Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
040-640-024
�z 040 -640 -OM Ilo#2 02-266 MEGHDADI, ANDREW 14� 9,5 f)f- CHICO 4�j (ICLFAMILY NEW SING E 040-640-024 03-1881 MCCROSSIN, JIM 5 SEGA WAY, CHICO Cont: PERFECTION POOLS POOL -MASTER #01-500 F040-640-024 T5 -2 5 711 MCCROSSIN, JIM 5 SEGA WAY, C111CO C C T 6 -14AN M I ONT: JONATHAN MUIR GARAGE PKi%tTDnKi PKITAI HEALTH CLEAPARANCE DATE :j I I .7 f 0 J 40 f "fr BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION.#: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE All: (530) 538-7541 PERMIT NO. BPO52511 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE F 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: 10/13/2005 APN: 040-640-024-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: 6-g-/ Site Address: 5 SEGA DR CHI Date: 10)WO S7 Contractor: -)0�JA!T14At'J ftv Map Index: Description: ADD GAR(576) COV(264)CONV GAR(900) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MCCROSSIN JAMES L JR & JENNIFER A permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a' signed statement that he or she is licensed pursuant to the provisions of 5 SEGA DR the Contractors State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95928 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).): El 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: CLABORN & MUIR CONTRACTION such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 168 VAIL DRIVE proving that he or she did not build or improve for the purpose of 95973 sale.). (530)624-6943 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractcr(s) licensed pursuant to the Contractors' State License Law.). Contractor: CLABORN & MUIR CONTRACTION 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: 168 VAIL DRIVE 95973 — WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: (530)624-6943 13 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 License #: 852121 is issued. El I have and will maintain workers' compensation irsurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carder: Total Square Ft: 576 S. F. Policy M I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manrer so as to become subject to the workers' compensation laws of California, Valuation: $13,824.0 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Census Code: 117V18 4 Date: 01131a5- b Applicant: J. JVL V (P__ O'�� 0AJA-T-*fttJ WARNING: Failure to secure workers' compensation coverage is �qo 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 iVre'reby issue n rthe p icable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio to7do wo�rk* clic ed abo e for w fees have been paid. / performance of the work for which this permit is issued (Sec 3097 Civ.) =ich 74 . ,9— oy Name: BY: Date PERMIT EXPIRES ON: Address: — (Date) 0 1 hereby certify that the use of this facility shall comp!.y with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 - Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. Q Attached are copies of the required E. P.A. notification forms. I hereby certify that I have read this application, that the atove 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 o��fficial form or document of Butte County. I hereby ' authodze representatives of Butte County to enter upon the above mentioned property for inspection purposps. Print Name: JofiftT:�4hAJ Signature: Date: 3 .E.1 Owner :::�contractor El Agent for Owner 0 Agent for Contractor bswd Dow. %mam Am 040440-0244= W* Addrow.!5 SWA oR CHI Doolipbon; ADD GAR(576) COV(264)CONV GAR(900) owner. MCCROSSIN JAMES L JR & JENNIFER A 5 SEGA DR CHICO, CA 95928 Applicant: CLABORN & MUIR CONTRACTION 108 VAIL DRIVE 05073 (630)024=6043 Contractor., CLABORN & MUIR CONTRACTION 168 VAIL DRIVE 95973 (530)624-6943 Woorm #'% 982121 Afthb6. rEmivkw.. j%%j %%k -n ft� t7A Y"Mw. q%%%% qso%� i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR IN SPECTION11: OROVILLE: (530) 538-7636 - CHICO: (530) 991-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED A T TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE.PRIN7 CLEARLY" OWNER INFORMATION: Last Name M C_ 0_ao'ss i f1i irst Name r Address City C91 CZ9 Stater P.- zip 9 S-? Phone,,,, Fax E-mail APPLICANT INFORMATION CONTRACTOR Name _JCWA_r-)4&!L\j City I C, 14 Address 1&9 VAIL- city C' 1i Fax State Tip9 S-2 7 3 Phone _q '01q '3 Fax E-mail Planner Lic. # 85'a I W APPLICANT INFORMATION ARCHITECTIENGINEER Name City I C, 14 Address Zip I Uf 7 3 City Fax State Tip Typ'e Const. Phone 5�O� Fax E-mail Planner Sta.te License Number APPLICANT INFORMATION Name mvia— Address b 12— . City I C, 14 State C4-. Zip I Uf 7 3 Phone -?o �,2 S�?o _q Fax E-mail APPLICANT SIGNATURE X L For office use only: Zoning Property Address .5- -�t(m Vvy Flood Zone J,SRA I Yes I (NO",/ Occ. Typ'e Const. Subdivision Name Map 5�O� Name Lot # Planner D3te Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP FBIN H PROJECTLOCATION A EP# 10 q o -z -V Property Address .5- -�t(m Vvy City Cross Street I WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: , pea -664* Sq FT- Living Garage Open Cov • Structure Built without Permits • Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other departinent costs are not refundable. I Received by: Amount: Bldg av� SRA Receipt #: 67/ 6 Sheriff SMIP Other Date - Total 45) 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. 0 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! 0 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. 0 3. Engineered truss details and layouts in duplicate (if required). No faxes! El 4. Energy compliance design and supporting documentation in duplicate. 0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. El 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate 0 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 enginee . 0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). El 9. Site plan and business license approval from the City of Biggs. 0 10. Letter of intent for non-residential buildings. n 11. Building Permit Application Without Required Clearances Form El 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 revi�� (May require' aidditional plan review upon receipt of the following items.) 0 1 . Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). 0 2. Impact Fees. 0 3. California Department of Forestry plan approval (if required). El 4. NPDES Forni. 0 5: Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 0. 6. Contractor's license information. (Number, Name Style, Classification). 0 7. Worker's Compensation Carrier and Policy Number. 0 8. Owner -Builder Verification (if required). El 9. Letter of Signature authorization (if required). 0 10. Recorded copy of Agricultural Acknowledgment Statement. 0 11. 0 Legal description from current recorded grant deed, 0 Copy of M.H. Title, Title transfer, or MCO. 0 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 UFORMSSUILDING F0RMS\B1dgApp1SubRqmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING D/V/S/ClAr� 7 County Center Drive, Oroville, CA'95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: tP Ce65�51AI /(/-n ASSESSOR PARCEL NUMBER 66 / �/ - 6 qO Proposed Building Use: 16�a e.,61iij. pew&(k,- e!5�� Permit Technician: 4!�7� Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �J 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. tj 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl 0 5. Letter from Engineer or Architect for truss design review. )14 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C 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. .0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Letter of intent for non-residential' buildi6gv, -,,,,0 12. Hazardous Material Form ' S tJ 13. Acknowledgement of building permit application without required clearances. 0 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) "s 15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable o16. Fire Sprinklers ............................................................................................ 0 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by_.. 0 18. Soils Report and/or Engineered Foundation required ........................................... 0 19 Erosion Control Plan Required ........................................................................ 20' Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 21. City of Chico Plumbing permit ........................................................................ 0 22. Site plan and business license approval from the City of Biggs .............................. 0 23. California Department of Forestry plan approval 0 paid. Sent by: . ............. 24. Planning approval for (A) Use: ---�B)Parking: -- (C) Parcel Check: . . . ..... 0 25. Contact Land Development about - Improvements, _ Drainage ............. I ........... Egt 26. NPDES Form .............................................................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Contractor's license information. (Number, Name Style, Classification) ................... 0 29. Worker's Compensation Carrier and Policy Number ............. 0 30. Owner -Builder Verification Given to owner, -Mailed to owner) ..................... 0 31. Letter of Signature authorization ......... ; .......................................................... 0 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 11 33. Existing violations and/or expired permits ......................................................... 0 34. Deed Restriction .......................................................... ........ ............... 0 35. 0 Legal description, 0 M.H. Title, title search, registration or MCO ......................... 0 36. Other: 0 37. Other: When issued Telephone Jev"-,Ll� I�Zq- 4� and hold for pickup. I have been info ed o above items and requirements for obtaining a building permit. 6 Applicant. Date: 1. Index permit app6cation for the 9ove items numbeFed: Plan Check Letter 2. Additional items required 1� I Adx X Contractor, designer, owner, was a6isedof (he aibo4bata by 0 phone, Omail, 0 counter, by- Date: Contractor, designer, owner, was advised of the above data by 0 phone, Omail, 0 counter, by_ Date: Contractor, designer, owner, was advised of the above data by 0 phone, Omail, 0 counter, by_ Date: Plans reviewed by: -1 U9 Date: a I; al A Plans approved by: U Date: Structural reviewed by: Date: -11 Structural approved by: Date: Note transfer by: Date: -------- Yellow: Building Division �)po 5 -2 -s -W COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — WELDING DIVISION 7 COUN Y CENTER RIVE, OROVIELLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buffecounty.neUdds OWNER 0017 7 PRO D BUILDING USE 661V V 014 64- 1 6�_A42_ I. BUILDING PERMIT FEES Balance Due ..................... k FEMA Flood elevation review..1.$ dditional plan checking Fee... 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) A. P. # 0 LIO'_44� �/ DATE '_0 5— RECEIPT # q�Qtlb_ .3. SHERIFF FEES (paid at Building Division) - 6minercial (sq. ftg.)..... i X $0.03 Sq.Ftg' I f?. �) -6ior) RECREATION DISTRICT F!EES A I ma /03 /() 5 (paid at Recreation District Of�ce) (form available after Plan Check) 1 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dIlling) $ i EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning I SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Divi ; sion) WATER TENDER FEES BATTALION # _W'$200.00 (paid at Building Division) 8. SMIP 9. DRAINAGEFEE- 10. OTHER 11. OTHER DATE REC. /(9 j f0 -43-6T At time of permit ap ion, I was advised the above fees are required to be paid prior to issuance of the permit. These fees _',L� p may be changed�79 . �plan checking �,rocess. APPLICANT DATE 1 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project Pr from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant ; Pink -Owner (rev. 7/05) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One fo rm per Building) School District ohirk) Uni It Building D'e0artment No. R P o'L) Q -r A.P. Number 0404AO-ML4 Jurisdiction: city I lCounty Property er Q - Property C ion/Address r-) < Subdivision Residential Development No of Living Mobile Home Units Installation Commercial/Industrial New Addition Lot No. ::Sq. Footage (Group. R) Addition/ *Supplemental to Conversion Permit # No foundabon'inspection) ................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), District Identification No. 158 0- U -C) A[ -)J Schopr&strict certifies tha*t (a., 06j (Street Address) . (City) (State) Sq. Footage (including Exterior Roofed Areas) , It/— kl-)— Date (Applicant) (Phone Number) Code) N A has"complied with the requireme4s of Resolution No. q(W .40 5 by. payment of $ representing square� feet.. �AB 2926 $ IVULL MITIGATION $ A School District Representative Date Paid by Check# Remarks: Nofte: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with, Government Code Section 66020(a), within 90 days from the date few are paid. Failure to submit a timely written protest will prohibit you from challenging the imposMon of the fees In. any court action. if, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form. the School Dhrbkt Is notified by the applicable Local Planning Agency that this project Is being revWA" under the Cal. ft foonla Environmental Quality Act (CEQA). this project may be subject to additional school fan to fully midgate Its InVed on the school d1stricts schools. White (school district), Yellow (building department),,Pink (applicant). feeformift (3ft)dffim W BUTTE- COUNTY DEVELOPMENT FEE CERTIFICATION FORM D FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ;KCHIC"0 AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) D DURHAM RECREATION- AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Coq 0 02-1 Buildino, Permit Number Property Owner (s) Mc CrUsin Project Location /Address OWL- CA Subdivision Name J A ssessable Sq. Ftge 9 00 . Type of Residential Development (check one) New Development ��Addition(s) Mobile home Demo Permit (date issued Comments: Single Family -Detached Non -Residential to Residential Mobile home replacement 0 FRR.PD YCARD D, PRPD D DRPD certifies that: -2 _( J0, W /�__ — - 5:Sc)-(,, q o?113 Applicant Name Phone Number 1bg * V41t— C�f (cc) Cpq— Mailing Address city State Zip Has compl . led with requirements of the Butte County Board of Supervisors Resolution No. Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department by Payment of: k — Dwelling Units @ $ Square Feet @ $ per unit for a total of $ per sq foot for a total of $ M L 41 — Remarks: E -Ye,-,() P�R P?2!� Paid by Checy4o: Pajo by Cash: and Park District Representative f�� rew I.doc Receipt No: WJ NFA 9 MO b, 0 0 C Y, Y, 11 0 U M\ LIC Dep�rtment C o u n t , J. Michael Crump, Director I of Public 0 f B U t--�t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 C6un-,y Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant DiscMrge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP)Acknow'ledgement LLESSTHANlACRE Project Description: tp tj n P a 'cel Numb er: 57 Sit .4 VJ C1q I (-V ProjectLocation a d/or r -Z- Ll 0� 0—to yo -0 By sig�incr below, L the pr ect owner/owner's agent, certify that this project WILL NOT 01 _DISTURB fo r a Construction Storm Water Permit I acre or more of land and t&t L there re, do not -need to apply fo ftorn. the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of I . ess than one acre but when combined with subsequent phases total more than one acre of disturbed'. soil Yiill require a Construction Storm Water Permit from t1ae State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by 13w? - ISI ped: Title: Date: Ar -7-0 Butte CountyDepartmei I 2t of Development Serw*ces 0 OTr 0 7 County Center brive oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I -request and authorize the Building Division to process this building permit application through the p!ans 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 applicaiions for septic andlor well to Butte County Environmental Health immediately. * I ant required to bring th'e 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 arrangefor disposition ofplans. 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'vlans 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 �pplication 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. I Typically other requ ired perm. . its/clearanc'es include, but are not .1irruited to, verification the parcel was legally created, adherence. tb.all mitigations an . d conditions irnposed on the parcel at time of creation, as well as zoning requirements, legal ac�ess, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: ,,L1A-1t4,W Mvt,�2_ APN: 040-10YO-03:�/ Building site address: S_ A- `�j Permit No.: 05% :2S It I have read, understood and a6cept the terms and conditions as expressed herein as indicated submission of the above-referen C�ed building permit application and my signature below: SIGWATURE OF APPLICAN'f, DATE I Copy to ApplicantlEHIFile K--ForiTis/BidgPermitwithoutClearances 020705 by my E.H. USE ONLY Plot Plan Attached Rout Plan Attached Sent to G.D. //-C,<— tuvw/ TO: Building Department A FROM: Environihental Health SUBJECT: Sah I itation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well )Clearance for d welling. Other ITNJ) AA16e 7 -- Hold final for: Final clearance O.K. for: NOTE: -42 Envi�-o�men-1'5-19�altKh Specialist 8/96 I Date General Notes;. TITLE -24, Part 1 "ENERGY EFFICIENCY STANDARDS11 The following energy requirements must be met, or exceeded, to obtain final building department approval. It is the responsibility of the owner / project supervisor to ensure that these features are installed. The McCrossin Addition Job 4 05280 Date — August 24, 2005 ]INISULATION Wall insulation shall be at lea�t R-1 3 at all 2x4 exterior framed walls. Roof insulation shall be at least R-30. .HEATING, VENTILATION and AIR CONDITIONING One PTAC unit will be installed with a SEER of 9.7 of greater and -a HSPF of 6.6 or greater. This PTAC unit will use a setback thermostat. MMESTIC HOT WATER Current water heating will be extended to the serve the addition. If any additional water heaters are installed they shall have an energy factor (EF) that meets or exceeds the minimums as set forward in the energy standards. FENESTRATION PRODUCTS Operdbl6windows shall have a U -value of .4 or lower and a SHGC of .4 or lower. Fixed windows shall have a U -value of .4 or lower and a SHGC of .4 or lower. Patio doors shall have a U -value of .41 or lower and a SHGC of .4 or lower. ENERGY CALCULATION SERVICES 574 Manzanita Avenue, Suite 9, Chico, CA. 95926 Tel. 530 894-8466 / FAX 530 894-2422 CABEC certified Energy Analysts, CBI Energy Plans Examiners, CHEERS Analysts. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Centbr Drive * Ciroville, California 95965 * Telephone (530) 538-754h �3, JRl? (Rev. 12/96) APPLICATION AND PERMIT 91 ZON ASSESSOR M6-Nu8AZ - 0 2 4 SR -1 ING BUILDINGPERMIT OWNER TELEPHONE ESQ. F T:. 0 C C. BUILDING VALUATION OWNERS 5_NZ Sega Ann Way Chico _[7E 40�& CONT E..S 25.000.00 CONTRACTORS NAME PerfectionPools 895-0437 _�ONE CONTRACTORS MAJUNG ADDRESS 897F 20th St Chico CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation 25.000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $252.00 Plan Checkinq Fee $ 23.00 BUILDINGAIDDRESS 5 Energy Plan Checking Fee $ $ PERMIT FEE $ 2095.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0 Duplex 0 Mobilehome 0 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 —Water piping 15.00 15.00 —Each gas water heater or vent 15.00 TYPEOFWORK New 0 Addition 0 Utilities 0 Installation 0 Other 0 Describe Work: Gas piping sy2tem I - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G 920.00 PERMIT FEE $ ig-nn N7"N, ELECTRICAL PERMIT Filing Fee 20.00 500V OR LESS Main Service .A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 oll the Business and Professions Code, and my license is in&II force and effect. License Class —53 Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 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: 0 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 )1�_4performance of the work for which this peTmit is issued. have and will maintain workers' compensation insurance, as required by Section 3700ofthe Labor Code, for the performance of work for which this permitis issued. My workers' comp ation insurance carrier and policy number are: Carrier X2_0 e_0 Policy Number �2 :Z � Ir, In (The above sections neednof be complet6d if the permit is for work of a valuation of one hundred dollars ($100) or less.) 0 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 ers' compensation provisions of section 3700 of the Labor Code, I shall Irth ith cono with those pro is S. X To iv, ate &12-710 *3 g�; tun, q 4.W_ 11 Si of Appilicant - 0 Owner )kContractor 0 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONSI DWELLING OCCUP. 0 OR ADONS. & ACC. BUDS. 3.5its FT.' __WEW WCONST. =LTi-OU;LET NON-RESID. . U. @7.501 &PO'WE.RAP= US 0 CIR. 20 g 1.00 Ex. Occup. OUTLET OR FIXTURES BAL 9 .50 Ex. Occup. , "xEDA'(R=,.)O,',)_ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 pQQL PIR=TC PERMITFEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling - I Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ — CONST. TYPE TOTAL F�E �380. 00 - — I.L� —Not I C61F I PARC L I PID I HD f ISSUE. A 17 1 7__r_t�_ This permit is herebX i d f d the un of the B fle Coun and/er Resolutions indica d e for hich fees ave By PERMIT EXPIRES ON applicable provisions to do work been paid. D7 -3 04 (Dw-) ReceiptNo. WHITE-D.D.S.-B.D. , CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT ER's UDMER NTY OF BUTTE - DEPARTMIEN� OF DEVELOPMENT SERVICES - BUIL ING DIVISION 1 7 County Center Drive - Oroville, California 95M , Telephone (530 538-75410.73,— �mp APPLICATIO N AND PERMIT A ? Z- 1 — / I BUIUDINGPERMIT Worm �P--E- ZiFOR E ---- MHz zk /-- USF-OFsTRUCTURE [3 Duplex'[3 Moblahorna 0, Other TypE OF WORK aw 0 Addition 0 Remodel 0 LVIllies 13 Insioation 0 OUr 0 escribe Worla L SIR X C) 4-he"mr- .0 1(46 rtIA m Cc" BUILDINGY�WAT)IDN Fireplace I - I -*I OVnZT OR F—ARM SAL 9 -% Total Valuation FD= APPLNS. OR OWMEM �0:0� Firma Fos Service 2( Permit Fee 2D.DD KA— W.A.— Plan ChacIcirm Fee 23.DO 2 3ff: Energy Plan Checking Fee PERMIT FEE PLUMBING PERMIT Firing Fee 20.DO Eac . :h - Trap -7. 00 '7 - Solar or heat pump water heater ' 23.DD Water pl*g I 5.D0 Ig Each gas water heater or vent I 5.D0 Gas piping systarnI I - S.oullets i S.00 sund"ing sawer 15.00 Moboa Hom I S I G I W G?2D.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.D D Main Service = OR W—. 1 23.1151) Main Service 2=4 -m 10=4 I 4S.DDJ &T -j Ex. Occup. OVnZT OR F—ARM SAL 9 -% EJL Occup. FD= APPLNS. OR OWMEM 5.00 Temporary Service 23.D0 Mobile Home Facilities 2D.DD KA— W.A.— /I I 23.DO PERMIT FEE MECHANICAL PERMIT �RF-fim,(93�F,-1 20-00 VenI 5 6.51D Mobile HDM9 InStaLfiftliDn Fee Energy Inspection Fes ITOTAL FEE $ COF qp- I'D tLmtp I This Permit is hereby issued �Inder the applicable pTovisions of the Butte County Code and/or Resolutions to do York irI a5ove for which faes have been Paid - By Date ------- PERMIT EXPIRES ON COUN7-Y OF bUTTE-DEPARTMENT OF DEVELOPe2ENPIERVQC�%UILDING DIVISION 7 County Center Drive,6roville, TCA -95965'Phone (530)53 8-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Ce -0 _S 5 1 al �_ASSESSOR PARCEL NUMBER 0 q0 - 4 0 9t .Proposed Building Use: .8 !� r -e-.)4 )n C( 16�� 1 Counter Technician: 6( Date: -?7�10 3 Items required in order to 4pply for a perfni-t. �Lll'boxes MUST be checked OR arked NA in order/to a6 -1-Y. 1. Plot plans, 3 or 4 sets, signedyby the preparer of the plans. 0 2. Complete plans, 3 or 4 sets, signed by the p'reparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 4. Engineered truss details and layouts in duplicate. No faxes! ? 0 5. Ener ' compliance design and supporting documentation in duplicate. gy y 0 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, �Z) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 0 T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By, 0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 0 9. Plot plan and business license approval from the City of Biggs .................................... 0 10. Letter of intent for non-residential buildings ....................................................... 0 11. Detached Accessory Building Form filled out by the owner ..................................... 0 12. Hazardous Material Form ............................................................................... 0 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) 0 14. Fees as shown on the attached Schedule of Fees Due Sheet ........... ........................... 60,, 15. Statement of Intent for Non -heated and A/C Buildings .......... 16. Sanitation and plot plan approval from the Environmental Health Department in 160 0 17. City of Chico Plumbing permit ......................................................................... 0 18. California Department of Forestry plan approval 0 paid. Sent. by: . . ...................... 0 19. Planning approval for (A) Use: B)Parking: . (C) Parcel Check: . 0 20. Contact Land Development about 0 Improvements, 0 Drainage ............................... 0 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 0 22. Pre- Inspection for required ................ 0 23. Contractor's license information. (Number, Name Style, Classification) ....................... 0 24. Worker's Compensation Carrier and Policy Number .............................................. 0 25. Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) ..................... 0 26. Letter of Signature authorization .................................................................... 0 27. Recorded copy of Agricultural Acknowledgment Statement .................................... 0 28. Manufactured home utility clearance ............................................................... 0 29. Existing violations and/or expired permits ......................................................... 0 30. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $ 0 31. Other: When issued Telephone Go -7 22 and hold for pickup. I have been inform -ed -of the above d ents for obtaining a building permit. Applicant: Date: 617-7110 3 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by 0 phone, 0, mail,- 0 counter, by Date: "y t Contractor, designer, owner, was advised of the above data, by 0 phone, 0 mail, 0 counter, b Date: Plans reviewed by: -Date: Plans approved by: _Date*� I Structural reviewed by: Date: Structural a' roved by: Date: pp L Note transfer by: -Date: Yellow: Buildine Division TO: FROM: SUBJECi: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Alleclied V,05� Floor Mn Attacho0v"Z Sent to S.D. ?Mjaw A 7 Owner Locatio6 AP# Plan Aporoved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: E�vhronmental Health Specialist Date 8/96 I NOTES RESIDENTIAL PERMIT NO. 040-640,011 lot #2 02-2661 'MEGHDADI,ANDREW �a_�HICO NEW SING E FAMILY OFFICE COPY Address GAS M tr eter By Dateik� �L_ L CT ELECTRIC Mete, By Date(2:� L 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE -SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER -1-12 40e Gf p -e- 12V11_7 -S a- 4 J JOB FINALED Signature CHECKED BY 4 = OK 0 = Not OK - = NotApplicable . = Not Ready 1 . MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #Is 3. 1 . Zoning Requ irements-Setbacks- Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/0 -Concrete Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Plumb.; Cir. Test -Water Supply Test 6. Gas; Location -Test -Wrap;-/ - P' L 'ft. / P Nat. or/ P' L "ft./ PLPG 12. 7. Well Clearance & 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 Ws 1 . Zoning Requirements -Setbacks- Easements 2. Footings; Size-Spaci ng- 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- Reg ulator-Con nector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged , 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1 . Zoning Requ i rements-Setbacks- Easements, 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test- Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify Ws with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ft 1. Zoning Req ui rements-Setbacks- Easements 2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI 3. Decks, Girders and/or Joists -Decking- Bracing -Stairs- Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps- Doors -Landings -12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except Ws 1 . Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5'Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-1 ns. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 = OK 0 = Not OK = NotApplicable = Not Ready Date UNDAFLOOR (Plans) OK excep I/Z52±g-Setbacks-Easemen4FIood-Slope 20g., Main; Soils-Elec. G(pd.-/n/" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 6. Sternwalls, Main; Steel-Blockouts-Wrapped 6. ��walls, Garage; Steel-Blockouts-Wrapped 20�d Downs and Special Anchors A70,- IVSlab, Steel -Wrapped _A_1� 8. Eiers-Fireplace FtgAteel 0o.,*'D.W.V.; Fall- Fitting -Test -2 Way C/0 -Sewer Test 10. JUF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test V' Water Pipe; Test -Anchors -Regulator -Service Test +7.-Ttectric Underground -t3--lQ1Wums & Ducts; Clearance- Material -Su pport-I ns. !!��ers-Sills-Anchor Bolts-Joists-Vents-Crippies &jdCLIress & Ventilation 16. Insulation FA RESIDENTIAL (Single & Duplex) #'S I Date FRAMING'(Cont Date 111;f9`� Card B-1 /-- Date Card B-1 Date . Card B- Date Card B-1 Date 'PLUMIPN'G (Permit) OK except #s 14-Sawer"r.; Vent -Access -Combustion Air Baffle 11��.tgr Pipe; Test & Anchor -Nail Protection 1 0 12!!3�WV.; Test Fittings & Anchor -Nail Protection 71,4fl,94 2D/Shower Pan; Test, First Floor -Tub Access 21. Test.-Tbb & Shower, Second Floor -Tub Access 22�-das Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECJ;RICAL Permit) OK except Ws 24-.**'Fi4uf6 & Transformer Clearance -Ins. Protection 25,-Elec-Receptacles Spacing -Lights & Switches at Doors 25.;;�riz_e Boxes & No. of Conductors Stapled 2��jn talled Close to Edge of Studs & CJ 2�!��il:rGround made up w/Mech Fasteners -Bond Gas & Water 29. -I -Appliance Circuits, in Kitchen & Conductor Size GFI g 30. Subfeed Wire Size/ I /ga,,qu cIVA.c. wire size/ Uge6 or Al 31. Range Circle/ C,,�/§a&u& AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes C3 No 32. Service -Riser Conductors & Ground Main Disconnect 33. �gdip.,Cl'earances Panels- Motors-Mech. Equip. 3*!"CI9tt56s Closet Light -Shower Light -Spa Light 36-0'§moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except Ws . A.CD6cts Insulation & Support 3-A�e vf!�n, Exhaust above insulation . . densate Drain & Overflow, Size & Grade ig*._��ace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40-"'Aftic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMINW(Permit) OK except Ws 4 ill.�,Prop r Materials & Anchors 4 a 6tuds-Nailing Spacing & Braces- Plates -Sound 4��Kg Walls over Girders & Floor Nailing 4_4., -draft Stop in Walls (rat pr000 45. FiZktorp's, Furred Ceilings -Stairs -Chasers -Tubs 44.Aleaders & Beams -Size & Bearing 4T_.Zfing. �Ioist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng. 49--%2plac s or Type A Flue -Fireplace Throat Clearance 511,4ftich�2ess; Size & Romex Protection -Draft Stop -Ins. Baffles 51,r POr p/Windows or Exiting Doors -Sill Ht. & Dimensions 52j._Pd'rage �if6 rotection Framing -RC Channel 53. ProperTy Line Firewall & Openings 54 -.Kt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stai(s; Width- Headroom- Rise- Run- Landing- Fire Protection 56-,Plywg6d on Roof Overhang -Attic Vents -Rafter Outriggers 57. S!;It�p±ailing Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access -Glass Protection-Skvl iqhts- Plastic Olazinq Area Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. lnfiltration48��ndows Date a7 Card 4 Date Card B-1 Date Card Q-1 9 Date Card B-1 Date FINAWlatisYOK except Ws 1-6@'T�urna!5?,Vents-clearance-Comb, Air-Connector- ln_�Gfrage; Above Floor- Ducts-Mech. Protection &&!,'G.F��Bath Fixtures & Tub Access -Spa 96,frec. Trim & SubDanel. Breaker Sizes & Labels 70. 74-.-r,r!pL,ce or Stove, Clearance- Hearth Z2_.Elrec._QjAet��od Panel, Int. & Ext. 7Z_.*W.-FiY_L-,8;<Ppliance; Ground-Air-Gao-Cookinq Clearance 74 -.&Mr ,eCutlets & Receptacles at Kit. Counter 74.-GaEW Fire Door; Swing -Landing -Closure 78--X_C_J�obt in Garaoe-DarnDer in Ga��, Above Floor-Mech. Protection 7!��.-_�& Mech. Equip. Listed for Location _Q-�ec. RegApta-cles in Garage (F.Fl.)-Romex Protection 80,laeal-ation-Foam-Looked in Attic 81. Guard Rails & Deck Construction- Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth CleaFance Looked under Floor Q Yes _. owing InstId./DriveQ-Wes-U No/Walks Q-VesU No/Planters CFVe_s Q No ,z'a _pe A4"Stuc -grown-Finish Tt.:?!rC -Plumbing _:�.it Disconnect, Electrical - A -ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. r Well, isconnect, Electrical, Plumbing ft'Exte��Iec. Trim, G.Fl. Receptacle -U nderg round 89�-�n Pa<on Throughout House 91,-eZrrectionsj��Previous Inspections 92. Gas XOeAeters Tagged, Gas -Electric H&Au- Q er & Sewer Connected -C/O to Grade -HD Approval 941tpprgy Compliance Certificate -Other Certificates Q&o4rf(jreq.,; Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER-DEPARTNMNTAL UMMORANDUM TO: ' BUILDING DIVISION, OROVILLE FROM: c,-Ballew 4— /,/. �rr - , ENVIR. HEALTH, CFECO DATE: 3—z— 43 RELEASE ENV'.,HEALTH HOLD ON BUIYLD FOR: C. , Vo OWNER NAME: , �/,/, it", / SEPTIC: WELL: Q7'1�� DRESS/LOCATION- AP#:"V — 6 - j Comments: GUmemos/relmehold COUNTY OF BUTTE . . I . . . . ; 4 ''BUILDING DIVIS-ION .... .... DEPARTMENT OF'DEVELOPMENT SERVICES 411 %Ml�i)!§ Chig;6,.CA - (530) 891-2751 6-firlt6ir V 'Ile, CA (530) 538-7541 7 Cou4y C il 6 -0roVl CORRECTION NOTICE / c,9- 24"11 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work'Is' completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. A/ .... COUNTY OF BUTTE— . ..... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street o Chico, CA o (530) 891-2751' 7 County Center Drive - Oroville, CA o (530) 538-7541 CORRECTION NOTICE X. t-6 Hfiw OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is, completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. W 00 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 6o, OWNER PER�MIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date REV 10/92 Inspector C-3 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: c,f3slamid.Ty. ENviR. HEALTH, cFuco DATE: 3— L— 43 RELEASE E HEALTH HOLD ON BUkILDIN FOR: 1 rc T Y OWNERN X —9RlD'rT Con=ents: GL/memostreleasehold DRESS/LOCA n., TION: 7a 'i - A.,v. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 * Telephone (530) 538-7541 PERMIT NO. (Rev. 12/9153) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040_640-Q11 �Qrtion ZONING ';R-1 BUILDINGPERMIT ,'MHDADI JI MDPEW TELEPHONE 624-5189 SO. FT. OCC. BUILDING VALUATION 3101 R,.J167,454.00 "Iff(MOT"GRovE cr. CHICO, CA 95973 870 U 15,660.00 CO (�MS NAME TELEPHONE 343 C 4.45S.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 1$ 187,573.00 ARCHITECT OR ENGINEER LICENSE NO. -Filinq Fee $ 20.00 Permit Fee q q -71 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS A -VF_ CHT Energy Plan Checking Fee $ , se4CL-Dyll VC_ KOT $ PERMIT FEE NO. ' 2 I UJ.11.1.N'S NAME JLJJ PAI�JS �IJBDT22.0, PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0 Duplex 0 Mobilehome 0 Other SPECIFY Each Trap 7.00 93.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Describe Work: NM SINGLE FAMITY MASM#97-42 -Gas piping system 1 - 5 outlets 15.00 15.001 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE- $178-00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR LE:: Main Service .A OR . 23.00 _nn LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 4 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: 0 1, as owner of the property, or my employees with wages as their sole compensation, /Will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW OR ADONS. ACC S. .�IJNG .0CCUP- 3.50F O, L39. 00 CONS -0 =H,�RC,,T6 @7.50 PO,.W.E.RAP�PARATUS 0". CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FDCrURES SAL @ .50 OR Ex. Occup. O= '(R=16.) El 5-00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 . PERMIT FE E $1 82.0 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. [I I have and will maintain workers' compensation insurance, as required by Section 3700 ofthe Libor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in 'any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date tF,/ 2- V-110 2- Signature of A�p-lic-en-t-- 810wrier 0 Contract -or 13 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 1 6.50 6.90 Ventilation gas fireolace J__ 15,00119-00 PERMIT FEt $ 131.50 Mobile Home Installation Fee Energy Inspection Fee $ 46.00 Occ 'R3 CONST. TYPE VN TOTAL FEE $ 17 FLQ0Vl X IDF __I [ L>V 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 Pate PERMIT EXPIRES ON d 1) I (54te) ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT r L C11 COUNTY OF BUTTE -DEPARTMENT OF�DEVELOPMENT SERVICES-BUILB(ING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (536)538-2140 PERMIT APPLICATION DATA SHEET/ OWNER: 1)29 ASSESSOR PARCEL NUMBER V Proposed Building Use: Counter Technician: kzw Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .0L E Plot plans, 3 or 4 sets, signedty the preparer of the plans. -g:-,2 -Complete plans, 3 or 4 sets, signed by the Ireparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 04. Engineered truss details and layouts in duplicate. No faxes! 0 5. Energ' compliance design and supporting documentation in duplicate. y 06. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 07. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 4 , Items required for initial plan review. If checked items have not been received, plan review cannot proceed. indexed and returned to the plan review line-up when required items are received. - Date Received '0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 0 9. Plot plan and business license approval from the City of Biggs .................................... 0 10. Letter of intent for non-residential buildings ...................................................... 0 11. Detached Accessory Building Form filled out by the owner ....................... I ............. 0 12. Hazardous Material Form ................................................................................ 0 13. Other The.permit will be Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 0 15. Statement o ' f Intent for Non -heated and A/C Buildings .................................... k )>,�16. Sanitation and plot plan approval from the Environmental Health Department in a It _02, OR;7. City of Chico Plumbing permit ........................................................................ W,f1r87 California Department of Forestry plan approval 0 paid. Sent by: ...................... I *9. Planning approval for (A) Use: 0 �'_ (B)Parking: (C) Parcel Check: 0. Contact Land Development about 0 Improvements, 0 Drainage ............. ** * ' - 2 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 0 22. Pre -Inspection for required ................... 0 23. Contractor's license in rmation. (Number Name Stvle Classification) II ...................... 0 24. Worker's Compensation Carrier and Policy Number .............................................. 0 25. Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) ................. I ..... Letter of Signature authorization .................................................................... J Recorded copy of Agricultural Acknowledgment Statement .................................... 0 28. Manufactured home utility clearance ............................................................... 0 29. Existing violations and/or expired pen -nits ......................................................... 0 30. D Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $ 0 3 1. Other: When issued Telephone and hold for pickup. I have been informed of -the above items and requirements for obtaining a building permit Applicant: Date: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer,'owner, was advised cf the above data by 0 phone, 0 mail, Li cour Contractor, designer, owner, was advised of the above data by 0 phone, 11 mail, 0 counter b Plans reviewed by: -Date: — Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: 471?- 5 —Date:_./V,7,?_ Z/ . Yellow' Rtillrfinp Nviqinn Utz ler -Date:- D Date: E.H. USE ONLY Plot Men Anached 7 , Flow Plan Anacft*Z�� Sent to 6. TO: Building Department FROM: Environmental Health I SUBJECT: Sanitation Clearance 0 -- Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public — Private Well I* Clearance for dwelling. Other inal-f NOTE: 012 Environmental Health Specialist Date 8/96 0 . P' - �;;k & 6 / COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALEFORNIA 95965 - TELEPHONE (530) 538-7541 11 OWNER PROPOSED BUI]LDING OF FEES DUE A.P. # D AT E RECEIPT # DATE REC. r- 1. BUILDING PERMIT FEES 7. " r - Balance Due ............... I ........ $ ig ./A2 - � I /- 6 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fe . ............. $ 2. SCHOOL DISTRICT FEES' (paid at District Office) (Available after Plan Check) jt"�iK,5 0,6��fN 3. SHERIFF FEES (paid at Building Division) Residential ...................... —x $360.00 $-340. _6 Units Commercial (sq. ft*.) ................ — x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential .................... X—=$ # Units Amt. Commercial (sq. ft.) ............ —X—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES 1'r7' (paid at District Office) (Available after Plan Check). Jo -un, 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division)' ,J/&7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 11 -6 -alp S, Llm-, I ) L L —a ap, At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Z 2- !,t A -1 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' I (Rev. 6/00) to & BUTTE COUNTY PARKS DEVEWPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) 'OL/O -,� q-0 - al h d? Property Owner -7 / 10 nLA___ Project Location/Addres s J Subdivision -Lot Number(s) Residential Development: (check -one). New Development Alteration/Addition Mobilehome(s) Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative Chico Area Recreation and Park District(CARD) certifies that (Applicant Nan7e) (Phone Number (Street Addreds) C, SCI 7 City) * " (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ /Ot4o CARD Representative PAID BY CHECK NO.. REMARKS: BANK NO.qC)-*LA095J1-Qk1 PAID BY CASH RECEIPT NO —(0 -Oz� Date '41/0V022 07804 8.05AM !A��,TONL $1189.00 Distribution: White--Applica.nt Yellow7-Butte Co. Building Dept. Pink --CARD Goldenro&-'City of Chico Building Dep:t. park.fee (form revised 11/90) BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. q0 —6e A.P.-,Number Jurisdiction: City P e Owner rolp:� a 6L Propert/Location/Address Subdivision s- County 5 Awmv Lot No. -.1— Residential Development PLiving .................................................................................................................. Sq. Footage Noo Mbb=ileHome Addition/ *Supplernental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): ................................................................................................................ . . 4 Commercial/Inclustrial Sq. Footage New Addition (including Exterior aXIN-0-A-0, Roofed Areas) X;t 4/ IQ. Building Department Representative Date , - X, (Floor Plans reviewed by School Districi Personnel) District Identification No. School District certifies that 'A; c, (Applicant) (Street Address) (Phone Number) (City) (State). (Zip Code) has complied with the requirements of Resolution No. k JA by payment of $ representing square feet. AB 2926 $ 11FULL MITIGATION 4 1;21 School District Representative Date - Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District,'in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District- Representative signing- this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm SITE PLAN REVIEW APPLICATION Date: 6? - ILI — AP# Permit Number (if avy . ficable) fo APPLICANT INFORMATION Parcel Size: ?-Z A C, -='6r �4 LA1 _C> Owners Name: Owners Address: &4ZDV C;r I C 0 Telephone No.: .6a L) - '5 a Situs Address: Ejv-r L eyz jQ'%/ WT. 2, Proposed Use: Residential JS New Single Family Residential Ej Single Family Addition Single Family Remodel F� Mobile Home Residential Accessory Permanent Second Dwelling n Temporary Mobile Home (Aunt Minnie) Temporary Travel Trailer Multi -family Non-residential New Commercial F] Commercial Addition Commercial Remodel New Industrial I n Industrial Addition Industrial Remodel Other Septic Well Agricultural Exempt Building Other: Brief Explanation (if necessm,y). DO NOT WRITE BELOW THIS LINE I Approved Conditionally Approved - Resolve Problems Prior to Approval Site Plan Stamped AppIroved By Date ) 0- 10 0'02— Pagel of5 ALL ITEMS CHFCKED APPLY TO THE PROPERTY Parcel Is In: F1 Snow Load Area: - - El Land Conservation' Act Minimum Acreage: El Verify residence can be built per contract F� Nitrate Action Plan (See Environmental Health for standards) - El Watershed Protection Overlay Zone (See attached standards and requirements) R Expansive Soils (Test for expansive soils and if verified proper foundation design required) [] SRA - (CDF to determine specific requirements) F-1 I 00 -Year Flood Plain: (See attac ed) Flood Zone: 1 $P Flood Panel No.: C7151 0 C, —IndexDate: Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) Chapman/Mulberry (See attached standards and requirements) E] Cohasset Area (See attached standards and requirements) 0 Grading Zone (See attached handout) - Use Requires: El Use Permit E] Minor Use Permit Administrative Permit F-1 Minor Variance F-1 Variance ---------------------------------- -------- — — - F-1 Detached Building Use Form F-1 Encroachment Pe rmi F-1 Agricultural Worker Affidavit Agricultural Acknowledgement Statement Zoning: S -)Z — I Applicable Building Setbacks: F-1 Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A NIA NIA F-1 Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula F-1 Fire 0 School* D Parks/Recreation Roads Sheriff El Drainage E] NCSP/CSA 87 D Chico Urban Area — Road El Thermalito Impact Fj Other ------------------ — ---------------------------------- -- — ----------- ----------- Subdivision Map Special Fees Water Tender El Road Improvement 0 North Oroville Area El Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: NO Legal Access Requirid E] No N o Yes: Road Narfie: E] No E] Yes R Yes F1 Yes F-1 Parcel Deemed to be legal [I Verify Legal Parcel Fj Verify Legal Access. []Provide Deed of Creation El Obtain a Certificate of Compliance El Obtain-dMerger El Obtain a Lot Line A4justment El Comply with Old Subdivision Lot Oidinanci`('Mq�s recorded prior to'-Bod"k 17 of Maps Page 23). Construct road to: Parcel size'requirid by .: zone El Meet current Environmental Health Department requirements , Page 3 of 5 in Subdivision Map/Parcel Map: -T�4) 0 PA (-r-r-, S 5 0 _fS Map Date of Recording ) o - j - C> I'2_ Lot: 12— F-1 Use Permit/Minor Use Permit Permit Number: Book: )SS. Page: -3ibe, .1 Date of Approval: 0 Comply with the following Conditions of Approval: A T-r.CI e -H 6�> 11 Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a'pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. Provide an erosion control plan for building and land disturbance on slopes steeper than 3 0%. The Erosion Control Plan must be prepared by a. registered civil engineer or other qualified professional and be submitted to and approved by the' Department of Plublic Works. A plan prepared. by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular* access, and provides for methods to protect the trees identified to be preserved, shall be provided to'and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a bunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -I ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. Measures shall be taken to control fugitive dust emissions from all driveway. and other civil construction associated with residential development. Approved dust control measures- are found in the fugitive dust control plan for the site approved by the Butte County Ak QIwity Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." Fj Engineered foundations are required. n Class A roofs are required. Page 4 of 5 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville', CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forins.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE --[=t Phone (530) 538-7157 Ext. 2016 Number stric . t APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County –roads and highways, all in accordance with County ordinances and general laws. (All infortnation except signature must be typed or legibly printed.) I I 1. App icantXame, Ia. CompanX name: T-4 ar 2. Address: 3. Phone: Assessorls Parcel Number:,.7 5. Location of Work to be Done 7 —% LZ 6. Applicant s ' atu 7. Date, CONTRACTOR'S INFORMATION 8. Contractor's Name 14-0 4, 6L "�� t, , 9. Address 10. Phone'. 3 11. Fax: a.. Cf 3 12. Contractor's License umber.' f :S �; S- 1 -7 97 13. Certificate of Insurance: Y6 No: 14. Contractor's SignoHe--� 14a. Da--teSigned: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: El Gutter: El Sidewalk: El 17. Driveway (Li . st Type): FF` PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this perrnit form) and special conditions written below, permission is hereby granted. 19. Conditions EX ;2,a r7 n J o 7/i4e r) Undetground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 20. KAU work shall conform to accompanying: Detail )KPlans 0 Special Condition's 0 21. Date Issued 22. Expiration Date: Mike Crump, Director of Public Woiks By: Note: it permits are faxed to any number besides (530) 538-4356, they can be delayed up to one Aek. General Conditions – See Page 2 Page I of 2 10/10/02 THIT 13:18 FAX 530 894 1523 PEITZ ARCHITECT e002/003 5EPTIC TANK ANn LEA6H LINES TO BE 5' t1o, MIN, FROM BILD5, AND PROPERTY LINE5, TYP. cr- CL CL C ON6. z (N) NELL P096H z 14 2� PROPO F- H01 0� ol CL 6 3101 P N (N) HELL IN ADJ^CENT LOT \0 M I N. 1:2 00 6AL 5EPTIC, TANK. ZX 3' NIDE REPLACEHENT FIELD LEAC-H LINE W 12' ROCK, TRENCH 5(b " 252'TOTAL MAX. DEPTH, LINEAR FT. Or LEA(SH. LOT 42-U5q 5q. ft. BUILDINC7 4260 sq, Ft. SITE PLAN C0VF=RAC?E 111=411'-O" BUTTE COUNTY GREGORY A. PEITZ ARCHITECT WlKi*Ur4oA-v.Chiw.CA-93M (510)896-3719 o"I'dio"51-on L 0 TOVILUIPW LJCrAil 1WwO,' TWIN PALMS SUBDIVISION for A, R MBD HOMES 0 �J CkIC0 CALEPORNLk ('0611 PPNA_�r� 1� �k,TIONAL INFORMATION SHEET % A W6 6- 4 3 4. 10.00) IRS BUILDING SETBACK LINES ARE AS �HOWN OF MAP kND AS FOLLOWS: LOT 6 'RONT/REAR/SIDE YARD - 50' FROM CENTERLINES OF NTERIOR STREETS, SPEEDWAY, ENTLER 'AVENUES, AND THE I ;OUTHERLY LINE OF THE OLD S.P.R.R RIGHT OF WAY. ?EAR 10' FROM PROPERTY LINE (EXCEPT MERE NOTED) 0.3 31DE lo' FROM PROPERTY LINE LEACH FIELD FREE SETBACKS ARE 5 FROM THE EDGE OF FHE STORM DRAIN TRENCH, 5' FRO� THE EDGE OF THE :)ROPERTY LINE AND 100- FROM EXI,�TING AND PROPOSED WELLS. 3. BUILDING IDENTIFICATION AND/OR ADDRESS SHALL BE INSTALLED N CONFORMANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND MAINTAINED CONTINUOUSLY THEREAFTER. 4. THE SHERIFF'S FACILITIES IMPACT FEE SHALL BE PAID, PURSUANT TO THE PROVISIONS OF CHAPTER - 3, ARTICLE 11 OF THE BUTTE COUNTY CODE, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, SAID AMOUNT SHALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR BUILDING PERMIT. 5. THE'LEACH FIELD AREA IS NOt TO EXTEND BEYOND THE ROADSIDE SETBACKS BUT MAY INTRUDE INTO THE 50' BUILDING SETBACK ALONG THE S.P.R.R. R16HT-OF-WAY PER 13UTTE COUNTY PUBLIC WORKS P 6. PER FLOOD INSURANCE RATEIMAP NUMBER 06007C 0510 D. REVISED APRIL 20, 2000, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS OUTSIDE OF THE 100 YEAR FLOOD PLAIN. 7. LOWEST FLOOR ELEVATIONS �HALL BE A MINIMUM OF 12" ABOVE THE HIGHEST -ADJACENT GRADE.. 8. WELLS ARE TO BE LOCATEDIOUTSIDE THE ROADSIDE BUILDING SETBACKS PER BUTTE COUINTYI'CODE SECTION 10-8, MICH DOES NOT INCLUDE THE 50' BUILDING SETBACK ALONG THE S.P.R.R. RIGHT-OF-WAY. pp ll-;� MON\c1�0\FINAL MAP 5-2(1-020WG 08/nWOP 08:08:34 AM PDT .1. �ALW _-;B2j= Environmental li ealth OCI i - 7 2092 Chico, CA 4A MIN. 1200 6AL SEPTIC TAN<. 5' NIDE - LEACH LINE N1 12' ROCK, TRENCH 56 " MAX. DEPTH. (N) NELL I 0 0o, LOT 42-7&di SCL. ft. BUILDIN6 4260 sq. f t 252'TOTAL LINEAR FT. OF LEACH. 51 TE PLAN SEPTIC TAN< AND LEACH LINES TO BE 5' MIN. FROM BLD6. AND PROPERT--r LINES, T--rP AA ;Dutt (N) NELL IN ADJACENT �LOTi Rwiffilk EPA LD COVERA&E 10.090, LOT 2 LOT GREGORY A. PEITZ TWIN PALMS SUBDIVISION ARCHITECT � for: 393 Rio Undo Ave. Chico, CA. 95926 (530) 894-5719 MBD HOMES 2 CHICO CAUFORNIA xxx 0 IA #A C4 C4 V C; 04 C4 C4 0- 2. 1 & I/o Z- 0 T" 0� W ry 7, - a 61. 6. BUTTE C"UNTY WILDING DEPARTMENT A P P RO VE D� / 0/1710 0- P, //. * - �41-L-e4,f.,- ey 0, C.- L 2.7 Co 0 �e- / -� . 4 70, 1 0 - Z-0 t> -z' C 5 1�1 ,�) AR Iky A. No. C 21283 REN. tN� f, , _'V AND WHEN RECORDED MAIL TO BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 a 10 10;R — fo 10 1-15 r= t2i 1 .4 Recorded I REC FEE Official Records I Count Of BIME CAINDACE J. GRUBBS Recorder ROSEMARY DICVSON I Assistant I Barbara 12:33PM 23 -Oct -29012 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT . FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requiT'ed this acknowledgment to be recorded prior to issuance of a building permit: The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject'to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not Iiinited.to cultivation, plow I ing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience ' or discomfort from normal, necessary farm operations. All that real property situate in the County Of Butte, State of California, described as follows: i **TH-T S DOCIZJENT IS BEING�RECORDED TO CORRECT THE, LEGAL DESCRIPTION FOR. DOCU= SERIAL -NO. 2002-0045904, RECORDED SEPTt0ER 4, 2002, IN BUTTE COUNTY, CA. Date 10/23/02 PkOPERTY OWNERS: State of California County of Butte On 10/23, 2002 before me, J. TUNISON, NOTARY personally appeared ANDREW ". _NEGHDADI personally -known to me (or proved to me on the basispf satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowle4ed to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their sig6ture(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrum�nt. WITNESS my hand an fricial seal. Signatur Seal: J. TUNISON COMM. 9 1234r,72 A.P. # NOTARY PUBLIC-CALIFORIM C BUTrE 0OUNrrY MY COMM. EXPIRES SEPT 18, 2003 10. 0-0 No Order No. 202500 - C EXHIBIT "ONE" PARCEL 1: Lots 1 thru 24, inclusive and Rem I ainder Land, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase 1, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. PARCEL 11: A Non -Exclusive Easement for ingress, egress, drainage, public' utilities and public services over Lot 6, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase 1, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s)186, 87 & 88. Assessor's Parcel No: 040-640-d 11 -000 I 2 4d5� 4 05 0 '11A w -r• 1 ,\ �2 I oil 11 ippiIII.M.—, rpypt� 5°5° S"5° jr-4 I 6eZ°14L, z� 3050 3"5 4"5° 1U5v V3 6CI: LJ,-) 500? 5 b 130 WPM F4UawU0jio,-1 250 oe -T U-� I�rm N� 17vat` P►rv� Cir} � Z a,� `t'Tr ... � ..� s � tonT ''mor V" t� IV SAs}� i�ot l 13 n�At.. � -t io p M AS �, ;. ----- c'� � AMC- f4U4 ' 4001 !jXx o T, T -1r, (i 6�nttt4 wry. b cel l f`= i # ,92d4. S r- , pw", W . 'Fa? fx&jr-1 Poo 04vJp�f ADS. -"o -fop to, ;v a �o — -oDI- two U 1 i / !1 a l w ,? '� c K, N i I �`' M f' -(y, 'r10'r1�Z� y� P4�1 N — gv"N� cn. C� � �n S- QL T� %A s � ,�- IT G tZ RM _ - O i / w C-1 ! E���l, — .4 APPROVEDut County �t Q p x 0�Z �,(L� Environme to Health .._ i Si nature � Z - maalF, PI 3 A4m';-, 4-4 ST, la F�1' dvw -tsiz W,a = 0-ee, 6'a r -r. &,, ovmv cf pe,To • � 1 T 0111 4t i�'"r �F, �Ae d� A. lop r�t ORAWN t -Mw 12 Lid 12 Environmental Health OCT 17 2002 Chico, CA GONG. DRIVE MIN. 1200 GAL SEPTIC TANK. TACH 3611 MAX. DEPTH. (N) NELL PERFECTION Sales, Service, Installation • Uc. #566654 E f f f �� y• I I I � I � 1 ter LOT 42784 sq. ft. BUILDING 4260 sq. ft. COVERAvE 10.0% GREGORY A. PEITZ . ARCHITECT 393 MG Undo.Ave, Q1ico, CA. 93926 (330) 8943719 SEPTIC, TANK AND LEACH .LINES TO BE 5' MIN. FRDM BLDG. AND PROPEERTY LINES, TYP. 252' TOTAL LINEAR FT. OF LEACH. (N) NELL IN ADJACENT OT 1� REPLACEMENT FIELD SITIE FLAN LOT 2 TWIN PALMS SUBDIVISION for: MBD HOMES CHICO CALIFORNIA BUTTE COUNTY BUILDING DIVISION APPROVED N ayQ —hyo-G2�1 LOT 2 0 10 20 30 w so GRAPHIC SCALE ORIGINAL SCALE: 1"= 30' Assessor's Parcel Number: 0 ©0 _ ®®0 _ 0 ©� Size (Acres) 4-2- , g q 0 Owner Name / Address / Phone No. S _ _ Site Location Zoning General Plan Contact: Name c L ,(er r,,, �, -�-5 Phone (o Z,4 -- 7; -?q /.sno &RL PPId040 -640-OZ4 Irl 6N> UNE ELLIS A&E SUPPLIES II4006C t .� �. If ♦ w 10.00 r'll Q -r4+1 S 'PI5e(t G:cCEgo S Pru-oww•NCE A -S 5 Hoc. w • C.Jsrowns p- Ta P -p p Ro` e- v� Z�Er %3p N ITI/YLS JE�,r-� /qAS-FEC Soo --o ol BUTTE COUNTY BUILDING DIVISION APPROVED A1,61" -� /Z 897 EAST 20THSTREET PERFECTION CHICO, CA 95928 POO(916) 895-0437 V License #5666545 SPA GENERAL SPECIFICATIONS t SPA TYPE: MDL # DIMENSION: DEPTH: COLOR TOTAL GALLONS SPA JETS TILE HEATER: PUMP & MOTOR: # AIR BLOWER: ` j GAS LINE: PLUMBING FOR SPA: • ELECTRICAL: CLOCK: EXCAVATION: } DECKING MISCELLANEOUS: SOLAR GENERAL. SPECIFICATIONS 3 SO. FT. POOL SO. FT. PANEL PANEL TYPE PANEL SIZE. :• NUMBER PANELS PLUMB RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLE O DOUBLE O ELECTRIC BY: JOB NO. MAP BOOK N0. -r4+1 S 'PI5e(t G:cCEgo S Pru-oww•NCE A -S 5 Hoc. w • C.Jsrowns p- Ta P -p p Ro` e- v� Z�Er %3p N ITI/YLS JE�,r-� /qAS-FEC Soo --o ol BUTTE COUNTY BUILDING DIVISION APPROVED A1,61" -� /Z 897 EAST 20THSTREET PERFECTION CHICO, CA 95928 POO(916) 895-0437 V License #5666545 A•a50 ,050 r, 91AJ (dAgp(3c,2) 41>01TI o>IJ (a�' 1%50 105v N 0 MAs+w—iw 1 4t)7° #70 44vm> Tr t 0 Gco 2 *7�- :; Za.w ZqT° Oro. A- WIJIA O Z 5=0 �r------------ -- �nJsh►��. y - i2 t� �r�a �,�,Pl � L �oN,. T-r� IF AP 0s a �Mn TO 1 L IRA -A w q/ 9 hQ&- j,�A16 1'r'r, p, M AS Nfthi o ; - "� +� I r�� e, n1 AMC- MW AT HVAC j r ' 6�m44, "�1 �) �/ � � : • � lei I�i lf`=� `�• S MK • , Ppl-, W.jlzckJ�1 Po 11 04� Ao S.-j'o -6wpc, or v AG 0 � 1?ro �j a • ot- .r y1 t' L NPfZ- Z"O ZTitMtL.l�Ip _ Fl I i ��► A, 1 ` 1 ti pr�►,Ic... (; Gat1 *4 �► L0 IL a -7 _ .y ..... `A L �,rqrim T?frdb vp T-1 I,b ,--- ��cl� �,� t cp i 10 1 .. .., NnI9!�* NJAc�M 'Fiu*1 I�rrIG. Z -Ll • }� /� th •--=' '" = _.._.- - - PLANNING DIVISION- BUILDING PLAN APPROVAL r ring-._. i _....�. _...-1�uCG� 2. I :r Use• •G� la Mate: Fo sc:: A aS Parking:.......... dsmping: ._ I Other. Signature: N• �• � �� �� ----- 121 C) Me,fit VADeb v*n%4,q- kW 7—"0 Me> ^;PAL,T a'1A40, mnfl p, -3 0 dl 11 �0 r_r 6,5-- 25-1 / BUTTE COUNTY BUILDING UMISION PMOVM C7/ F Ll - DRAWN C'M i N -�- OR I uhNbaAte f IZ �N 50 -(Y. 4w4f. I Onix Ti* AS W '�-ptSa•� .1 APA V-PTM S Pr� OPi VW� 14C MN PT7M� . M)J 4 go 1T. -5w I NT7 vl�rj-rl I'A-no el. 3 r9Necogid 10. clpp4vtoel;r�` � G H OL �-- - t4 4,edfi. Sty �,5- 4 -7-M �'a'KD Its lv�1213�1. S'� Mtzr1 j�'�iL `�►fz..�ISS SSC' ' � '! 1�� . NJTIAW J�', STvr?,d-M 15. ?Y4 SNS Olil�cZ ?,c4 rtv,ot,i�M lv '— rOWPM� �"�21"�l�-64./3�TA��S1�1� T� �%` V✓J'�v1� Seg nJbs�s, Pct 3 re ilea vtg �� ►G) '(-r'P 9�1*6 l T�R- Oft, Z3 -it - S. I tAr to (pi -iJ yp.*pueijz prz.� / n d Vwi��f poov- Wr� Oym � �orm it 3-0 Y, -p slo a► L1 niv W. I c� fig, I �jtt7t'wrs�� . Iz 14! 0 f4oJP#TlJ T4p�) W 1 slvDS t-33' pr►q , `q� PrS gCvt•. TV,04 h- Jo9. AS Roz..,46 4 ate - h iof s,MJ/-r, +� v-• t rlZ" l 1r•�i M� �J J Wo 12N rS L Id-Arz-- TPt-t�S ,Jvp#"J--W�r oo 'rv�So"CZE ����<wr�)�►� Z. e to �Vr�in� $F�`�i�►ra. -79" Iz." NTTI� - S` po hlo dwow- ar-m a1i-ro Wust' v�h �� o . Gam- , VOWN; T,n SLI wwv M10 4 BUTTE COUNTY APP OP lift 4 h � w CHECKED DATE G � 7 SCALE JD® No. or ®HEFT OF ! r�� SHEETI�! I SOctffd t%�P.v !�H ry TrW.Z- It STV " -m- j r 'A,?P. 5 *I R -S tit a�c,Y-fp; lv7�-1 Z TzS �l� • F, .Ti torr" f5 I ��, qr)"4 2071 Cib.d_l1eAl4M 91ALDR a r -V --e TAALlt f_%JLA.1_.11A11 leeft lMmmmm e 2Nails spaced at 6 inches (152 mm) on centerat edges, 12 inches (30:5 mm) at intermediate mppotia au eW 6 inches (132 arm) mt all suppt where spans are 48 orches (1219 mat) or more. For nailing of wood mreetural panel and particleboard diaphragms and shearwalls, refer to Sections 231 3.3 and 2315.4. Nails for wakll abesthing may be commoq box or ft s*. 3Commom or deformed slunk. 4Commom. 5Ddonn d shaak , 6Corrosiom-resistant siding or casing smile conforming to the requirements of Section 2304.3. 7Fastenatrs spaced 3 inches (76 mm) osLcenter at exterior edges and 6 inches (1.52 mm) on center at intermediate a�pot� eCaromiore-k aut roofing smiles with /16dnch.dimmeter (11 mm) head and i /ranch (38 mm) length for 1/ranch (12.7 mm 13/4 -inch ffor /32-imch (20 mar) silathing�conform to the requirements of Section 2304.3. ) sheathing and 1 /4 inch (44 mm ) 77?,,,"wP;d!gtts hlekgth arils (mat 24 inches (610 mm). Casing or tinbh nails spmad 6 inches (1S2 mm) on panel edges, l2 inches (305 mm)11t intermediate supporta. NOTE: THE 2001 CBC,CPC,CMC,& CEC ARE APPLICABLE TO THIS PROJECT. PROVIDE GFI FOR ALL GARAGE AND OUTSIDE PLUGS. PROVIDE SMOKE DETECTORS IN ALL BEDROOMS AND HALLWAYS ADJACENT TO BEDROOMS AS INDICATED ON FLOOR PLAN. bdtwy operaft showed for ish off PROVIDE APPROVED EARTHQUAKE STRAPING FOR WATER HEATER. FRAMING NOTES: 1. ALL LOAD BEARING MEMBERS m DFSB. U.N.O. (PERGOLA TO BE DF2 TREATED) 2. U.N.O. ALL HEADERS m 4X12" DFSB. 3. ALL NAILING TO COMPLY WITH U.B.C. TABLE 2U- 8-1(PG.3) 4. PROVIDE DOL KING STUD OR STUD$ AT HOLD DOWNS AS NOTED. 5. IF NOTED ALL PSL. SHALL BE 2.0, Fb■ 2800 PSI MIN. S. PROVIDE ATTIC VENTILATION ■ TO 11150 OF PLAN AREA. 7. SF. DENOTES SOLID FRAMING UNDER HEADER. 8. EDGE NAIL ALL PLYWD. TO EAVE BLKING. PROVIDE EAVE VENTS V or. 9. U.N.O. ALL PLYWD. SHEETING • eft" APA RATED OSB. ALL PW NAILING m 8d VCS. 8"ce EDGE,12"oa FIELD U.N.O. 10. FASTNERS FOR PRESSURE TREATED WOODS SUCH AS BUT NOT LIMITED TO PERGOLA ARE TO BE HOT4XPPED GALV. ZINK, STAINLESS STEEL, SILICON BRONZE OR COPPER., EXCEPT WHERE NOT BELLOW Ise ABOVE GRADE OR EXPOSED TO WEATHER. 11. PROVIDE VAPOR BARIOR AND STUCCO LATH OVER ALL EXTERIOR AND FINISH PER ELEVATION PLAN. _ 4,w, ' ' , ' 11 ' ' 1 FOUNDATION NOTES: � 1� ��IO#1 0 V Pxv. 1 ^ 1. ALL FOOTINGS SHALL BE INTO UNDISTURBED SOIL. rOW 0NAW- MA'(M pts jt) �i, t (7 I 2. CONCRETE E SHALL. BE MIN. 2500 PSI. ` �� P� Z • 1..., r. 3. REBAR SHALL BE GRADE 40 AND LMS SHALL 4ox BAR '(� `N HOLD ER MIN. U.N.O. 72 V � 4. HOLD DOWN LOACTIOIUS NOTED ON PL/1N5. " I t� 1 � 5. TYPICAL 3�1e" X 10" ANCHOR BOLTS 12" FOR DOUBLE POUR TO BE LOCATED V OC AND WITHEN 12" OF EACH SILL SPLICE AND/OR CORNER. ICA ALL AS TO HAVE 8" EMBED. WASHERS TO BE 272"X3/1S". C1� I S. WERE APPLICABLE, ALL INTERIOR WALL TO SLAB SHALL HAVE �POWER DRIVEN ACC PINS SPACED 18" oc PER TABLE 4 OF ICBO REPORT ER4545. PINS SHALL BE 2"718" IN LENGTH AND ALL $ILLS SHALL. BE PTS. v 7.UNLESS DENOTED ON PLAN, SLABS SWILL. BE REINFORCED BY ONE OF THE FOLLOWING METHODES: #3 FEW 24" EA. WAY, OR L N M 8X8X10G. WIRE REINF. MESH, OR FIBER MESH MIX IN CONCRETE. S. ALL SILLS SHALL BE 2X RWD. OR -PTMS HIM FIR. 9. MAINTAIN EARTH TO SILL CLEARANCE OF S" MIN. DRAWN + , . PROVIDE WEEP SCREEN TYPICAL PROVIDE 1" MIN CM. WEEP SCREEN TO PORCH SLABS. LATERIAL BRACING:CHEC WWM i1NO W moi. MA PLYWD OVER 2X FRAMING 16"oc. OATS NAB.MIO m Od VCS e" ee EDGE NA M,12"bf: FIW. Lo.mv EO PANEL. LENGTH. (MMI.■ W.) SCALE DENOrfE8 W ORYWALL OVER IV oe 2K F'RAIiNIa NAILS 7'bm MMI. PANEL LENGTH s V. IF WffW AS 0 PANEL, APPLY M WTH SM. JOB NO. 01901M ALTERNATL MUM PAM .. SEE DUAL BUTTE COU TAY 05 - 050 ' SHEET APPROVED OF TPOW S SHEET91 1. Joist to sill or adder, toeadl 2. Bridging to joist, toenail each end 3-8d 3. 1" x 6" (25 mm x 152 mm) subfloor or lap to each join, face nail 2-8d 2„8d 24M 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor b ist, each joface rw7 5. r (51 mm) sabfloor b joist or girder, blind and face =I 16d Z -16d 6. Sole plate to joist or blocking, typical face nail Sole plate to oist or blocking, at braced wall panels 16d a 16" (406 mm 6d at per 0 mm mm) 3-16d 7. lisp plate to stud, end nail 216d S. Stud sok pian 4-8d, toenail or 2-16d, and nail 9. Doubleble le Stena, face trail 16d at 24" (610 mm) o.c.Double 10. Doubled top please, typical face nail top plates, -lap splice 16d at 16" (406 mna) o.c. 8-16d 11. Blocking between joists or mfbm to top conned plate, 3-8d 12. Rim joist to top plate, toenail 8d at 6" (152 mm) o.c. 13. 7trp plates, laps and intersections, face nail 2-16d 14. Continuous header,two pieces 16d at 16" (406 mra) os. along each edge 15 coning joists to plate, toenail 34M 16. Comthmoaa header to read, toensil 4-8d 17. Ceiling joists, laps over partitions, face mil 3.16d 18. Cuffing joids to parallel rafters, face nail 3-16d f 19. Rafter to plate, toenail 3-8d 20..1"' (25 mm) baser to each stW,wA plate, face nail 2-8d 21. 1" x r (25 mm x 203 mm) sheathing or leas to out ;;Frage, hoe no 2-8d 22. Wilder than 1" x 8" (25 mm x 203 mm) sheathing to aaCll baring, hoe nail 3-8d 23. Bmaiit-cep corner studs 16d at 24" (610 mm) o.a 24. Bu illtt-up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at sea spline 25. r (Sl mm) planks 2-16d at each boating 26. Wmod structural panels and parddebowd . Sebfloor and wall sheathing (to framing): (12.7 am) and less 1�" /32"w/4 6d3(15 mm -19 mm) 1 / 1 (22 mm -25 mm) 8cM a gds N3 11/8"-11/e" (29 mm -32 mm) 100 or SO Cawrlrfl r 1--rnderiaymea- (to naming): 3/4" (19 mm) and lees " (x2 m665 m -25 -mm) Avgds d1/4" (29 mm -32 mm) lOtN or 8ds 27. Passel siding (to framing} sy. ` 6 'jam) ) or lass Gds 8d6 28. Ptbmerbowd g: 1/2" (12.7 mm) No. 11 a",e 6d4 25/32 (20 UM) No. 16 p.9 No. 11 ga.e 8d4 29. Interior paneling No. 16 gag 1/4" (6.4 man) 3/e" (9.5 mm) 4410 6411 l^rwrwnw m M* w•iM w.." 1.......1 _..r-.�_Y.t__ y._ 2Nails spaced at 6 inches (152 mm) on centerat edges, 12 inches (30:5 mm) at intermediate mppotia au eW 6 inches (132 arm) mt all suppt where spans are 48 orches (1219 mat) or more. For nailing of wood mreetural panel and particleboard diaphragms and shearwalls, refer to Sections 231 3.3 and 2315.4. Nails for wakll abesthing may be commoq box or ft s*. 3Commom or deformed slunk. 4Commom. 5Ddonn d shaak , 6Corrosiom-resistant siding or casing smile conforming to the requirements of Section 2304.3. 7Fastenatrs spaced 3 inches (76 mm) osLcenter at exterior edges and 6 inches (1.52 mm) on center at intermediate a�pot� eCaromiore-k aut roofing smiles with /16dnch.dimmeter (11 mm) head and i /ranch (38 mm) length for 1/ranch (12.7 mm 13/4 -inch ffor /32-imch (20 mar) silathing�conform to the requirements of Section 2304.3. ) sheathing and 1 /4 inch (44 mm ) 77?,,,"wP;d!gtts hlekgth arils (mat 24 inches (610 mm). Casing or tinbh nails spmad 6 inches (1S2 mm) on panel edges, l2 inches (305 mm)11t intermediate supporta. NOTE: THE 2001 CBC,CPC,CMC,& CEC ARE APPLICABLE TO THIS PROJECT. PROVIDE GFI FOR ALL GARAGE AND OUTSIDE PLUGS. PROVIDE SMOKE DETECTORS IN ALL BEDROOMS AND HALLWAYS ADJACENT TO BEDROOMS AS INDICATED ON FLOOR PLAN. bdtwy operaft showed for ish off PROVIDE APPROVED EARTHQUAKE STRAPING FOR WATER HEATER. FRAMING NOTES: 1. ALL LOAD BEARING MEMBERS m DFSB. U.N.O. (PERGOLA TO BE DF2 TREATED) 2. U.N.O. ALL HEADERS m 4X12" DFSB. 3. ALL NAILING TO COMPLY WITH U.B.C. TABLE 2U- 8-1(PG.3) 4. PROVIDE DOL KING STUD OR STUD$ AT HOLD DOWNS AS NOTED. 5. IF NOTED ALL PSL. SHALL BE 2.0, Fb■ 2800 PSI MIN. S. PROVIDE ATTIC VENTILATION ■ TO 11150 OF PLAN AREA. 7. SF. DENOTES SOLID FRAMING UNDER HEADER. 8. EDGE NAIL ALL PLYWD. TO EAVE BLKING. PROVIDE EAVE VENTS V or. 9. U.N.O. ALL PLYWD. SHEETING • eft" APA RATED OSB. ALL PW NAILING m 8d VCS. 8"ce EDGE,12"oa FIELD U.N.O. 10. FASTNERS FOR PRESSURE TREATED WOODS SUCH AS BUT NOT LIMITED TO PERGOLA ARE TO BE HOT4XPPED GALV. ZINK, STAINLESS STEEL, SILICON BRONZE OR COPPER., EXCEPT WHERE NOT BELLOW Ise ABOVE GRADE OR EXPOSED TO WEATHER. 11. PROVIDE VAPOR BARIOR AND STUCCO LATH OVER ALL EXTERIOR AND FINISH PER ELEVATION PLAN. _ 4,w, ' ' , ' 11 ' ' 1 FOUNDATION NOTES: � 1� ��IO#1 0 V Pxv. 1 ^ 1. ALL FOOTINGS SHALL BE INTO UNDISTURBED SOIL. rOW 0NAW- MA'(M pts jt) �i, t (7 I 2. CONCRETE E SHALL. BE MIN. 2500 PSI. ` �� P� Z • 1..., r. 3. REBAR SHALL BE GRADE 40 AND LMS SHALL 4ox BAR '(� `N HOLD ER MIN. U.N.O. 72 V � 4. HOLD DOWN LOACTIOIUS NOTED ON PL/1N5. " I t� 1 � 5. TYPICAL 3�1e" X 10" ANCHOR BOLTS 12" FOR DOUBLE POUR TO BE LOCATED V OC AND WITHEN 12" OF EACH SILL SPLICE AND/OR CORNER. ICA ALL AS TO HAVE 8" EMBED. WASHERS TO BE 272"X3/1S". C1� I S. WERE APPLICABLE, ALL INTERIOR WALL TO SLAB SHALL HAVE �POWER DRIVEN ACC PINS SPACED 18" oc PER TABLE 4 OF ICBO REPORT ER4545. PINS SHALL BE 2"718" IN LENGTH AND ALL $ILLS SHALL. BE PTS. v 7.UNLESS DENOTED ON PLAN, SLABS SWILL. BE REINFORCED BY ONE OF THE FOLLOWING METHODES: #3 FEW 24" EA. WAY, OR L N M 8X8X10G. WIRE REINF. MESH, OR FIBER MESH MIX IN CONCRETE. S. ALL SILLS SHALL BE 2X RWD. OR -PTMS HIM FIR. 9. MAINTAIN EARTH TO SILL CLEARANCE OF S" MIN. DRAWN + , . PROVIDE WEEP SCREEN TYPICAL PROVIDE 1" MIN CM. WEEP SCREEN TO PORCH SLABS. LATERIAL BRACING:CHEC WWM i1NO W moi. MA PLYWD OVER 2X FRAMING 16"oc. OATS NAB.MIO m Od VCS e" ee EDGE NA M,12"bf: FIW. Lo.mv EO PANEL. LENGTH. (MMI.■ W.) SCALE DENOrfE8 W ORYWALL OVER IV oe 2K F'RAIiNIa NAILS 7'bm MMI. PANEL LENGTH s V. IF WffW AS 0 PANEL, APPLY M WTH SM. JOB NO. 01901M ALTERNATL MUM PAM .. SEE DUAL BUTTE COU TAY 05 - 050 ' SHEET APPROVED OF TPOW S SHEET91 1 , 1, 111 GENERAL NOTES NOTAS GENERALE HAND ERECTION—LEVANTAMIENTOAMANO BRACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Trusses are not marked in any way to identify Los trusses no estan marcados de ningun modo que Trusses 20' or ; <<; , _ Trusses 30' or ; �� \ , EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 s the frequency or location of temporary bracing. identifique la frecuencia o localization de los arriostres a less, support r less, support at , . ; EL ARRIOSTRE EN TRES PLANOS DE TECHO Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, at peak. \ f' - quarter points. t �' Q, Refer to BCSI B7 Maximum lateral brace spacing Installing and temporary bracing of trusses. instalacion y arriostre temporal de los trusses. Vea el folleto This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Summary Sheet 10' o.c. for 3x2 chords Refer to B I 1-03 id to Good Practice for Levante Levante de 9 P p Tempora BCS 1-03 Guia de Buena PraRicZpara el Manejo Incraladon del iso los los cuartos I' z ry and 15, 15' o.c. for 4x2 chords Diagonal braces ' Handling Installing & Bracing of Metal Plate y Arriostr d los Tr s c d Madera onnectados on p 7 Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. Permanent Bracin° 10' Of every 15 truss Conn ct d Wood Tr ,c for more detailed Placas de Metaloara para mayor information. trusses de 20 de tramp los for Parallel Chord spaces (30' max.) information. pies o menos. �- trusses de 30 1 — 1) TOP CHORD — CUERDA SUPERIOR Trusses for more Los dibujos de dlseno de los trusses pueden especificar Trusses up to 20' pies o menos. Trusses up to 30' Truss Design Drawings may specify locations of -0- permanent bracing on individual compression las localizaciones de los arriostres permanentes en los Trusses hasta 20 pies russes hasta 30 pies members. Refer to the BCSI-B3 Summary miembros individuates en compresion. Vea la hoja res6men Sheet - Web Member Permanent Bracing/Web BCSI-B3 para los arriostres Dermanentes y refuerzos "I Reinforcement for more information. All other miembros secundarios (webs) para mayor information. EI HOISTING — LEVANTAMIENTO permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del Q Hold each truss in position with the erection equipment until temporary bracing is installed and of the Building Designer. Disenador del Edificio. truss is fastened to the bearing points. t The consequences of improper handling, installing Sostenga cada truss en position con la gr6a hasta que el arriostre temporal este instalado y el and bracing may be a collapse of the structure, or ` truss asegurado en los soportes. worse, serious personal injury or death. sri� F EI resultado de un manejo, instalacion y arriostre mow s Do not lift trusses over 30' by the peak. Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo Information. Vea el resumer ,. 13C5I-B7 - Arriostre temporal v Permanente de The end diagonal trusses cle cuendasbrace for cantilevered paralelas para mayor trusses must be placed Lateral braces 7 nforma�io7 n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION nadecuados, puede ser la catda de la estrudura o 4� No levante del pito los trusses de mas de 30 pies. *Consult a professional Engineer for trusses longer than 60'. a6n peor, muertos o heridos. * f 7f Tolerances for Out -of -Plane. — Toleranaas para Fuera-de-Plano. j 4 • Consulte a un ingeniero para trusses de mas de 60 pies. IJ Max Bow L �• — Max. Truss Greater than 30' - _ Length —► � Max. Bow Bpyy Length `r * Mas de 30 pies v See BCSI-62 for TCTLB options. Max Bow Length - ► Length --► 3/4" 12.5' HOISTING RECOMMENDATIONS BY TRUSS SPAN Ll 7/8' 14.6 Vea el BCSI-B2 para las opciones 1 /f Tolerances for D/50 D (ft.) 1" QrBanding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO de TCTLB. Ll Out -of -Plumb. 1/4„ T 1.1/8" 18.8' gloves when handling and safety glasses when 'm POR LONGITUD DEL TRUSS e cutting banding. o Tolerancias para 1/2" 2' 1-1/4" 20.8' Empaques y placas de metal tienen bordes Fuera-de-Plomada. n 1-3/8' 22.9' afilados. Use guantes y lentes protectores cu 60° or less Q Refer to BCSIB6 0 Plumb 3/4" 3' P q Summary Sheet- bob 1„ 4- 1-1/2" 25.0' torte los em a ues. 73/4" 29.2' Gable End Frame 1-1/4" 5 r In 1-71 Repeat diagonal braces. D/50 max 1-1/2" 6' 2" >- 33.3' HANDLING MANEJO Vea el LI Approx. 1/2 1-3/4" 7' truss length BCSI B6 -Arriostre Repita los arriostres Tagline del truss terminal diagonales. TRUSSES UP TO 30' Allow no more No permita mas 0 Use special care in Utilice cuidado de un techo a dos CONSTRUCTION LOADING — CARGA DE CONSTRUCCION than 3" of deFlec- de 3 pulgadas de windy weather or especial en dias TRUSSES HASTA 30 PIES a°uas. 1 Set first five trusses with s titer feces, then add dia ovals. Re eat r Do not proceed with construction until all bracin is secure) tion for every SO' pandeo Por cada 10 near power lines ventosos o cera de Iv 1 p p 9 p Q 9 y Maximum Stack Height of span. pies de tram°, and airports. cables electricos o de process on groups of four trusses until all trusses are set. and properly in place. for Materials on Trusses aeropuertos. reader bar Instale los anco primeros trusses con espaciadores, luego los arriostres No proceda con la construction hasta que todos los arriostres Material Height (h) _ diagonales. Repita este procedimiento en grupos de cuatro trusses esten colocados en forma apropiada y Segura. Gypsum Board 12" 0 �+ Toe in EToe-in hasta que todos los trusses esten instalados. Plywood or OSB 16" Do not exceed maximum stack heights. Refer to BC5i=6 Asphalt Shingles Tb—undies Summary Sheet -Construction Loading for more information, Concrete Block e" ° �v Spreader bar for I Spreader bar 1/2 to —�I ) tr -Q h,mrtlec pia tr„�� lor�rh 2 BOTTOM CHORD —CUERDA INFERIOR No exceda las maximas alturas recomendadas. Vea el res6men clay Tile 3-4 tiles high Tagline BC5I-B4 Carga de Conctrurrinn para mayor information. TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Lateral braces x 2x4xl2' length lapped - - T ” 0 0 over two trusses. 10' Attach Locate Spreader bar ' Check banding Revise los empaques 10' o.c. above or stlffback prior to moving antes cle mover los mid -height max. Do not overload small groups or single trusses. bundles. paquetes de trusses. QPick up vertical Levante de la cuerda No sobrecargue pequ0os grupos o trusses individuales. LJ bundles at the superior los grupos Q Avoid lateral bending. — Evite la flexion lateral. f top chord. verticales de trusses.rVNV V 1-71 Place loads over as many trusses as possible. 5,' , ` _ • i ,�-`S" y,•,: -n P w ti I E_ Spreader bar 2/3 to _� LJ Coloque las cargas sobre tantos trusses tomo sea posible. c r P r VV,u �"" 't. ,� t 3/4 truss length p 9 Diagonal braces p as �� � »�a. � agline 9 Position loads over load bearing walls. r t_'t t o C 4 �q F,d01 every 10 truss Q TRUSSES UP TO AND OVER 60' spaces (20' max.) Coloque las cargas sobre las Paredes soportantes. „r e, P(^� 1k+�' TRUSSES HASTA Y SOBRE 60 PIES �j 10'-15' max. ALTERATIONS — ALTERACIONES }+-' Some chord and web members not shown for clarity. Q Refer to BCSI-BS Summary Sheet - Truss Damage Jobsire Modifications and Installation Erro ®( BRACING - ARRIOSTRE Vea el res6men B I -BS Danoc de trusses, Modifi arinnes en la Cara y Errores de Tncralar" MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut, alter, or drill any structural member of a truss unless Refer to BCSI-82 Summary Sheet - Truss In alta- 3 ) WEB _ Do not store No almacene a unbraced bundles verticalmente los tion and Temporary Bmctnp for more information. specifically permitted by the Truss Design Drawing. `^ upright. trusses sueltos. Vea el resumen BCSI-B2 - Instaladon de Trusses No torte, altere o perfore ningun miembro estructural de los ' y Arriostre Temporal para mayor information. Q trusses, a menos que este espedficamente permitido en el dibujo ONE WEEK OR LESS MORE THAN ONE WEEK Web members del dlseno del truss. r.,. C Do not walk on unbraced trusses. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's ko:��, VIi No Gamine en trusses sueltos. prior approval may render the Truss Manufacturer's limited warran null and void. Top Chord Temporary LateraltyLocate round braces for first tru i I Bracing (TCTLB) Trusses que se han sobrecargado durante la construction o han sido alterados sin Una autorizacion,;. „ Q . g te directly previa del Fabncante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. .,• In line with all rows of top chord temporary _ ' Bundles Stored On 111E ground for One '�''w`-� a-,• ` ` lateral bracing. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator if applicable) are ca- "` week or more should be raised b blocking ' ;:+--*^^" :+�.... - gable to undertake the work they have agreed [o do on a particular project. The Contractor should seek any required assistance regarding Y g - - Coloque 105 arriostres de tierra para el construction practices from a competent parry. The methods and procedures outlined are intended to ensure that the overall construction at 8' to 10' on center rimer truss dlrectamerlte en linea con - techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handl =. p - ng, installing and bracing wood Diagonal braces trusses are based upon the collective experience of leading tachy col personnel in the wood truss industry, but muco due tr the nature of Do not store on No almacene en cada una de las filas de arriostres laterales every 10 truss p v v q g g Los paquetes almaCenad05 en la Berra Por � 2x4 min. responsibilities involved, be resented only as a GUIDE for use b a qualified amain Desi ver or Erection/Installation contractor It is ria una semana o mas deben ser elevados uneven ground. tierra desigual. temporales de la cuerda superior. intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, spaces (20' max.) the building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and it does ` ^` con bloques a cada 8 o 10 pies. 10'45' max. not eclude the use of'other g providing ry y by Brace first truss well pr equivalent methods for bracing and ovidin stability for the walls and columns as may be determined x �,,,,•* ',y`*' .0 before Same spacing the truss Erection/Installation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any °= before erection of For long term storage, cover bundles to pre- 4"t',"haASA - as bottom chord responsibility for damages arising from the use, application, or rellance on the recommendations and information contained herein. additional trusses. lateral bracing Some chord and web members not shown for clarity. vent moisture gain but allow for ventilation. .,W Alk Para almacen-amiento Por mayor [iempo,DIAGONAL BRACING IS VERY IMPORTANT WOOD TRUS cubra los paquetes para prevenir aumento _— S COUNCIL OF AMERICA TRUSS PLATE INSTITUTE -- de humedad Pero permits ventilation. 6300 Enterprise lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 608/274-4849 • www.woodtruss.com 703/683-1010 • wwwApinst.org BIWARN11x17 20050501 .,f CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The McCrossin Addition Date..08/24/05 11:57:09 ******* Project Address........ 5 Sayd Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Cl' t Z 11 ima e one........... Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition 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..... 914 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 0.23 1 Slab On Grade 15.3 % of floor area 0.41 Btu/hr-sf-F 0.4 9 ft BUILDING SHELL INSULATION Component, Frame Building Permit Pian Check Date Field Check/ Date ima e one........... Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition 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..... 914 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 0.23 1 Slab On Grade 15.3 % of floor area 0.41 Btu/hr-sf-F 0.4 9 ft BUILDING SHELL INSULATION Component, Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-13 R-n/a R-13 0.088 FRONT, LEFT, BACK SlabEdge n/a R-0 R-n/a F2=0.760 SLAB EDGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Left (W) 40.0 0.410 0.400 Standard Standard Yes Window Left (W) 20.0 0.400 0.400 Standard Standard Yes Window Left (W) 40.0 0.410 0.400 Standard Standard Yes Window Back (N) 40.0 0.400 0.400 Standard Standard Yes SLAB SURFACES Area Slab Type (sf) Standard Slab 914 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The McCrngRin AHHitinn n,4-- no/nn /nr I I, MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM CF -1R User##-MP1333 User -Energy Calculation Servic Run -914 SF Addition Equipment Type RoomHP RoomHP Minimum Efficiency 6.60 HSPF 9.70 EER HVAC SYSTEMS Refrigerant Charge and Duct Airflow Location n/a None No None REMARKS Tested ACCA Duct Duct Manual Thermostat R -value Leakage D Type R-n/a n/a n/a Setback R-n/a n/a n/a Setback All unknown energy values for the existing residence are taken from Table 7-2; Default assumptions for existing building built prior to 1978. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The McCrossin Addition Date..08/24/05 11:57:09 MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition 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.... Company. Address. Phone... License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Phone... 530-894-8466 Signed.. Zy6� (date)- Signed. te MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The McCrossin Addition Date..08/24/05 11:57:09 Project Address........ 5 Sayd Way ******* Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone........... 11 Comnliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition 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- Enforce- er ment *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). *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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MIA .✓ &ZA X// Building Permit Plan Check Date Field Check/ Date Climate Zone........... 11 Comnliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition 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- Enforce- er ment *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). *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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MIA .✓ &ZA X// MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Proiect Title.......... The McCrossin Addition Date..08/24/05 11:57:09 MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition 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. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): 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 A/10 operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The McCrossin Addition Date..08/24/05 11:57:09 MICROPAS6 v6.01 File-05280AD1 Wth-CTZllS92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. `- 150(k)2: Rooms with a shower or bathtub must 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 1 C -2R Project Title.......... The McCrossin Addition Date..08/24/05 11:57:09 Project Address........ 5 Sayd Way ******* Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 r„mn�;a„rA MPtbnH ------ MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition Zone Type ADDITION 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..... 914 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 0.23 1 ReducedYear Slab On Grade 1 8226 cf 914sf 15.3 a of floor area 0.41 Btu/hr-sf-F 0.4 9 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned Thermostat Type 914 8226 0.23 Yes Setback Vent MICROPAS6 ENERGY USE SUMMARY Height Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 16.89 15.76 1.13 Space Cooling.......... 7.97 8.20 -0.23 Total 24.86 23.96 0.90 *** Water Heating not calculated *** 11 Zone Type ADDITION 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..... 914 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 0.23 1 ReducedYear Slab On Grade 1 8226 cf 914sf 15.3 a of floor area 0.41 Btu/hr-sf-F 0.4 9 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned Thermostat Type 914 8226 0.23 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The McCrossin Addition Date..08/24/05 11:57:09 MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments ADDITION - New 1 Wall 237 0.088 13 180 90 Yes None FRONT 2 Wall 238 0.088 13 270 90 Yes None LEFT 3 Wall 197 0.088 13 0 90 Yes None BACK 5 Roof 914 0.031 30 n/a 0 Yes None TO ATTIC PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ADDITION - New 4 S1abEdge 90 0.760 R-0 No SLAB EDGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ADDITION - New 1 Window Left (W) 40.0 0.410 0.400 270 90 Standard/0.76 Standard/0.68 2 Window Left (W) 20.0 0.400 0.400 270 90 Standard/0.76 Standard/0.68 3 Window Left (W) 40.0 0.410 0.400 270 90 Standard/0.76 Standard/0.68 4 Window Back (N) 40.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS SLAB SURFACES Slab Type ADDITION Standard Slab Area (sf) 914 Area Window— Overhang Left Fin Right Fin— Surface (sf) Wdth Hgth Dpth Hght Left Ext Rght Ext Ext Dpth Hght Ext Dpth Hght ADDITION - New 1 Window 2 Window 40.0 20.0 n/a n/a 6.6 5 1 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 40.0 n/a 6.6 1 1 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 40.0 n/a 5 1 1.5 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Slab Type ADDITION Standard Slab Area (sf) 914 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The McCrossin Addition Date..08/24/05 11:57:09 MICROPAS6 v6.01 File-05280AD1 Wth-CTZllS92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition System HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Tested Duct Duct R -value Leakage ADDITION RoomHP 6.60 HSPF n/a None R-n/a n/a RoomHP 9.70 EER No None R-n/a n/a REMARKS All unknown energy values for the existing residence are taken from Table 7-2; Default assumptions for existing building built prior to 1978. ACOA Manual Duct D Eff n/a 1.000 n/a 1.000 HVAC SIZING Page 1 HVAC Project Title.......... The McCrossin Addition Date..08/24/05 11:57:09 Prt Ad5 d d ******* o�ec ........ Say W I-essay Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05280AD1 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -914 SF Addition 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....... Description 914 sf 8226 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 180 deg (S) Heating Cooling (Btuh) (Btuh) 6702 2555 2442 1363 n/a 3326 5202 1709 n/a 0 0 0 14347 8953 n/a 1791 14347 10744 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. LONGFELLow LUMBER CO. INC. Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Z Phone (530) 893-0112 9 (800) 678-0112 S_ Fax (530) 893-0140 s\ E -Mail: trusses@longfellowlumber.com G� �o 01 Customer: JONATHAN MUIR Address: 5 SEGA WAY CHICO Aft C -20E (Rev. 5/05) Job No: MCCROSSIN GARAGE 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 /KC-C-9-)OE)SIK C7A?,AC--7 a ZIA I Symbols PLATE LOCATION AND ORIENTATION 1 3/4 ' Center plate on Joint unless dimensions Indicate otherwise. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. Fort4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. 'This symbol Indicates the required direction of slots in connector plates. 'For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart PLATE SIZE The first dimension Is the width 4 x 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING f" Indicates location of required•! Q` = continuous lateral bracing. BEARING Indicates location of Joints at.j which bearings (supports) occur. ' - Al r 0 c O U O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek Industries, Inc. HYDRO A/R GANG -NAIL General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 2. Cut members to bear tightly against each other. a 3. Place plates on each face of truss at each CIX Joint and embed fully. Avoid knots and wane U at Joint locations. a4. Unless otherwise noted, location chord splices at 114 panel length (f6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss members or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. PANEL TM 01993 Mitek Holdings, Inc. CLIP I II Ix4 CONT BRACE AT BRACE MEMBERS LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS GABLE END STUD 2x4 HF 5TRON15BAGK MAIL TO LEDGER I-V IOd o 12' OL) — 2x4 HF LE06M MAIL TO VERTICAL W/ IOd NAILS) P �-A35 BRACE TO FLAT �H-3 AT 48' OL. A NOTE: THIS DETAIL MAY BE USED FOR M6°55 WITH PITCHED B.C. ALSO. (0) OPTION TO WEB PLATING: Lr -3E (3) - 2' WIRE 5TAPLE5 (0Al2 DIA115 6A) ' TOENAILED THRll WORD INTO K5 I THRU NEB INTO CHORD ON ONE FACE FOR A TOTAL OF b STAPLES. (PI). (51) I MU MU5T 13E PLATED. SD AR�,y IIS' CA /X't D —Loft- . .. Vi 3-IOd NAILS EACH END b-IOd COMMON —2xb DIAGONAL NAILS BRAVE o 48' OL. MAX UNBRACED LFN6TH OF 6ABLE ETD STUD. (2x4 FIR-LARC -0 - STANDARD - 5' -II' - MI AND BTR. TRUSSES —� TO LL 30.0 PSF TG DL 15D PSF NOTE: GABLE END DESIGN BASED BG DL PSF BG LL OA P5F ON i5 NPH WIND, EXPOSURE B' TOT.1.D. 50.0 P5F AT 0-25 FEET MEAN HE16W DURFAC. 1.15 TYPE OF JOB DETAIL JOB NAME LoNo mmH Lumam CITY, STATE CHI CO, GALIFORNIA Date: 10-18-02 Drawn: AK Job no.: 02-II6 Gary Hawkins ARCHITECT (530) 892-2700 1370 RIDGEWOOD DR„ STE.1 O FAx:(530)893-0532 Cmco. CA 95973 garyaichOsbcglobalnet 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) 676 1900 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. IIq FESSI ONG NO. 049919 4 Redong Director of. Western Op RY/ek Job ruse Truss Type Qty Ply MCMROSSIN GARAGE I/deft Ud TCLL 16.0 Plates Increase 1.25 816116583 I MCMR0830 Al CAL HIP 2 1 Lumber Increase 1.25 BC 0.84 Vert(TL) 0.41 12 >691 Job Reference (optional) LongfellOw Lumoer uo., Inc., Gnico, Ga. 66926-1434 6.200 s Feb 11 Z0u5 Mn ek Incusines, Inc. Fn bep uz U6:1a:3U Zuub Hage 1 r1 -0-0i 5-10-15 6-,3-14 12-0-0 17-8-2 1$-1 r1 24-0-0 z5-0-0, 1-0-0 5-10-15 0-4-15 5-8-2 5-8-2 0-4-15 5-10-15 1-0-0 Scale a 1:41.4 5x6 = trim or bend 6.00 12 6 06 = 1♦ r' 1° 1 1 4x6 = 3x4 = 4.12 MT20H = 1.5x4 II 3x4 = 6-3-14 12-0-0 17-8-2 24-0-0 6-3-14 5-8-2 5-8-2 6-3-14 LOADING (psf) SPACING2-0-0 BRACING CSI DEFL in (loc) I/deft Ud TCLL 16.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.22 11-12 >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) 0.41 12 >691 180 BCLL 0.0 Rep Stress Incr NO WS 0.79 Horz(TL) 0.16 9 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) LUMBER BRACING TOP CHORD 2 X4 DF No.1&Btr G *Except* TOP CHORD 3-82X6DFSSG BOT CHORD 2 X 4 DF No.1&BtrG BOT CHORD WEBS 2 X 4 DF Std G JOINTS OTHERS 2 X 4 DF Std G WEDGE Left: 2 X 6 DF SS, Right 2 X 6 DF SS REACTIONS (Ib/size) 2=2728/0-3-8.9=2778/0-3-8 Max Horz 2=36(load case 3) Max Uplift 2=17(load case 5), 9=17(load case 5) PLATES GRIP MT20 220/195 MT20H 165/146 Weight: 139 Ib Sheathed or 2-4-8 oc purlins. Except: 1 Row at midpt 3-5,5-8 Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Brace at Jt(s): 5 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-5631/39, 3-4=-11443/0,4-6=1 115/13, 3-5=-3885/74, 5-8=-3972/74, 6-7=-1115/13, 7-8=-1449/0, 8-27=5420/39, 9-27=5731/34, 9-10=0/22 BOT CHORD 2-14=0/4999,13-14=0/5828, 12-13=0/5828, 11-12=0/5828, 9-11=0/5085 WEBS 3-14=-35/739, 5-14=1127/46, 5-12=-14/238, 5-11=1027/46, 8-11=35!702 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 Ib down and 1 Ib up at 6-5-10. and 312 Ib down and 1 Ib uD at 18-1-1 on too chord. The desion/selection of such connection device(s) Is the 1 i�n RD e`�S'f3Cff8ft!'f�dd�+"`d� t�9Tj T flTi?�i4ll �a4'29iblL�d fi�lFff f $�E .7473 BEFORE USE. Design valid for use only h MlTek connec ors. h's design a based only upon parameters shown, and ' f an Ind! u building component. Appli abili Qf design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown L(aAlL7r�S�(VEFta16daf%eldual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity 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/TPll Quality Criteria, DSB-89 and BCSII Building Component COlitifaletAbnrpfge {available from Truss Plate Institute, 583 D'Onobio Drive, Madison. WI 53719. >i 7 Q¢pF ESS/ON ONG 09919 T OF CA0 September 2,2005 7777 Greenback Lane --• Suite los Citrus Heights, CA, 95810 ..� mil MiTekm Job Tas Truss Type MCMROSSIN GARAGE 818116583 MCMR0830 At CAL HIP 2 1 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928.7434 6.200 s Feb 11 2005 MTek Industries, Inc. Fri Sep 02 08:18:30 2005 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Inerease=1.25 Uniform Loads (plo Vert 1-3=52, 10-27=-52, 2-9=28(F=-14) Concentrated Loads (lb) Vert: 3=-312(F) 27=312(F) Trapezoidal Loads (plf) Vert 3=163(F= -111) -to -6=193(F=141), 3=111(1`) -to -5=141(1`), 5= -141(F) -to -8=114(F), 6=193(F=141Yto-8=-166(F=-114), 8= -166(F=114) -to -27=163(F=111) ® WARxnYO. 7e de 7777 Greenback Lane r{Jjd sign yammetars and READ NOTES ON TH79 AND /NCLUDED lIQ7iS REFERENCE PADS �-7473 BEPOR& USE. --do Suite 109 Design valid of use only with enter connectors. ThisInc design is Incorporation only upon parameters shown, band uilding for an Individual building component Citrus Heights, CA, 915610���� Applicability of design paramenlers 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 responsibilrily, 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/TPI1 Quality CrBeda, DSB-89 and BCS11 Building Component M iTekm Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Job fuss Truss Type Qty Ply MCMROSSIN GARAGE floc) I/deft L/d TCLL 16.0 Plates Increase 818116584 MCMR0830 A2 FINK 5 1 240 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) Job Reference (optional) �onpsenow wmoar w., u1c., wmq �.a. a�acv-r+a+ 31 I -1-0-0I_6-3-4 12-0-0 I 17.8.1z I 24-0-0_ _ _ 25.0-0 1.0-0 8-3-4 5-8-12 &S-12 8.3.4 1-0-01 Scale = 1:44.9 4x4 = 4 3x4 i 10 9 8 3x4 3x4 = 3x4 = 3x4 = 8-2-3 7.7.11 LOADING(psf) SPACING 2-0-0CSI DEFL in floc) I/deft L/d TCLL 16.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.10 8-10 >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) 0.20 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=842/0-3-8,6=842/0-3-8 Max Horz2=36(load case 4) Max Uplift2=-14(load case 5), 6=-14(load case 5) 8-2-3 PLATES GRIP MT20 220/195 Weight: 100 Ib BRACING TOP CHORD Sheathed or 5-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/11, 2-3=1 23610, 3-4=1072/50, 4-5=1072/50, 5-6=-1236/0, 6-7=0/11 BOT CHORD 2-10=0/1098.9-10=01751.8-9=0/751.6-8=0/1098 WEBS 3-10=-262/12,4-10=35/408.4-8=35/408,5-8=262/12 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. LOAD CASE(S) Standard I$ September 2,2005 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND INCLVDED AUTEE REFERENCE PAGE AM -7473 BEFORE USE,7777 Suite 09 Greenback Lane ��e�e�m Design valid for use only with MiiTek connectors. This design 6 based only upon parameters shown, and Is for an Individual building component. Citrus Heights, CA, 956101,^,aw,r. Applicability of design paromenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown I 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/TPII Quality Criteria, DSB-89 and BCSI11 Bullding Component M iTekm Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719.