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HomeMy WebLinkAbout031-281-098Emma T 31-281-98 000eHairy Runge S/S Feather Ave. a pp.1000`W.of 7 h S Oroville contr: Bei Creek Contr., Inc., Re Bluff J - Permit #3767-80B,P,E,M(new single family) [RUNGE 07-1005 031-281-098 ISCELLANEOUS Room Addn-First St I' rY DDITION BR AND BA (496) 35 FEATHER AVE u• HENRY T JR & C, r ... t t� 1 {w x 1' 1 l t i f f I E { -Al BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 835 FEATHER AVE Owner: Permit NO: B07-1005 APN: 031-281-098 RUNGE HENRY T JR & C, Issued Date: 07/12/2007 By TMP Permit type: MISCELLANEOUS P O BOX 2042. Subtype: Room Addn-First Stry OROVILLE, CA 95965 Expiration Date: 07/11/2008 Description: ADDITION BRAND BA (496) (530) 534-3626 Occupancy: Zoning: AR -Y,. Contractor Applicant: Square Footage: NELSON & NELSON CONSTP Building Garage Remdl/Addn 1389 MT IDA RD 496 OROVILLE, CA 95966 Other Porch/Patio Total (530) 589-2788 496 FEE INFORMATION DBF Room Addition - First Stor $340.94 DBMSC Room Addition -First Stor $511.41 DBSMIP Residential $3.22 PW DRAINAGE $0.00 Total Charged: $855.57 Fees Paid: $855.57 Balance Due: $0.00 Receipt No: B3860 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION ( Stake Contractors Lice S/,w�NO. / CIeSS / Expires /V 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License [/-7 V O Q Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force n effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the .� X W / basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Y`V 07/12/2007 Please check one of the following: Contractor's Signature Date 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). , I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section nee not a completed if the permit is or once hid dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS LLLJJJ ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 7/12/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X �j'it 07/12/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKER COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out or in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of thisis permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for in action purposes. I hereby certify that I am the pro arty, erorama rize a on the pro es half. CONSTRUCTION LENDING AGENCY 07/12/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner Contractor OR. Agent for Owner DAgent for Contractor FILE COPY Lenders Address Ci State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** CONTRACTOR OWNER INFORMATION Last Na Cit) R=vo i W St Fi Name Mailing Add'% 3 ) \ I�Stat� C40J _ w �1e Class 9 �51 C& Ph cJ V Fax E-mail E-mail CONTRACTOR Name W wG 'S (5 vj Address t'� $ a T1 �) Vq- (1 0 B�- Cit) R=vo i W St Z 9 5gOE, Ph!3o �01 _�7 ax E-mail Lic. # rl rl Class Q APPLICANT SIGNATURE PERMIT NO. r' 166 BIN H PROJECT LOCATION AP# � d- Property Addresq5 Few \wa{ vv_ City 6'Ro \,),. \IC 1R WORKER'S COMPENSATION Policy Number Carder If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WOR,'!: A)DD�\cam vJoS !E� Y'36 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy /(Note previous use): Va / �1 For office use only: ARCHITECT/ENGINEER Name '\J^ ,L 21 1I1��— 0,Som Address •Address C, � Cit C) v\ StaLf�' Zip Phone � �a �-�-7��Pj 1 Fax E-mail State License Number Q APPLICANT SIGNATURE PERMIT NO. r' 166 BIN H PROJECT LOCATION AP# � d- Property Addresq5 Few \wa{ vv_ City 6'Ro \,),. \IC 1R WORKER'S COMPENSATION Policy Number Carder If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WOR,'!: A)DD�\cam vJoS !E� Y'36 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy /(Note previous use): Va / �1 For office use only: APPLICANT INFORMATION Name '\J^ ,L 21 1I1��— 0,Som Address f�J�/al 'VID v1- V— Citn6Z � Statel// p' / Y 'C� Zi 15 /„ 6 Phone Fax E-mail Q APPLICANT SIGNATURE PERMIT NO. r' 166 BIN H PROJECT LOCATION AP# � d- Property Addresq5 Few \wa{ vv_ City 6'Ro \,),. \IC 1R WORKER'S COMPENSATION Policy Number Carder If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WOR,'!: A)DD�\cam vJoS !E� Y'36 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy /(Note previous use): Va / �1 For office use only: Zoning Flood Zone SRA I Yes 1 No Occ. Type Const. , 11�q /d%d / 6 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1005 Job Address: 835 FEATHER AVE Contractor: Printed: 05/09/2007 10:00 am Fee Description Account Number Fee Amount Paid Date Pmt Amt PW DRAINAGE Thermalito Drainage (by unit) 1800-0-280-1011822 $0.00 DBMSC Room Addition -First Stor 0010-440001-4210500-1010 $511.41 DBF Room Addition - First Stor DBSMIP Residential 0010-440001-4210500-1010 $340.94 05/09/2007 $340.94 1001-0-280-1011298 $3.22 Printed By: Karen Jones 855.57 $340.94 Balance Due: $514.63 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: 0 Date: 05/09/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1005 Location: 835 FEATHER AVE Parcel Number: 031-281-098 Owner Name: RUNGE HENRY T JR & C, Description: ADDITION BR AND BA (496) Date: 05/09/2007 By: KEJ Sub Type: Room Addn-First Str Phone: (530) 534-3626 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: co%1rcc�&,,/ FILE Date: 05/09/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1005 Date: 05/09/2007 Location: 835 FEATHER AVE By: KEJ Parcel Number: 031-281-098 Sub Type: Room Addn-First Str Owner Name: RUNGE HENRY T JR & C, Phone: (530) 534-3626 Description: ADDITION BR AND BA (496) ❑ ❑ The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ PARKS & RECREATION DISTRICTS ❑ El Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 E] ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: `�J ate: 05/09/2007 FILE Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 roville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 � � . Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 %- j2-6 _r , E] ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: `�J ate: 05/09/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1005 Location: 835 FEATHER AVE Parcel Number: 031-281-098 Owner Name: RUNGE HENRY T JR & C, Description: ADDITION BRAND BA (496) Date: 05/09/2007 Phone: (530) 534-3626 Signature of Property Owner: w ��— Date: 05/09/2007 FILE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District fa V/ i� On 6t i Building. Department No. Tax Rate Area No. A.P. Number ��^ �� )�� Jurisdiction: = City County Property Owner Property Location/Address Subdivision Lot No. .................... _ .......... _................................................ 0 0 g Residential Development J eAddit�iol; Sq. Foota eNo of Living Mobile Home *Supplemental to (Group R) Units Installation Conversion Permit # Cr. Demo - ( ) i *(No foundation inspection) existing sq. ft. See attached :................................................................................................... Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Sq. Footage ew Addition (Including Exterior Roofed Areas) Buil ing Department Representative Date District Identification No. ,080007 Drwl ' `�2 , �, hl U r School District certifies that (Payor) l7 Q S I)1� P-4 AV e/ , Oro VJ S- gq,� -7 W (Street Address) (City) (State) (Zip Code) (Phone Number) has complied with the requirements of Resolution No. . / (]� / by payment of $ representing - / I square feet. JFB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # 'J_ Remarks: Notice: You may protest the imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid: Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to th'e School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable, Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school,.district's schools. White (school district), Yellow (building department), Pink (applicant) J feeform.xls (12/06)dmm PERMIT NO. 3'7is7-80B ,P,E,M PERMIT EXPIRES 813/81 OWNER Henry Runge Douglass McGie CONTR. Red Bluff -; 31-281-98 LOCATION (A.P. ) SIS Mather Ave., app.1000'W.df 7th St.,Oro. a'. V i Temp ower Pole Iled PG&E `r. Te p. Elec. Serv._ Called PG&E �l T mp. Gas Serv. -t, Called PG&E oB io �6 INALED (Date) (Signatu e) zy PERMIT NO. 3'7is7-80B ,P,E,M PERMIT EXPIRES 813/81 OWNER Henry Runge Douglass McGie CONTR. Red Bluff -; 31-281-98 LOCATION (A.P. ) SIS Mather Ave., app.1000'W.df 7th St.,Oro. a'. V i Temp ower Pole Iled PG&E `r. Te p. Elec. Serv._ Called PG&E �l T mp. Gas Serv. -t, Called PG&E oB io �6 INALED (Date) (Signatu e) DATE REMARKS OR • • �•( . ,Il • '� ' IKtXA Cay , r��1 • / ` f •• � J (N TE: An entry must be m e on this orm each time you visit the .. COUNTY OF BUTTE — DEPARTMEN-I- OF PUBLIC WORKS BUILDING INSPECTION RECORD BU LDING BUILDING (Cont'd) PLUMBING Setback Firewall /�0 L6 �'� Soil Piping rsTeml Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer /(0 116 lep e Q Gara a Fdn. Vents Fixtures /O Ilk/ O Footings Stemwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings 1 handicar peddhysica ly Conformance of ex. slo J A liances Gas Piping &Test Temp. Gas JD L!o Fib Slab anal d llo SaAlUation Patio FI LACE Footings - _ Footing( a il EL A Masonry Walls Throal Reinf. Steel In I la li! %a Fixtures 9A o / 0 ' Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot- /O / dD Scratch Heatin Service Brown Cooling /D /( �/6 Temp. Pole Finish Ducts Underground Interior Lath V tion anent Door Closer anal / 0 F na MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping • Drainage Gas Piping DATE REMARKS OR • • �•( . ,Il • '� ' IKtXA Cay , r��1 • / ` f •• � J (N TE: An entry must be m e on this orm each time you visit the .. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CO RECATION, NOTICE w UILDING OR PRO TY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office ///,�when correction of work is completed. If you have any question pertaining to this dmat r, or need additional exp nation, -please contact this office immediately. c Inspec Date RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTAL ED IN CONFQPMANCE WITH CURRENT ENERGY CONSERVATION REGULAT�? ONS AT DD 7 �J, . (location5. BUILDING PERMIT N0. 4�7-�10 A:P. N0. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: S1ab.Edge. Fdn. Walls Floors Walls Ceiling/Roof Ducts Circulating Pipes APPROVED HEATER !S Z C APPROVED WTR.HTR. GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. - 6 WEATHERSTRIPPED DRS. BACK DAMPERED FANS y INTERMITTENT:IGNITION DEVICES CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name (please print,) Signature of — n �1 Insulation Applicator State Contractors' License No. 62 Z General Contractor/Owner Name Y' -r-Ilk (please print) Signature of General Contractor/Owner Date /O QS tate ontrac to � � License No. THIS CERT IF ICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR ' TO REQUESTING FINAL INSPECTION AND SHALL BE .POSTED IN A CONSPICUOUS LOCATION. WITHIN THE DWELLING. 3S- THERMALITO IRRIGATION DISTRICT 410 GRAND AVENUEF ` .OROV.ILLE. CALIFORNIA 95965 TELEPHONE 533-0740 c Inspection of your sewer connection was made this date and approved. aInspection of your. ewer connection was made this.date and the following discrepa ci s nq$ed: 'Zo Please call this office for re -inspection when the above discrepancies have been corrected. - Sewer service charges will commence immediately and are billed.one month in advance. Your next billing will include the pro -rated sewer charges for this month in addition.to one month advance charges.` COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. v� ASSESSOR PARCELIUVER ZON' BUILDING PE M I AAA �o/V(, V POWLAVey SO. FT. OCC. BUIL G VALUATION O ER'S MAILING A DRESS C TRACTOR'S AM • TELEP 52-7-70 �fJ 1400,00 Q. %5Z7- C ZRACTOR•S MAILING ADDRESS 7Z kEI✓ 'L/[ ^ C/,iC/�//. , 6E C4 I57X,0,O 1 C STRUCTION LENDER UNKNOWN Fireplace 7SO• 0C> Total Valuation $ jrj� , 0� LEr,Q�,gMAy�I��G_nDOR�,ss _,� Q atl/� C* /�s(J.`/ Permit Fee $ 10811" ARCHITECT OUR ENGINEER LICENSE No. Plan Checking Fee •$ OO Penalty $ ARCHITECT OR E I EER•S MAILING ADDRESS Permit fee $ 00 Bul ING ADORES 5 s Fc 77� �9 J /-} .0 Ooo aj , PLUMBING PERMIT FilingFee Filin Fee 3.00 of 7 T, Trap G7 2.00 /o ,Oe Repair drainage or vent piping 2.00 Q�A06 Water piping Z _OcJ LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE �, SF I� Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New 2� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service/EA. ADD'L 100 2.50 NEW CONST. DWELLING CAMP OR ADDNS. ` ACC. LD 2) ) 22 sq ft OW: 415 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): . ) ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force aCSn�d�e ffffect. License No. Classification ���ihJCI'+f'[L ❑ I, as the ow �ees 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. U TI.OUTLET NON.RESIo BRANCH CIRCUITS2.50 ea NEW CONSTR. / POWER APPARATUS NON-RESID, \SINGLE OUTLET CIR. 6 Ex. Occu 50 @ zsa p�OUTLETS OR FIXTURES BAL@10Q EX. Occup.( FIXED APPLNS, OR p•�OUTLETS (RESID•) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6,25 Permit Fee $ 2 Contractor WORKMEN'S COMPENSATION INSURANCE 1 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. v ❑ 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 FiIingFee 3.00 Heating OWL? pd —ITT ii Cooling 5Z Hood 2.00 ,p Ventilation Permit Fee $ 3.0� 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 a st said Coun�tyA in nseAuence of the granting of this permit. %� V`Q'� �— Date C L"+-,�1'V �, 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 $ `L _00 TOTAL PERMIT FEE OCCUP. GROUP 3 TYPE OF.C`ONST. v� N PARCEL PD HD ✓ I-sss Y This permit is hereby issued under Bions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC B PE IT XPIRES Date the applicable provi- resolutions to to fees have been paid. WORKS �7 Date v ?,e_0 •� //J� Receipt No. � ��� � � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING DIVISION 7 County'Center Drive — 0roville, California 95965 — Telephone: 534-4541 OWNER /-/C/J ZY U/Ut Proposed Building Use Permit fee based upon: Building Inspector At time of permit app issuance: on, I was PERMIT APPLICATION DATA SHEET Complete Contract Price xplain) Permit No. A.P. No. 31 6 -''DPW Valuation Date %- /8' �d the following data must be submitted prior to permit processing and/or DATE RECEIVED APPROVED 1. All items have been submitted................................................................... p� 2. Plot plans in duplicate/triplicate ............................................................... 3. Complete plans in duplicate/rtriplicate................................................... 4. Complete engineered plans and calcs..................................................... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. .................... /7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $.................................................. 9. Letter of signature authorization,..,......,,................................................. 10. Sanitation approval from r-'� He aIiftept'.:`. X1. Planning approval for _ 12. Certificate of Workmen's Compensation Insurance ........................ X13. Contractors License Information (no., name style, classification) ............................... 14. Improvements may be required. Contact Land lr� Development Section of Dept. Public W ks (se addressbelow) . ..................... .......�...... ..... .. ......................... q a Ll15 Pre-inspecti n for ���/"' required. Pre-inspec. re uest to date bldg.•insector 6&0 Other When you issue the permit, process as follows: Mail to owner Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspection. Other Applicant l:- }l 4c l M U I 44- 0 Date (� (" er) C-) Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of appl, ( tem.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, esigner, Owner) was advised of above required data by Telephone Mail Other By Date 'f 0� Plans checked by V Date • Z Plans approved by Date -7 � RESIDENTIAL PLAN CHECKING GUIDE (S.F. , 'DUPLEX, & MISC. ONLY) OWNER r 1U At C"% f& A. GENERAL zoning requirements (sideyards and parking). Valuation, Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. Setback,5, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Bldg. A. P. 23 Acclu t Permit # 3`7 7-- # 31- S &o'�/kj I C. FL09R PLAN' 1. Complete to scale plan with dimensions. le,Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per.State law). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). i0"" G.F,C,I,'s in baths and exterior outlets (Sec. 210-8). 8000"' Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas iequipment, and plumbing fixtures. 1�/ Garage firewall, door size, and closer (Sec. 503(d)(4)). 7e. 1 -.3'0" exterior exit door (Sec, 3303d). Fireplace location. 13o0o' Smo1_:e detectors (Seca 1413). D. ST.RITCTURAL DETAILS Coundation plan complete enough to construct building. �! loo= construction details complete enough to construct building. 3! Elevations and wall construction details complete enough to construct I✓ Roof construction details complete enough to construct building. loo`szrepla•ce construction details and talcs if over one-story in height. ufficient data and details to satisfy energy insulation requirements building. (State law). E. MI, "ANF.OUS ITEMS TO LOOKOUT FOR )[ plywood on exposed locations and overhangs. Stair -any 'details (Sec, 3305). "�!?dralt details (Sec. 1716) . riel; o�� stone veneer (Chapter 30) . E),-cerior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. �Garage door or porch header sizes. _dequate bracing. 1. Living area over garage - complete 1 -hour separation required including supporting . / walls and posts, etc. t, ��� �• Two (2) exits on three-story dwellings (Sec. 3302). THERMALIT-0, IRRIGATION DISTRICT 14. 410 GRAND AVENUE -�- OROVILLE, CALIFORNIA 95965 TELEPHONE 533-0740 CSA 26 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: :' %i;� 73ather rx-Anup: (between 8th & '1th) 1Tonry 'qungc Owner's Name: Date: 7-21-80 Address: ��" 1 �' Acct. No: A. P. No.: Phone: No. Units: 1 t% K Applicant/Agent: Agents Proof: Address: z7 Fees: Phone: Application $ 9 �g Arrearage Preliminary Review By: Date: - ' CSA 26 - Remarks: fiC'7r ^eRionnl -.'4ci.l?ty Crr;zq: and rSA4,2t SC -OR r'hcrgr to tir,cl Pau-'t'Ae nrior 1st mo. S.G. to --.Pill ctlon to til+' :-n - r collrr:s-ow r;y^.tr% Other Lo 4.,. +�ounf: �_n cfs'cct dor conn^ction floc Jf r r' Of cnrn-?Ct or. to t'Zn 3y!7tprq. � Total Fees Collected By: Date: Field Review By: Date: Remarks: i MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON: ❑ Date of TID approval of completed building sewer (early connection). ❑ 30 days after date above, or on date of D.P.W. approval of completed building sewer, which ever comes first ("existing construction", prior to Mar. 5, 1974). ❑ 180 days after date above, or on date of D.P.W. approval of completed building sewer, which ever comes first ("new construction", after Mar. 5, 1974). DISTRIBUTION: WHITE - TID, YELLOW - APPLICANT, PINK - DPW, GOLDENROD - DPW to TID tJl Jl wl ylomiHl 1■ 'ABLE OF CONTENTS TOC Project Title .......... -H.T. RUNGE-ADDITION Date..07/05/07 19:58:35 >roject Address........ 835 FEATHER AVE. *******_____________________ OROVILLE CA. *x7.20* )ocumentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date :limate Zane........... 11 --------------------- ;ompl.ance'Method ...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -TOC- - User#-MP2246 User -Barry Rubanoff Run-RUNGE TABLE OF CONTENTS ----------------- Report FORM CF -1R ................ FORM MF -1R ................ HVAC SIZING ............... Page 1 6 3+j J, kv x .: 107 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project TitleH.T. RUNGE ADDITION _--^---r----Date .07/05/0719 58.35 Project Address........ 835 FEATHER AVE. *******----_-_-____._-_-_-_-_ OROVILLE CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff _ P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zane........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. M]'CROPAS7 User#-MP2246RUUser-BarryTRubanoffPrRun�RUNGEM CF -1R g ------------------------------------------------------------------------------- MICROPAS7 ENERGY USE SUMMARY = - -------- = Energy Use ------------ Standard -------- Proposed _ (kTDV/sf-yr) Design Design - Space Heating.......... 29.80 26.57 = Space Cooling.......... 46.30 43.24 = Water Heating.......... 34.30 34.30 Compliance Margin 3.23 3.06 0.00 -------- -------- -------- Total 110.40 104.11 6.29 *** Building complies with Computer Performance GENERAL INFORMATION ------------------- HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Vintage Assumptions ....... Fuel Type ................. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area...... .. Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Not Required 1477 sf Single Family Detached Existing+Addition+Alteration Before 1978 NaturalGas Front Facing 0 deg (N) 1 1 FullYear Slab On Grade 2 11816 cf 1477 sf 14.3 % of floor area 0.66 Btu/hr-sf-F 0.68 8 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... H.T. RUNGE ADDITION Date..07/05/07 19:58:35 MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-RUNGS --------------------------------------------------------------------- BUILDING ZONE INFORMATION OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments HOUSE - Existing 1 Wall Wood 178 0.076 11 0 0 90 Yes IV.1 Al2 3 Wall Wood 243 0.076 11 0 90 90 Yes IV.1 Al2 4 Wall Wood 232 0.076 11 0 180 90 Yes IV.1 Al2 6 Wall Wood 216 0.076 11 0 270 90 Yes IV.1 Al2 9 Roof Wood 984 0.048 19 0 n/a 0 Yes IV.1 A14 15 Door Other 20 0.500 0 0 0 90 Yes IV.5 A4 16 Door Other 20 0.500 0 0 90 90 Yes IV.5 A4 HOUSE - Deleted 7 Wall Wood 272 0.076 11 0 270 90 Yes IV.1 Al2 ADD - New (Added) 2 Wall Woad 92 0.102 13 0 0 90 Yes IV.9 A3 5 Wall Wood 116 0.102 13 0 180 90 Yes IV.9 A3 8 Wall Wood 241 0.102 13 0 270 90 Yes IV.9 A3 10 Roof Wood 493 0.032 30 0 n/a 0 Yes IV.1 A7 PERIMETER LOSSES ---------------- Appendix Length F2 Insul Solar IV Location/ Surface (ft) Factor R-val Gains Reference Comments ------------ --------------------- -------------- ---------------- HOUSE - Existing 11 S1abEdge 106 0.730 R-0 No IV.26 Al 14 S1abEdge 34 0.520 R-0 No IV.26 Al HOUSE - ]Deleted 12 S1abEdge 34 0.730 R-0 No IV.26 Al ADD - New (Added) 13 S1abEdge 34 0.730 R-0 No IV.26 Al Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone.Type (sf) (cf) ------ Units ----- le ----- Toned ----- Type -------- (ft) ----- (sf) Housewrap ------- --- ----------•---- HOUSE - Existing ----- Residence 984 7872 0.66 2.6 Yes Setback 2.0 Standard No ADD - New (Added) Residence 493 3944 0.34 1.4 Yes Setback 2.0 Standard No OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments HOUSE - Existing 1 Wall Wood 178 0.076 11 0 0 90 Yes IV.1 Al2 3 Wall Wood 243 0.076 11 0 90 90 Yes IV.1 Al2 4 Wall Wood 232 0.076 11 0 180 90 Yes IV.1 Al2 6 Wall Wood 216 0.076 11 0 270 90 Yes IV.1 Al2 9 Roof Wood 984 0.048 19 0 n/a 0 Yes IV.1 A14 15 Door Other 20 0.500 0 0 0 90 Yes IV.5 A4 16 Door Other 20 0.500 0 0 90 90 Yes IV.5 A4 HOUSE - Deleted 7 Wall Wood 272 0.076 11 0 270 90 Yes IV.1 Al2 ADD - New (Added) 2 Wall Woad 92 0.102 13 0 0 90 Yes IV.9 A3 5 Wall Wood 116 0.102 13 0 180 90 Yes IV.9 A3 8 Wall Wood 241 0.102 13 0 270 90 Yes IV.9 A3 10 Roof Wood 493 0.032 30 0 n/a 0 Yes IV.1 A7 PERIMETER LOSSES ---------------- Appendix Length F2 Insul Solar IV Location/ Surface (ft) Factor R-val Gains Reference Comments ------------ --------------------- -------------- ---------------- HOUSE - Existing 11 S1abEdge 106 0.730 R-0 No IV.26 Al 14 S1abEdge 34 0.520 R-0 No IV.26 Al HOUSE - ]Deleted 12 S1abEdge 34 0.730 R-0 No IV.26 Al ADD - New (Added) 13 S1abEdge 34 0.730 R-0 No IV.26 Al CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -IR Page 3 Project Title.......... H.T. RUNGE ADDITION Date ..07/05/07-19:58 35 MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2246 User -Barry Rubanoff Run-RUNGE I ------------------------------------------------------------------------- Orientation ------------------ HOUSE - Existing 1 Wind Front (N) 4 Wind Front (N) 8 Wind Left (E) 9 Wind Back (S) 10 Door Back (S) 11 Wind Right (W) 14 Wind Right (W) HOUSE - New (Added) 3 Wind Front (N) 6 Wind Front (N) HOUSE - Deleted 2 Wind Front (N) 5 Wind Front (N) 12 Wind Right (W) 15 Wind Right (W) ADD - New (Added) 7 Wind Front (N) 13 Wind Right (W) 16 Wind Right (W) FENESTRATION SURFACES --------------------- Exterior Area U_ Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- ---- --------- ------------------------- 18,0 0.790 0.730 0 90 Standard Fl/Metal Operable 9.0 0.790 0.730 0 90 Standard F2/Metal Operable 9.0 0.790 0.730 90 90 Standard LI/Metal Operable 16.0 0.790 0.730 180 90 Standard Bl/Metal Operable 40.0 0.790 0.730 180 90 Standard B2/Metal Patio Door 16.0 0.790 0.730 270 90 Standard R1/Metal Operable 12.0 0.790 0.730 270 90 Standard R2/Metal Operable 21.0 0.500 0.610 0 90 Standard Fl/Vinyl/Wood Operable 15.0 0.500 0.610 0 90 Standard F2/Vinyl/Wood Operable 18.0 0.790 0.730 0 90 Standard Fl/Metal Operable 9.0 0.790 0.730 0 90 Standard F2/Metal Operable 16.0 0.790 0.730 270 90 Standard RI/Metal Operable 12.0 0.790 0.730 270 90 Standard R2/Metal Operable 24.0 0.500 0.610 0 90 Standard F3/Vinyl/Wood Operable 7.5 0.500 0.610 270 90 Standard RI/Vinyl/Wood Operable 24.0 0.500 0.610 270 90 Standard R2/Vinyl/Wood Operable SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE - Existing Standard Slab 984 ADD - New (Added) Standard Slab 493 HVAC SYSTEMS Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw Capacity ------------ ------- ----------- ----- ------------- -------- -------- -------- HOUSE - Existing HPPackage 1 7.70 HSPF n/a n/a n/a n/a n/a HPPackage 1 13.00 SEER No No No No No ADD - New (Added) i 1111.4 LAM111 11111 CERTIFICATE OF COMPLIANCE: RESIDENTIALL COMPUTER METHOD CF -1R Page 4 ---------------------------------------------------------------------- -------------------------------------------- Project Title.......... H T RUNGE ADDITION Date..07/05/07 19:58:35 MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-RUNGS -------------------------------------------------------------------- HVAC SYSTEMS Verif ied Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw - Capacity -- - 1---- -------- HPPackage 7.70 HSPF n/a n/a n/a n/a n/a HPPackage 1 13.00 SEER No No No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) DOUSE - Existing HPPackage 26575 n/a n/a n/a HPPackage n/a 19973 24104 n/a ADD - New (Added) HPPackage 10222 n/a n/a n/a HPPackage n/a 12909 15578 ---------- n/a ---------- ----------------------- Total 36797 ---------- 32882 39682 n/a Sizing Location... ........ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design...:... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F DUCT SYSTEMS ------------ Verified Verified Verified System Duct Duct Duct Surface Buried Type Location ----------- R -value Leakage -------------- Area Ducts ----------------- ------------- HOUSE - Existing HPPackage Attic R-4.2 No No No HPPackage Attic R-4.2 No No No ADD - New (Added) HPPackage Attic R-4.2 No No No HPPackage Attic R-4.2 No No No WATER HEATING SYSTEMS CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... H.T. RUNGE ADDITION Date..07 05 07 19:58:35 MI'CROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run -RUNGS -------------------------------------------------------------------------------- Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R -value ---------------- -------- ------------------- -------------- ------ ---------- STORAGE E.LEC - Existing 1 Storage Electric Standard 1 0.864 50 R- n/a COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... H.T. RUNGE Company. OWNER/BUILDER Address. Phone.. License. — -- Signed.. (date) ENFORCEMENT AGENCY Name.... _ Title.. Agency.. Phone... Signed.. (date) Name.... BARRY RUBANOFF Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed. . � e) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 6 Project Title .......... =----=+=H=T RUNGE ADDITION=---_-_=-_-=Date..07/05/07===58-35 = Project Address........ 835 FEATHER AVE. ******* -------------19,__- OROVILLE CA. *v7.20* _ Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -FORM MF -1R _ -- - __________________User#_MP2246--User-Barry Rubanoff Run-RUNGE Mote: Lowrise residential buildings subject to the Standards must contain these neasures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with in asterisk (*). When this checklist is incorporated into the permit documents, :he features noted shall be considered by all parties as minimum component ?erformance specifications for the mandatory measures whether they are shown ,lsewhere in the documents or on this checklist only. 3UILDING ENVELOPE MEASURES De•- En- sign- force - 1150(a): Minimum R-19 insulation in wood framed ceiling or n/a er went equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturer's labeled R -Valu '150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) '150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox b. Outside air intake with damper and control, flue damper and control 2. No Continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(g): Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3*, water vapor permeance rate no greater than 2.0 perm/inch _ 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ .Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 7 Project Title.......... H.T. RUNGE ADDITION Date 07/05/07 19:58:35 MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-RUNGE ------------------------------------------------------------------------- ----- label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- sign- force n/a er meat 110-_113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(i): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater, 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table 150-A/B 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 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 i, meet requirements of Table 123-A A 5. Insulation must be protected from damage, including that due -to sunlight, moisture, equipment maintenance and wind - 4� 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space _ 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation *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 minimum installed level of R-4.2 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, UANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 8 ?roject Title.......... H.T. RUNGE ADDITION Date..07/05/07 19:58:35 MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run-RUNGE ------------------------------------------------------------------------------ UL 181A, or UL 181B 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 k- 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to reductions in the cross-sectional area of the ducts cause 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 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 the heater, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. J Wirlam 3. Pool system has directional inlets and a circulation -pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot c 150 Btu/hr) 118(1): Cool Roof material meets specified criteria .ESIDENTIAL LIGHTING MEASURES De- sign- n/a er 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). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz En- force ment 4ANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 9 ?roject Title.......... H.T. RUNGE ADDITION Date..07/05/07 19:58:35 MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-RUNGE ------------------------------------------------------------------------------- 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 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 --- L50(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option L50(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(4) that does not turn on automatically or have an always on option L50(k)5: Luminaires that are regessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight 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 same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) L50(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 L50(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) e IVAC SIZING HVAC Page 10 --------------------------------------------------- ?roject Title........... H.T. RUNGE ADDITION Date..07/05/07 19:58:35 ?roject Address........ 835 FEATHER AVE. ******* --------------------- OROVILLE CA. *v7.20* )ocumentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date :limate Zone........... 11 --------------------- ,ompliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File-RUNGE Wth-CTZ11S05 Program -HVAC -SIZING User#-MP2246 User -Barry Rubanoff Run-RUNGE .------------------------------------------------------------------------------ GENERAL INFORMATION ------------------- Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude .......... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1477 sf 11816 cf Front Facing OROVILLE RS 39.5 degrees 25 F 70 F 102 F 75 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description (Btu/hr) Opaque Conduction and Solar...... 16446 Glazing Conduction and Solar..... 6325 Infiltration ..................... 6366 Internal Gain .................... n/a Ducts ............................ 7661 Sensible Load... Latent Load..... Minimum Total Load 36797 n/a 36797 0 deg (N) Cooling (Btu/hr) 8151 12147 2432 2520 7631 32882 6800 39682 Note: The loads shown are only one of the criteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designer's responsibility to factors when selecting the HVAC equipment. the selection as air flow coil sizing, must also be consider all ELJOB: Runge Addition LOCATION: Butte Co. M i Te k® TRUSS ENGINEERING POWER TO PERFORM. 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 Co This Image was created with TIMBER PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 TRUSS SCHEDULE Tails Project: RUNGE ADDITION County: BUTTE Contractor: Endeavor Homes Date: May 7, 2007 Roof: COMP Plan: Snow: 0 Drawn By: Mw ITail Cut: Plumb Description Project: RUNGE ADDITION County: BUTTE Contractor: Endeavor Homes Date: May 7, 2007 Roof: COMP Plan: Snow: 0 Drawn By: Mw ITail Cut: Plumb H.T. Kunge AJJ't'on Endeavor rjomes 655 Cal Oak }zd. Oroville, Ca. 95965 (530) 534-0300 (530) 534-5269 �� s W1 MiTek 0 POWER TO PERFORM.' Re: Runge—Addition 00 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: R25219433 thru R25219434 My license renewal date for the state of California is March 31, 2009. OQ�OF ESS/pN9 S CO������ Tj,Vc�F�2 CD Q m Uj C 046433 * EXP. 4AIrqo May 8,2007 Tingey, Palmer 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 Truss Truss Type Qty Ply 0 0 RUNGE_ADDITION A COMMON 7 1 825219433 F„d».,.., u..,.,e� —Al. ra r.�.,» ani...... TCDL 10.0 Lumber Increase 1.25 Job Reference (optianal o -u- i z ..,.,.. ,.,, , o,. ,,,..,.�,,, , ,,,.,. ---y — —, _1 2-0-0 6-1-3 5-5-6 5-5-6 5-5-6 5-5-6 6-1-3 2-0-0 Scale = 1:61.6 5.00 12 4x4 = 5 8-0-12 7-2-4 3x4 = 5x5 = 5x5 = 3x4 = 6-6-8 6-6-8 6-6-8 7-2-4 8-0-12 I$ LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.10 12 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.26 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 160 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 4-0-4 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=1325/0-3-8,8=1325/0-3-8 Max Horz 2=1 1 9(load case 5) Max Uplift2=-119(load case 5), 8=-119(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-2579/80, 3-4=-2452/103, 4-5=-1885/102, 5-6=-1885/102, 6-7=-2452/103, 7-8=-2579/80, 8-9=0/39 BOT CHORD 2-13=-102/2313, 12-13=-38/1884, 11-12=0/1434, 10-11=0/1884, 8-10=0/2313 WEBS 3-13=-249/117, 4-13=-24/497, 4-12=-482/139, 5-12=-56/628, 5-11=-56/628, 6-11=-482/140, 6-10=-25/497, 7-10=-249/117 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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 M"AW07 ® WARNING - 9'erVy design parameters and READ NOTES ON TMS AND INCLUDED MITER REFERENCE PAGE MU --7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.: Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mi ek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pawee,o.rwrvsrw fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights CA -- Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 34" *Center plate on joint unless 4 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 1/g TOP CHORDS cs other. t� " ♦ 8 C2 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane o O at joint locations. " 4. Unless otherwise noted, locate chord splices O at 1A panel length (± 6" from adjacent joint.) ca c7 cb 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of * 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 anon-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 arid 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 in all respects, equal to better than the x perpendicular to slots. Second or 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 provided at spacing shown on design. ICBO 3907, 4922 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 continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 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. UA&1 engineer. MiTekc")V 15. Care should be exercised in handling, erection and instUllation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. tb Truss Truss Type Qty Ply 0 0 JNGE_ADDITION AGE COMMON R2521943 1 1 mcleavor Hom p oville, Ca., Matt Wilson Job Reference a tlonal �1-7J1 6.200 RJ 13 2005 MTek Industries, Inc. Mon May 07 09:01:57 2007 Page 1 2.0-0 17-0-0 17-0-0 2-0-0 4x4 Scale = 1:61.6 4x4 3x4 = 5.00 12 15 �a •- -- -- - - Y, vu ov oo sr 30 30 34 33 32 31 30 8-0-12 3x4 = 3x4 = 34-0-0 9Ij 0 date Otrsets (X Y): [15.0-2-0, Edge], [24:0-2-8,0-3-01 LOADING (psi? TCLL 16.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code UBC/ANS195 CSI TC 0.16 BC 0.07 WB 0.05 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.00 (loc) 29 29 28 I/deft n/r n/r n/a L/d 120 120 n/a PLATES GRIP MT20 220/195 Weight: 220 lb -na-M TOP CHORD 2 X 4 DF No.1 &Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 55 REACTIONS (Ib/size) 2=237/34-0-0, 28=232/34-0-0, 43=107/34-0-0, 42=23/34-0-0, 54=110/34-0-0, 53=96/34-0-0, 52=96/34-0-0, 51=96/34-0-0, 50=96/34-0-0, 49=96/34-0-0, 48=96/34-0-0, 47=96/34-0-0, 46=94/34-0-0, 44=108/34-0-0, 41=70/34-0-0, 40=100/34-0-0, 38=96/34-0-0, 37=96/34-0-0, 36=96/34-0-0, 35=96/34-0-0, 34=94/34-0-0, 33=98/34-0-0, 32=93/34-0-0, 31=115/34-0-0, 30=49/34-0-0, 56=70/34-0-0 Max Horz2=119(load case 5) Max Uplifl2=-66(load case 5), 28=-96(load case 6), 53=-40(load case 5), 52=-10(load case 5), 51=-18(load case 5), 50=-16(load case 5), 49=-16(load case 5), 48=16(load case 5), 47=-16(load case 5), 46=-17(load case 5), 44=-17(load case 5), 41=-12(load case 6), 40=-18(load case 6), 38=-16(load case 6), 37=-16(load case 6), 36=-16(load case 6), 35=-16(load case 6), 34=-16(load case 6), 33=-17(load case 6), 32=-11(load case 6), 31=-40(load case 6) Max Grav2=237(load case 1), 28=232(load case 1), 43=107(load case 1), 42=47(load case 2), 54=130(load case 2), 53=96(load case 7), 52=96(load case 1), 51=96(load case 1), 50=96(load case 1), 49=96(load case 7), 48=96(load case 7), 47=96(load case 1), 46=94(load case 7), 44=109(load case 7), 41=72(load case 8), 40=100(load case 8), 38=96(load case 1), 37=96(load case 8), 36=96(load case 8), 35=96(load case 1), 34=94(load case 8), 33=98(load case 1), 32=93(load case 8), 31=115(load case 1), 30=86(load case 2), 56=70(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-102/54, 3-4=-79/66, 4-5=-59/76, 5-6=-41/84, 6-7=-37/87, 7-8=-22/97, 8-9=-18/108, 9-10=-18/118, 10-11=-18/129, 11-12=-18/140, 12-13=-18/150, 13-14=-21/161, 14-15=-24/36, 15-16=-26/32, 16-17=-12/156, 17-18=-19/142 ,18-19=-18/123,19-20=-18/104, 20-21=-18/86,21-22=-18/67, 22-23=-18/48, 23-24=-18/37,24-25=-18/27,25-26=-17/16I 26-27=-35/14, 27-28=-49/4, 28-29=0/39 BOT CHORD 2-54=0/97, 53-54=0/97, 52-53=0/97, 51-52=0/97, 50-51=0/97, 49-50=0/97, 48-49=0/97, 4748=0/97, 46-47=0/97, 45-46=0/97 , 44-45=0/97, 43-44=0/97, 4243=0/97, 41-42=0/97, 40-41=0/97, 39-40=0/97, 38-39=0/97, 37-38=0/97, 36-37=0/97, 35-36=0/97, 34-35=0/97, 33-34=0/97, 32-33=0/97, 31-32=0/97, 30-31=0/97, 28-30=0/97 WEBS 43-55=-75/0, 14-55=-75/0, 42-56=0/0, 16-56=-70/0, 3-54=-90/27, 4-53=-64/37, 5-52=-70/31, 7-51=-69/32, 8-50=-69/32, 9-49=-69/32, 10-48=-69/32, 11-47=-69/32, 12-46=-68/33, 13-44=-79/34, 17-41=-51/25, 18-40=-72/35, 19-38=-70/32, 20-37=-69/32, 21-36=-69/32, 22-35=-70/32, 23-34=-68/32, 24-33=-70/32, 25-32=-70/32, 26-31=-76/41, 27-30=-54/15, 14-16=0/121, 55-56=0/0 Continued on page 2 OQROFESS/pN� S. TjNCI F2 Cr C046 3 � \* EEX 09 */ OF M ,2=07 ® WARNING - Verify y design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MN -7473 BEFORE USE. Design valid for use only with Milek connectors. This design is 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 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the _ Nlek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Safety Inflformationy avvailable from Tr ss IPlatee Instititute, and Drive, Madison,nsult 1WII 53771 QualityPII Criteria, DSB•89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Citrus He' hts, CA 95610 iA A-�A BtlGIP➢ . : Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury __l 3/" *Center plate on joint unless 4 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to gear tightly against each „ TOP CHORDS other. /g 1/g -► r cz cs J5 3. Place plates on each face of truss at each j o c4 joint and embed fully. Avoid knots and wane O ZX1 at joint locations. U y U4. Unless otherwise rioted, locate chord splices Oa at'/. panel length (± 6" from adjacent joint.) tA * For 4 x 2 orientation, locate ~ ce c7 cb BOTTOM CHORDS 5. Unless otherwise rioted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge 11 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for us(,- 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 carnber 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 sparing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or lest, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise rioted. 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 MM 1111 ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTekcR" 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 Qty Ply 00 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 R25219434 RUNGE_ADDITION AGE COMMON 1 1 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. Citrus Heights, CA 95610 Job Reference (optional) Endeavor Homes, Oroville, Ca„ Matt Wilson 6.200 5 Jul 13 20U5 MI lek Industries, Inc. Mon May Ut U9:U1:5f 2UUt Page L NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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 Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) Bearing atjoint(s) 56 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard ® WARNING . 9erUg design parameters and READ NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. �a 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 Mitek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ra.,—ecswenr. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. Citrus Heights, CA 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to hear tightly against each TOP CHORDS other. �8 1/e ♦ cz ca _ J5 3. Place plates on each face of truss at each c 3 joint and embed fully. Avoid knots and wane �, o O at joint locations. U 5 = U 4. Unless otherwise noted, locate chord splices IL O � at anellen length + 1 joint.) p g (_ 6" from adjacent 'oint. * For 4 x 2 orientation, locate '— O Ce BOTTOM CHORDS cs ~ 5. Unless otherwise noted, moisture content of plates 1 /8" from outside edge J 1 J8 J7 J6 lumber shall not exceed 197. at time of fabrication. 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. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 4 x 4 The first dimension is the width perpendicular to slots. Second 9. Lumber shall be of the species and size, and dimension is the length parallel CONNECTOR PLATE CODE APPROVALS in all respects, equal to or better than the 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 ngted. 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 BEARING stacks of construction materials. 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. II engineer. C7 15. Care should be ex(-rcised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. -- STANDARD GABLE END DETAIL QRo� ro USAC - 2013 12/16/2005 PAGE 1 OF 2 WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE "IIIT..L I,. ei..aF•lea Inn moi• 4x4 = CONT LOADINgpsfl TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 *DIAGONAL OR L -BRACING 1 REFER TO TABLE BELOW SEE PAGE 2/2 FOR —ALTERNATE BRACING DETAIL — 1X4 OR 2X3 (TYP) OR 2X3 EACH FACE OR 2-10d TOE -NAILS VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code ASCE 7-02 TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD Western Division EATHING 'OTHERS) -� 24" MAX II //Ij 24" O.C. 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW NOTCH AT 24" O.C. (MIN.) TOP CHORD NOTCH DETAIL 11111 END WALL %GID CEILING MATERIAL DETAIL_A.,, LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO7'-0" - OVER 8'-611 1 4 - 16d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 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'-6". 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 10D NAILS SPACED AT 6" 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. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 © NARNINO • Tlarljy design parame6eFs and READ NOTES ON TiR3 AND INCLUDED MnZic REFERENCE PAGE JW -7473 BEFORE 7777 Greenback Lane VSE. a SHe 09 Design valid for use only with MRek connectors. This design h based any upon parameters shown, and Is for an Individual building component. citrus Heights, CA, 9551 giiiim in— Applicability of design poramenlers 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 tracing to Insure stability during construction Is the responsibility of the �R I erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding a fabrication, qua6ly control, storage, delivery, erection and bracing, consult ANSIIIPIT Quality Criteria, DSB-89 and BCSII Building Component M ITTr Satish Inlormallon available from Truss Plate Institute, 583 VOnoldo Drive, Madison, WI 53719. MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. 5-10-0 11-8-0 8-10-0 16 INC O.C. - - - - 24 INCH O.C. 8-— 6-4-0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 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'-6". 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 10D NAILS SPACED AT 6" 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. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 © NARNINO • Tlarljy design parame6eFs and READ NOTES ON TiR3 AND INCLUDED MnZic REFERENCE PAGE JW -7473 BEFORE 7777 Greenback Lane VSE. a SHe 09 Design valid for use only with MRek connectors. This design h based any upon parameters shown, and Is for an Individual building component. citrus Heights, CA, 9551 giiiim in— Applicability of design poramenlers 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 tracing to Insure stability during construction Is the responsibility of the �R I erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding a fabrication, qua6ly control, storage, delivery, erection and bracing, consult ANSIIIPIT Quality Criteria, DSB-89 and BCSII Building Component M ITTr Satish Inlormallon available from Truss Plate Institute, 583 VOnoldo Drive, Madison, WI 53719. PAA !I"IM01icnris STANDARD GABLE END DETAIL M11/SAC - 20G 1211612006 PAGE 2 OF 2 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (NP) .� SIMPSON A34 — OR EQUIVALENT 2X4 No. 2 OR BTR GABLE EN 6'-3" MAX TO BEARING WALL 2X4 BLOCK 45° '2X4 S D OR BTR SPACED @ 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF BRAC . EXCEPT FOR BRACE EXTENDED STRONGBACK INTO E CHORDS & CONNECTED TO 2X4 No. 2 OR BTR CHOF 11S W/ 4-10d NAILS. MAX. NGTH = 7'-0" Q99LOvesst I G STANDARD TRUSSES SPACED @ 24" O.C. - 06 ALTERNATE BRACING DETAIL FEB 111 X06 NOTES 1)2X4 NO.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 10d BOX NAiLS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 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. ® WARNWG • Veri jg design parameters and READ NOTES ON TREES AND INCLUDED WTERREFXWWZ PAGE ,U f•7473 9EFORE :ISE. 7777 Suits Greeenback Lane s.s0 Design void for use only with Mitek connectors. This design Is based only upon pommeters shown, and is for an Individual building component. Citrus Heights, CA, 9581 Applicability of destgn paramenters and proper incorporation of component is responsibigty of building designer- not truss designer. Bracing shown Is for lateral suppport of individual web members only. Additional temporary bracing to insure stabilly during Construction is the responsibl@ly 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 duality Criteria. CSB -B9 and BC511 Building Component M iTektl safety Information available from Truss Plate Institute, 583 D'OnaGlo Drive, Madison, WI 53719. .v I - � ,' w.��.:}w'-ai:T:��'u�.....,.i.^:w.w.e ntui.n a�n : av� r. d.., ..._ .....„,... a-; e^a .k.i f• R > 9 {� r, r � r 6 � J C e 75 i• `. z t � 9 7 U g g Ey PLAN 9 q `°°"PR B5 sd3s4.J9i �["i3"1v' ;i". 4"aQ�.>t 8.��9„” f. U,Date: — t t ; i Landscap,— v, r' 1 5 j ' 1pt s � 1 � S 4� W� .............. a i } i iS"" A i t E s3 4 —11A r0d IT Not a LOCATED IN BEDROOMS AS PER CEC ARTICLE 218-12. '-01� E)FLOOR PLAN ' p _7 10 r42!�� + &BATH Iz DO (D m (E)4040 NO WINDOW 3068 bi FRAME FOR NEW11 En L=4' in 3068 DOOR W/ Lo CNI ui ui 4X12 HDR. �XD _ SMOKE DETECTOR 110 VQLT WITH BATTERY BACK UP (TYP \SwunE uE/o..vno SHALL. | |INTERCONNECTED /�\||V|N� ��Ok� \`-/`-' , '' ``^ ROOM /�\�|N|N� \`_/`�..`..." REPLACE (E) REPLACE (E) 3030 WINDOW OOJO WINDOW W/NBN 3050 W/NBN 6038 VINYL SLIDER VINYL SLIDER L Lo ���� APPLIED OVER 2X FRAMING AT 16^ O.C. -- HIGH EFFICIENCY LUMINAIRES OTHER THAN OUTDOOR HID:��WITH 8d .11 | , NAILS AT S^ ON CENTER EDGE NALED, 12' GENERAL NOTES CONTAIN ONLY HIGH EFFICIENCY LAMPS AS OUTLINED IN TABLE ON CENTER FIELD N� �COVERNG J STUD SPACES. w"w 150-C, AND O0 NOT CONTAIN A MEDIUM SCREW BASE SOCKET. FLOOR PLATE NAILED ' 16d NAILS AT 12^ ON CENTER. 1 ALL LUMBER TO BE DOUG BALLAST FOR LAMPS 13 Y&«JTS OR GREATER ARE ELECTRONIC 04 FIR �2 AND BETTER, STUDS TO BE STUD AND HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz' U�U�~~�� 1/2^ GYPSUM WALLBOARD . UNBLOCKED, APPLIED T0 2X FRAMING WITH =~ GRADE OR BETTER, UNLESS OTHERWISE NOTED u FRAME IN =" 5d COOLER OR WALLBOARD NAILS AT 7^ ON CENTER MAXIMUM. ' HIGH EFFICIENCY LUMINAIRES -OUTDOOR HID: CONTAIN ONLY HIGH SERVICES 2. ALL EXTERIOR HEADERS TO BE 4X12 UNLESS OTHERWISE NOTED EFFICIENCY LAMPS AS OUTLINED IN TABLE 150-C. LUMINAIRE HAS (E)3040 J. ALL CEILINGS TO 8E 8'-8^ FACTORY INSTALLED HID BALLAST. ' ^~ `� �- UNLESS NOTED OTHERWISE pERWANTLY INSTALLED LUMINAIRES IN KITCHENS SHALL BE HIGH 00 ' ul 4. BLOCK FOR TOWEL BARS EFFICIENCY LUMINAIRES.P TO 50% OF THE WATTAGE, AS 5 SHOWER AND TUB/SHOYYER COMBINATIONS SHALL BE ED DETERMINED IN 5LCluu INSTALLED -TH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE DR THE WITH TCBLUMINAIRES THAT ARE NOT � ' ^~STAT|C W|X|NG VALVE TYPE AS PER CPC SECTION 420.0. THERMOSTATIC HIGH EFFICIENCY LUMINAIRES, PROVIDED THAT THESE LUMINAIRES -- ARE CONTROLLED BY SWITCHES SEPARATE FROM THOSE 0 cl� Lo CONTROLLING THE HIGH EFFICIENCY LUMINAIRES. 3068 DOOR W/ PERMANTLY INSTALLED LUMINAIRES IN BATHROOMS, GARAGES, L`"'`~"' '`~~~~' ~''^''' ''--'~ -^--`-- HIGH -'--'-Y 4X12 HDR. LUMINAIRES OR ARE CONTROLLED BY AN OCCUPANT SENSOR(S) CERTIFIED TO COMPLY WITH SECTION 1 THAT DOES NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. 1. PERMANENTLY WIRE ALL SMOKE DETECTORS ON A DETECTED CIRCUIT PERMANENTLY INSTALLED LUMINAIRES ED OTHER THAN IN 2. THE FOLLOWING GUIDE LINES MUST BE MET ON WALL PLUGS K|TCHENS. BATHROOWS, GARAGES, LAUNDRY ROOMS, AND -ANY WALL OVER 2'-U" IN LENGTH SHALL HAVE A RECEPTACLE UTILITY ROOMS SHALL BE HIGH EFFICIENCY LUMINAIRES /EXCEPT -PLUGS SHALL BE A MAXIMUM OF 12'-0^ APART CLOSETS LESS THAN 70 SQ. FTj, OR ARE CONTROLLED BY -PLUGS SHALL BE G' -O^ OF END OF WALL OR OPENING A DIMMER SWITCH OR ARE CONTROLLED BY AN OCCUPANT -ALL PLUGS AT K|TCHEN, 8ATHROOMS, DUTS|DE, AND AT THE GARAGE SHA(LL SENSOR(S) THAT COMPLIES WITH SECTION 119THAT DOES BE G.F.I. PROTECTED NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. -PROVIDE AT LEAST TWO 20 AWP CIRCUITS AT KITCHEN AND LAUNDRY RO(JMS LUMINAIRES THAT ARE RECESSEDINTO INSULATED CEILINGS -FIELD VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BU|UD|NQ ARE APPROVED FOR ZERO CLEARANCE INSULATION COVER (K) DEPARTMENT AND THE POWER COMPANY AND ARE CERTIFIED AIR TIGHT TO ASW E283 AND LABELED AS Lill -THE LOCATION OF PHONE AND T.V. JACKS TO BE OWNER APPROVED pR|[}R TO INSTALLATION AIR TIGHT (AT) TO LESS THAN 2.0 CFM AT 75 PASCALS. -PROVIDE ELECTRICAL FOR HEAT AND AIR UNIT TO BE LOCATED AT THE S|iTE ^,�+ VERIFY WITH OWNER PRIOR TO CONSTRUCTION LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY -PROVIDE 20 AMP BRANCH CIRCUITS AT BATHROOMS Mum..=" TO " RESIDENTIAL BUILDING OR TO OTHER BUILDINGS_ `^`L^^-~~~ ^~'G~^^~^ ~^ ~~' LUMINAIRES--''-� ED BY A SEPARATE 20 AMP CIRCUIT -BATHROOM RECEPTACLES SHA BE SUPPLIED |^ -H|-''--'-� - TINAROUND NG POOLS/WATER FEATURES 'OR _ AND SHALL NOT HAVE EXHAUST FAN, LIGHTING OR OTHER OUTLETS ON IT AS ---N- OTHER CLE 680 R ARE CONTROLLED BY PER 01' CEC ARTICLE 210-52(d). OCCUPANT WITH INTEGRAL PHOTO CONTROLPROVIDE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR ALL CICUITS CERTIFIED TO COMPLY WITH SECTION 119(D). LOCATED IN BEDROOMS AS PER CEC ARTICLE 218-12. '-01� E)FLOOR PLAN ' p _7 10 r42!�� + &BATH Iz DO (D m (E)4040 NO WINDOW 3068 bi FRAME FOR NEW11 En L=4' in 3068 DOOR W/ Lo CNI ui ui 4X12 HDR. �XD _ SMOKE DETECTOR 110 VQLT WITH BATTERY BACK UP (TYP \SwunE uE/o..vno SHALL. | |INTERCONNECTED /�\||V|N� ��Ok� \`-/`-' , '' ``^ ROOM /�\�|N|N� \`_/`�..`..." REPLACE (E) REPLACE (E) 3030 WINDOW OOJO WINDOW W/NBN 3050 W/NBN 6038 VINYL SLIDER VINYL SLIDER 4/-E't (N)FLOOR PLAN, 4 � « �0�«� ��xN��� H.~��8u�����8�U^�a��xv ' r o) Lo 6-27-07 w"w , .� RUNGE 04 BILITTE ILL. L' 0 FRAME IN ��� ���� SERVICES ~ b j Z (E)3040 ~�� ��. �� _D ^~ `� �- �J t� 0� 0 I 00 ' ul W/muuW 0CL _ W � ' FRAME FOR NEW -- | ' 0 cl� Lo 3068 DOOR W/ 4X12 HDR. || 00 Lill 25 EGRESS | i i 1 | [% r 11 v�7 | | | L~4. | � L=4. | U | U U V 4/-E't (N)FLOOR PLAN, 4 � « �0�«� ��xN��� H.~��8u�����8�U^�a��xv ' r o) DRAWN BYli Lo 6-27-07 w"w , .� RUNGE 04 BILITTE ILL. L' 0 JUL 0 9 20 ��� ���� SERVICES ~ b j Z | ~�� ��. �� _D ^~ `� �- �J t� 0� 0 I 00 ' ul 0CL _ W 0 M _J W -- cy- < 0 cl� Lo /o ~~� U DRAWN BYli 6-27-07 RUNGE BILITTE JUL 0 9 20 DEVELO'-prAE NT SERVICES SHEET 1 OF 3 P,00F MAMING Wt5 1. DO NOT CUT ALTER OR DRILL TRUSSES 2. SEE EXTERIOR ELEVATIONS FOR SIZE AND LOCATION OF GABLE END VENTS 3. ROOF DESIGN — ROOF TRUSSES AT 2'-0" WITH R-30 INSULATION BETWEEN THE TRUSSES — 15# FELT — COMP. SHINGLES — SNOW LOAD 0# 4. PROVIDE DIAGANOL AND SWAY BRACING AT ROOF TRUSSES 5. PROVIDE SCREENED EAVE VENT WITH INSULATION BAFFLES AT EACH FOURTH BLOCK UNLESS OTHERWISE NOTED SEE 26-4 U.N.O. 6. PROVIDE H-1 ANCHORS AT EACH TRUSS UNLESS OTHERWISE NOTEfD 7. BLOCK FOR CABINETS 8. 6x12 TYPICAL HEADER UNLESS OTHERWISE NOTED z 9. SEE TITLE SHEET FOR ADDITIONAL NOTES 10. 1/2" OSB OR CDX PLY. ROOF SHEATHING W/8d 0 6" O.C. EDGES & 12" O.C. FIELD 11. TOP PLATE SPLICES -4' LAP W/8 -16d LAP SPLICE NAILING N -)-ROOF FRAMING PLAN :EN TRUSSES ?USS SIDING PER ELEVATIQNS --\ 2x6 MUDSILL W/ 1/2" - AB W/ 2x2x3/16" WASHER® 6' O.C. EMBEDDED MIN 7" #4 REBAR CONT. 3" FROM TOP AND BOTTOM 2 - WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE SHALL BE BOLTED WITH 1/2" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT CRITERIA IS INDICATED ON PLANS. 14'-6" N)FOUNDATION PLAN 0 1 2x6 STUDS 0 16" O.C. R-19 BATT INSUL. 1/2" GYP BD SEAL FOUNDATION 0 MUDSILL 4" CONC. SLAB 6x6 10/10 W.W.M. 4" GRAVEL FILL JJE o0800 00 6 0�d-,0, C-4 EXTERIOR FOOTING SLAB FLOOR DBL TOP PLATE 2x4 OUTRIGGERS 0 2'-0" O.C. MAX NOTCH INTO TRUSS AND BUTT INTO FIRST STANDARD TRUSS 2x2 BETWEEN OUTRIGGERS 28 BARGE TIES/ OUTRIGGERS 29 TYPICAL GABLE END MAN. TRUSSES 2x BLOCKING BETWEEN TRUSSES FOR UPPER CABINETS STC. CLIP 0 LOWER BOTTOM CHORD & INTERIOR NON BEARING WALLS INTERSECTIONS /-5/8" GYP BD 2x4 EAVE BLOCK PROVIDED SCREENED EAVE VENT W/ INSULATION BAFFLES -2 FRONT, 2 BACK 1/2" CCX PLY. 0 EAVES /2" GYP BD � J(� / 1x4 TRIM' 2x6 FASCIA UPPER CABINETS SIDING - SEE PLAN— 24 ,., BLOCKING/.CI�Rs-LBC f . k 26 1/2" CDX PLY 1/2" CCX PLY 0 EAVES GABLE END TRUSS —i GABLE EI A35 0 4E 1/2" CDX PLY. II . SIMPSON HI TIE AT EACH TRUSS (4)-1611 COMMON NAILS "ETWEEN OUTRIGGERS 8D COMMON NAILS AT 4" OC 2X6 STUD WALL AT 16" O.C. SECTION A -A --ROOF 5HEATHING 2X4 BLOCK-] TRIM 1 1 TO 1.5 I 2)-1611 COMMON NAILS EACH END X6 DIAGONAL ' SHEAR PLY/W BRACE AT 8'-0" OC 6/12 xx 'RAMING \-AV.3 VJ 35 FRAMING ANGLE ONTINUOU5 2X DRYWALL BACKING WITH (2) ROWS 1611 COMMON NAILS AT 6" OC GABLE END BRACE H1 ANCHOR ALL TRUSSES 3LOCK BETWEEN TRUSSES STUCCO EXTERIOR 0/ 3/8" SHEAR PLY. 0 ALL NEW ELEVATIONS DRAWN BWi . c0 •• DATE, W cy— O) � O w Q rn LL • w LL- -Q Q JUL 0 9 2007 N m O Q N w0 Lj j I Z � �� 3 O _� 00 O � X U CL Ld w ., O M —j w � V) CL J D Lj m m DRAWN BWi . CHECKED1 •• DATE, W cy— SCALE: � O w Q LL B, -U TE J -Q JUL 0 9 2007 z W U Z SHEET # 3 OF, 3 O _F- ., �— LLJ < J D Lj J L0 ry Z o Q 00 DRAWN BWi B. ` RUBANOFF CHECKED1 DATE, 6-27-07 SCALE: 1/4"=1'-0" U,N,0, JOB; RUNGE B, -U TE coUN` Y JUL 0 9 2007 DEVELOPMENT SERVICES SHEET # 3 OF, 3 0 1 Z. 0 GRAVE A SPFCIES FORI TRUSS SPANS AS,1KOTMAELOW, i DoUw�%�Jwma CstibslilUlad whore H4M-Fir.:ix 6"011wo') jp OF H. 44-io ow-� 1 2 :n 0 T7 �170'"dj 'n; of ft M"Woo. wbd..iw ll� IA I -.M, 04"m, we" 0 �0 A" bo~ sillft, T777' 1!� 0. If if yF4j'NjI II .I ,{ 6 Irl.It i ! I I � , I I I ! i !! I I "i 70 t10 ' I 41 � I Iii u + i II rz�ISI Iv � II I if yF4j'NjI II .I ,{ 6 Irl.It i ! I I � , I I I ! "i 70 t10 Irl r ( , {�Ei' ° if yF4j'NjI II .I ,{ 6 Irl.It i ! I I � , I I I !