslCFA . TT.e 2 .use ��•'wtie�'•�� SC Ef�% 3 % Glass - SC - ' Measures " ' Point Scores t TTPC 1 KASS MAC a 4.2, 102 eavoscd atabl Ceiling Insulation - or ME _ _ x -_. I/ Al R•valuc [381 _ 1.1 -value [0.0301 --•-- _ _ 07: 5% 107: 15% MY. 25% 707. 35% 40% 4SY. 50% 55% 60% 6S» 7t7% 75% 00% 85% 90% 95% iW . 105Y. 1107: 115% 120. 125` 01. 0 0.2 0.4 0.6 0.6 1.1 1.3 1.5 1.7 1.9 2.1 23 IS 2.7 29 3.2 14 16 3.3 4 4.2 44 46 4.8 S S3 10Y. 0.2 0.4 0.6 0.6 1 1.2 1.4 1.6 1.9 It 23 IS Z7 2.9 11 13 IS 17 4 4.2 4.4 46 4.8 5 5.2 S4 20% 0.3 0.6 0.6 1 1.2 1.4 1.6 1.6 2 22 24 27 29 3.1 13 15 17 3.9 4.1 4.3 4.5 4.8 5 52 54 56 30% ' 0.S 0.7 0.9 1.1 -1.4 1.6 1.8 2 21 Z4 - Z6 26 3 32 3.5 17 19 4.1 4.3 4.S 4.7 49 S.1 5.3 S.6 53 40% 0.1 0.9 1.1 1.3 1.5 1.7 1.9 ZZ 24 26 Z6 3 3.2 3.4 16 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 SS S.7 59 SM 0.9 1.1 1.3 13 1.7 1.9 2.1 Z3 25 Z7 3 12 3.4 3.5 16 ' 4 42 4.4 4.6 4.6 5.1 S.2 SS 5.7 5.9 .6.1 SS% 0.9 1.1 1.4 1.6 1.6 2 22 24 Z6 26 3 12 15 3.7 19 4.1 4.3 4.S 4.7 4.9 5.1 S3 56 5.6 6 62 60% 1 12 1.4 1.7 1.9 Zi 2.3 25 7-7 Z9 11 33 3.5 3.6 4 4.2 4.4 4.6 4.8 ' S S2 S4 5.6 5.9 6 1 63 657: 1.1 1.3 1.5 1.7 1.9 22 24 Z6 Z6 3 11 14 36 3.6 4 4.3 4.5 4.7 4.9 5.1 53 SS 5.7 5.9 6.1 64 70% 12 1.4 1.6 1.6 2 Z2 IS 27 Z9 11 3.3 IS 17 3.9 4.1 4.3 4.6 4.8 S 52 5.4 S.6 58 6 62 64 75% _13 1S 1.7 1.9 It Z3 IS Z7 3 12 3.4 16 18 4 4.2 4.4 4.5 4.9 S.1 5.3 S.S 5.7 19 6.1 6.3 6S OM - 1.4 1.6 1.6 2 22 Z4 Z6 Zt 3 13 IS 17 I9 4.1 4.3 4.5 4.7 4.9 S.1 54 S6 5.6 6 _ 62 64 66 a5% 1.4 1.7 1.9 Zt 2.3 ZS 21 Z9 11• 3.3 3.5 16 4 4.2 4.4 4.6 4.6 5 52 54 56 S9 6.1 63 6S 67 907.' 1.5 1.7 2 22 24 Z5 26 3 3.2 14 3.6 11 4.1 4.3 4.5 4.1 4.9 it 53 55 5.7 5.9 6.2 64 66 66 957: 1.6 1.1 2 22 IS 2.7 2.2 11 33 15 17 3.9 4.1 4.3 4.6 4,6 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 69 10076 1.7 19 It 23 IS 26 3 31 3A 15 It 4 42 4.4 4.6 4.9 5.1 S.3 55 5.7 5.9 6.1 6.3 6.S 6.7 7 10S% 1.6 2 ZZ 2.4 Z6 26 3 3.3 3.5 3.7 19 4.1 43 45 4.7 4.9 5.1 5.4 56 5.6 6 6.2 6.4 6.6 68 1 110% 1.9 It Z3 IS 27 Z9 3.113 16 3.6 4 42 4.4 4.6 4.6 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 ZZ Z4 7-6 IS 3 3.2 14 3.6 16 4.1 U 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 -6.6 6.6 7 72 120% 2 23 IS 2.7 29 3.1 11 IS 3.7 19 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 55 6 6.2 6.5 6.7 6.9 7.1 73 12S% It Z3 IS 28 3 3.1 14. 3.6 16 4 41 44 4.6 4.9 5.1 5.3 55 S.1 5.9 6.1 6.3 6S 6.7 7 7.2 T.4 Point System Summary: Climate Zone 11 - - -- SCORE CARD SC Ef�% 3 % Glass - SC - ' Measures " ' Point Scores 1. Ceiling Insulation - or ME _ _ x -_. I/ Al R•valuc [381 _ 1.1 -value [0.0301 --•-- _ _ 2. Wall Insulation or x .77 = 3,21 y. a= �� R•value [ 111 - - - U -value (0.098] 3. Raised Floor Insulation or - O ^� •: Y^ __ R -value [ 191 4. Slab Edge Insulation - or _ R -value [01 F2 fauor (0.T7] 5. Infiltration _ _ Standard 0 6. Glass Heat Loss .- - r+ / - - -, � _ _. 4/ Z s ,rZ Type [double] U -value [0.65] - 'To Total Glass [16] Sum 1.6 7. Shading (Shade Open) 'a. _ North - b. East _ c. --South d. West e. Skylight 8. Shading (Shade Closed) a. Notch b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System _ Zonal Control? ( Y / N ) 13. Water Heating % Iris SC Ef�% 3 % Glass - SC - ' Eff. % Glass Duct efficiency (0.74) Effective SMR, [7.03] .. 7 x , GC = /, 71? �2 3 x -_. I/ Al a J �. -3 x .77 = 3,21 y. a= �� x , y % Iris SC Ef�% 3 x , 14 _ SEER [9S] Duct efficiency (0.74) Effective SMR, [7.03] .. 7 x , GC = /, 71? �2 3 x qq / x I?-) TYPE 1 MASS AREA 3 COND. FLOOR AREA Inu:rior W-vssiCFA TYPE 2 MASS AREA =��& IAtas COND. FLOOR :.REn ExMhor Wall 1 ; 7.7- x = 0.66 SE or HS?F Duct Fificiestcy 10.781 Effective SE or (0.7216.61 HSPF [O.WS.151 9. y x 4 $lo = 7.-65' SEER [9S] Duct efficiency (0.74) Effective SMR, [7.03] Type (SG] Gediz [none] Sum 7-10 + O PnrnrTntal: Certificate of Compliance: Residential Project Address Documentation Author Telephone Climate Zone 11 Budding Permit d Checked By / Date Fnforeerttent Agency Use only BI.DII�IG DATA LTI l North Glass Area �_ % Glass Con • ' noror Area S/ Number of Stories ,._. Number of East South O S— ---- HVAC SYSTEMS Minimum Duct Sla sed flo .Units Area (sf) S 8 5 ` — —7� 68.5 - 0 6,15,57— r S' J, 7 Single Family Detached (SFD) [ ] Addition -Alone West �, /0 f 15 [ ] Single Family Attached (SFA) [ ] Existing Building Skylight 1_ e, [ ] Multi -Family (MF) [ ] Existing -Plus -Addition TotalT , 3� BUE.DING SHELL IIgSULA1T0N- - nd Appliance Al urea �s3s2ca s (date) Component . Insulation Locaiion/Comraents' . _ . THERMAL MASS Type/Covering (slab/exposed, tile, etc.) _ -- — _- _ - _ _ _ Area _ -.Thi ckness� . (sf) (inches) Location/Deseriotion (kitchen, bath etc) -. Type R -Value (attic, toora r • ............. � >;4 _i's, t=� etc.).. Walt. Wall ...........». -- . Roof ...........» 7173 v Roof ............. Floor ........ ...» i .. .-. Floor ............. -..... Slab Edge..... . Mandatory Measures Checklist: Residential MF -IR NOTE lo -rise residential buildings subject to the standards mien contain dime mastau regazd)ea of the compliance apprmcn used Ivens marked with an astertsk (•) may be supcaraed by more stringent compliance requirements fisted on the Cwfieac of Compliance When thu ch¢ka u incorporated into tate patnu doeumrnts. the featurea nmcd zhaU be consioorrd by all panics as binding minimum component pcfomunta: spocifrations for the mandatory meAsues .Mshrr they are shown cisewhat in the documents or on this dtorilia only. . . DESCRJrnON DES1cNER I ENmitcTmoXr Buildivg EA"Wpe Measures • 12.53S2(3)- Minimum ceiling insulation R-19 waghted avenge 12-S312(br I oosc fill insulation manufanwv's labdod R -Value. • 12.5351(ct Minimum wall insulation in framed walls R-1 I weighted average (does not apply to cicsor mass walls). 12.5352ft Slab edge insulation - water absorption rate no greater am 0j%. water vapor ' trans,amion nu: no greater than 2.0 pcnTVurh. 12-331 h lnsuluion specified or installed mats California Energy Commission (C EQ quality standads. Indicate type and form. 12-5352(* Vapor barncrs mandatory in Climate Zones 14 and 16 only. 425377: lnfiltration/Eafnitr2don controls a. Doors and windows between conditioned and unconditioned spaces designed to Limit air leakage h. Doors" windows certified e Doors ad windows wathcr=pped: all joints and pencouiont caulked and sa)cd 12-53=cY Spedal infnitmdon barrier insolled to comply with 12-5351 meets CEC quality standards. 12.5352M installation of Fireplaces 1. Masonry and faeory-built fircplaccz have L Tngbt fitting, closeable metal or glass door It. Outside air intake with damps and control c Flue damper and conuol 2. l omntinuous burning gas pilots allowed. _.. . HVAC and Plumbing System Mestsures. 12-5352(g)and 2-5303: Spa= conditioning equipmentsizing:suachczlcuLz 12-5352(h) lad 25315: Setback Nwmostat do all applinbk heating sysems _.._.._. _..... _ ... _. . G LAZ Ili` G COMPLIANCE STATEMENT Shading DeAce$ 12-5316(aY Ducts eonuructed. installed and insulated per Chapter 10.1976 UC M • §2.5316(b): Exhaust syssens have damper controls ---- HVAC SYSTEMS Minimum Duct Glazing t Orientation Nor-,hC ) 1 No rt_h ( ) .East < ) South . ( ) 'r.. South ( ) West C ) West ( ) Area (sf) S 8 5 ` — —7� 68.5 - 0 Glass Type (single, double) D sJ I£r Interior Exterior C)Verhan g (roller blind.etc.) (shadeserern,ete) Yes/no) __ _ Framing ug ' I lam' -(metal/wood) - /4 / -. .. ... ,�,_• • .. .. :.. - J2-M14(cY Ota -rued space hating equipment has intmmiment ignition devices f2-3374: HVAC equipinernt water lratas showerhads sod raucets ccrdrrd by nhc STC" f2 -53S2 at. W3nerhc2ttsinwlationbLvnket(R-12 orgrnnter)oreombirnedinteriorkstreior=':_ won (R-16 or greater): fust 5 fern of pipes closest to Lank insulated (R-3 or greater). 32-5312(ELc:gyion lk Pipe insulation on scam stem m coedanatc return & recirculating 12P-`5�31g(dY Swinming Pool HearingEast 1- Swum has a. onion switch on heater. - 4 to on Aa .... Weatherproof insutruo�pla ter. e Plumbed to allow for so 2.75 pe cern themxl cJndetncy_ I Pool cmer. 4. Time clock 5.Dicctionalwa=inlet- - ! -' .. . _ .. - - - _......... ._ _. . 7.2 e4_4411S, 7 !b -- f f __� _ 7 y 9 737 J �i TitlelF� Tttk rlirrtt: Address: Address: Maximum Furnace Heating Output: io Btuh BUTTE COUNTYj BUILDING DEPARTMEN I' T-1cph«tc Telephone: _... _ ` Skylight....... T� - nd Appliance Al urea �s3s2ca s (date) . _ . THERMAL MASS Type/Covering (slab/exposed, tile, etc.) _ -- — _- _ - _ _ _ Area _ -.Thi ckness� . (sf) (inches) Location/Deseriotion (kitchen, bath etc) -. �plian umetuJwatt or greater for general lighting in kitchens and bathrooms. 12 : li ting - 251 ' g g g •. f2-914(cY. cat recd appliarnces equipped with intermittent ignition devices f2 -5314(x): Refrigerators. refrigcv2tor-freezers; freans and fluorescent lamp ballasts edified. by the CEC lndieatc make and model numbs.... a necessary) Narnc Name: rLkrz Atascy- COMPLIANCE STATEMENT This certificate of compliance lists the building fc ttuits and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, (Bate. -2. Subctmpteer4. Article 1 of the California Administrativecode. This - ---- HVAC SYSTEMS Minimum Duct certificate has been signed by the individual with overall design respercn'biliry and the building owner, who shall Type (furnace, air Efficiency Location ` -'Duct Output Manufacturer / Model # r=ia a copy of it and transmit the certificate m my subsequent purchaser of the building. conditioner, heat vtunv) (SE, SEER.HSPF) (attic, etc,) R -Value (Btuh) (or approved equal) Dtsigne -Building Owner.: ~ - - . 7.2 e4_4411S, 7 !b -- f f __� _ 7 y 9 737 J �i TitlelF� Tttk rlirrtt: Address: Address: Maximum Furnace Heating Output: io Btuh BUTTE COUNTYj BUILDING DEPARTMEN I' T-1cph«tc Telephone: HOT WATER SYSTEMS Tank Manufacturer/Model #A P V [[�� Svstern Tvpe (storage Capacity �oeci�eai3ire(s) x-13- W� - as, etc.) (or approved equal) Vs(t) (date) (ori n.ttae ) s (date) _ Documentation Author Enforcement Agency SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Narnc Name: rLkrz Atascy- S' t ° h Yz +dt� •t Vim" tt.Zr{�a nesS*t t�°Yi ��y�a s� �� A : 1 �. {+fir•. s Z: ���ET ' i, s� 1�''Y'� x „�'!��{n ✓i itq t trw4li 15 a•. ry„�4 '! R f th 1' {• 5.s i+' { }7!.��^�jSM�.� Y}lfi�'{^ `'^�'.t+tti �),'l't}x(t �''.�,i��'' k`.s.., i i .e,.t}"'� e s •> t y d t�•��t i; �n��"7 �"ri'►y',�,'Kx �srt '�' .�+ `!� a'it'4.a1•. r,a , ft c'� ,� � , ,.4Y i,}� t'a ,�Y`/��rf' Rhy�*t '.i 't 1' t t '�h iyayyHh `.r• ,, a 't•#t a:ty1' r a i9`.Prly �a Fyt�c�',sNj.tvaf+• > ,' °off ti 'sP i� Y=•r.li r1.1r : 'ht 'i'4 b�4fl *1� lA!!' i•' •�711r7� '� S' �' � e '%>:. a, �+�� t }t � ` t c r.ff=1 a ��t'►• �•\, -.i s .. {[{ o t , .. .' , 's i �, �, i3 <<qr i'y��.'w �f1 t it% a r i:�y�?� i � , 1 •r i't Yrr �w �, r_ re r \ iYA•., :�,� i tF'd, if t' 4 rr Y ,� .• .it}i jY �t.•�it i���f '•fY,�. }fk } i3^ "i 4 Y(Y' _•s !'3'• .fit 1 �' r'• Y''. ,i t�{�•�.,• , r eh ti �Y � t I { �i�s`��t4. tl �'ti � �Yt' �t'� � +~y • j {. •, t'�r '`h Y ' i t : f •{G���1 ;j � '�*tict At ,/�•f• * f ✓ 1 � .. t �"' ��(J. 7. �.tY't. 14 ne .� '•}� cti�::'t�tjtx`+_il'iy33t66th' J� `11100 3110 ;7 �Ylt',''+MT s�!!`"`��`�I.4•"' ,1, �A�y .• dot,• ' 77d A0• ;`WW 3 •8usgaeno 84e9 a� l gdeoze zueuzd . l .. Tnbeao se.:MnM$ '10 'MMIO OCL RV 9U11!1Q4U9O $o'egles •e pue seIItvj LWedoad ' { em uio$ 'ZT 8 34' dee V. + •bueyaano anE@,'41 G a Iu?. . ,ti... . %de:)xa 4uawdlnbe ao sainpruill• ; }o aeap aq lleys auljaa4uao ' r Q0�61- �crJ � ay} L,UaI • }o So • , • ��eq}as a pue scull Apadotd �. 1.1 W014 1i q 4.0 >ppqtall V 'g `6UpIrfB IL 7� eul tole p umeid Ajliw .)Q . Q put OOOlM1d POOL) PaiW00aa qw Doug{ 52 W ee P49 &APJMAD~ v SPPWM ttb---; • I ,1r . . OJ tk _.,...... aPOD 1°:)1a4:)a13 leuoiIe 1 1 sa a:mue a Gui ' un 'Gui in . .• P°� I 4 41 '8 9� Id PI. 8 u1 asn poi;pads eye ao;',pagpDsajd A4i c; Deco paziuLwoo y !/v� a:) #j }uOw4JPd9Q 0014 WO -11 uo!sslwj iN, atisds lv saE;cs::�t�o �_ ip lz• Iw�rnz;lutt sl }► un n t C,11r'kt �iivib�:)ipoads Pdn suoid io 'elunt310 JlurwO'WOP nqndjo luetuusdep eta woad uotssluued ue11W aunts uo suogeleKs ao se6us(p km e)m 01 t"eNn sl v pug sawll Its W 401 at# uo I& eq 1�M � Pus v W » s eta MR: ....... m ETO I .911 (3MU ZJ11JIU 11"tf AINnoo muns tijj ._....._.._...........__._•__.__..._....__ le u _.:•`\:......'v,....... ..... . ............ KIMIAI I uw . ..... (3MU ZJ11JIU 11"tf AINnoo muns tijj ._....._.._...........__._•__.__..._....__ le u l BUTTE COUNTY BUILDING DEPARTMENT A P P R O V E D I I 110 zo M o " r WARNING ! BCS1I-B1 SUMMARY SHEET - GUIDE FOR HANDLIING, IINSTALLING AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Fallow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCS! B3 Summary Sheet -Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ningtin modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalad6n y arriostre temporal de los trusses. Vea el (Ojlet9 BCSI 1-03 Guia de Buena Practica para el Maneio. Instalaci6n v Arriostre de los Tmsses de Madera Connectados ton Placas de Metaloara pard mayor information. Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja res6meO BCSI-B3 para los arriostres permanentes y refuerzos de los miembros secundarios (webs) para mayor informacidn. EI recto de arriostres permanentes son la responsabilidad del Disenador del Edificio. Qi The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Q' gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING - MANEJO QAllow no more No permita mas than 3" of deflec- de 3 pulgadas de tion for every 10' pandeo por Cada 10 of span. pies de tramo. 10' 4�. to 6'max �ia T m_ITT QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK �rr/7, b� a< QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tempo, cubra los paquetes para prevenir aumento de humedad pero permits ventilact6n. 0 Use special care in Utilice cuidado windy weather or especial en dias near power lines ventosos o cerca de and airports. cables el6ctricos o de 30' to 45' aeropuertos. 30 a 45 pies Spreader bar for 45' to 60' truss bundles 45 a 60 pies 6 pies meximo 60' to 80'* 4' o.c. max. _ O O Check banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la Flexion lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO r7f Trusses 20' or ; - - % ` 1'7 f Trusses 30' or less, support less, supportat at peak. �, r/ quarter points. f Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses u Trusses up [0 20' pies o menos. p [0 30' i I�- Trusses hasta 20' 1 Trusses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posid6n con la gr6a haste que el arriostre temporal este instalado y el truss asegurado en los soportes. 0 Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 —� truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe-in-�\ �i����T� oe-In Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar /Ll� Attach above or stiffbac' 1m x.max.mid-height Spreader bar 2/3 to �— 3/4 truss length —� TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- c tion and Tempos Bracing for more information. Vea el resumen BCSI-B2 - Instalaci6n de Trusses 4 y Ardostre Temporal para mayor informaci6n. 0 Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con Cada Una de las files de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m6todo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m3xtmo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m3ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies meximo 60' to 80'* 4' o.c. max. 60 a 80 ies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60' 'Consulte a un ingeniero para trusses de mas de 60 pies. See BCSI-82 for TCTLB options. Vea el BCSI-B2 para las opciones de TMB. \ Q Refer to j3CSI-B6 Summary Sheet - Gable End Frame Bracing. Q Vea el Repeat diagonal braces. resumen BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un [echo a dos aquas- I'7f Set first five trusses with spacer pieces, then add diagonals. Repeat IJ process on groups of four trusses until all trusses are set. Instate los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten Instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT 46 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-87 Maximum lateral brace spacing 12" Summary Sheet 16" 10D.C. for 3x2 chords Q Max. Bow MBow Length —►I ax. - Temporary and 15 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing- "0.01 Length ... f �— Length -► every 15 truss for Parallel Chord Mex B spaces (30' max.) Tru for more 1 /( Tolerances for D/50 D (ft.) information. I 16.7' LI Out-of-Plumb.1/4" Vea el re_a_men BCSI-B7 - Arriostre 1 1.1/8' 18.8' temporal v permanente de The end diagonal 1/2" 2' trusses de cuerdas brace for cantilevered Fuera-de-Plomada. a1.3/8° palalelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped 1" 4' with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board 12" Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. 16" Asphalt Shingles Q Max. Bow MBow Length —►I ax. Max. Bow Truss Length ��— II 3-4 tiles high NII IT Length —► Length ... f �— Length -► 3/4° 12.5' Mex B 7/8' 14.6' 1 /( Tolerances for D/50 D (ft.) 1" 16.7' LI Out-of-Plumb.1/4" 1 1.1/8' 18.8' Tolerancias para I 1/2" 2' 1.1/4° Fuera-de-Plomada. a1.3/8° 3/4" 3' 229' o I Plumb bob 1" 4' D/SO max I 1-1/2" 6' 2" z 8' '1 CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y segura. Do not exceed maximum stack heights. Refer to BSSI-B4_ Summary Sheet -Construction Loadino for more information. No exceda las maximas alturas recomendadas. Vea el resumen BCSI-84 Carga de Construction para mayor informaci6n. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high i� Do not overload small groups or single trusses. No sobrecargue pequeftos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. ! QPosition loads over load bearing walls....,. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES © Refer to BCSI-85 Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el resumen BCSI-85 Dafios de trusses. Modifications en la Obra v Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o pertore ning6n miembro estructural de los trusses, a menos que este especificamente permiddo en el dibujo del diseno del truss. �aw QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garant(a del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are Intended th ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, Installing and bracing wood Lasses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. It [s not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErecdoMlnstallation Contractor or otherwise) for handling, installing and bracing wood trusses and it does rat preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. I ��idl WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, cal 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274.4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org x` I HO)A RESUMEN DE' LA GUTA DE BUENAPRAC�T+ICAPARA EL MANE]O, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONEGTADOS CON PLS BIWARN11x17�p033135 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS R84FORagG STEEL' DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, R.O. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED) TO NORMAL WORKING HOURS; AND THAT 1. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 615 GRADE 60 EXCEPT AS NOTED. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOD THE OWNER AND ARCHITECT HARMLESS FROM 2. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: ANY AND ALL LIABUTY, REAL OR ALLEGED, IN CONtIEC110N WITH THE PERFORMANCE OF WORK ON THIS PROJECT, A. CONCRETE POURED DIRECTLY AGAINST EARTH, 3 INCHES CLEAR. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ARCHITECT. B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER, 1 1/2 INCHES CLEAR ( 2 INCHES GEAR FOR i6 2. CONTRACTOR FURTHER AGREES THAT HE'SHALL NOT DEVIATE FROM THESE DRAWINGS, DETAILS AND SPECIFICATIONS OR LARGER ). IN ANY MANNER WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM ARCHITECT. 3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. S. CLARIFICATIONS AS TO MEANING OR INTENT OF DRAWINGS, DETAILS OR SPECIFICATIONS SHALL BE DIRECTED TO 4. REINFORCING BARS NOTED OR SHOWN CONTINUOUS SHALL RUN IN AS LONG OF A LENGTH AS IS PRACTICABLE. LAP ARCHITECT FOR DIRECTION PRIOR TO PROCEEDING WITH THE WORK AFFECTED. REINFORCING BARS A MINIMUM OF 40 DIA. AT SPLICES. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB GTE PRIOR TO STARTING 5. CONTRACTOR SHALL NOT PLAN ANY REINFORCING UNTIL SHOP DRAWINGS CHECKED BY THE ENGINEER OF RECORD CONSTRUCTION AND THE ARCHIIECT/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES ARE RECEIVED ON THE JOB. SHO' DRAWINGS SHALL ALSO INDICATE PROPOSED BAR LAYOUT AND SPLICE WITH ANY WORK SO INVOLVED. LOCATIONS. 5. BUILDING STRUCTURE SHALL BE DESIGNED TO RESIST THE FOLLOWING: S.P. WIND LOAD U.B.C. EXPOSURE .'C', WIND SP® 70 MPH POWER UNDERGROUND SEISMIC LOAD U.B.C. ZONE 3 D.I. ROOF LIVE LOAD 20 P.S.F. REDUCIBLE PER UNIFORM BUILDING CODE 1. NAILING REQUIREMENTS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS FOR THIS JOB, SHALL BE THE NUMBER ROOF DEAD LOAD ACTUAL BUILDING do INSULATION AND SIZE OF NILS CONNECTING 11 D MEMBERS THAT IS -SET FORTH IN THE UNIFORM BUILDING CODE, CHAPTER 6. PROJECT WAS DESIGNED UNDER THE FOLLOWING CODES: 23, TABLE NO. 23-1-0. PRE DRILL HOLES NAIL DIAMETER, IF NECESSARY TO PREVENT SPLITTING cA,UF. BUILDING CODE -mi EDITION 2. ALL BOTS USED IN WOOD CONSTRUCTION SHALL BE ASTM A 307 AND PLATE WASHEIRS.SHAIL`BE USED WHERE THE UNIFORM FIRE CODE 1994 EDITION BOT HEAD OR NUT WOULD OTHERWISE BEAR AGAINST THE WOOD. TITLE III OF THE AMERICANS WITH DISABILITIES ACT 1991 I ALL WOOD FRAMING SHALL BE DOUGLAS FIR NO. 2 OR BETTER FREE OF HEART CENTER. UNLESS OTHERWISE NOTED 711L.E 24 PART 2 CALIFORNIA STATE ACCESSIBILITY STANDARDS 1994 ON DRAWINGS. 7. ALL ASTM SPECIFICATIONS NOTES ON THESE DRAWINGS SHALL BE OF THE LATEST REVISION. 4. ALL PLYWOOD SHALL BE GRADE CC WITH EXTERIOR GLUE, SPECIES GROUP 2. UNLESS OTHERWISE N01ED ON 8. ALL CONSTRUCTION AND METHODS SHALL BE IN STRICT CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE DRAWINGS. CURRENT ADOPTED UNIFORM CODES. 5. ALK. PLYWOOD ROOF SHEATHING SHALL BE GRADE COX ( PANEL INDEX 32/16 ) WITH EXTERIOR GLUE, SPECIES 9. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR GROUP 2, UNLESS OTHERWISE NOTED ON DRAWINGS. IN THE NOTES OR SPECIFICATIONS, THAN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR 6. DESIGN CODES AND SPECIFICATIONS SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE APPROVED BY THE ARCHITECT/ENGINEER. A. UNIFORM BUILDING CODE 1994 EDITION it ALL ELECTRICAL, PLUMBING, HEATING, COOLING, VENTILATION, AND SITE IMPROVEMENT, LAYOUTS AND DESIGNS B. NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENING (NFPA) ARE BY OTHERS, UNLESS OTHERWISE NOTED OR INDICATED ON DRAWINGS. C. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION STANDARDS FOR THE DESIGN OF STRUCTURAL TIMBER 11. THE CONTRACTOR SHALL NOT SCALE THESE DRAWINGS. FRAMING 12. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND COORDINATE ALL REQUIRED PENETRATIONS AT 7, CONSTRUCTION NOT SPECIFICALLY NOTED OR DETAILED SHALL CONFORM TO U.B.C. S'EC11ON 2326, 'CONVENTIONAL THE FOUNDATION, FLOOR, WALL OR ROOF CONSTRUCTION. CONSTRUCTION PROVISIONS'. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL BRACING, SHORING AND TEMPORARY SUPPORTS AS REQUIRED & LAG SCREWS SCREW INTO HOES SAME DIAMETER AS ROOT THREAD. ENLARGE SHANK TO DIAMETER FOR TO RESIST CONSTRUCTION LOADS UNTIL COMPLETION OF THE VERTICAL AND LATERAL LOAD SYSTEMS. - LENGTH OF SHANK.' 14. NO PERSON SHALL BE REQUIRED TO DESCEND INTO ANY TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH 9. BOTS DRILL HOES 1/16" OVERSIZED. THREADS SHALL NOT BEAR ON WOOD. WITHOUT FIRST OBTAINING ALL THE REQUIRED PERMITS FROM THE PROPER AGENCIES. - 10. METAL FRAMING DEVICES SHALT. BE AS MANUFACTURED BY SIMPSON COMPANY, SAN LEANDRO, CALIFORNIA, yMp�^.� UNIVERSAL ANCHORS COMPANY, SAN FRANCISCO, CALIFORNIA; OR AN APPROVED EQUIVALENT PROVIDE THE MMMOON �� FOLLOWING HARDWARE TYPICAL, U.O.N. (ROI' FRAMING ITEMS ARE DESCRIBED BY 'ROOF FRAMING PLAN NOTES . 1. ALL MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS 10 PRODUCE A MINIMUM DEGREE OF COMPACTION ABOVE C TYPE A: POST AASES OF 90% (UNLESS NOTED OTHERWISE ON THESE DRAWINGS (OR THE SOLS REPORT P PROVIDED)) AS DETERMMNED ............. . B. POST BES .............. tD TYPE BY ASTM TEST DESIGNATION D 1557 78. FEILD DENSITY TEST SHALL BE PERFORMED IN ACCORDANCE WITH C. 2X,'JOISTS TYPE (PROVIDE SKEWED, ,AND/OR OFFSET C.. A.1 EITHER ASTM TEST DESIGNATION D 15% 64 (SAND CONE METHOD) OR ASTM TEST DESIGNATION D 2922 71 AND jG 1'I REQUIRED.) AS REWIRED.) ,' a D 3017 72 (NUCLEAR PROBE METHOD). THE LOCATIONS AND NUMBER` OF FIELD DENSITY TESTS SHALL BE 11. ALL TIMBER`C(VNNECTORS AND NAILS SHALL BE GALVANIZED WHEN USED IN AN APPLICATION SUBJECT TO EXPOSURE DETERMINED BY THE ENgNF.ER, TO EXTERIOR ELEMENTS OR OTHERWISE TREA10 TO INHIBIT DETERIORIZATION. �ry��� ������pp������� 12. GLUE LAMINATED MEMBERS SHALL BE DOUGLAS FIR IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR l.11r�.�^CLIirL11& STRUCTURAL GLUE LAMINATED DOUGLAS FIR, COAST REGION TIMBER OF THE WEST COAST LUMBERMAWS ASSOCIATION. FABRICATION PER RITC 117 64 DESIGN LAMINATING SPECIFICATIONS. INDUSTRIAL APPEARANCE GRADE, EXTERIOR 1. ALL FILL MATERIAL REQUIRED SHALL BE CLEAN NATIVE FILL FREE OF ALL DEBRIS AND ORGANIC MATERIAL (R GLUE, END SEND D, WRAPPEDSHLLMEMBERS MARKED WITH AN ALAN QUALITY MARK( AND IN INDIION AN AITC CLASS 2 AGGREGATE BASE AND SHALL BE PLACED AND COMPACTED TO 95% RELATIVE DENSITY IN 6' LAYERS. TO PRO DE THE ENGINEER AND BUILDING DEPARTMENT TO INDICATE CERTIFICATE OF CONFORMANCE SHALL RD PROVIDED 2. ALL SOFT, UNSTABLE OR ORGANIC MATERIAL ENCOUNTERED SHALL BE REMOVED FROM THE SITE AND REPLACED WITH CONFORMANCE WITH SPECIFIED STANDARDS. THE CONTRACTOR SHALL SUBMIT CERIIFlCATE TO OWNER OR HIS NT AN ACCEPTABLE FILL MATERIAL COMPACTED TO 95% RELATIVE DENSITY. REPRESENTATIVE UPON DEIJVERY. 3, ALL EXCESS MATEIAL, AND UNSTABLE SUBGRADE SHALL BE DISPOSED OF BY THE CONTRACTOR AS DIRECTED BY THE OWNER, 4. ALL REMOVED ASPHALTIC CONCRETE OR CONTAMINATED MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR AS DIRECTED BY THE BUILDING DEPARTMENT. WLQING CONCRETE,,_ 1. DESIGN CODES AND SPECIFICATIONS SHALL CONFORM WITH AMERICAN CONCRETE INSTITUTE (AC) 318 LATEST EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. - 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE 1 OR 2 LOW ALKALI. 3. ALL CONCRETE FOR FOOTINGS AND SLABS ON GRADE SHALL HAVE A MINIMUM CEMENT FACTOR OF 5 SACKS PER CUBIC YARD AND A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 P.S.I. NOTE: STRUCTURAL DESIGN WAS BASED ON 2500 P.S.I. CONCRETE THEREFORE NO SPECIAL INSPECTION IS REQUIRED FOR FOUNDATION: CONCRETE TILT -UP PANELS REQUIRE SPECIAL INSPECTION. 4. ALL CONCRETE FOR PRECAST WALL PANELS SHALL HAVE A CEMENT FACTOR OF 5 SACKS PER CUBIC YARD AND A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 P.S.I. SPECIAL INSPECTION IS REWIRED. 5. MAXIMUM CONCRETE SLUMP SHALL BE AS FOLLOWS: A. FOOTINGS 3 INCHES C SLABS ST w� PANELS 4 � ABBREVIATIONS: D. MEZZANINE DECK 5 INCHES 6. ALL ANCHOR BOTS SHALL BE HELD FIRMLY IN PLACE WITH PLYWOOD TEMPLATES DURING POURING OF CONCRETE. 7. VIBRATECONCRETE AROUN I ALL ITOLTS, REBARS AND SURFACES. A.B. AGGREGRATE BASE M.I.W. MALLEABLE IRON WASHER EL CONDUIT OR PIPE SIZE ( O.D. ) SHALL NOT EXCEED 30% OF THE SLAB THICKNESS UNLESS SPECIFICALLY A.C. ASPHALTIC CONCRETE M.T. METAL THRESHOLD DETAILED OTHERWISE AND SHALL BE LOCATED IN THE MIDDLE 1/3 OF THE SLAB. CLEAR SPACING BETWEEN ADJ. ADJACENT MET. METAL ADJACENT CONDUITS OR PIPES SHALL BE 2 IMES THE LARGER O.D. MINIMUM. A.E.F. ATTIC EXHAUST FAN M.O. MASONRY OPENING 9. ALL PROJECTING CORNERS OF BEAMS, COLUMNS, WALLS, ETC. SHALL BE FORMED WITH A 3/4' CHAMFER UNLESS AM. AGGREGATE < N > NEW ALUM. ALUMINUM N.I.C. NOT IN CONTRACT OTHERWISE NOTED OR DETAILED. 10. CALCIUM CHLORIDE OR OTHER MATERIALS CREATING A CORROSIVE ENVIRONMENT IN CONCRETE SHALL NOT BE USED ASPH. ASPHALT N.T.S. NOT TO SCALE BLKG. BLOCKING O.F. OUTSIDE FACE FOR ANY REASON. 11. SLAB REINFORCING SHALL BE 6x6 W1.4xW1.4 WELDED WIRE FABRIC CONFORMING M ASTM A 185 IN CENTER OF BRIT BRACKET P.D.OH. OVERHEAD C ROILED STEEL CHANNEL P.D.F. POWER Df6vEN FASTENER SLAB AND SHALL BE LAPPED 1 1/2 SPACES ( 9 INCHES MINIMUM ). * PROJECT: NEW POOL HOUSE *LOCATION: 9427 DILLON COURT DURHAM, CA. * ASSESSOR'S PARCEL NO.: * PARCEL SIZE: APPROXIMATELY I ACRES * OWNER & CONTACT. PERSONMIKE McCRADY (530)321-3726 13g.00' NEW Pool. Hou, -f o � POOL C Z Q Q Ln 1 I 12. AS AN ALTERNATE TD WELDED WIRE FABRIC IN INTERIOR SLABS, CONCRETE ENGINEERED REINFORCING FIBERS MAY CAB. CABINET PL LA CAD. CADMIUM P BE USED AND SHALL BE 100% VIRGIN POYPROPYI.EINE, COLLATED, FIBRILLATED FIBERS. FIBERS SHALL BE USEDP.P.G.PLYWOOD IN ALL CONCRETE AS INDICATED ON THE DRAWINGS OR AS SPECIFIED AND IN STIRICT'ACCORDANCE WITH THE C.B. CATCH BARN PPPG. POLISHED PLATE GLASS MANUFACTURERS WRITTEN RECOMMENDATIONS AS TO TYPE AND AMOUNT. ONLY FIBRILLATED FIBER DESIGNED AND CBR. CONSTRUCTIO P.S. PRESSED $TESL C.J. CONSTRUCTION JOINT R.E.F. ROOF EXHAUST FAN I MANUFACTURED SPECIFICALLY FOR USE IN CONCRETE FROM 100% VIRGIN POLYPROPYLENE AND SO CERTIFIED BY THE COL COLUMN RDWD. REDWOOD i I 5APF7TING MANUFACTURER SHALL BE ACCEPTABLE. UNLESS OTHERWISE N07ED ON THESE DRAWINGS WHEN CONCRETE ENGINEERED CONC. CONCRETE RMV. REMOVE ! REINFORCING FIBERS ARE USED IN THE SLAB A MINIMUM OF 10' 0' WIDE CONTINUOUS APRON OF WELDED WIRE CONT. . CONTINUOUS R.O. ROUGH OPENING CONTROL JOINTS CONSISTING OF ZIP STRIPS OR SAW CUTS. ALL JOINTS SHALL BE L0 OUT IN A STRAIGHT FABRIC SHALL BE PLACED AROUND THE PERIMETER OF THE BUILDING SLAB. C.O.T.G. CLEANOUT TO GRADE RWL RAINWATER LEADER DTL 13, A VAPOR RESISTANT BARRIER SHALL BE PLACED UNDER ALL OFFICE AREAS AND ANY OTHER AREAS TO RECEIVE A CSK. ' COUNTERSINK S.B. SPLASH BLOCK i MAIN PANEL FLOOR COVERING. USE 10 mi. PLOY FILM MINIMUM WITH 2' TO 3' OF SAND OVER. SEAL ALL HOLES do JOINTS. D.F. DRINKING FOUNTAIN S.D. STORM DRAIN W 14. WALL PANELS MAY BE ERECTED AFTER 10 DAYS CURE. HOWEVER NO WELDS TO ADJACENT PANEL AND COLUMN SHALL D.F. DOUGAS FIR S.P. STRUCTURAL PLYWOOD POWER UNDERGROUND BE PERMITTED BEFORE 21 DAYS HAVE ELAPSED. D.I. DROP INLET SPEC. SPECIFICATION 301, AND 318 15. THE CONCRETE PAVING SHALL BE DIVIDED INTO UNIFORM AREAS AS CLOSE TO SQUARE AS POSSIBLE BY THE USE OF DIM. DIMENSION S.S. STAINLESS STEEL CONTROL JOINTS CONSISTING OF ZIP STRIPS OR SAW CUTS. ALL JOINTS SHALL BE L0 OUT IN A STRAIGHT D.P. D.S. DRYPAC K DOWNSPOUT T.S. T.U.C. TUBE STEEL TILT UP CONCRETE UNE AND IN A UNIFORM MANNER TH RO11 OUT THE SLAB WITH AN OPTIMUM SPACING OF 20 FEET IN EACH DTL DETAIL TYP. TYPICAL DIRECTION. 16, F COLD JOINTS ARE TO BE USED THEY SHALL HAVE .757 DIAMETER x 16' LONG PLAIN STEEL DOWELS 0 24' < E > E.G. EXISTING EXISTING GRADE U.O.N. V.G.D.F. UNLESS OTHERWISE NOTED VERTICAL GRAIN DOUG. FIR O.C. ONE END OF THE DOWELS SHALL BE WRAPPED WITH A SHEET OF POLYETHYLENE TO PREVENT BONDING TO E,J. EXPANSION JOINT W WIDE FLANGE CONCRETE. E.W. '' EACH WAY W.D. WINDOW DIMENSION KILN DRIED F.A. FRAMING ANGLE W.G. WIRE GLASS 301, AND 318 F.B. FLAT BAR W.P. WATERPROOF r<ii F.C. FACE OF CONCRETE WRSG WEATHERSTRIPPING 1. FOUNDATION DESIGN IS BASED ON SOIL AT THE SITE, CONSISTENT WITH THE UNIFORM BUILDING CODE, CHAPTER F.D. FLOOR DRAIN Y.D.Y.D, YARD DRAIN 18, TABLE NO. 18 1 A 'ALLOWABLE FOUNDATION AND LATERAL PRESSURE' CLASS OF MATERIAL NO. 4 WITH F.E. ARE EXTINGUISHER ALLOWABLE SOIL BEARING VALUE OF: F.F. FINISH FLOOR SCREWS AND BOTS DEAD LOAD 1130 P.S.F. F.G. FINISH GRADE DEAD LOAD + LIVE LOAD 1500 P.S.F. F.M. FACE OF MASONRY A.B. ANCHOR BOT DEAD LOAD + LIVE LOAD + SEISMIC/WIND 2000 P.S.F. F.S. FACE OF STUD C.B. CARRIAGE BOLT GA. GAUGE F.H. FLAT HEAD - G.B. GYPSUM BOARD H.H. HEX HEAD G.S.M. GALVANIZED SHEET METAL L.B. LAG BOLT 7.00' 1000 GAL, TANK II II 75' LEACH UNE I I I AREA FOR R5PL/AC5MENT II II R U.E. 3'-0" i 1� 1� Q U) � N (5)TANK --- P.5. 10'-0" APPROVED 2 ALL FOOTINGS SHALL EXTEND INTO A FIRM, UNDISTURBED NATIVE SOL. OR ONE FOOT MINIMUM BELOW EXISTING G.V. GRAVITY VENT M.B. MACHINE BOLT GENERAL NOTES, SITE PLAN, INDEX, VACINITY MAP ��+�+►� GRADE, COR AS DIRECTED BY ENGIdifR, NMICHEVER IS LOWEST. N]NgNEERED FILL MAY BE USED AS EXISTING HOW. HDBD. HARDWARE HARDBOARD M.S. O.H. MACHINE SCREW OVAL HEAD A5 � GRADE PROVIDED TESTS ARE PRESENTED TO THE ENGINEER OF A 95% RELATIVE COMPACTION TO MODIFIED HOWD. HARDWOOD P.H. PAN HEAD ENERGY SHEET Sight uU A.A.S.H.O. 3 NO FORMWORK SHAD. BE CONSTRUCTED. NO REINFORCING STEEL PLACED AND NO CONCRETE DEPOSITED UNTIL EXCAVATION HAS �1 INSPECTED AND APPROVED BY THE BALDING OFFICIAL H.G. M.M. I.F. HALF GLASS HOLLOW METAL INSIDE FACE PH.H. R.H. S.D. PHILLIPS HEAD . RIND HEAD SELF DRILLING Sl TE PLAN 4 CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION DE ACI PUBLICATION 347, K.D. KILN DRIED S.M.S. SHEET METAL SCREWS 301, AND 318 K 0 P KNOCK OAT PANEL S T SELF TAPPING r<ii 1" = M STEEL SHAPE W.S. WOOD SCREW MH. MANHOLE 30'-0" i NO. DESCRIPTION Al GENERAL NOTES, SITE PLAN, INDEX, VACINITY MAP A2 FLOOR PLAN, NOTES A3 EXTERIOR ELEVATIONS, BUILDING SECTIONS A4 FOUNDATION PLAN A5 ROOF PLAN AND BUILDING SECTIONS A6 ROOF FRAMING E ` ELECTRICAL PLAN CEC ENERGY SHEET p SN STRUCTURAL SHEET - NOTES SD1 STRUCTURAL SHEET SD2 STRUCTURAL SHEET SD3 STRUCTURAL SHEET ff 0-06 ar #j .ix 9 a. c I� ,I Berr+� �k 200 m 1t�i>`t'D 1?t CD 2005 Yahoa! in, S% �,NrnPb i at .lir.. -= i F lackd� f 02004 NAVTEQ T 0 rm t; N O cm I m s< Dr1 , p S% �,NrnPb i at .lir.. -= i F lackd� f 02004 NAVTEQ T 0 rm t; N O cm I m 12'-0' MIN. I 3'-0" J c+1 4 GARAGE SLOPE 2' OVERALL 4 l 22'-0* 0 45'-2" b OZ. PERPENDICULAR TO, AND ADJACENT TO ALL E AE p II �_ Q 5. TYPICAL FLOOIR JOISTS SHALL BE S-1/2° 1. SEE SDI -SDS FOR TYPICAL DETAILS. TJI PRO 230 AT 16' O.C. WITH 1-1/4' LSL RIM. 2. VERIFY ALL DIMENSIONS, WALL SIZES AND INSTALL ALL COMPONENTS IN ACCORDANCE WITH LOCATIONS, AND FLOOR ELEVATIONS WITH 2 ARCHITECT. 3�ag wll�ow D A6 64' -0' 8'-2' i Q 0 Eso 1'f A6 WORKOUT ROOM 0 VAIN in l6'-4 1/2' 8 OD3 12'-0" INCW. 3'-0" OPENING /r WINDOW ✓� 12 ' WI Q MNG ROOM TILE 9'-0' +/_ CLOSET 3EPROOM CARPET 9'-O" +/_ �STc dwde 170 y �,�. a�4Q � ----------------- - - - - -- SUDER ------------------------ sirec O ATTIC CARPET ATTIC oc AGGE55 r __ A BATH TILE in 12'-0" 11,_6.6 8 ' - 0 (p - D o� �r�6S D 10-0* F 11 o T in 12'-0" d- 04 GLASS BLOCK 5'-0- C Acvo A6 I GiTT�ERTAINMENT (0.148 V X3) AT 6 O.0 AT ALL PANEL EDGE BOUNDARIES, BLOCKING AND WHERE INDICATED ON OZ. PERPENDICULAR TO, AND ADJACENT TO ALL I NOTES: p II �_ Q 5. TYPICAL FLOOIR JOISTS SHALL BE S-1/2° 1. SEE SDI -SDS FOR TYPICAL DETAILS. TJI PRO 230 AT 16' O.C. WITH 1-1/4' LSL RIM. 2. VERIFY ALL DIMENSIONS, WALL SIZES AND INSTALL ALL COMPONENTS IN ACCORDANCE WITH LOCATIONS, AND FLOOR ELEVATIONS WITH MANUFACTURER'S RECOMMENDATIONS. 0 ARCHITECT. 6. PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE FUTURE TRELLIS 3. TYPICAL FLOOR SHEATHING (UNO)- 3/4' THICK, APA, WALLS RUN PARALLEL TO JOIST, AND JOIST SPAN O TECO, OR PITTSIBUR31-1 RATED SHEATHING OR RATED EXCEEDS S'-0' UNO. STURD- I -FLOOR, SPAN RATING 48/24(24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL 1. PROVIDE DOUBLE JOIST UNDER ALL BATH TUBS PANELS, APPLIED WITH LONG DIMENSION ACROSS WHERE JOIST SPAN EXCEEDS 1'-01. SUPPORTS AND ADJACENT PANELS STAGGERED WITH 0 4' ENDS OFFSET 4' (CASE 1,3 UBC TABLE 23-V-1) 8. TYPICAL HEADER BELOW (SUPPORTING SECOND STORY) GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH IS 4X10 DF -L 01 UNO INT, AND 6XS OF- 01 EXT. loci COMMON RING SHANK NAILS OR EQUIV. I S S. PROVIDE 2X SOLID BLOCKING IN FLOOR AT 24" MNG ROOM TILE 9'-0' +/_ CLOSET 3EPROOM CARPET 9'-O" +/_ �STc dwde 170 y �,�. a�4Q � ----------------- - - - - -- SUDER ------------------------ sirec O ATTIC CARPET ATTIC oc AGGE55 r __ A BATH TILE in 12'-0" 11,_6.6 8 ' - 0 (p - D o� �r�6S D 10-0* F 11 o T in 12'-0" d- 04 GLASS BLOCK 5'-0- C Acvo A6 I GiTT�ERTAINMENT (0.148 V X3) AT 6 O.0 AT ALL PANEL EDGE BOUNDARIES, BLOCKING AND WHERE INDICATED ON OZ. PERPENDICULAR TO, AND ADJACENT TO ALL I II �_ Q P IBAR CABINET BELOW 0 42' HIGH HALF WALL I I PLAN. FIELD NAIL AT 10' O.C. BEAMS SUPPORTING BEARING WALLS ABOVE, ;p 1000 - Ob Ob I Ob II I 4. PLUMBING, SPRINKLER, AND MECHANICAL 10. USE (2) TRIMMERS AT HEADERS (SUPPORTING THIRD CARPET I I SUBCONTRACTORS SHALL COORDINATE ALL FLOOR STORY) SPANNING 4' -WAND GREATER. N I I c°� �I I AND WALL PENETRATIONS WITH FRAMING11. SUPPORT ALL 11 RIMMERS ABOVE WITH Q 3 O 3 Cw WigW l z Wig SUBCONTRACTOR. FLOOR/CEL (NGF JOIST WHERE TRIMMERS CAN b 0 4'-0' 4'-0' I — NOT RUN CONTIINUOUSLY TO FOUNDATION. i a� a� I 4 d-� — � ATTIC — GEO a ALL EXTERIOR WAWS SHALL BE 2 X 6 II AT 16' O.G. TYPICAL 6 121-0" CARPET UNLESS OTHERWISE NOTED. APPROVED F'utte County ALL INTERIOR WALLS SHAD. BE 2 X 4 DF#2 AT 16' O.G. TYPICAL 5F12 WINDOQW � 66 Environ ant9i Heqfth UNLESS OTHERWISE NOTED. WHERE STUD HEIGHT EXCEEDS 10'-0', WALLS SHALL BE to ` 2x4 D.F. #2 AT 12" o/c, U.O.N. A6 �%✓��� Signature HEADERS SHAU.. BE 4 X 12 DF#2 AT 4' WALLS AND 6x8 DF #1 AT 6' WALLS UNO. PROVIDE MR. GYPSUM BOARD ABOVE AU. TUBS AND SHOWERS. TYPICAL. FLOOR FLA �`'t i F I R'5 T FLOOR 4' ALL WINDOWS TO BE VINYL FRAME W/ 6RID5 A5 NOTED, TYP. SCALE. 1/4" = 1'-0" � VENT PIPING: THE TOTAL AGGREGATE CROSS-SECTIONAL- AREA OF VENTS SHAD. NOT BE LESS THAN THE INSTAU.ED BUILDING SEWER UNE AREA. 7.07 5Q. INCHES FOR 3 INCH DIA. DRAIN PIPE AND 1257 5Q. INCHES FOR 4 INCH DIA. DRAIN PIPE � I ENERGY NOTES AFUE .8Q OEER 10.0 DUCTS R-4.2 WINDOWS VINYL, W/ LOW E2 6LA55 WATER HEATER 50 GAL. 6A,5 —.60 E.F. WALT. INOUL.. R—P — ON !;OAT PLASTER W/ FOAM 3 51DE5 `p CEIUN6IN5,UL. R-35 rnK a.xa wsA' x 0 s. M. > /•F . , I Q6 14'-0' II �_ Q P IBAR CABINET BELOW 0 42' HIGH HALF WALL I I ( UPPER 1000 I i II I CARPET I I I �� N I I c°� �I I �I II II >I II I I �I II I — i a� a� I d-� — � ATTIC — GEO P€N_ 6 121-0" CARPET 5'-O' cb CVO.._WINDOW 5F12 WINDOQW � 66 4 -0 4'-0' � I ENERGY NOTES AFUE .8Q OEER 10.0 DUCTS R-4.2 WINDOWS VINYL, W/ LOW E2 6LA55 WATER HEATER 50 GAL. 6A,5 —.60 E.F. WALT. INOUL.. R—P — ON !;OAT PLASTER W/ FOAM 3 51DE5 `p CEIUN6IN5,UL. R-35 rnK a.xa wsA' x 0 s. M. > /•F . , 13ARRW-RS FOR SWL-,C1,tIlYG PppLS, , SPAS, AND HOT TUBS Effective Date: 1 Feb 1994 provisions apply to ea design and construction of barriers for swimming pools located on the premises of single and two family dwellings. )EFIMTIONS lboveground/on-ground pool. See definition for swinuning pool. IsMer is a fence, wall, building wall or combination thereof. which completely surrounds the swimming pool and obstructs access to the swimming pool. ;rade is the underlying surface such as earth or a walking surface. Tot tub. See definition for swimming pool. a -pound pool. See definition for swimming pool. pfl, non portable. See deBnidon for swimming pool. M portable, is a nonpermanent structure intessded for recreational bathing, in which all the controls, water -hating and water -circulating equipment are an uegral part of the product and which is cold connected (not permanently electrically wired). owimming pool is any structure intended for swimming or recreational bathing that contains water over 24 inches deep. This includes in -ground, aboveground nd on -ground swimming pools, hot tuba and spas. 'mpg poo4 indoor, is a swimming pool which is totally contained within a residential structure and surrounded on all four sides by walls of said stntaum, whnming pool, outdoor, is any swimming pool which is not an indoor pool. tEQUMEMENTS :,rutdoor Swimming pool: An outdoor swimming pool, including an in -ground. aboveground or hick shall comply with the following: on -ground pool. hot tub or spa shall be provided with a barrier 1. The top of the barrier shall be at least 48 inches above grade measured on the side of the barrier which faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inch's measured on the side of the barrier which faces away fmm the swimming pool. (See figure "A") Where the top of the pool structure is above grade, such as in an aboveground pool, the barrier may be at ground level, such as the pool structure. or mounted on top of the pool structure, (See 'figure "g') Where the barrier is mounted on top of the pool structure, the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches. (See Rgure "C'). . 2. Openings in the barrier shall not allow passage of a flinch -diameter sphere. g 3. Solid barriers which do not have openings, such as masonry or stone walls, shall not contain indentations or protrusions except for tooled masonry jousts. 4. Where the barrier is composed of horizontal and vertical members and the distance between tops of the horizontal members is less than 45 inches, the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical members shall not exceed 1-3/4 inches in width. Where there are decorative cutouts within vertical members. spacing within the cutouts shall not exceed 1-3/4 inches in width. (See fig. "D"). 5. Where the barrier is composed of horizontal and vertical members and the distance between the tops of horizontal members is 45 inches or more, spacing between vertical members shall not exceed 4 inches. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 3/4 inches in width. (See figure IT') 6. Maximum mesh size for chain link fences shall be 14/4 inch square unless the fence' is provided with slats fastened at the top or the bottom which reduce the opening to no more than 1-3/4 inches. The wire shall be not less than 9 gauge. 7. Where the barrier is composed of diagonal members. such as lattice fence, the maximum opening formed by the diagonal members shall be no mote than 1-3/4 inches. S. Access gates shall comply with the requirements of Items 1 through 7 and shall be equipped to accommodate a locking device. Pedestrian -access gates shall open outward away from the pool and shall be self-closing and have a self-iatching device. Gates other than pedestrian gates shall have a self -latching device. Where the release mechanism of the self -latching device is located less than 54 inches from the bottom of the gate, (1) the release mechanism shall be located on the pool side at last 3 inches below the top of the gate and (2) the gate and barrier shall have no opening greater than 1/2 inch within 18 inches of the release mechanism. (See figure "F7 9. Where a wall of a dwelling serves as part of the barrier. doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible waiting when the door and its screen. if present. are opened.' The alarm shall sound continuously for a minimum of 30 seconds immediately after the door is opened. and be capable of being hard throughout the house during normal household activities. The alarm shall automatically reset under all conditions. The alarm system shall be equipped with a manual mans. such as a touchpad or switch, to temporarily deactivate the alarm for a single opening. Such deactivation shall last for no more than 15 seconds. The deactivating switch shall be located at last 54 inches above the threshold of the door. Other means of protection, such as seif-closing doors with seif-latching devices approved by the building official. shad be acceptable so long as the degree of protection afrorded is not less than the protection afforded by the alarm system described above. 10. Where an aboveground pool structure is used as a barrier or where the barrier is mounted on the top of the pool structure, and the means of access is a ladder or steps, then (1) the ladder or steps shall be capable of being secured, locked or removed to prevent access or (2) the ladder or steps shall be surrounded by a barrier which meets the requirements of 1 through 9. When the ladder or steps are secured, locked, or removed, any opening Crated shall not allow the passage of a 4 inch diameter sphere. oor Swumming pool. Doors with direct access to an indoor swimming pool stall comply with number 9 above. ba.ctm Barrier Tbi3 side. - ----------- ----------- - Grade lcvci ti a IN GROUND PCOL: Figure Horizontal Members Vertical Members If more than 45* benweett members, Maximum spacing -,r members may be installed either side. . ..... . 4r .......... Figure "E" For gates other than pedestrian No opening fitter than access gates, where latch is [as I/Z inch within 18 inches than Sit from bottom of gam of release mechanism. Install latch on pootside. 7 Min. -- ------------------- I Figure "PI Barrier e Max. opening 48" Min. 4r Min. MEMO- -Sr-.1RW:P 0 M. 1'.. ME Grade level Grade level Figure "C" Figure "B" ABOVE GROUND POOL Horizontal Members Vertical Members If len than 45" between members. Maximum spacing - 1 X0 -7 install members an pooiside. T-1 - - ----------Lrdue 4rL Figure 40" Horizontal Members Vertical Members If more than 45* benweett members, Maximum spacing -,r members may be installed either side. . ..... . 4r .......... Figure "E" For gates other than pedestrian No opening fitter than access gates, where latch is [as I/Z inch within 18 inches than Sit from bottom of gam of release mechanism. Install latch on pootside. 7 Min. -- ------------------- I Figure "PI