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HomeMy WebLinkAbout028-240-0274 9/tea/�l� -27 VIVA K. TALLEY ;Z t1 ESS Laporte Rd, 2nd house N of church Bangor =- Permit#4627-80E(ele ser ch)SF == = 28_ --24-_27 Viva Talley E/S LaPorte Rd.,app.3/10 mi.N.of inters.of Oro Bangor Hwy, Bangor Permit #906-8 ,E(addition remodel/SF) 028-240-027 06-0083 MILLER, TIM 5774 LA PORTE RD, BANGOR Cont: OWNER ADD -DECK, COV � 41� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060083 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury, that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/03/2006 APN:O28-240-027-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 5774 LA PORTE RD BAN Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: ADD SF(800)OPEN(190)COV(100) Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MILLER TIMOTHY G & KIMBERLEE J 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 the Contractor's State License Law (Chapter 9 commencing with Section 5774 LA PORTE RD 7000) of Division 3 of the Business and Professions Code) or that he or BANGOR, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95914 applicant to a civil penalty of not more than five hundred dollars ($500).): (530)679-1123 lYJ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: MILLER TIMOTHY G &KIMBERLEE J 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 orie 5774 LA PORTE RD year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of BANGOR, CA sale.). 95914 ❑ 1, as owner of the property, am exclusively contracting with (530)679-1123 licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article of (tie Pusinefs andl Professions Code Date: _wner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: i ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of, Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: Carrier: Policy #: ❑ 1 certify that in the performance of the work for which this permit.is Total Square Ft: 1090 S.F. issued, I shall not employ any person in any manner so as to Valuation: $55,500.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 33.7q Date: lG� f j 1 o Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one CJ I t hundred thousand dollars ($100,000), in addition to the cost of-r�l r compensation, damages as provided for in Section 3706 of the Labor `� / code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the,:F performance of the work for which this permit is issued (Sec 3097 Civ,) ; Res u ons to o Kork indi ted above for which fees have been paid. By: 43 M, Date: Name: PERMIT EXPIRES ON: - Address: - (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner 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 substanc of any official form or document of Butt County. I hereby authorize represent Lives of Butte County to enter upon the above mentioned property for inspection pur o es. ` Print Name: Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENTrOF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION J'- '% /1/7-) moi/ "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Last Name / irst Naj- Address cDr+� City r tate CQ Zipg-5714 Phon a31 Fax E-mail Date Approved: APPLICANT NAME CONTRACTOR Name oGtir�,er Address t+l City, Stat Zip9 PhoneZ Fax E-mail Lic. # Class State License Number Lot # Planner APPLICANT NAME ARCHITECT/ENGINEER Name /L r c� Address �Y City /t'1 - / „ St�� Zip Type Const. Al Subdivision Name E-mail / State License Number APPLICANT NAME Name / i/1/1 �. - 1 Address `- al City Sta zjp7 l Pho L2 J Faxes- - E -mai — / I r .,APPLICANT SIGNATURE _1__12 rN For office use only: -"I V Zoning Property Address 7,74j L� Flood Zone Cross Street SRA a No Occ. Type Const. Al Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. D6-6 BP BIN # LOCATION AP# a -,+U - G a I Property Address 7,74j L� Cil_s nt�pr( Cross Street 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. 6uk•' dre /: i GL��'' Description or Scope of Work: ,loon Oemn Eos Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. rceiveby Amount: SRA OVER FOR SUBMITTAL REQUIREMENTS II K:tFORMSMILDING F0RMS161dgApp1SubRgmts.doc Page 1 of 2 Receipt #: 47T Date: Sheriff SMIP 1 )ther C/ - - --Total REV 6-16-04 Murk - SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit: INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK 4psidential, New, Remodels, Additions, and Accessory Structures: 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). /❑ ` 4. Letter from Engineer or Architect for truss design review. A5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ .6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1.. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3.. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION �� opo KAFORMSMILDING F0RMS13IdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 AIVIS(10;�K3 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUf NG 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: /TJ / j l /T� T� M ASSESSOR PARCEL NUMBER Proposed Building Use: ,4 /(/]/ Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ,p 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. _&- 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevat ns in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 1 � ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form p- 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other alnmg items needed to issue the permit. (May require additional plan review upon receipt of the following items.) e J� 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico lPeoville, as applicable�� ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 1 Erosion Control Plan Required........................................................................ &Y�rlvees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the Citpf Biggs .............................. 22. California Department of Forestry plan approval maid. Sent by: ............. 23. Planning approval for (A) Use: & (B) Parking: (C) Parcel Check: .......... .dto ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... Ta- 30. Owner -Builder Verification (Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone tla 7q" ZU5? �&Y.lW and hold for pickup. I have been informed of the above ems and requirements for obtaining a building permit. Applicant: Date: ! -17 ^ 0 (� 1. Index permit applkatioff for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designerr . as advised of the above data by phone, ❑ mail, ❑ counter, by Date: 6- Contractor, designerl',4 , was advised of the above data by ,❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by/ Date: _ Structural approved by: Date: 47/p� Note transfer by: _ / Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance �. E.H. USE ONLY 'Fiat Plan Attached ; Floor Plan Attachad _ Sant to S.D. / I -In Urn Owner Location AP# Plan Approved for: Sewage Disposal , Water Supply:Public Pr,,. vate Well Clearance for dwelling. Other i j'' W 44 Hold final for: Final clearance O.K. for: NOTE: nmental Health Specialist 1511-47 g v Date 8/96 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner MILLER, TIM & KIM APN No: 028-240-027 Application Date 1/17/2006 Permit No: BP 06-0083 Permit Type: SF ADDITION, COV.D & OPEN D. 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA Res Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (state Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $1,072.31 $428.92 $643.39 Balance of Building Permit Fee 0 $95.00 $204.98 $109.98 $523.92 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $633.90 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 1,$648.94 RECEIPT DATE Tech/Asst 443475 1/17/06 Tammie a Balance of Building Permit Fees (from No. 1 above) $643.39 4,uaioi '3 ; 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* JPerDwelling Per Dwelling Per Applications After 2114/05 ,, SFD ,� MFD u County 1 4096.871 3071.14 MH 2326.36 7633.49 7726.49 7236.49 6475.49 RECEIPT DATE Tech/Asst 0 $100.00 V $200.00 � $5.55 10 Chico Urban Area 1 5372.091 3995. EI Medio Fire District 1 3128.311 2297. 774 Lindo Channel $8,139 North Chico Specific Plan SR -1, SR -3, SR-1/PD 7938.531 6757. R-1 8031.53 ° R-2 7541.53 R-3 6780.53 6850. 6360. 5599. 11 Processing Fee is automatically added to impact fee total 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUAI is completed for applicant to take to respective district office. DRAINAGE FEES* MH 2326.36 7633.49 7726.49 7236.49 6475.49 RECEIPT DATE Tech/Asst 0 $100.00 V $200.00 � $5.55 10 CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,736 771 Comanche Creek $8,069 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $8,792 773 Big Chico Creek $6,596 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUAI is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Oroville Union High SchooW92w I I _rf�?/-) 062- 12a RECREATION DISTRICT FEES* RECEIPT DATE Tech/Asst PERMIT. Forms will be prepared after plan check At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Government codg Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 �T Fo '� I� oCounty \a�yo� ou ou 9 Uc ENCROACHMENT PERMIT G�����-� �- of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Phone: (530) 538-7681 Fax: (530) 538-4356 All information except signature must be typed or legibly rinted Permit !l: NOTIFY COUNTY 24 HOURS -BEFORE WORK IS TO BE STARTED Assessor's Parcel �, -• - Number (Required): 6 2- t2- 5 -oL 4 -, Property Owp".-r-Name: /' 4 Lim M PROPERTY OWNER Phone: `-` `7 � � l I Z Property Address: S 77eJ [.m 'Po;r � e ' O't y Mailing Address (If Different): Work will be performed by: ❑ Contractor ❑ Property Owner Contractor's Name: WORK PERFORMED BY Phone: Address: Fax: Contractor's License Number: Certificate ofinsurance currently 11 Yes El No on file with DeoartmentT Applicant is: ❑ Property Owner ❑ Property Owner's Agent ❑ Contractor ❑ Other: 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. Signature: Date Signed: Road affected: S-74 Lam, Time and Duration of Encroachment: ❑ Permanent Encroachment ❑ Temporary: From To LOCATION Type of -� Encroachment: Driveway ❑ Roadway ❑ Culvert Fence ❑ Pipe/Pipeline ❑ Sign/Billboard ❑ Other Site Plans El Yes El No Attached: PERMIT IS: ❑ GRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) andspecial conditions written below, permission is hereby ranted. 1. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. ❑ All work shall conform to accompanying: ❑ Detail ❑ Plans ❑ Special Conditions 3. ❑ Other Conditions: PERMIT CONDITIONS is i i�� vJ E -F—_ -M - ,03 (To be filled in by County) Date O j Issued: lu Expiration/ C Date: Surety: Date ; Paid: (� Amoun Paid: U11 Paid ' v� By: /�j�i �( Check No: %b� Receipt No.: Mike Crump, Director of Public Works By: For County Use Only Road District: Inspected By: Inspection Completed - OK ❑ Completed -Not OK Results: ❑ Additional Comments Attached Comments: L-..` -S r 1 JX Note: If ermils are faxed to any number besides 530) 538-4356, they can be delayed up to one week. Form: 200506EP Page 1 of 2 _5� L School District l 4(,4 A.P. Number Property Owner Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Building) . Lot No. County ........................................................................................ Residential Development © Q EEI Q :Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group. R) _W.. Units Installation Conversion Permit # '(No foundation inspection) ........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 0 r-N,ew Addition Representative - i trict Identification NoLnt4TSchool rl'lX- District certifies that r G �-7q Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) &W —1122-3 (Street1-�)�yc Address) (Phone Number) ,, C 00 / y (City) (State) has complied with the requirements of Resolution No. FODsquare feet. School District Representative Paid by Check # Remarks: (Zip Code) by payment of $ B 2926 $ ULL MITIGATION $ 6 D' b Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Govemment Code Section 66020(a), within 90 days from the date fees aro paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Foran, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fan to fully mitigate its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feefonn.xls (305*= "e' -• JAN 18 2Wb �%3Tr� BUTTE COUNTY 0 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS 0 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0 —_ - =�� 0 OFFICE #: (530) 538-7541 C, Nay A FEE WILL BE REQUIRED AT TIME OFAPPLICATION "PLEASE PRINT CLEARLY* d % % N. h I-) i ARCHITECT/ENGINEER OWNER Last Name irst Nam Address Zip,? City Q r tate CQ Zp S Phon L�, a Fax E-mail f Planner ARCHITECT/ENGINEER CONTRACTOR Name OWj e 7ZI Address City ` Stat Zip,? Phone Z Fax E-mail Lic. # Class Page Lot # Planner ARCHITECT/ENGINEER Name /]�. r'/ C/ Address Sta V City StT_� O Zip Faxes E -mai — j E-mail / State License Number APPLICANT NAME Name 1 Address G�'7� ' o- City, Sta V Zp� S Pho - � J ! Faxes E -mai — j APPLICANT SIGNATURE For office use only: Zoning Property Address5--/74 �JC-/74 j Flood Zone Cross Street C SRAest" Policy Number No 0�, n Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL KhQUIKtMtN 1,5 PERMIT ' BP BIN# /J . LOCATION C-, � \iU - c-) AP# Ga) Property Address5--/74 �JC-/74 j City�j�� Cross Street C 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. C� Y Description or Scope of Work: /Q pml CeG'll `jj Sq. Footage / ' ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): " I � EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:`( Amount: 99 g SRA Receipt #:) `/ Sheriff 6ill, SMIP )ther Date:` ILL-, �35' lC- Total ., DM/C lC nA ll CLEF FIRE SAFE REQUIREMENTS AP# 028-240-027 PERMIT # 06-0083 NAME: Miller Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fre Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] All new driveway construction or an extension of an existing driveway shall comply with Public . Resources Code 4290 roadway requirements. , [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] Gate entrances shall be at least two feet wider on each end than the roadway they serve The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius shall be used. Addressing [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. [X] Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. C I11 F IN E Q U I R E M E N T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1) All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2) For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [X] If your property was part of a parcel split after 1991, you may be required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. [X] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Fully enclosed eaves [ ] If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves and choose any 2 of the following: L3 Metal or no doors on side toward property line with insufficient setback Li Interior automatic sprinkler system per NFPA 13D o Glass area not to exceed 10% of wall area toward property line with insufficient setback o Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal [ ] No Additional Requirements 01/18/2006 Date Last Revision 1/18/2006 Darren Read Signature CDF FIRE SAFE REQUIREMENTS AP# 028-240-027 PERMIT # 06-0083 NAME: Miller Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] Gate entrances shall be at least two feet wider on each end than the roadway they serve. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius shall be used. Addressing [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reftectorized, and contrast with the background color of the sign. [X] Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. c F Is E Q U I R E M E N T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1) All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2) For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [X] If your property was part of a parcel split after 1991, you may be required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. [X] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Fully enclosed eaves [ j If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves and choose any 2 of the following: E3 Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area.toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal [ ] No Additional Requirements 01/18/2006 Date Last Revision 1/18/2006 Darren Read Signature Butte County Department of -De velopxzlent Services 7 County Center Drive ' Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile $13Tr� p M,11". p p O cOU141 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 9 I need to submit applications for septic and/or well to Butte County, Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel _was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: I I 1 I APN: � Z- 7 Building site address: 577 `t to, P.9f+v Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNAURf OF APPLICANT DATE �30tl� - 6 oy's OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [X] NO [ ]. 2. I HAVE [ ] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: 1-1_7—L)6 NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or. subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. f°7=5'e arc�ne of Public -forks �'5 p C o u n t y o f B u t.. t o 'q. E—k IAMD DEVELOPMENT DlViS1O1�1 Michael Crump, Director S;ormWater Mana;ementPro;rzm 7 County Center Drive Oroville. CA 95.65 l�� p 0 lJrig s (530) 538-7266 AUC WOF� (PAX) 538-7171 'oval Pollutant Discharge Elimination System (i�PDES) Phase 11 National Construction Storm Water Permit and Storm Water Pi�llution Prevention Plan (sWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: 'Project Location andlor Parcel Number:�''i� V� ' � By signing below, I, the project owner/owner's agent, certify that this project WUIL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit fon the State of California .Regional Water Quality Control Board. Phased projects that contain cre but when combined with subsequent phases total more multiple site build -outs of less than one a than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false andlor inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title. Date, r/7'a 6 TITLE 24 REPORT Title 24 Report for: Tim Miller Bangor, CA Project Designer: Alfred Edgar 530-534-7071 Report Prepared By: Don Freemyers Freemyers Design 575 Nelson Avenue Oroville, CA 95965 (530) 533-9365 Job Number: Miller 800 Date: 12/27/2005 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.0 by EnergySoft Job Number: Miller 800 User Number: 6522 I TABLE OF CONTENTS . I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 6 User Number: 6522 Certificate Of Compliance : Residential Insulation (Part 1 of 3) CF -1 R _T_im_M.il.l.e.r -___- Frame Area 12/_2.7_/_200-5 Project Title Azm. Tilt .Eloor Date B -angor _0_0.3.7_ _R_1.9_ _R=0.0_ __0_ 1.80 Wall_ Project Address 1.9.0_ _0.07_4_ -R_1.9_ __R=0.0_ Building Permit # _Er_e_emy-er_s_Des.igri Door None (530) 533-9365 Plan Documentation Author _9.0__9.0 Telephone Check/Date _EnergCompl Nti ee Method _0.0.7_4_ _R_1.9_ _R=0..0_ Climate Zone Field Check/Date Source Energy Use Standard Proposed Compliance _0..07_4_ (kBtu/sf-yr) Design Design Margin_ , Wood_ Space Heating 16.98 13.77 3.21 Space Cooling 23.75 24.06 -0.31 Fans 4.62 4.74 -0.11 Domestic Hot Water 0.00 0.00 0.00 Pumps _0.00 0.00 0.00 Totals 45.35 42.56 2.79 Percent better than Standard: 6.2% Building Type: [X_1 Single Family [X_1 Addition ❑ Multi Family ❑ Existing + Add/Alt Building Front Orientation: (East) 90 deg Fuel Type: Natural Gas Fenestration: Area: 130 ft2 Avg. U: Ratio: 16.2% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name Floor Area .HVAC -System - 800 0.39 0.37 Total Conditioned Floor Area Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: # of Volume Units __6,400 -0.36- OPAQUE SURFACES Insulation Act. ❑Ne Type Frame Area U -Fac. Cay. Cont. Azm. Tilt .Eloor Wood_ 800_ _0_0.3.7_ _R_1.9_ _R=0.0_ __0_ 1.80 Wall_ Wood_ 1.9.0_ _0.07_4_ -R_1.9_ __R=0.0_ _9.0__9.0 Door None 20_ 0._50.0 _None_ _R=0._0 _9.0__9.0 Wall_ Wood_ 1.36_ _0.0.7_4_ _R_1.9_ _R=0..0_ 1.8.0_ 9.0 Wall_ Wood__ 1.8.0_ _0..07_4_ -R_1.9_ _R=0..0_ 0__9.0 Roof Wood_ __80.0_ _0..025_ _R=3.8_ _R=0...0_ 0___0 Zone Type Conditioned_ 800 ft2 n/a ft2 800 ft2 0 ft2 8.0 ft 0.36 1 Thermostat Vent Type Hgt. Area -Setback- 2 -nla Gains Condition Y / N Status JA IV Reference Location / Comments ❑ INe.w20=A4 1.st_Eloor_Addition_800 INQ ❑Ne -w _0.9=A5 1.st_Eloor_Addition_8.0.0 N.ew .28=A4 1.sLF_loo.r_Addition_8.0.0 XI ❑New New _0.9=A5 1.st_Ooor-Addition_800 _0--9=A5 1.st_F_lo-or_Addition_8.0.0 OElNew _01=A1.8 1.st_Eloo.r_Addition_8.00 ID i EnergyPro 4.0 by EnergySoft User Number: 6522 Job Number: Miller -800 Paae:3 of 7 Certificate Of Compliance : Residential Condition JA IV Reference Status (Part 2 of 3) CF -1 R _Tim Miller Project Title _ _ 12/27/2005 Date FENESTRATION SURFACES # Type Area U -Factor' SHGC2 True Cond. Azm. Tilt Stat. Glazing Type Location/ Comments __ 2 Window Eront-(East) 10.10_ Window Front (East) 10.0 _0...3-9.0_NFRC _0...3.7. _NERC. 0.390 NFRC 0_37 NFRC _90_ _90 New -Double -Vinyl -Clad- 90 90 New 'Double Vinyl Clad _1.st_Etoor_Addition_8.0.0__ 1st Floor Addition 800 3 Window Front (East) 10.0 0.390 NFRC 0_37 NFRC 90 90 New Double Vinyl Clad 1st Floor Addition 800 4 _Window Front (East) 10.0 0.390 NFRC 0.37 NFRC 90 90 New Double Vinyl Clad 1st Floor Addition 800 5 6 Window _Front _(East) 6.0 Window Left (South) 15.0 0.390 NFRC 0_37 NFRC 0.390 NFRC 0`37 NFRC 90 _ 90 New _ 180 90 New Double Vinyl Clad Double Vinyl Clad 1st Floor Addition 800 1st Floor Addition 800 7 Window Left (_South) 15.Q_ 0.390 NFRC _037 NFRC 180 __�K New D�I�bI Vinyl lad 1�t FIo9r Ad�fi i n OQ 8 Window Left South) 16.9 0.390 NFRC 0.37 NFRC 180 90 New Double Vinyl Clad 1st Floor Addition 800 9Window 0.76 Lef3 (South) 16.0 --0320 NFRC 007 NFRC 180 00New bt- DouVinyl I d jslFlojoLAdditiona00 _1.0. 11 Wind w Right -(North] 10.0_ Window Ri hg t (North) 10.0 0.390 NFRC 0.37 NFRC 0.390 NFRC 0_37 NFRC 0 00 Now 0 90 New Double Vinyl Clad 1sLFIoor -Ad di i _n800 Double Vinyl Clad 1st Floor Addition 800___ 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B INTERIOR AND EXTERIOR SHADING Insulation Location Condition JA IV Reference Status Location/ Comments Window Overhang Left Fin Right Fin # Exterior Shade Type, SHGC _i Hgt. Wd. Len. Hgt. LExt. RExt. Dista Len. Hgt. Dist. Len. Hgt. 1 Bug_Screen 0.76 2 Bug Screen _ 0.76 _ 3 Bug Screen 0.76 -- 4 Bug Screen 0.76 5_0 2.0 jig __j_o 6.0 6.Q _ 5 Bug Screen 0.76 3.0 2.0 11.0 1.0 8.0 2.0 6 Bug Screen 0.76 5.0 3.0 -20 __0 1 2.0 _2.Q 7 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 6.8 2.5 2.0 0.1 2.0 2.0 9 Bug Screen 0.76 6.8 2.5 2.0 0.1 2.0 2.0 10 Bug Screen 0.76 5.0 2.0 2.0 0.1 2.0 2.0 11 Bug Screen 0.76 5.0 2.0 2.0 0.1 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Condition Location/ Status Comments PERIMETER LOSSES Type Length R -Val. Insulation Location Condition JA IV Reference Status Location/ Comments EnergyPro 4.0 by EnergySoft User Number: 6522 Job Number: Miller -800 Page:4 of 7 Certificate Of Compliance : Residential (Part 3 of 3) CF -1 R Tim Miller _ 12/27/2005 _ Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Central Furnace 94% AFUE Split Air Conditioner 14.0 SEER New Setback HVAC DISTRIBUTION Duct Location Heating Cooling Location Duct Condition Ducts R -Value Status Tested? HVAC System Ducted Ducted Attic 6.0 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated l Tank Energy Standbyl Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE 1 (%) Ext. Multi -Family Central Water Heating Details T _ __ Hot Water Pump _ Hot Water Piping Length (ft)_ Add 1/2" Control w_ `���- #— HP _Type In Plenum Outside Buried Insulation 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Alfred Edgar Address: Telephone: 530-534-7071 (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Documentation Author Name: Don Freemyers Title/Firm: Freemyers Design Address: 575 Nelson Avenue Oroville, CA 95965 Telephone: _(530) 533-9365 (s'ignature) P) 4.0 by Energ _Soft User Number: 6522 — Job Number: Mill& 800 Paae:5 of 7 (date) Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercedes the items marked with and asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not — ENFORCE-! F applicable. - -, _. --- - _ _----.--_---- �----___-- N/A DESIGNER MENT Building Envelope Measures �§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturers labeled R -Value: ❑ ❑X ❑ �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ Q ❑ apply to exterior mass walls). ❑ ❑X ❑ #§ 150(d): Minimum R-13 raised floor insulation in framed Floors or equivalent U -factor. ❑ CXI ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ U ❑ 1. Masonry and factory -built fireplaces have: ❑ Q ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑X ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑X ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑X ❑ 150 f : Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. O 9 P PY q P ❑ X 1A r1 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ L—i § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑X LJ C § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor Q U L.f permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include El ❑ L ❑ CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltratidn Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑X ❑ Coefficient (SHGC), and infiltration certification. ❑ ❑X ❑ 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ U ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ Q ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. ur I Eli J I 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ U L_ having an installed thermal resistance of R-12 or greater. ❑X ❑ ❑ 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ 0 insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150 -AIB or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑ ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑X ❑ F, 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ur I Eli J I entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑X ❑ ❑ EnergyPro 4.0 by EnergySoft -- User Number: 6522 --_ Job Number: Miller 800 Page:6 of 7 I Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑ ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ X❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and X❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ © ❑ support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause § 118 (i): Cool Roof material meets specified criteria 0 ❑ ❑ reductions in the cross-sectional area of the ducts. § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ X❑ ❑ luminaire has factory installed HID ballast. 4. Exhaust fan systems have back draft or automatic dampers. ❑ ® ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ © ❑ dampers. § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ X❑ ❑ 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ ® ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ X❑ ❑ retardant and provides shielding from solar radiation that can cause degradation of the material. 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). 7. Flexible ducts cannot have porous inner cores. ❑ ® ❑ § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of theX❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar healing. © ❑ ❑ b. Cover for outdoor pools or outdoor spas. Q ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. X❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ © ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria 0 ❑ ❑ Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ X❑ ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ X❑ ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑X❑ ❑ OR are controlled by an occupant sensor(s) ceritfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ X❑ ❑ controlled by an occupant sensor that complies with Section f19(d) that does not turn on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are E]X ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ X❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming poolstwater features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. X❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or moreX❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.0 by EnergySoft User Number: 6522 Job Number: Miller 800 Page:7 of 7 JOB: Miller Tim M18 LOCATION: Butte CO. MiTek® TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530) 534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING 0.� TIMBER PRODUCTS INSPECTION ® 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 m IML TRUSS SCHEDULE MiTe Tails � Description Project: MILLER TIM County: BUTTE Contractor: Endeavor Homes I Date: January 10, Zoos Roof: COMP Plan: Snow: o Drawn By: Mw ITaill Cut: Plumb O ,c "X Lj Tim & Kim6erle Miller r i M —i ® M iTekO Re: Miller Tim MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: RI 9668184 thru RI 9668187 My license renewal date for the state of California is September 30, 2006. OQ�tOFESS/pN ONG yG F2 2 W C 49919 L *\ EXP. 04030/06 /* j r January 11,2006 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job russ TrussType Qty Ply 00 5-40 LOADING (psf) SPACING 2-0-0 CSI DEFL 819668184 MILLER—TIM A ROOF TRUSS 4 1 Plates Increase 1.25 TC 0.14 Vert(LL) -0.02 4-6 >999 Job Reference (optional) cnaeavor nomas, uromue, �m vaew o.zuu s aur w zwo mn ex mausmes, mc. i ue aan iu 1o:u:os zuuo raga i 5.4-0 10.8.0 12-2-0 11-6-0 5.4.0 5-40 1-6-0 Scale = 1:22.2 4x4 = 3 = 1.5x4 11 3x4 = �d LUMBER TOP CHORD 2 X 4 DF NO.1&Btf BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=459/0-3-8.4=459/0-3-8 Max Horz2=6(load case 3) Max Uplift2=-31(load case 3),4=-31 (load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24,2-3=-672/0.3-4=-672/0,4-5=0/24 BOT CHORD 2-6=0/596, 4-6=0/596 WEBS 3-6=0/233 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 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 not 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. LOAD CASE(S) Standard OQ�kOF ESS/ON ONG yG Fy C7 m �I C4,Qffl19 I� I,, *\ EXPW9/30/06 /*, January ® WARN]WO - Verth de4gn Parameters and READ NOTES ON THIS AND INCLUDED MITER REPMWNCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane � Des n valid for use on with MTek connectors. This design is based on u Suite 109 Ig N g ly pon parameters shown, and 6 for an individual building component. Citrus Heights, CA, 95610 Applicability of design paramenters 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 responsibillity 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/rPll Quality Crlterla, DSB-89 and BCS11 Building Component �ekm Safety Inforrna8on available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Mi Tek 5.40 5-40 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.02 4-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.04 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 36 lb LUMBER TOP CHORD 2 X 4 DF NO.1&Btf BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=459/0-3-8.4=459/0-3-8 Max Horz2=6(load case 3) Max Uplift2=-31(load case 3),4=-31 (load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24,2-3=-672/0.3-4=-672/0,4-5=0/24 BOT CHORD 2-6=0/596, 4-6=0/596 WEBS 3-6=0/233 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 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 not 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. LOAD CASE(S) Standard OQ�kOF ESS/ON ONG yG Fy C7 m �I C4,Qffl19 I� I,, *\ EXPW9/30/06 /*, January ® WARN]WO - Verth de4gn Parameters and READ NOTES ON THIS AND INCLUDED MITER REPMWNCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane � Des n valid for use on with MTek connectors. This design is based on u Suite 109 Ig N g ly pon parameters shown, and 6 for an individual building component. Citrus Heights, CA, 95610 Applicability of design paramenters 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 responsibillity 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/rPll Quality Crlterla, DSB-89 and BCS11 Building Component �ekm Safety Inforrna8on available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Mi Tek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. ' c2 ca J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane o O u at joint locations. O U " U 4. Unless otherwise noted, locate chord splices CL at 114 panel length (± 6" from adjacent joint.) ce c7 cs BOTTOM CHORDS 5. Unless otherse noted, moisture content of wi For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 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. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. 3 engineer. MiTeke 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MITokO Holdings, Inc. Job russrussType CSI ry y 00 I/deft Lm PLATES GRIP TCLL 16.0 Plates Increase 1.25 RIB 66e185 MILLER—TIM AGE ROOF TRUSS 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 1-6-0 5-4-0 3x4 = 1.50 II 1.5x4 II 6 1.5x4 II 6.200 s Jul 13 2005 MTek Industries, Inc. Tue Jan 10 16:12:52 2006 Page 1 5-40 1-6-0 Scale = 1:22.2 30 = 1.50 II 1.5x4 II 1.5x4 II 1.50 II 3x4 = 1.5x4 II 10-8.0 1.5x4 11 Id LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lm PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.01 11 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 11 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.l&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=188/10-8-0, 10=188/10-8-0, 15=84/10-8-0, 14=84/10-8-0, 17=151/10-8-0, 16=39/10.8-0, 13=39/10-8-0, 12=151/10-8-0 Max Horz2=6(load case 3) Max Uplif2=-53(load case 3), 10=-54(load case 4), 16=23(load case 3), 13=-24(load case 4) Max Grav2=188(load case 1), 10=188(load case 1), 15=84(load case 1), 14=84(load case 1), 17=151(load case 6), 16=42(load case 6), 13=42(load case 7), 12=151(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=-33/15, 3-4=23/24, 4-5=-11/31, 5-6=20/33, 6-7=-20/33, 7-8=11/31, 8-9=-23/23, 9-10=-33/15, 10-11=0/23 BOT CHORD 2-17=0/24, 16-17=0/24, 15-16=0/24, 14-15=0/24, 13-14=0/24, 12-13=0/24, 10-12=0/24 WEBS 5-15=-58/0,7-14=58/0, 3-17=-110/17,4-16=-32/17, 8-13=-32/18, 9-12=-110/17 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the Wind loads generated by 80 mph Winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It 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 not 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" OFESS/ 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 14-0 oc. �� ONG YG 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CV �fi 7) A plate rating reduction of 20% has been applied for the green lumber members. j Gi A 2 LOAD CASE(S) Standard C 4 19 z * EXP. /30/06 yt / A WARNING - 7erth design panameters and READ NOTES ON TzHS AND INCLUDED AUTER REFERENCE pAGE AM -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design b based only upon parameters shown, and is for an individual building component. Suite 109 Appricabi6ty of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 tracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSI1 Building Component ®�m Safety Information available from Truss Plate Institute, 58 D' 3 Onofrio Drive, Madison, WI 53719. " Symbols Numbering System �, General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 44-1 3/4' • Center plate on joint unless dimensions indicate otherwise. l . Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/e -► �- C2 C3 JS 3. Place plates on each face of truss at each o cq joint and embed fully. Avoid knots and wane V �� 3 O at joint locations. U�5 U 4. Unless otherwise noted, locate chord splices O a at '/4 panel length (± 6" from adjacent joint.) •For 4 x 2 orientation, locate 'I Ce C7 cc O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 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. BEARING Indicates location of joints at ® : 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek@ 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type city y 16.0 Plates Increase 1.25 TC 0.49 TCDL 10.0 R19668186 MILLERTIM 8ROOF TRUSS 13 1 J`o0b WB 0.42 BCDL 10.0 Code UBC97/ANSI95 (Matrix) Reference (optional) --a out to 4uu4 mi I—smu.m ice. Iu.o.n w w.14—zuao rug. r 1 -16-0 8-414 16-0-0 23-7-2 32.0-0 , 336-0 16-0 8.414 7-7.2 7-7-2 8-414 16.0 Scale = 1:58.7 4 00 12 4x4 = 4 3x5 = 10 9 8 3x5 = 1.5x4 11 5x8 = 1.5x4 11 8.4-14 1 16.0-0 1 23-7-2 32.0-0 8-4-14 7-7-2 7-7-2 8-4-14 LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.49 TCDL 10.0 Lumber Increase 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr YES WB 0.42 BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Blr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.13 9 >999 360 MT20 220/195 Vert(TL) -0.33 6-8 >999 180 Horz(TL) 0.10 6 n/a n/a Weight: 128 Ib BRACING TOP CHORD Sheathed or 3-6-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9.5-9 REACTIONS (Ib/size) 2=1225/0-5-8,6=122510-5-8 i Max Horz2=-13(load case 4) Max Uplift2=-9(load case 3), 6=-9(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-2749/0, 3-4=1869/0, 4-5=-1869/0, 5-6=-2749/0, 6-7=0/24 BOT CHORD 2-10=0/2537,9-10=0/2530,8-9=0/2530,6-8=0/2537 WEBS 3-10=0/341, 3-9=-905/7, 4-9=0/816, 5-9=905/7, 5-8=0/341 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load - and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 32 It 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 not 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. LOAD CASE(S) Standard OQ�pF ESS/pH ONG m IUJI C 49#9 T t * EXP. 0 30/06 * , A WARNDYG - Ver(y design Parameters and READ NOTES ON THIS AND DYCUMED WTER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design's based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 7777 Greenback Lane Suite 109 5610 - Citrus Heights, CA, 956 -mil is is for lateral support of individual 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/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onotdo Drive, Madison, WI 53719. iw Tekm Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury ,4-13/ 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz ca 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane 0�Nc at joint locations. O U U U 4. Unless otherwise noted, locate chord splices CL O at'/. panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ca ci c6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /&' from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 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. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. 11113 engineer. MiTek0 17\7\3 VWSI 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job russruss Type QtY 00 Plates Increase 1.25 TC 0.10 TCDL 10.0 819668187 MILLER BGE ROOFTRUSS 1 1ply 1 NO -TIM BCDL 10.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) Cnaeavor nomes, vrowu9, GA soW ozuu a JUI 1J Zwo mi I eK Inausmes, Inc. 1 ue Jan iv io;iz:oJ cuuo rage i 16.0.0 32.0.0 33$41 1.60 16-0-0 16-0-0 1.60 Scale = 1:56.7 4.00 12 3x4 = _ id 15 16 .-. 3x4 = 52 51 50 49 48 47 46 45 44 4342 41 40 39 38 37 36 35 34 33 32 31 30 3x4 = 3x4 = LOADING(psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.10 TCDL 10.0 Lumber Increase 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr NO WB 0.03 BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr OTHERS 2 X 4 DF Std G 32-0-0 DEFL in (loc) I/clef! L/d PLATES GRIP Vert(LL) -0.01 29 n/r 120 MT20 220/195 Vert(TL) -0.01 29 n/r 90 Horz(TL) 0.00 28 n/a n/a Weight: 179 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 15=57/32-0-0, 2=186/32-0-0, 42=45/32-0-0, 40=45/32-0-0, 52=147/32-0-0, 51=78/32-0-0, 50=100/32-0-0, 49=95/32-0-0, 48=96/32-0-0, 47=96/32-0-0, 46=96/32-0-0, 45=96/32-0-0, 44=101/32-0-0, 43=66/32-0-0, 39=66/32-0-0, 38=101/32-0-0, 37=96/32-0-0, 36=96/32-0-0, 35=96/32-0-0, 34=96/32-0-0, 33=95/32-0-0, 32=100/32-0-0, 28=186/32-0-0, 31=78/32-0-0, 30=147/32-0-0 Max Horz 2=- 1 3(load case 4) Max Uplift2=-44(load case 3), 51=-14(load case 3), 49=-2(load case 3), 48=-1(load case 3), 47=-1(load case 3), 46=-l(load case 3), 45=-1(load case 3), 44=-1(load case 3), 43=-3(load case 3), 39=3(load case 4), 38=-l(load case 4), - 37=-l(load case 4), 36=-l(load case 4), 35=1(load case 4), 34=-l(load case 4), 33=-2(load case 4), 28=-47(load case 4), 31=-14(load case 4) Max Gravl5=57(load case 1), 2=186(load case 6), 42=54(load case 2), 40=54(load case 2), 52=147(load case 1), 51=78(load case 1), 50=100(load case 6), 49=95(load case 1), 48=96(load case 6), 47=96(load case 1), 46=96(load case 6), 45=96(load case 6), 44=101(load case 1), 43=67(load case 6), 39=67(load case 7), 38=101(load case 1), 37=96(load case 7), 36=96(load case 7), 35=96(load case 1), 34=96(load case 7), 33=95(load case 7), 32=100(load case 1), 28=186(load case 7), 31=78(load case 1), 30=147(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=-26120.3-4=-14/11. 4-5=-10/21, 5-6=-11/31, 6-7=-11/40, 7-8=11/45, 8-9=-0/50, 9-10=-11/59, 10-11=11/68, 11-12=11/78, 12-13=12/87, 13-14=6/93, 14-15=-4/97, 1516=-4/96, 16-17=-6/92, 17-18=-12/86, 18-19=-11!75, 19-20=11/65, 20-21=11/54, 21-22=0/44, 22-23=11/39, 23-24=11/34, 24-25=11/24,25-26=10115, 26-27=-14/8, 27-28=25/20, 28-29=0/23 BOT CHORD 2-52=0/44, 51-52=-0/44, 50-51=-0/44, 49-50=-0/44, 48-49=0/44, 47-48=-0/44, 46-47=-0/44, 45-46=0/44, 44-45=-0/44, 43-44=0/44, 42-43=-0/44, 41-42=-0/44, 40-41=-0/44, 39-40=-0/44, 38-39=-0/44, 37-38=0/44, 36-37=-0/44, 3536=-0/44, 3435=0/44, 33-34=-0/44, 32-33=-0/44, 31-32=-0/44, 30-31=-0/44, 28-30=-0/44 WEBS 1442=-25/5, 16-40=-25/5, 3-52=-108/15, 4-51=-56/19, 5-50=72/17, 6-49=-69/17, 7-48=-69/17, 9-47=-69/17, 10-46=-69/1 11-45=69/17, 12-44=73/18, 13-43=51/12, 17-39=51/12, 18-38=-73/18, 19-37=-69/17, 20-36=-69/17, 21-35=-69/17, 23-34=69/17, 2433=69/17, 25-32=72/17, 26-31=56/19, 27-30=-108/15 NOTES 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 Q�OF ESS /p\ cOONG t. CUCJ��1 C 49V9 , *\ EXP. (P/30/I uary 1 A WARMNO - Ver(ry design Farametere and READ NOTES ON TNIS AND INCLUDED 6DTER REFERENCE PAOE AW.7473 BEFORE USE. 7777 Greenback Lane • Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 85610 - is for lateral support of individual web members only. Additional temporary bracing to insure stabTity during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 91 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M, ,ekd) Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the 'building plates to both sides of truss and designer, erection supervisor, property owner and all other interested parties. securely seat. LIN'ZI J2 J3 J4 2. Cut members to bear tightly against each 1/g TOP CHORDS other. /e'-► ♦- cz cs J5 3. Place plates on each face of truss at each o cq joint and embed fully. Avoid knots and wane U 3 0 at joint locations. �� h u = 4. Unless otherwise noted, locate chord splices CL a /. at panel length (t 6" from adjacent joint.) • For 4 x 2 orientation, locate co V C6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 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. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 © 1993 MiTek® Holdings, Inc. Job TrussITruss Type Qty 00 879688187 MILLER -TIM BGE ROOFTRUSS 1 IPIY 1 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.200 s Jul 13 2005 Mi -Tek Industries, Inc. Tue Jan 10 16:12:53 2005 Page 2 NOTES 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 32 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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. LOAD CASE(S) Standard 1 ® WARNING - VerUy design Parameters and READ NOTES ON TWS AND INCLUDED WTER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design is based only upon parameters shown, and B for an individual building component. Suite 109 Appticobility, of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilriy 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, consu8 ANSI/TPH Quality Criteria, DSB-89 and BCSIT Building Component ,�,'e� m Safety Information available from Truss Plate Institute, 583 D'Onofrio Madison, adison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. t/8'-► �- c2 cs Place plates on each face of truss at each joint and embed fully. Avoid knots and wane hJ53. U�� 0at joint locations. = 4. Unless otherwise noted, locate chord splices n- aat 1A panel length (± 6" from adjacent joint.) •For 4 x 2 orientation, locate ce c�O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge ill J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 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. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I d 4 43 11,13 engineer. MiTek 7773 70115. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. STANDARD GABLE END DETAIL, PAGEs1 OFX2 *DIAGONAL OR L -BRACING 3/20/00 VARIES TO COM. 12 4x4 = TRUSS CONT nCrGn Iv IAM= GGLvvv 2X4 NO.2 OR BTR. DF -L 1X4 OR 2X3 (TYP) FffVERTICAL STUD TYPICAL 2x4 L -BRACE NAILED F>< X TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINQpsf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANS195 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD amr-M 1 I-IIIVo 31/21 1 1/2" (BY OTHERS ��7� _ < 24" MAX24" O.C. --` NOTCH AT TYP IN 24" O.C. (MIN.) ► . '. 2X4 LATERAL BRACING TOP CHORD AS REQUIRED PER NOTCH DETAIL TABLE BELOW 3x5 = END 'yo •\ WALL RIGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-011- 12 INCH O.C. 6-0-0 12-0-0 8-0-0 9-2-0 s INCH O.C. 5-2-0 -4- OVER 8'-6" 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. 6-0-0 12-0-0 8-0-0 9-2-0 s INCH O.C. 5-2-0 -4- 5--B-- 0 a - - -- 24 INCH O.C. 4_-4-0 s -R -n 13-0-0 R -6-n NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 1 OD NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. ��[ '��f 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. `f 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 OQ9.0FESS/0 0 `' G`�2ni �O STANDARD GABLE END DETAIL PAGES2GOFX2 4/26/00 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (n'P) �\ SIMPSON A34 %�. OR EQUIVALENT 1 GABLE EN 2X4 BLOCK `2X4 ST JD OR BTR SPACED @ 5'-0" O.C. SHALL E PROVIDED AT EACH END OF BRACE. CONNECT AT END WITH BACK W/ 4- 1 Od NAILS. MAX. LENGTH = T-0" STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 N0.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3;2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 1 Od BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" APR 1 3 2004 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. :, i FIRE DAMAGE REPORT - OWNER: LOCATION: DATE: A.P. #0- CONTRACTOR: ZONING: DATE TO INSPECTOR: PERMIT HISTORY:( ) NONE �FOLLOWS� & BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: Residential/# of U Currently Occupiedy 'Abandoned/Vacant Electric: / Yes --,Z No Electric currently On .,/ Off Condition of Electric Gas: Natural Propane None Currently On_ZOff Obvious Problems: Sanitation: / Plumbing Working Well Working Potable Water Obvious SewageProblems Description of Damaged I 0 Estimate Valuation of Damaged Area: //✓ Condition of 01 Mobile Home: Condition of Utilities: Az /T- Insp e� Sketch bu g on reverse and indicate area of damage. Date �Z j I@d& I CDF BUTTE COUNTY FIRE INCIDENT LOG DATE 12/31/2000 REPORT TIME 17:06 INCIDENT NUMBER 14418 LOGGED BY LOCAL FIRE NUMBERi Aae i rx arFim RO STATE FIRE NUMBER F=642 BI CASE NUMBER IaaMaswB J MEDICS LOCATION. r1774 LA POR TE RD. PRA lg7 ECC ❑ RP KIM I PHONE NUMBER 679-1123 I REPORT METHOD 191l WILDLAND FIRES ❑ ESTIMATED ACRES STRUCTURE FIRE RESIDENTIAL OTHER FIRE MEDICAL AIDS PSA/OTHER HA MAT COMMENTS EMD ❑ OES ❑ FIRE INFORMATION FIRE INFO SENT HOW rEM—AIL1 BY MAA TO 7 -DAY LOGGED ❑d INITIALS ITP INCIDENT NAME ILAPORTE START DATE 12/31/2000) START TIME r 16.56 DIAMOND # 1.1-1.8 CAUSE EQUIPMENT LAND USE DOMESTIC ACRES TYPE OF ACRES DIAMONDS ONLY $ DAMAGE TYPE DOLLAR DAMAGE r SAVE 75000.00 INJURIES/FATALITIES ❑ # CIVILIAN INJURIESOJ # CIVILIAN FATALITIES # FF INJURIES r 01 # FF FATALITIES r— 01 FC -40 INFORMATION Newincident j �� FC -40 ❑ DATE OF FC -40 INC AGENCY INC # I INC P# FC -40 COMP DATE I FC -40 COMP BY P� County Notifications W EARS Hard Copy Recieved 0 EARS Checked Agenst EARS Computer ❑ is o 0 �44 O w 1 U i M 'C! C.4 O i1 N� C. O N � y N. O 00 II b 0) 1 �II� - i'' r -i 00 't7 fYl fs3 P4 00 ;rW4 14J 44 44 N 14 % ;H G4 m a� ami • O It 41 + 9 Cl) i''� 41 >+ H d i-7 II N Ol bo w ,a a W 14 cc j 5 c PQ PL4 i r "PERMIT NO. 6-81B,E PERMIT EXPIRES OWNER Viva Talley CONTR. owner ASSESSOR PARCEL 28-24-27 LOCATION E/S LaPorte Rd.,app.3/10 mi. N.of Oro Bangor Hwy, Bangor .4 . I Temp. Power Pole— Called ole_Called PG&E _ 1 Temp. Elec. Service i } Called PG&E_ Temp. Gas Service _ a Cal led PG&E _ JOBNAD (Date) i Signat A V = OK O = Not OK = NDt Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date . MOBILEHOME UTILITIES (Plans) OK except #'s, 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 1Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements _ 2.- Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enc losures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date r ju ju = OK = Not OK = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready e, Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 08. -Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. -Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 5! Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel=Blockouts-Wrapped-Slab r . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 63_�Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg. -!Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test &*-Glazing Area -Glass Protection -Skylights -Plastic 456.- Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors, 10. Water Pipe; Test -Anchors -Regulator -Service Test 11.Electric; Underground V 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date 2 Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINA (Plans) OK except k's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except N's Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 14. Water Ht.; Vent-AccOss-Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 15. Water Pipe; Test & nchors-Nail Protection 16. D.W.V.; Test-Fttngs Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, FirN Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower,', 2n Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth §4--Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection lec. Receptacles Spacing- Lights Sw it2W at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location rze Boxes & No. of Conductors S 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. R ex Inst ed Close to Edge of Studs & C.J. 72. Insulation -Foam -Looked in Attic ❑Yes u' round made Lp w/Mech. Fastene Bond Gas & Water 73. Guard Rails & Deck Construction -Post Caps --24-2-Appliance Circuits in Kitchen &Conductor Size dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor �S -26-_Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 2.4. -Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instl .: Drive Yes ❑ No; Walks es ❑ No; Planters es 1:1 No 28 -Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 49- Equip. Clearances; Panels-Motors-Mech. Equip. 77. 78. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 9e -Clothes Closet Light -Shower Light 79. Water Well; Disconnect, Electrical, Plumbing 11 8 terior Elec. Trim; G.F.I. Receptacle -Underground Card B -I DateCard-BI Date eritilation throughout House Card B -I Date Card -BI Date Glass Protection Date MECHANICAL (Perrr,it) OK except q's 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; l9sulation & Support 85. Water & Sewer Connected -C/0 to Grade -HD Approval 32. Vent Fag; haust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condens Drain & Overflow; Size & Grade 34. Furnace ent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic c ss &Platform if Furnace in Attic C -BI Date .`Z Card -BI Date Card -BI Card -BI Date Card -BI Card -BI Date Card -81 Date Date Card -BI Date _Date Card -BI Date Card -BI Date Date FRAM PI OK exce QG�' Comments at Final: SjJ4s; roper Materia & Anchors Waiis; Studs -Nailing, Spacing & Bracing -Plates -Sound _ - 88-BBearing Walls over Girders & Floor Nailing 39! Draft Stop in Walls (rat proof) _ •40, -Fire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing _ 42.Hgrigers-Post Caps -Anchors -Connectors 4 Ing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfng. gZ-Fir place Ties or Type A Flue -Fireplace Throat _ 4Le<ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Q Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 4Z. Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) COUNTY .OF BUTTE - DEPARTMENT OF PUBLIC WORK PER IT n 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4 APPLICATION AND PERMIT 1.11 ASSESSO PARCEL UMBER �_ —7 ZONI G PE MIT OWN v+ , 4L e TELEPHONE 7'7 SQ.FT. BUILDING VALUATION MBUILDING 0 OWNER'SMAILINGMAI LIt� ADDRESS SAV 0Ril C* ��Flq Y e,v CONTRACTOR'S NAME OG�/�t/�� TELEPHONE -32- v—/ i2 •---POOr i3��Z /w CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 52.00 Filing Fee $ 10.00 LENDER'S MAILING AEYDRESS Permit Fee $ 0.0 ,0-0 ARCHITECT OR ENGI EER LICENSE NO. Plan Checking Fee $ 0 rc a Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 0100 J ESS BUILL�D1_N `ADDRESS n��T� PLUMBING PERMIT Filing Fee 10.00 0 r-�, ® AJEJB �aJY Al Each Trap 2.00 Repair drainage or vent piping 5.00 t2 /3AB f4 0 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets ,--,/ USE OF STRUCTURE SF Ly Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition Remodel L_I Uti ties ❑ Installatio ❑ Other ❑ Describe work: C—X7E1UD Co✓D. PQRF-I(%GLOSE n �41x k-' eG05',�Fr— )t�eok) �� �d®F Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR 00 AMP ORSLESS 5.00 L/1'Tu� pO/ZGF�- Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OC�I?B.El1 OR ADDNS. ACC. BLDGS. �f'((jj II 2� sq ft Z-O� CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ETI -OUTLET 2.50 ea NON-RESID BRA CH CIRC ITS NEW CONSTR I POWER APPARATUS S) NON-RESID. \SINGLE OUTLET CIR. sD 0250 Ex. OCCUp OUTLETS OR FIXTURES BALA1 IXED AP Ex. Occup.�OUT LETS P(RESID )REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ 2r80 Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice o Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgm ts, costs, and expenses which may in any way accrue aga t said C unt n co s q ence of the granting this permit. -� X Date Signature of Applicant - Owner ❑ ontractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in height.ey Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 62-90 U PUP. GROUP zJ TYPE OF CONST. iyp PARCEL Pb HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI R OF PUBLIC MIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dateceipt Lion, No. TE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT This set of plans and specifications MUST be kept on the job at all times and: it is-�unlawf? make any changes or alter*++:anis on same w�t%ut written permission from the Departmen4 Public Works, Co«nty of Butte. 9 ' S U K is 7 �k3 a o� V GO�? IN 6 ceo C; ".\ d\ 01\ c � ad Xie J � o�0 lly A setback of 5 ft. from the Property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except . for a 2 ft. eave overhang, A 5 n s J% A001 BUTTE COUNTY BUILDING DEPARTMENT APPROVED Y, BUTTE COUNTY DEPARTMENT OF 'PUBLIC WORKS SPECIAL INSPECTION REPORT -7��Owner: o, 1 9 �� 7 7 Date of Inspection , ! �� Address':' Tenant: _ - Inspector Building Location: 3 D If . Type of Inspection requested:,". 1. Housing.. 2. Financing 3. Change of Occupancy to 14 Za f� 4. Other (specify) , Present use. of building: - A Sanitation (Housing), , 1. Water closet: 2. Lavatory: ' 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: '1.6. He ating'facilities:' '{ T 7. Natural light and ventilation: 8: Room and space requirements: 9.. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connectior. to sewage disposal: 12. Connection to water -.supply: 13. Rubbish and garbage facilities: 14. Coments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and'roof construction: 5. Fireplaces:' 6. Comments: C. Electrical. 1. Service ground: 2. Receptc :. s: ' 3. Fusing, - 4. Commenr_s: D. Plumbic 1. Fixtures connected and vented: 2. Gas water heater: 3. Cas heating vents: 4.. Comments C E. Other I." Maintenance and repair: 2. Fire hazards: - 3.. Safety hazards: 4. W-eatl!er'protection: 5,.' !Juderfloor and attic ventilation: 6. Coiin. ents: F. Commercial Buildings 1. Reef covering:_ 2. Distance to property lines: 3. Plrysically handlcaFped: 4. &rlkest-oom floors and walls: 5. Exits: . 6. Improvements: 7. Z-Orving:_ . 8. Commerit,.: G. Field Problems or V i c. I a'E i on s 1. Pro,?lem -� Vt lolation (g, 2. 3. -W -E-a T- -a -c' 7-1 "W r e c ow..*c- a d e d : 77A. 's:nfo-r.i7iation only - fl -2. Hold for tcn (10.) days, then wri-.-u letter. r. Write Iletter. 77D. Other: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 Z APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER Z Z 7 ZO ING Z BUILDING PERMIT OWNER • • _ ELEPHONE ` Z S0. FT. OCC. BUILDING VALUATION OWNE'R'S MAILING ADDRESS op CONTRACT R NAIRE ELEP ONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS — Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS / 1 — �� �� �� PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO., SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF�? Duplex❑ Mobilehome❑ Other - SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ //InstallationC Other- Describe work:�-61r ����` !�-1 �'� ���— e, Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee Main service 600V OR LESS 100 AMP OR LESS 5.00 cc., -^P✓V Main service EA. ADD -L 100 AMP 2.50 riV NEW CONST. DWELING OR ADDNS. ( ACCLBLDGS.CCUP.&) 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR MULTI -CUTLET 2,50 ea NO N•RESI D, BRANCH CIRC ITS NEW CONSTR ( POWER APPARATUS &) NON RES,D, SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 50@LBAL@1 0¢ FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESIDJ EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7, Svc r Permit Fee $ cj dV Contractor MECHANICAL PERMIT FiIingFee 3.00 WORKMEN'S COMPENSATION INSURANCE I lase under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in consequence of the granting of this permit. X } ); `t..� \-- `; \`f ( t .4 \ Date-, o �:� �• �` Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ -2 Sir c2rj OCCUP, GROUP I TYPE OF CONST, I PARCEL PD I ND 1 ISSO This permit is hereby issued under sions of the Butte County Code and/or sions work indicated above for which /) pIRECTOR OF PUBLIC /f Bye' I ' PERMIT EXPIRES ate the applicable provi- resolutions to do fees have been paid. WORKS v Date {% /y"� U s .�/ �r/ Receipt No. - / Z G�7 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT eCVk0AA COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS �NS� PERMIT N9. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCE�LJ NUMBER `V L- ZO ING C.� BUILDING PE IT OWNER TELEPHONE zZ T SO. FT. OCC. DING VALUATION OWNEN'S MAIL NG ADDRESS p L LOr� 1c, K771 CONTRACTOR'S N E TELEP ONE CONTRACTOR'S MAILING ADDRESS c CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER CY ��� � � LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRES!(� "e�� d� Y r PLUMBING PERMIT Filing Fee 3.00 1 % .--- e 47 v`C '` Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF�4 Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Irsta11 tion C Other Describe work: G_K Qc[v P c� t e� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee /®AW Main service 600V OR LESS 100 AMP OR LESS 5.00 i5s ct:�) Main service EA. ADD•L 100 AMP 2.50 ',Z, NEW CONST OR ADDNS. ( ACCLBLOGS.LING CCUP,&) 2¢sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, 'as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRCUITS) 2.50 ea NEW •CONIST R. POWER APPARATUS .& & NONRESD. SINGLE OUTLET CIR ( ExOccu . p(OUTLETS OR FIXTURES 50 025C BAL@10Q FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring/ 7c5� Permit Fee $,dam Contractor WORKMEN'S COMPENSATION INSURANCE 1 e under penalty of perjury (check one): . The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ag i st said Cou t 'n co segue c of the granting of this permit. X ��Q-�- Dat ,., Signature of Applicant — Ownei Conr for ElAgentF1work An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE 2SCcJCj OCCUP. GROUP I TYPE OF CONST. F PARCEL PO HD 550 ice/ This permit is hereby issued under sions of the Butte County Code and/or indicated above for which fees E TOR OF PUBLIC By It P RMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date 0�e__Crd �"-CJ _-nee Receipt No. z � WHITE-D.P.W., YELLOW ASSESSOR, PINK -INSPECTOR. GOLDENROD-APpLI CANT I lid CANT STRIPS AT IUSIDE CORNLRZ AS 1,10TE-1, :,l'I f�v,`,�� �� (�,r!•�1 BEOUIRED BY WATERPROOF COArOUG WATEiZPROOFING CAu'BE• �•, PRoTE•CTt;P FROM A4W1410F1 ELASTOME121C, B1rUMINOU6 OR DY ADDITIOU OF WOOD OR SHEARWAL 4E -TE• -PAVER SURFACE WHERE OCCURS OTNE•tt WATERPt2o0F NE'MBRANE OR G0612EDGE NAILING , COATIMC7; EXTEND COATING FROM 16D NAIL AT 6" } 4LoP)" MAY BE AGUIE•VED OG. FULL U11DE12 �,IDIUG to EbGEOK• DECK` ' BY SLOPING J014TS OR (4) a LONG HEIGHT U,ON. �. ( WUER1; A LEVEL SURFACE BLOCKS SPACED--._ " WHERE. SLIP SUET AS REDUIRED WITU EQUALLY ... SO}AE CoATIU64 IS RO?btUIIZED Bel_OW, BY `OCCURS --t4 �# �/ RIPPIUG JOISTS OR ADDING I,a M6 I K FT. FURRING SrRIp6. EDGE NAILING U ftRGM DETWEEN SLOPE' /, IN. P 4,: EMM011 COMM WAIL CIMN , Tin EDGE PLASUIUG W/DRIP t 30 YR. COMP. SHINGLES Of + PLYwD. OR OSB SHTG d • EXTEUDS 41U. UtJDER38A7ii1C9JS WATERPKOOFING. PRErENGR'DyT�RUSSES ,?4'rIc /u 12' GYP. 6D INSIDE WALL ML SQUARE W P. ALL FINISH'"iDBI. 2x6 PLATE `�,,',1t�ER 6EAD ALL$ U.OdV,ONLY IF NOTBP "'j EXT SIDING PER UEADEiz J015T$OLTE D ToFRAMIUG MIU11411%RIM J01ST DEEPEi2 TUAN PLAN l� MOYEMENT. D%K J014T5 To FORM DRIP 1 TYP, 914• R 4x12 HDR N.O.V. CORNER - REAP U.O.N:- -'- r x 2' FILLER VrGYP.BRD. HORIZONTAL SIDING'OI �U 9f W VAU THRU-0UT ?acs STUDS ® 6"• do DETAIL�j � D -FAIL ✓ ' a � W/R-10INSUL SETW. " ` 3r4 PLYWD sHrc NAZI. _ .. -- ' J GLUE I of FLO1. R ; �"`��� C ASIS. T FL S FOR A TIGHT FLP. SYSTEM (16d AT 8 O.C. TYP, UNO.) •_ FRA„; � .a 2X RIM JOIST -- 2X STUDS AT 16" Q.C. UNO. - ^� OR BLOCKING - — 4ac8 G09tDERS d PIER SUPPORT R-19 FUL = POSTOS, PRECAST I r dC O! WIRE ® ' PLYPER WD. PLAN—, AN — , k PIER BILKS. SET IN ,MESH OR PLAS C • 1L ROOF YnFTERS PER WETC;ONC.1b•Sa. .,,_ •••.. ' x 10 =P. FLAN. _ - Y' INTO NOjIST. C1RD. FLOOR JOIST -- P.T. OF SILL W/ ANCHOR BOLT 2? 2x VALLEY NAILER Provide tempered glass 4t all azardous locations 10 16"1y 2 ' ' �' .----. �, EITHER DIR. SIZE do SPACING PER PLAN �-- (USE 1/2' DIA. A.B. AT 6'-0" ' 2 1 95. ROOF 5HEATHING PER (C6C2406.4) �Q N_, 07 IMs�t6 PLATE WFROM ENDS ASHERS s 3 LOWER' FILAN f�Nuous AT a, Glass in egress/ingress do0q, sliding glass doors, , shower doors. 1 TYPICAL SECTION 18' MIN. 6' MIN. 40�1��t�' � _ a • b. glass enclosing shower or bath where window is less :7- TT T than60" above floor, NTh .. � 12 MIN. GH AS REQ'D --1 1 1-=• 1 I -- SLOPE GRADE 5i. OA's AT 6' o,C, y t- AWAY FROM FND. s c.glass within 24""=in. arc of either door edge in'a close position where window is less than 60 above floor. o - Provid(r vent for clothes.dryer to the outside terminate. 6- 3' from openings into the building and show com Mance d p. ' with maximum 14' I th = .- ..... WOOD WITItTN G" OF EART# OR IN CONTCLCT WIT44 11 �� �r 3' cxlt. j` • , , �'xl9 w th {2) 90 -degree bends. C(ONCR£TE SNAt.IL'i3£ YRBSSURE TRECLTE'D .... ; .:1-. ` + � • - --- (cmc 504.3.2h 908.1) #4 CONT. CONT. TOP AND BOT, ..,..., _..� .. 1 .II I I DETAIL— IC N J 1• , Ita X13 IY 1 �... tN'i-� �,,a'► 2 y _`_ h�,�R i �u �+,a„ ., Y ATTACFH TO EXISTING W 31W IJ s 1 ��:�y}'+ r�b�A LAG SClt2EWS @ 2�1" c,/C ... ..._,.._..... ,_1 (,M. acus e 41 11, 64 440 10 - �r• . I 1 ,'' , .r: d •r.r_ ^r,: r.-_ ..�y V O R e!D M BATH s ,-.. , cA A41 --- — — N �i 4 BEDROOM BEDROOM DECK 1 nI' Roar 00 00 ,il�lli ' i I1I'�I Ian Ino ATTACH TO EXISTING W/ 318" . t e 4 + - O `� �0 V 1 / f ala N m AG SCIiEVNS C5 24" C/C r b ID N Cl ct Z4 / \I •_ �, In ENVIRONMENTAL �.. Q LIVING Ex 9 7 42006 _ LA JN R + �- • I I QUtV 16C ! �� �a<c�E n t� OFFICE - R DRIVE I o 4 �- �.. o_ .� Vill ` I n slope. f ' 1 s Qhh ' c f { P r i Egg ATTACH TIO CASTING W/ 3/8" { LAG SCREIWS (� 24" % + �1 N DINING #1 KITCHEN00 a ! ! ••,, I � �.� tom-- . 1 �• [�• �- ,tA ,a._ _ __- �a I ►c ' 00 I OAAWiM •. _- I � I � .• Rom • CMMRKS+q DAYS a ' PLOTTLA.-� 1 DECK ,� .' BxACEPANELLEGEND ^• se���x A `' �/1, "/�" ,/�.T �/ j H ALL OONSTRUClION TO BE PER LATESt CODES; < HP -1 3/8' OS$. SHTOD NAUMO CBC, CPC, CEC al< CMC ion IUD. NEW CALIF. ELECT. CODE -EFFECTIVE 8/1/2005 NEW CALIF. ENERGY CODE- UFEC1'IVE 10/1/2005 BP•2 1!Z" 0YP. BRD. NAILING a 0 Cbolct NAA 7-,U,; It sha11 be the responsibility r the EXISTING I'L OR PLAN 6I� Mf.k PROPOSED ADDITION ���/�N CONTRACTOR to veriy all conditions an dimensions "T ricer t p a commencing work, and shall provide alI blocking and flashing required for a complete job, • r Dimensions to have preference over scaleor. _... 'A I LiMUM „1.30 YR. COMP. SH NIGLES O/ BLDG FELT, 1M PLYWD. SHT'G- W PRE-ENGR'D TRUSSES @ 24" c!c jj/n,,jj��;''" 1��"1///'''''' iii ✓ - � .0 s a APPROVED Butte Counttyy N lMotal Aealth t to G� CAMP. SINGLES Oi 2 -LAYERS OF BLA'G FELT 1W PLYWD. tuie r., SATO & 2x4 RATERS @ 24" C/C �"\ 8CALM • .Jo1! NO. . !QH/E16T • t shall be the responsibility of the BUILDER or the CONTRACTOR to verify all conditions and dimensions prior to commencing work, and shall provide all blocking and flashing required for a complete job. Dimensions to have preference over scale. E CF.-JEL' 1-0 N, r� i pg� 5 4 ... i k ^11 1; to G� CAMP. SINGLES Oi 2 -LAYERS OF BLA'G FELT 1W PLYWD. tuie r., SATO & 2x4 RATERS @ 24" C/C �"\ 8CALM • .Jo1! NO. . !QH/E16T • t shall be the responsibility of the BUILDER or the CONTRACTOR to verify all conditions and dimensions prior to commencing work, and shall provide all blocking and flashing required for a complete job. Dimensions to have preference over scale. E CF.-JEL' 1-0 N, 111 --- - --- - -- ------ --- -- -- _ f ,? Department of Development Service p f o Building Division 0 7 County Center Drive ` Y0 oroville, CA 95965 O d (530) 538-7541 (530) 538-2140 FAX GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table USC 23-11-B-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is I S% (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6' to earth unless it is foundation grade or pressure treated. (1-18C 2320.13) a' Max. Min. 4 x 4 post T@ 5'- 0" o.c_ 4- Intermediate rails Max. 36" Min. spacing shall prevent the passage of a 4" diameter sphere. v N Top of 3/4" cleararfce Top of SIDE VIEW 4' Max. Joist to the edge of Deck -- he wood Min. 2x pressure treated ledger member joist Min. 2 — 3/8" x' lag -- �� bolts or screws. Min. 2 - 1 /2 dia. thru bolts required TYPICAL LEDGER GUARDRAIL An approved post If the deck/porch is 30" Pier posts greater cap connection or greater above the than 3 feet in height Girder or connect girder finish grade a guardrail is need to be diagonally and post with 112^ plywd gussett required. braced between posts Post and 3 - 16d nails f+ top & bottom 4 - 16d nails or n�# an approved post base connection ING 0J. 81()N 1f using precast piers, 12" x 12" Footing 8" Min. embedment wet set precast pier into concrete footing TYPICAL PIER FOOTING i I CAWT STRIP'S AT INSIDE 6012WE126 AS "OTE -c.' ktouiipeD BY wArmppoor- COATIIJ& WATE12FIROOF-11,10 CAW-'5L- PIZOTEICTC-0 FRoM A151ZA4IOU SHEARWAL ELAGrOMMIC, i5irumtmoix OF BY ADDITIO11 OF WOOD 49P WHERE OCCURS O`T14K &TeRPROOF ME-fttAWC- OR COW.Cl2t-TC-_PAVFI2,SIJI2Wt 169 NAIL AT 6- EWE NAILING• COATING; EXTEND C41kTIW& FROM 4LOPt- MAY St ACWIC-VE-D C.C. FULL ULJPt-l? 41DIU& TO LOOS -Or- PECK:— —1y, (4) 64 LONG HEIGHT UDX. E;y SLOPIWC, J014T4 49R, ®LOCKS SFACEp_ WHERE ciypswE.er A4 RtOUIRW WITH WWE12E- A LEVO -L QI?Wr- EQUALLY 14 I2E-,42LIIRtD BeLOW, BY URS SOME- COATIM04 RIPPING Jolq,% OF ADDIWO VOW 1 .1 SLOPE- 1/4 IN. PER FT. FLIRRINC, EDGE NAILING 117AM MOWN lilt E06C- PLA41.1114& W1 DRIP 30 YR. COMP. SNNGLES 0/ EXTK04 4114. UNDER fLYWD OR OSS SHrG & ,titwArw?Pi?(vPiP&. GRO TRUSSES Wdc P.T. f)&7, %W GYP. OP. INSIDE WALL A I NIMS U it A d90 7c OMONAL SQUARE TYP. ALL FINISH DBL. 2x6 PLATE ko CORNEK- DEAD WALLS U.OA ONLY IF NOTFP "r. SIDING MR CK� WE -AVER J014T BOLTtV TO PLAN FRAMIWO MIUIMIZE4 PIM JOIST PEEPW TWAR i MOVEME-WT. DECK J014T5 T(7 FORM DPW Tyr. age R +KMI22 HDR *XV HIPR It CORNER - BEAD r x 2' FILLER 'Ur GYP. ORD. THRU-OUT HORiZONTALSIOINGO/ V.D. &T ose 8"G & UMMOR Comm W2 MOM 9# &6 VAU 2x8 STUDS Q 16'do WIR-19 INSUL. OETW. 4i h DETAIL _E) ETAI L NTO A I 3/4PLYWD. SHrG NAIL & GLUE TO 2x6 FLR. WSC WALL Rlk=,Cv JETS. 18 Mc FOR (16d AT 8- O.C. TYP. UNO.) A TIGNIT FLR. SYSTEM .40 169 • .0 0 pi H _ ( W-CEFARANCF 771 -P.T LTE.P T IR 2X RIM JOIST 2X STUDS AT 16" O -C, LINO. OR BLOCKING—— 4L I N Ill SUPPORT R-19 FLIRL PLYWD. SUBFLOOR 4xOGIIRDERS&PIER ,,fl k.,1NSULw/wIRE0 POSTfS. PRECAST IrelCORPLAS PER PLAN.-. PIER ELKS. SET IN I ROOF RAFTERS PER ' WET (LCONC. 11W $11, MESH PLAN. _!Iail P. P.T. OF SILL W1 ANCHOR BOLT Provide tempered glass at all�azardous locations rINTO N MT. RD. ZZ ST 2X YALLEY NA FLOOR JOIST NAILER 8THER DIR. SIZE & SPACING PER PLAN Oil (USE 1/2" DIA. AIB. AT 6#-0w (CBC2406,4) 3. ROOF 5HEATHING PER L let N. & 12P MAX FROM ENDS W/ PLAN (CONTINUOUS AT 0. Glass in egress/ingress do0q, sliding glass doors, 2*X2oX3/16* PLAT]-,- WASHERS LOWER* ROOF) ------- OTHERMSE) 3 shower doors. MIN. 6' MIN. 4 bTYPICAL SECTION . glass enclosing shower or bath where window is less ON 12 MIN. GH AS SLOPE GRADE 5�'•' iii=•=��r:-_._. Odo AT 6' 0,C. than60" above f loor. NTy AWAY FROM FND. 4 c.glass within 2 a Cl" 3 4""In. arc of either door edge in close Position where window is less than 60" above floor, Providt� vent for clothes.dryer to the outside terminate; IN 3' from openings into the bluilding and show complianc CLR.J_­ With rtnaxi.-um 14'.ler-jth with (2) 96degree bends. WMD WZT44IN do (W VZRT44 OR IN 009TUOT WIT44 (cmc $04.3.24 908.1) V6 OON METE SUM R 8 VR940.9 EM TRUITSD �1-#4- CONT. TOP AND BOT. DETAIL I0;0 19147 ATTACH TO EXISTING W/ Na LAG SCPZqS @ 24" Ic &arcx5 e NA A PAP 4 Mtn 7EE!'H7 T 71iF DECK - ---------- BRACE PANEL LEGEND BP -1 3B" OSB. SHTO NAILINGP ' FT. offs 61cle Wgies I2"r4c. Fuld B BP -2 1X0YP.BRD.NAl11N0 P Fr. 6d Cookr Nab 7* cle PLOW PLA APP 16-14- 411 � REVIEWED BY Fire Protection Planning Officer CDF, Butte County Fire This project is approved with complience of conditions on attached sheet P-4 ature Date BUTTE COUNTY BUILDING DIVISION' APPROVED <5 OPAWk CKMGKIIEq CATON O0 - — OCALM ALL CONSTRUCTION TO BE PER LATEST 00 CBC: CPC, CEC & CMC DES; jos 140. NEW CAUF. ELEM CODE -EFFECTIVE 8/1/2005 NEW CALIF. ENERGY CODE- EFFECTIVE 10/1/2005 It shall be the responsibility of the BUU-DF-R or the CONTRACTOR to verify all conditions and dimensions prior to commencing work., and shall provide all blocking and flashing required for a complete Job. Dimensions to have preference over scale 0 F 9�. Ff '� ti4i ' i jl �I , � ! �� It kz .`: = ='`.T_ ==�` i `f .. 'L=am` ��� ' �i_.41 fil._ -Ji .�_l _..._...... `wi..._. Ll it 30 YR. COMP. SHINGLES O/ BLDG FELT, 1/2" PLYWI SHT'G. &* PRE-ENGR'D TRUSSES @ 24" c/c RIGHT",UR) ELEVATION y• .REAR S )-ELEVATION' DG FELT, 1/2"PLYWD. ES@24"c% FRONT ELEVATION 30 YR. COMP. SHINGLES O/ BLDG FELT, 1/2' PLYWD. SHTG. &* PRE-ENGR'D TRUSSES @ 24" c% Fill ,'!� ` »-.,,.,"'.."i+, .� � +a-, + "'.*m... c. 3•+ •^'^r.,...:... �� "mss. :�2 r.�..... ... t :.'iiAa5:.rrY ; i (i'' � 'TY" -; ^^jj(_'iTT- '•i—i--- 41 -T t�1.......�(,.._..,..:_..•�..-..�..__�r^�•`_•_ -�- - � -x- '_._ .7._,.�_�i �...re- t+l- _..�•_��__._. `„t � > _t ` iea�na 1 .. i i 3• � i -1� :awa; 1 .y� � � '! 12 i ; (, , t :( , �� � � iI ' •� i i ►: i' i �i j � :. jf ' :, �.• %',._. _� i}-(�•�•' i• ; '�.xt .� I� �� Si • jii �f` i f t i � � .� I• f f' !! :{ if l '4. j ! `: !� I� f' :t €i � fi iy ' j �1_ �-'."- ►_' , -�' I ' `r�' ^=`�:^ s . A- t i ei j'- y i� _� �tt •j ' :i ii LEFT ELEVATION M Q W Mb w M ¢ U. A � M t5 0 W j W O N a t3 Ri AWN gM�CK�A t ' t3A1'tl j 8CA6.6 .lop NO. SMaK7 It shall be the responsibility of the BUILDER or the CONTRACTOR to verify all conditions and dimensions 2 prior to commencing work, and shall provide all blocking and flashing required for a complete job. Dimensions to have preference over scale. CP to GHHKTN A RECREATION AREX— BEDROOM At DECK Z�o x if 'MASTER BATH 0 F1 Af _Mtc I'MMKON LAUNDR X.) /)v��, FAMILY f X VQig 4—� "DOW, , jllim- AT AMU* - - - -- - - - - - - - - - - - - - -- - PIWK sw.00 CTAS SACK " e D ova",I".:Nti.AN ' ' 1 `-- 11 s amara f. ADADE.. - T4V-6 fi QF 14WA ':,2W+#T':,10P + 4 FM MOM THESDI W M -1-`V00" MECH./ ELEC.""FRICALPLAN OF OF 131"G PELT,] SIMG & W RAT 29 COMP. SkM SWG & W 30 YR. COW. SHINGLES Q/ WAZG FELTO V? PLY SHTG. W PF.&ENORD TRUSSES @ 24" c% • C-4 DRAWN CHMCKUD CATIS • SCALS Jos No. 0 It shall be the responsibility of the BUILDER or the CONTRACTOR to verify all conditions and dimensions prior to commencing work, and shall Provide, all blocking and flashing required for a complete job. Dimensions to have, preference over scale. P1 a r- V mill • C-4 DRAWN CHMCKUD CATIS • SCALS Jos No. 0 It shall be the responsibility of the BUILDER or the CONTRACTOR to verify all conditions and dimensions prior to commencing work, and shall Provide, all blocking and flashing required for a complete job. Dimensions to have, preference over scale. P1 a r- V T Q ¢ a T Q