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024-200-034
COTHREN, N.S. 935-67B* 185-66B 107-66P 1/ app. . 500 ft . off n/s Chandon ve . Va ong w/.s S.N.R.R., Gridley (new guest roo & garage for trailer) (*RENEWAL) 17- a 2- 6 z 1 i V024-200-034' 94,-0075B,P;E,k V MATA, RUBS 291 RUTH ANN WAY, GRIDLEY "' 5 •ADD LIVING RM,DEN,BATH &GARAGE,/ RESTRUCT RO.OF/SF 024-200-034 94-1191E MATA, RUBIN 291 RUTH ANN WAY, GRIDLEY } / l000l ELE SER FOR BP#94-0075 B07-0495 •024-200-034:. I I MISCELLANEOUS Room Addn-First Stry MASTER BEDROOM AND BATHROO. 291 RUTHANN WAY M TTA, RUBEN A & SOFIA CP 0 024-20-0-034 RUBEN MATA 99-0020a 291 Ruth Ann Way, Gridley (store hay,tractors) AG EXEMPT 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: 291 RUTHANN WAY Owner: Permit NO: B07-0495 APN: 024-200-034 MATA, RUBEN A & SOFIA CP Issued Date: 04/27/2007 By KCG Permit type: MISCELLANEOUS 291 RUTHANN WAY Subtype: Room Addn-First Stry GRIDLEY, CA 95948 Expiration Date: 04/26/2008 Description: MASTER BEDROOM AND BATHRt 530 Occupancy: Zoning: A40 Contractor Applicant: Square Footage: DEUNAS CONSTRUCTION MATA, RUBEN A & SOFIA Cl Building Garage Remdl/Addn 9846 DEREE ROAD 291 RUTHANN WAY 756 LIVE OAK, CA 95953 GRIDLEY, CA 95948 Other Porch/Patio Total (530) 695-1165 756 FEE INFORMATION Ag Com Building Permit Clearan $32.50 DBEH Building Review Fee $75.70 DBF Room Addition - First Stor $340.94 DBMSC Room Addition -First Stor $511.41 DBSMIP Residential $0.50 Total Charged: $961.05 Fees Paid: $961.05 Balance Due: $0.00 Receipt No: B2166 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License DEUNAS CONSTRUCTION 882698 / B / 08/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, , also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 04/27/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors 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 �.i I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED [� CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The 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 AMERICAN CONTR! 10135782 Carrier: Policy Number: Exp. Date: Contractors License Law.). (This section nee not be completed if the permit is or one hundred dollars ($100) es—or s ) —/ ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: �I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 04/27/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Own s Signature Date 7S.'' X A�� 04/27/2007 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 Stale laws relating to building Sigrr5fure Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its , 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,Bath, and property damage caused by, arising out of, 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 that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. coLlaty to enter the above mentioned property for inspection purposes. I hereby certify that I am the rop Y owner a u rized to act o the property o ers behalf. CONSTRUCTION LENDING AGENCY a �, v -, 04/27/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ame of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) 26w'ner 1:1 Contractor OR; Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0495 Location: 291 RUTHANN WAY Parcel Number: 024-200-034 Owner Name: MATA, RUBEN A & SOFIA CP Description: MASTER BEDROOM AND BATHROOM ADDITION Date: 03/14/2007 By: GLB Sub Type: Room Addn-First Str Phone: 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 ❑ ❑ ❑ ❑ I■�■1 i'Ala ■ �0-1 DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 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: 2/Signature of Property Owner: Date: 03/14/2007 FILE BUTTE COUNTY FEE SUMMARY County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0495 Job Address: 291 RUTHANN WAY Contractor: DEUNAS CONSTRUCTION 9846 DEREE ROAD LIVE OAK, CA 95953 Printed: 03/14/2007 1:43 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt Ag Com Building Permit Clearan DBEH Building Review Fee 0010-460001-4612200-1010 $32.50 03/14/2007 $32.50 DBMSC Room Addition -First Stor 0021-540013-4614901-1010 $75.70 03/14/2007 $75.70 DBF Room Addition - First Stor 0010-440001-4210500-1010 $511.41 03/14/2007 $511.41 DBSMIP Residential 0010-440001-4210500-1010 $340.94 03/14/2007 $340.94 1001-0-280-1011298 $0.50 03/14/2007 $0.50 Printed By: Gwyn Benedict 961.05 $961.05 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: /' Date: 03/14/2007 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 SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ( r'A le ,]� i V) I Building Department No. 6 Tax Rate Area'No. 6?, Z 0, A.P. Number f�% f ( (j� L' Jurisdiction: = City County Property Owner I` 4 cal Property Location/Address J ?-4 J -I-- k () VI\V \I '72, �1 / Subdivision Lot No. Residential DevelopmentQ No Living Mobile Home ................................................................................................... �j Sq. Footage 'Supplemrtal of Add tion/ o�'" (Group R) Units Installation Conversion Permit # Cr. Demo - ( ) :................................................................................................... *(No foundation inspection) i existing sq. ft. see attached Net total sq. ft. 5Zo Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) i Commercial/Industrial Q Sq. Footage New Addition (Including Exterior tail t n oQ.c Roofed Areas) 3� l D Building ( p\a\rtm ft R1/epresentative Date District Identification No. ' 1 1 b School District certifies that /^ 1 I ^p a n n' (Payor) \ A `'1 L (Street Addr ss) (City (State) (Zip Code) (Phone Number) has complied with the requirements of Resolution No. F-, by payment of $ C� ob representing square feet. AB 2926 $ ' FULL MITIGATION $ School District Repvresenthilve v V Date Paid by Check # � 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 the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0495 Date: 03/14/2007 Location: 291 RUTHANN WAY Parcel Number: 024-200-034 Owner Name: MATA, RUBEN A & SOFIA CP Phone: Description: MASTER BEDROOM AND BATHROOM ADDITION Signature of Property Owner: 12L Date: 03/14/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (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: B07-0495 Date: 03/14/2007 Location: 291 RUTHANN WAY By: GLB Parcel Number: 024-200-034 Sub Type: Room Addn-First Str Owner Name: MATA, RUBEN A & SOFIA CP Phone: Description: MASTER BEDROOM AND BATHROOM ADDITION 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: Date: 03/14/2007 Title: FILE License Detail California Home fo r is Page 1 of 2 License Detail CALIFORNIA CONTRACTORS STATE LICEN. Contractor License # 882698 DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: . CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below. Click on the lin button to obtain complaint and/or legal action information. . Per B&P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. . Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. . Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. Extract Date: 03/14/2007 * * * Business Information * * * DUENAS CONSTRUCTION 9846 DEREE ROAD LIVE OAK, CA 95953 Business Phone Number: (530) 695-1165 Entity: Sole Ownership Issue Date: 08/15/2006 Expire Date: 08/31/2008 * * * License Status * * * This license is current and active. All information below should be reviewed. * * * Classifications * * * Iclassil Description © GENERAL BUILDING CONTRACTOR * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 10135782 in the an $12,500 with the bonding company http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 03/14/2007 License Detail AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 01/01/2007 Contractor's Bonding History * * * Workers Compensation Information * * * Page 2 of 2 This license is exempt from having workers compensation insurance; they certified that they employees at this time. Effective Date: 03/29/2006 Expire Date: None Personnel List License Number Request Contractor Name Request Personnel Name Request Salesperson Request Salesperson Name Request © 2006 State of California. Conditions of Use Privacy Policy http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 03/14/2007 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL, REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLIC4TION Website: www.buffecounty.net/dds sem- /9-4Sy5"PLEASE PRINT CLEARLY" OWNER INFORMATION ' Last Name irs er-s. Mailing Address�gl 1 Q t v City / StatIC4 Crv Zip �948 Phone p , yli • 02 Z Fax E-mail U O Iri CONTRACTOR Name DL_RVIA. + 0 Address �. e City L ,, Phone,30_.., - 02L Statec a Zip T s Phone 5 0 _ f _ Z Fax E-mail �, Date Approved: Lic. # CI s Iri ARCHITECT/ENGINEER Name Address;?I v fiA a fln /� Address Sta ea City Phone,30_.., - 02L State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT INFORMATION Name AtAe^ Address;?I v fiA a fln /� City I -d k? Sta ea 7ap Phone,30_.., - 02L Fax I E-mail T`v C , C 61y% - APPLICANT SIGNATURE X Fnr nffica use only' Zoning AP# J7 00 ✓ ©3 L. Flood Zone tY r,'c�le SRA I Yes No Occ, Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BIND PROJECT LOCATION AP# J7 00 ✓ ©3 L. Pr�pperty Address 0(41 h f3 ac tY r,'c�le Cross beet � Oh WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: lton Df Aou,;4er 8edroanq 0 75'6 S,& Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: Sheriff ?U M 7 SMIP 0` 0_0 Other Dat Total BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE„CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT VIA- PERMIT I - PER IT NO. U Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. /� o� G ZONING /1 OWNER PHONE NO. f,�5— &117"'� OWNER'S ADDRESS � 9� ,� !�/J 6zcz&4!��k LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE ' X _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL–X-- CONCRETE OTHER(Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST76ONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: t _ r i - FRONT �s�`"'�� SIDES *--5 /IWw✓ REAR 2� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. *G Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to copVl`yw1Jh the requirements in effect at that time and before occupancy. iI JV '4� Date Permit Fee - $60.00 Signature of Owner The above described AG Building is exempt from a byilding permit. / �/F FL PAR L P.D ROOF G ISSU Receipt No. Sb I/ Manager ��BuildinZ�P� v. `y7��. ByDate / White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant j _P//h0/O�P17�Pn� 000,0o"'s �Xe fl . 11 �{ .��, � +� . -. - �� '� .. � .. �i > � � �' , , �; �� I�� _ �� . �, �i ii �I �� - �f �1 i. ,, ;. ,, .f ii It .� I� t RESIDENTIAL (� 024-200-034 MATA, RUBIIV 94-0075B,P,E,M 291 RUTH ANN WAY, GRIDLEY t t ADD LIVING RM,DEN,BATH & GARAGE, 4 ` RESTRUCT ROOF/SF is • . i d a. �t 4 R t OFFICE COPY f Addre GAS a e- er 'BY ELECTRIC pate Meter BY _ JOB FINALED (Date) Signature V=OK O=Not OK Not R�dyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils;,Special MH Support Sketch 3. Sewer; Locatlon-Test-Fall-C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch)•' 5. Electricity; Location-Clearencea-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / P 1t. ' / /"Nat. or/ /%"ft./ /"LPG 7. Well Clearance & Disconnect 6. Utility Clearance -f Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector e 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ina. to Main In Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable = Not Ready OK RESIDENTIAL (Single & Duplex) ftg,:,Aain; Soils-Elec. Grnd.-/ P' Ftg. De fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg., Porches & Decks; Soils -Steel-/ /Ftg Stemwalls, Main; Steel-Blockouts-WraoDe ))k<!)% '6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped lers-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16, Insulation Date/Initials PLUM"G Permit OK except #'s - 16 ate tr.; Vent -Access -Combustion Air -Baffle star Pipe; Test & Anchor -Nail Protection 18. W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. -Fixture & Transformer Clearance -Ins. Protection c. Receptacles Spacing -Lights & Switches at Doors 21,91zze-Boxes & No. of Conductors -Stapled ✓� omex Installed Close to Edge of Studs & C.J. �6quip. Ground made up w/Meth. Fastners-Bond Gas &Water Appliance Circuts in Kitchen & Conductor Size/GFI 2 . Su feed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. u or Al 29 a Circe-/ / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No Riser Conductors & Ground -Mein Disconnect ` 31—Equip. Clearances Panels -Motors -Mach. Equip. Clothes Closet Light -Shower Light -Spa Light 33. S.0Dke Detector Date/Initials MECHANICAL Permit OK except #'s 34. A.C. Ducts Insulation & ort 35. Vent Fan; Exhau ove insulation 36. Conden rain & Overflow; Size & Grade 37. Fur ce-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3_"t-' Access & Platform if Furnance in Attic Date/Initia G Plans OK except #'s 9. roper Material & Anchors 40. W tuds-Nailing, Spacing & Bracing -Plates -Sound t. ells over Girders & Floor Nailing _ kip in Walls (rat proof) '*�43. Fire s; Furred Ceilings -Stairs -Chases -Tub (jt4!Tieaders & Beam -Size & Bearing Date/Initials / FRAMING (Continued) . Joist-Rftr. ties -Purlln—' roof Brac-Truss-Shthng.-Rfng. A apiece Ties or Type A Flue -Fireplace Throat clearance Atfic Access; Size & Romex Protection -Draft Stop -Ins. Baffles OKTN-rm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5 Ire Protection Framing PrrWortSFL`ine Firewall & Openings bf'Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. S th-Headroom-Rise-Run-Landing-Fire Protection plyw d on Roof Overhang -Attic Vents -Rafter Outriggers EliEpath Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access Wells; 59. Date/Initials FINAL Mans) OK except #'a Ext. taps -Door & Sidelight Protection -Landings /6Z-1_m.,kj, Detector rnace; Vents -Clearance -Comb. Air-Connector- 12,2arege; Above Floor -Ducts -Mach. Protection Be o Exiting 6 .. & Bath Fixtures & Tub Access -Spa BB"• EI . rim & Subpanel; Breaker Sizes & Labels JW'Sjdfrs & Rails lace or Stove; Clearances -Hearth Outlets at Wood Panel; Int. & Ext. 7 it.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7 V. -Outlets & Receptacles at Kit. Counter Ge ge Fire Door, Swing -Landing -Closer .C;Duct in Garage -Damper 7 0 r. 'W Vents -Clearance -Comb. Air-Connector-P.R.V. In G rage; Above Floor -Mach. Protection 7 b ,E ec. & Mach. Equip. Listed for Location 7 le Receptacles in Garage; (G.F.I.)-Romex Protection nsul n -Foam -Looked in Attic ❑ Yes 7 gLd-Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clea a Looked under Floor Yes 8 ollowi . g instld.; Drive ❑ ❑ No; Walks ❑ Yes ❑ No; P ers ❑ Y w❑o Stucco; B n -F 09 82_ A:C. Unit; Disconnect, EI rival, Plumbing 83. Vents Above Roof; Plbg -Appliance-Fireplace.-Clearance to • Openings X84 ,Vater Well; Disconnect, Electrical, Plumbing 68. Oterior Elec. Trim; G.F.I. Receptacle -Underground _8 . ahtilation Throughout House 8'% 9jass Protection r 8 . Co ctions from Previous Inspections 8 Test -Meters Tagged; Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, CaPifornia 65965.- Telephone (916) 538-7541 PERMIT NO. APPLICATION AAD PERMIT 9 k-Do75 1 dRPARCEL NUMBER 024-20-0-034 ZONING A-40 BUILDING PERMIT ER RUBIN MATA 846N6722 SO. FT. OCC. BUILDING VALUATI OWNER'S MAILING ADDRESS 291 RUTH ANN WY GRIDLEY , CA 95948 0 M 7,920.00 CONTRACTOR'S NAME RUBIN MATA 846 -NE 208 C 2 , 7 . 0 EST 800.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER N X Fireplace Total Valuation Is 53,544.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 432.50 ARCHITECT OR ENGINEER ucENSE NO. Plan Checking Fee $ 281.10 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MA LI DRESS Penalty $ BUILDING ADDRESS 291 RUTH ANN WY PERMIT FEE $ 756.60 GRIDLEY CA 95948 PLUMBING PERMIT Filing Fee 20.00 Each Trap 4 7.00 28.00 Solar or heat pump water heater 23.00 Water piping 15,00 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15,00 Mobile Home S G W �20'00 TYPE OF WORK New O Addition CXRemodel CX Utilities O Installation O Other O Describework: ADD LIVING RM, DEN, BATH, PERMIT FEE $ 78.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 GARAGE & RESTRUCT ROOF Main service ( 2GOA ORLESS 1 23.00 Main Service ( 200A TO 1000A ) 46.00 4 NEW OR ADDNS.T ( D 8EACCGBIDSULLINOCCP I 3.50 FTT..' 42.70 CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 5[ 1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS I @7.50 POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ 1.0000 Ex. Occu FIXED APPWS. OR Occup. ( OUTLETS (RESID.) EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $ 100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 69-70 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 94 50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to416 enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in copse uenc�%e of the granting of this permit. X Date 1 ho /f / Signa,We of Applican Own O Contractor JX Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ nn occ CONST. TYPE TOTAL FEE $ 967.80 HAZ. D F IMP Ir-� FLOOD I CDF PARCEL PD HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. S n, DIRECTOR OF PUBLIC WjDateJ2 By TReceipt PERMIT EXPIRES ON.5 (Dare) No. 153990 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVELbfPM NT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIF�RNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER ' Proposed Building Use A. P. h t/ -ao-a - p 3,54 Building Inspector Date 6 •a;% At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: , / DATE RECEIVED BY 1. All items have been submitted . ............. i ............. 2. Plot plans,.3/4 sets, signed by preparer of plans Com lete plans, 3/4 sets, signed by preparer of pl ns. .........:: -Z - .4. ngineered plans and calcs, 3/4 sets, with wet signature on plans.. ............. a 5. Hazardous Material Form. ................................... . 6. Energy Design Compliance and supporting documentation . .................. �7'. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10- Fees of $ . ................ . 11. Impact fees as shown on attached schedule. �4� ............. mss" 12. California Department of Forestry plan approva /fees ......................... ZZ� 13 Flood elevation letter (100_year flood) by California Engineer ................... 4. Sanitation and plot plan approval OA r®- Health Department . 15. City of Chico plumbing permit. ..' ...................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). ........... 20. Pre -inspection for Pre4nspection ;34u�- required. ..toB.;Id;n9Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. ........... 23. Owner -Builder Verification (Given to owner , Mail to owner _V ...... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation"and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ 28. Mobilehome utility clearance . ........................................... 29. Documentation of legal access . ...................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list. ...........- ........................................ . 33. -34. When u issue the permit, process as foT[bws: Mail to owner. Mail to contractor. Tel phone and hold fol pickup at ,office. f Deliver with inspector. Oth / Parcel Creation Acreage Applicant � Date 7/ 6 /cy 5 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By , The following data must be submitted prior t permit issu nce: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ' Contractor, designer, owner, was advised of above required data by_ phone _mail Counter by _ Date v i Contractor, designer, owner, was advised of above required data by _ phone -mail Coun er by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder TXXW_.5 j1<'{/ / - Copy - Department of Public Works / TO: Building Department FROM: Environmental Hcalth ' SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sexvage Disposal 'vViter Supply: I'uhhC Clearance forbedroon)-u� home. Other Hold final for: Final clearance O.K. for: NOTE-: Environmental Health Specialist 8/92 h.11. QY Hot Plan Atludied y.a (Your Plan Attuehc41 Sunt to 11,1), APIs Private Well Date COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road,,Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If have any questions pertaining to this matter, or need additional explanation, ,please co his office jmmedia tely. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, 'Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE vwrvtn PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you h ny questions pertaining to this matter, or need additional explanation, please contact office immediately. r AII 111 111,1111 !11. r r i t r• i �- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the abovea dress and should be corrected. Please notify this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please cc act this office immediately. Date Inspector REV 10/92 COUNTY OF BUTTE - Deoartment of,Public Works 7 County Center Drive,,Orbville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and -issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I.(have/have not) signed an application for a building permit for the proposed work. \I have contracted with the following person (firm) to provide the proposed construct'on• Name YM oAln zak#�6-A Address I 20 RA N fitI 's' 0 17 City SvI ,e Phoney 74/f- /37 Contractors License No. I plan to provide portions of this work, but I have hired the following person to coo r n e, supervise, and rovid�e the major work: Name 9 7 Z AAW G4A/i &A Address IYLO AhMo'Ar ?_ r s#17 City A44&Y5'✓i1j(,e Phone 7y!2 -?/3 7 Contractors License No. 1\5. I will provide some of the work but I have contracted (hired) the following \persons to provide the work indicated: Name.Address . Phone Type of Work 12 ,0�✓0 VW A /Y ty A2AMAka Lslow? >Yf -9/37 MAM t 10-/4ai/� u AlhA Z 11" —AP Y& C*M Signed. Property Owner r Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to. our office before we are per- mitted to issue the permit. , BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department No. A.P. Number Z y' O - 3 `/ Jurisdiction City �ounty Property Owner AU t„ J 11.14 r-4 Property Location/Address Subdivison ' Lot No. Residential Development r'0 El/ Sq. Footage ,No. of Living MHI Addition (Group R) Units % i Commercial/Industrial r` , .'` / 0 Sq. footage ' New Addition (Including Exterior Roofed Areas) Buil ing epartmen epresenfive _ Date rf A (Floor Plans reviewed by School District Personnel) District Identification No. AW �Y School District certifies that (App cant) �,c i� . � . �s .! ✓.fn iii (Street Address) (City) (State) has complied with the /requirements of Resolution No. representing y - square feet. Schoof District epresentative Paid by Check Number I Bank Numbers°"' 1/3V 1.2-101, Paid by Cash Remarks:— l ii - /i✓ / (Phone Number) �sya Code) au! by payment of $ � M fV Date If, subsequent to'the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),- this. project may be subject to additional school fees to fully mitigate its impact on the school district's schools. J .A.10,VVhite (applicant), Yellow (building department), Pink (school district) feeformmkf (4/92) ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE COMPLIANCE Owner Climate Zone Permit # R�-�%�ZPJ Floor Area �0 The following data showing mandatory and required features shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic -conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. Climate Zones 11 and 16* Component <=100 sgft 101-499x,.500 99 >=1000 sqft Ceiling R-19 R_-38 R-38 R-38 Ins. - wall Ins.- R-13 R-13 �R=13� R-19, 21 Floor Ins. R-13 R-19 R-19 R-19 Slab Edge NR NR, R-7 NR, R-7 NR, R-7 Ins. Glass (U) .75 .75 .65, .60 .65, .60 Max. Glass 50 sq.ft. 16% + 16% + I 16$ Removed -Removed Shading NR .66 6-,- .66 Coeff(S&N) Shading NR .40, .66- :40, .66 .40, .66 Coeff(W&E) " Thermal NR 5% Raised 5% Raised 5% Raised Mass 20% Slab 20%.Slab 20% Slab Heat, Elect Not Allowed Not Allowed Not Allowed Not Allowed Resistance Heat, Gas AFUE 78% AFUE 78% AFUE 78% AFUE 78% Heat Pump HSPF 6.8 HSPF 6.8 HSPF 6.8 HSPF 6.8 Split Sys. Heat Pump HSPF 6.6 HSPF 6.6 HSPF 6.6 HSPF 6.6 Package Cooling - SEER 10.0 SEER 10.0 SEER 10.0 SEER 10.0 Split Sys. Cooling - SEER 9.7 SEER 9.7 SEER 9.7 SEER 9.7 Package Increased # Allowed w/ Allowed w/ Allowed w/ Allowed w/ of Wtr Htrs calculation calculation calculation calculation * One entry/column = req both zones, 2nd entry = req zone 16. SPECIAFEATURES/REMARK 13Ay ��� V X_9 �aaerst LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 40 LUMENS/WATT DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. (Jan 93) SIGNS URE OF B ILDIN DESIGrI OR APPLICANT IM _V -- NORTH Perspective Plans from Raymond Zuniga 749-9137 b m u.,o n i� �t 'd o� $Hbsb , 'r;) ��r'J9 �� o; t=91 g v 5 ly-V Y 40 w N ��►� '190,90/ I� h 'raAn /90,90 ft M "ei C ` /A � r V ,ZZ VN /90,90 ft M COUNTY OF BUTTE - DEPARTMENT OF (I EVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Cali sumia 95965 -Telephone (915— U 1 PERMIT N0. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 024-200-034 A40 ZONING BUILDING PERMIT OWNER RUBIN MATA TELEPHONE 846-6722 SQ. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 291 RUTH ANN WAY GRIDLEY 95948 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 291 PERMIT FEE $ GRIDLEY, 95948 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF LXDuplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑n Addition O Remodel Cl Utilities 1:1Installation ElOther Describe Work: EI—ECTRIC; SERVICE FOR #94 807-5 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service 1 BOOV OR LESS ) 200A OR LESS 23.00 23,00 Main Service 1 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( BLDS. ) S0. 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. , Business and Professions Code forthis reason _A_ACC. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 7.50 ( POWERAPPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 ,1Z 1.00 BAL.b0 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, � d ants, costs, and expenses which may in any way accrue against said County i o equence of th ranting f this permit. N Date /1— Z,6 ^ 9<�_ Signatur of Applicant - O Owner O Contractor ❑ Agent ' An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ• 1 D. FEES I IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resol ions to do work indicated o e for wh'c as have a paid. By Date #1,14 4 PERMIT EXPIRES ON (De tel Receipt No. 162715 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Oroville: Chico: Attention Property Owner: COUNTY OF BUTTE Department of Development Services Build`e Division 7 County Center Dr., Oroville CA 95965 1469 Humboldt Rd., Chico CA 95928 OWNER -BUILDER VERIFICATION Ph: 916-538-7541 Ph: 916-891-2751 An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) -2. (have have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed NOTE: Property Owner Social Security Number Date This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. 6"x 12" vents on door looted within 12' from top & bottom. concrete landing 36" minimum deep PORCH AREA 208 SQ. FT. GARAGE AREA 440 SQ. FT. EXISTING LIVING AREA 1552 SQ. FT. NEW CONSTRUCTION AREA 756 SQ. FT. TOTAL AREA 2956 SQ. FT. Seismic straps for the water heater shall be straped from the top & bottom 1/3 of the tank, & installed 18" above the floor with pressure relieve valve & condensate drain = - EXISTING WALL :__ ......: NEW WALL E �'=I= WALL TO BE REMOVED Provide water heater exhaust vent & FRAMING JOINT DETAIL combustion air no scale <' 91 13' 312----9'10 onor -- — --------------- NEW ------- FLOOR PLAN Scale 1 = 1/8 NEW LIVING AREA 2308 sq ft u LL Z a LL CL C a' a PROPERTY I TNF inc- PLOT PLAN CHANDON ST. SCALE 1 = 1/16" PORCH AREA 208 SQ. FT. GARAGE AREA 440 SQ. FT. EXISTING LIVING AREA 1552 SQ. FT. NEW CONSTRUCTION AREA 756 SQ. FT. TOTAL AREA 2956 SQ. FT. 6"x 12" vents on door located within 12' from top & bottom. concrete landing 36" minimum deep N06 aW► 0^0.0. wd. - Seismic straps for the water heater shall be straped from the top & bottom 1/3 of the tank, & installed 18" above the floor with pressure relieve valve & condensate drain Provide water heater exhaust vent & combustion air - EXISTING WALL NEW WALL . WALL TO BE REMOVED FRAMING JOINT DETAIL no scale I •I L 3'2-'�--10'---'Z=---9'10 9 13' sYno.". BWP lonor ° ° F 5040 H.S. ewP 5040 H.S. 5WP ' 5040H.S. F" ° 5WP PT VAULTED CEILING weatheratripped BWP 2 2468 ' 22' x 30' attic access with 30' minimum WCL NEW DOOR 3 aWP j HEADER BEAM ! head room ST -24 �T (4 x 12ID.F. f 2) I i --BWP ---y--^--------•-• MASTER --------=------------ Rmolsture --•--^ . .-. _ . _ __ .. �� ��. BEDROOM ... ST -i4 FLAT .......:- STRAP M tOP ohne fOO for HVAC BWPDUAL PAtx468 BEDROOM ATTIC VENT CALCULATION 5036 6WP 756 sgR/150 = 5.04 sqft I awvH.S. i 1 All bedroom egres window to be 5.7sgft clear (20" wide x 24' high 4" sill height. BwPS s'-- ' height 44" max typical 2 SIMPSON A44bedroom ® NMPSON A44 2668 — 2 SIMPSON A" T Fdryerv�en�t BwPl `° THE CLOTHES DRYER EXHAUST VENT TERMINATION SHALL MAINTEIN A MINIMUM 2668 moisture proof CLEARANCE OF 36' TO ANY OPENINGS INTO THE BUILDING, AND SHALL BE FILLED WITH y A BACK DRAFT DAMPER PER THE 2001 CMC 3068 SECTIONS 504.3 AND 504.5 LIVING — - F ROOM ----------------------------------------------------------1111 --------------------------------- s DINING ~ ROOM 403 o KITCHEN H.S. =v- Alia ENTRY \ 3068 5040 H.S. 4040 H.S. io PORCH 3068 251 x 7'8 ---•- •--- a I 4.S .. H.S. '°o I �I Fc-- �rI 2468 JS 068 BEDROOM CL11 FAMILY ROOM GARAGE 21'4 x 1918 r -----------------------i � 1 � I I I I i I i x'r met roll -up door n 161070 FLOOR PLAN Scale 1 = 1/8 •1.BnwP � I ( ew�P --41-4 �o I 511361 H.S. i Co i C? I u ao 6oso� o H.S. i u1 I l 0 404 H.S. ~ I I • o i i NEW LIVING AREA 2308 sq ft X 6"x 12' vents on door looted within 12' from top & bottom. concrete landing 36" minimum deep PORCH AREA 208 SQ. FT. GARAGE AREA 440 SQ. Fr. EXISTING LIVING AREA 1552 SQ. FT. NEW CONSTRUCTION AREA 756 SQ. FT, TOTAL AREA 2956 SQ. FT. Seismic straps for the water heater shall be straped from the top & bottom 1/3 of the tank, & installed 18" above the floor with pressure relieve valve & condensate drain Provide water heater exhaust vent & combustion air moe IIe - to— EXISTING WALL :__ ....: NEW WALL WALL TO BE REMOVED FRAMING JOINT DETAIL no scale _ g 13' 3'2— =---9'10 s"ft— S.nmen ewP 5040H.S. h"00— 'P -Pe WCL NEW DOOR HEADER BEAM (4 x 12 D.F. a 2) a BWP :... = = == y- ------=------ ': ST -24 FLA1 STRAP 468 BEDROOM i BWP )ewP All bedroom egres window to be 2468 5.7sgft dear (20" wide x 24" high X 44' sill height. awP i 9' Sill height 44" max typical a. 2 SIMPSON A44 @15 bedroom ewP �.H wleromwq rdw CL 5068 NEW coon ' SIMPSON A44 2668 ---1 —2 SIMPSON A44 10' -- + 16L- eWP bm 310'---'�2'10- — FBW �4 W.CL' H.S. ewp 5040 H.S. VAULTED CEILING v P' 4" dryer vent max. heigh weatheratripped BWP2 ao 22' x 30" attic access 2668 with 30" minimum — head room ST -24 FLAT STRAP\ MASTER — - tempered sareq glazing 47- BEDROOM n 4030 2668 mwpor100 fOr HVAC BWP i v H.S. , DUAL PACK 1 ry i DINING ATTIC VENT CALCULATION e 11 moisture p 1........ I 756 sgft/150 = 5.04 sgft. moe IIe - to— EXISTING WALL :__ ....: NEW WALL WALL TO BE REMOVED FRAMING JOINT DETAIL no scale _ g 13' 3'2— =---9'10 s"ft— S.nmen ewP 5040H.S. h"00— 'P -Pe WCL NEW DOOR HEADER BEAM (4 x 12 D.F. a 2) a BWP :... = = == y- ------=------ ': ST -24 FLA1 STRAP 468 BEDROOM i BWP )ewP All bedroom egres window to be 2468 5.7sgft dear (20" wide x 24" high X 44' sill height. awP i 9' Sill height 44" max typical a. 2 SIMPSON A44 @15 bedroom ewP �.H wleromwq rdw CL 5068 NEW coon ' SIMPSON A44 2668 ---1 —2 SIMPSON A44 CL BEDROOM FAMILY ROOM PORCH rOW hh 25'8 x 718 v I GARAGE 403 2114 x 19'8 H.S----------------------i ----- I6'xTmetnotl-up door 1 16070 11' il' 26' FLOOR PLAN Scale 1 = 1/8 4.eWP i sw I b I 5036 H.S. i iC I f K ao 6050 ao H.S. '" i I a I I I 0 404 ry H.S. I � I X. NEW LIVING AREA 2308 sq ft BwP THE CLOTHES DRYER EXHAUST VENT 4" dryer vent max. heigh TERMINATION SHALL MAINTEIN A MINIMUM 266814' CLEARANCE OF 36' TO ANY OPENINGS INTO L30" THE BUILDING, AND SHALL BE FILLED WITH LAUAN Y A BACK DRAFT DAMPER PER THE 2001 CMC — SECTIONS 504.3 AND 504.5 LIVING — - - of ROOM DINING ROOM KrrCHEN _ ARCl1 —` -. ENTRY \ 3068 5040 H.S. 4040 H.S. CL BEDROOM FAMILY ROOM PORCH rOW hh 25'8 x 718 v I GARAGE 403 2114 x 19'8 H.S----------------------i ----- I6'xTmetnotl-up door 1 16070 11' il' 26' FLOOR PLAN Scale 1 = 1/8 4.eWP i sw I b I 5036 H.S. i iC I f K ao 6050 ao H.S. '" i I a I I I 0 404 ry H.S. I � I X. NEW LIVING AREA 2308 sq ft DDr10CD'T/ 1 iru= ...-. PLOT PLAN CHANDON ST. SCALE 1 = u LL Z LL CL c a OQf1DCDTV 1 TFUM CHANDON ST. PLOT PLAN SCALE 1 = c CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title..*........ The Mata Addition Date..03/12/07 08:29:06 .Project Address........ 291 Ruth Ann TAT Gridley, Ca. *v7.30* Documentation Author... Marty Runnells **!***** Energy Calculation Services' 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone 11 ........... Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File--07130ADD Wth-CTZ11S05 'Program -FORM CF -1R User4'MP1333 User -Energy. Calculation Servic Run' -2956 SF Existing+Addition MICROPAS7 ENERGY USE Building Permit Plan Chec Date Fie Check/ Date ........... Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File--07130ADD Wth-CTZ11S05 'Program -FORM CF -1R User4'MP1333 User -Energy. Calculation Servic Run' -2956 SF Existing+Addition MICROPAS7 ENERGY USE SUMMARY Conditioned Floor Area..... Energy Use Standard Proposed Compliance (kTDV/sf-yr) Design Design Margin Space Heating.......... 27.66 2.x.01 4.65 Space Cooling.......... 32.37 29.71 2.66 Water Heating..... ... 10.97 1.97 0.00 Total 71.00 63.69 7.31 *** Building complies with Computer Performance *** GENERAL INFORMATION HERS Verification.......... Not Required Conditioned Floor Area..... 2308 sf Building Type .............. Single Family Detached Construction Type ......... Existing+Addition+Alteration Vintage Assumptions ....... 1992-1998.1 Fuel Type ................. NaturalGa Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction 'hype.... Slab On Grade Number of Building Zones... 2 Conditioned Volume......... 18976 cf Slab -On -Grade Area......... 2308 sf Glazing Percentage......... 8.7 % of floor area Average Glazing U -factor... 0.95 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8.2 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD 1: Project Title.......... The Mata Addition CF -1R Page 2 Date. . n�/i 9/n,7 nq --)-) - MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 lProgram-FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run, -2956 SF Existing+Addition BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo - Area Volume Dwell Peop- it- stat': Zone Type (sf) (cf)... Units le Toned Type' unT To E Ex Vent Vent Height Area (ft) (sf) Verif ied Leakage or Housewrap 0 C ng Appendix F2 Insul Solar IV Location/ Residence 1552 12416 0.75 3.0 Yes Setba0k 2.0 Standard No ADD - New (Added) R-0 No IV.26 Al SLAB EDGE 0.730 R-0 No IV -26 Al SLAB EDGE -.7 Residence 756 6560 0.25 0.0 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 -vat. R-val Azm Tilt Reference Comments HOUSE Existing 1 Wall Wood 152 0.102 13 0 180 90 Yes IV.9 A3 FRONT 2 Door Other 10 0.500 0 0 180 90 Yes IV.5 A4 FRONT 3 Wall Wood 174 0.102 13 0 270 90 Yes IV.9 A3 LEFT 9 Wall Wood 271 0.102 13 0 90 90 Yes IV.9 A3 RIGHT (12,Wall Wood 176 0.102 13 0 180 90 No IV.9 A3 TO GARAGE :48 Roof Wood 1552 0.049 19 0 n/a 0 Yes IV.1 A4 TO ATTIC HOUSE - Deleted 4 Wall Wood 121 0.102 13 0 270 90 Yes IV.9 A3 LEFT 5 Door '7 Other 10 0.500 0 0 270 90 Yes IV.S A4 LEFT Wall Wood 341 0.102 13 0 0 90 te s IV.9 A3 BACK �13 Wall 'Wood 24 0.102 13 0 180 90 N:c, IV.9 A3 TO H2O HEATER ADD - New (Added) 6 Wall Wood 180 0.102 13 0 270 90 Yes IV.9 A3 LEFT 8 wall Wood 324-0.102 13 0 0 90 Yes IV.9 A3 BACK 10 Wall Wood 48 0.102 13 0 90 90 Yes IV.9 A3 RIGHT 11 Wall Wood 21 0.074 19 0 180 90 Yes IV.9 A5 KNEE WALL 14 Wall Wood 72 0.102 13 0 180 90 No IV.9 A3 TO H2O HEATER 19 Roof Wood 372 0.032 30 0 n/a 0 Yes IV.1 A7 TO ATTIC 20 Roof Wood 512 0.032 30 0 180 18 Yes IV.1 A7 VAULTED Length Surface (ft) HOUSE Existing 15 SlabEdge 114 HOUSE - Deleted 16 SlabEdge 66 ADD - New (Added) 17,S1abEdge 78 PERIMETER LOSSES Appendix F2 Insul Solar IV Location/ Factor R-val Gains Reference Comments 0.730 R-0 No IV.26 Al SLAB EDGE 0.730 R-0 No IV.26 Al SLAB EDGE 0.730 R-0 No IV -26 Al SLAB EDGE -.7 , +t CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title......... The Mata Addition Date..03/12/07.08:22:32 MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 ;Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run', -2956 SF Existing+Addition Orientation HOUSE - Existing 1 Door Front (S) 2 Wind Front (S) 'K 3 Wind Front (S) 4 Wind Left (W) 5 Wind Left (W) 14 Wind Right (E) 15 Wind Right (E) 16 Wind Right (F�) ;HOUSE Deleted 6 Door Left (W). 7 Wind Left (W) 9 Wind Back (N) 10 Wind Back (N) ADD - New (Added) 8 Wind Left (W) " -11 Wind Back (N) 12, Wind Back (N) 13 Wind Back (N) FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type` Location/Comments 10.0 0.990 0.740 180 90 Standard FG1 16.0 1.280 0.800 180 90 Standard FG2 20.0 1.280 0.800 180 90 Standard FG3 12.0 1.280 0.800 270 90 Standard LG1 6.0 1.280 0.800 270 90 Standard LG2 17.5 1.280 0.800 90 90 Standard RG1 17.5 1.280 0.800 90 90 Standard RG2 30.0 1.280 0.800 90 90 Standard RG3 10.0 0.990 0.740 270 90 Standard LG3 3.0 1.280 0.800 270 90 Standard LG4 6.0 1.280 0.800 0 90 Standard BG1 36.7 1.280 0.800 0 90 Standard BG2 12.0 0.400 0.400 270 90 Standard 1,G1 20.0 0..400 0.400 0 90 Standard BG1 20.0 0.400 0.400 0 90 Standard BG2 20.0 0.400 0.400 0 90 Standard BG3 OvERHANGS Window Overhang Area Left - Right Surface (sf) Width Height Depth Height Extension Extension s. ADD New (Added) 8 Window 12.0 n/a 3 2 1 n/a n/a SLAB SURFACES Rte. ..... .�M,...,�.R- '77'�- , t CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... The Mata Addition Date..03/12/07 08:22:32 MICROPAS7 x7.30 File-07130ADD Wth-CTZ11S05 Program -FORM CF -1R 'Jser#-MP1333 User -Energy Calculation Servic Run=2956 SF Existing+Addition I� (Btu/hr) HVAC SYSTEMS T HOUSE - Existing Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Verified Capacity Verified ADD - New (Added) Verified Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type Efficiency EER or TXV Airflow Draw Capacity HOUSE - Existing Winter•Outside Design.:.... 24 F Tinter Inside Design....... Furnace 0.780 AFUE n/a n/a n/a n/a n/a NoCooling 13,00 SEER No Yes No No No ADD - New (Added) DUCT SYSTEMS Verified Verified Verified ` Furnace 0.780 AFUE n/a n/a n/a n/a n/a NoCooling 13.00 SEER No Yes No No No HVAC SIZING (Btu/hr) (Btu/hr) (Btu/hr) T HOUSE - Existing Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacit Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) T HOUSE - Existing Furnace 35742 n/a n/a n/a NoCooling n/a 25376 30431 n/a ADD - New (Added) Furnace 16..386 n/a n/a n/a NoCooling n/a 7803 9358; n/a Total 52129 33180 39789 n/a Sizing Location... ........ YUBA CITY Winter•Outside Design.:.... 24 F Tinter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F Summer Range ............... 36 F DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts HOUSE - Existing Furnace Attic R-4.2 Pre2001, No No 4 NoCooling Attic R-4.2 Pre2001No No ADD - New (Added) Furnace Attic R-4.2 No No No NoCooling Attic R-4.2 No No No c CERTIF CATS OF COMPLIANCE: RESIDENTIAL COMPUTER MEtEOD CF -1R page 5 _ 03 /7 2 /07 08:22:32 project Titl.e.......... The Mata Addition Date..03/12/07 Y MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 Program -FORM CF -1R 7Us7er#-MP1333 User -Energy Calculation Servic Run 2956 SF Existing+Addition SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the.plans, *** installed to..manufacturer and CEC specifications, and *** *** *** *** verified during plan check and field inspection. This building does not have a cooling system installed. REMARKS All unknown energy values for the existing residence are taken from Table R3.11, 2005 Residential. Manual, Default As For Existing Buildings Vintage Table. ¢: Additions and alterations typically have special rules for modeling to avoid an undue energy penalty. These modeling assumptions may result in a HERS verification note on the ` Certificate of Compliance. Such measure(s) are for modeling assumptions only. The general guideline is that when additions and alterations use existing equipment for space conditioning, the existing' building zone and the addition zone use current Packagge D assumptions for the HVAC system to avoid an energy p y, Package D in Zones 2 and 8 - 15 is 13 SEER with Verified Refrigerant Charge or TXV. Package D in Zones 1, 3 - 7 and 16 is 13 SEER. .Note that existing duct systems being extended less; than 40 linear feet into newly conditioned space do not require -duct leakage testing. Conditioned square footage is determined by the conditioned footprint of each floor or level. Ceiling height is not ly, stair areas are used to determine floor -area. Additional counted at each floor or level. x"The reference FRONT orientation used in these calculations may or may not contain the entry door to the dwelling. This in no way affects the accuracy of these calculations. Any new wall between conditioned space and crawlspa'ce or attic shall be insulated to a value of R-19 or greater: Energy Calculation Services has C -HERS raters on staff. If these documents require HERS inspections or testing,we are r_ertified to provide these services. Please call 1 .(530) 894-8466 a, for additional information. ...,., r CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 -Project Title.....:.... The Mata Addition Date..03/12/07 08:22:32 MICROPAS7 v7.30 ile-07130ADD Wth-CTZ11S05 Program -FORM CF -1R FlJser�O-MP1333User-EnIergy Calculation Servic Run -2956 SF Existing+Addition REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Farts 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 .. Publell. 02a l-ai. Name .... Marty Runne l l s Company.Company. Energy Calculation Services Address. / Ann Waw Address. 574 Manzanita Avenue, Ste 9 Gr:G�fe Chico, CA 95926 'Phone... Phone... 530-894-8466 License Signed %%__ �y o Signed ..�/ U kcLate da e ENFORCEMENT AGENCY Name. Title Agency.. Phone... Signed.. date MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1 Project Title.......... The Mata Addition Date..03/12/07 08:22:32 - *v7.30* ' Documentation Author... Marty RuHn s ******* Bullal. g Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 P an Chec Date Chico, CA 95926 530-894-8466 Field Check Date Climate Zone. ...... 11 ;¢.Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File-07130ADD Wth-yCTZ11S05 Program -FORM MF -1R User# -M1.333 User -Energy Calculation Servic Run -2956 SF Existing+Addition r Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component .performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES De- En - 4= n/a *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling .150(b) Loose fill insulation manufacturer's labeled R -Value *'150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) *15.0(4): 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 !sr meets requirements specified in ACM Residential Manual ✓ 150(g): Vapor barriers mandatory in Climate Zones '14,16 only J 150(1): Slab edge insulation - water absorption rate for the insulation material without no facings greater than 0.30, 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 r. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have label with certified U -factor; certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed sign- orce- er ment SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 2 -a,Project Title ........... The Mata Addition Date..03/12/07 08:22:32 MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2956 SF Existing+Addition 110-113: HVAC equipment, water heaters, showerheads and n/a faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 15.0(1): 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 Tess 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 psi/ meet requirements of Table 123-A { 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or enclosed entirely in conditioned space 7 Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation *150 (m) : Z)ucts 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, UL 181A, or UL 181E or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than 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 sign- force er ment r..p cavities and support platforms shall not be compressed to cause reductions in the -cross-sectional area of the ducts 3. Joints and seams of duct systems and their components I MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3. Project Titre.......... The Mata Addition Date..03/12/07 08:22:32 MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 Program -FORM MF -1R " Users#-MP1333 User -Energy Calculation Servic Run -2956 SF Existing+Addition t H 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 a 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118(i) Cool Roof material meets specified criteria ✓' RESIDENTIAL 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 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, Y, 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 inin kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficac luminaires OR are contr11 d b an ou c t y o e y cpan. sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility I En- force ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 4 Project Title.......... The Mata Addition Date..03/12/07 08:22:32 MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 Program -FORM MF -1R User##-MP1333 User -Energy Calculation Servic Run -2956 SF Existing+Addition 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(d) that does not turn on automatically or have'an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air Light (AT) to less than 2.0 CFM at 75 Pascals 1 -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) / '150(k)7: Lighting for parking lots for 8 or more vehicles shalom 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' 150(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) RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -SR Page 1 Project Title.......... The Mata Addition Date..03/12/07 08:22:32 MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2956 SF Existin,g+Addition i' At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. KITCHEN LIGHTING SCHEDULE High High Efficacy Efficacy Other Luminaire Type (Yes/No) Watts Quantity Watts Watts x = or X or X or xor x _ or ' Total A. B= Complies if A >= B Yes No Rules for Determining Residential Kitchen Luminaire Wattage Screw Base Sockets - Section 130(c) 1 (Not containing permanently installed ballasts) The maximum relamping rated wattage of the luminaire, as listed on a permanent factory -installed label (luminaire wattage is not based on type or wattage of lamp that is used). Permanently or Remotely Installed Ballasts — Section 130(c) 2 The operating input wattage of the rated lamp/ballast combination based on values published in manufacturers catalogs based on independent testing lab reports. Line Voltage Track Lighting (90 through 480 volts) - Section 130(c) 3 1. volt-ampere (VA) rating of the branch circuit(s) feeding the tracks; or 2. For tracks equipped with an integral current limiter, the higher of The wattage (or VA) rating of an approved integral current limiter controlling the track system or - 15 watts per linear foot of the track; or 3. For tracks without an integral current limiter, the higher of 45 watts per linear foot of the track or The total wattage of all of the luminaires included in the system. Low voltage Track Lighting (less than 90 volts) - Section 130(c) 4 Rated wattage of the transformer feeding the system, as shown on a permanent factory -installed label Other Lighting - Section 130(c) 5 (Lighting systems that are not addressed in Sections 130 (c} 1-4} The maximum rated wattage, or operating input wattage of the system, listed on a permanent factory installed label, or published in manufacturer's catalogs, based on independent testing lab reports. 'HVAC SIZING HVAC Page 1 Proiect Title....... .The Mata Addition Date..03/12/07 08:22:32 x Project Address......... ******* *v7.30* 6TDocumentation Author... Marty'Ku-nnells 5u Permit # Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check7 Date Climate Zone. .. ..... 11 Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2956 SF Existing+Addition GENERAL INFORMATION Floor Area................. 2308 sf Volume ....... ...... ...... 18976 Cf Front Orientation.......... Front Facing 180 deg. Sizing..Location............ YUBA CITY Latitude.: ........ ....... 39.1 degrees Winter Outside Design...... 24 F Winter Inside Design....... 70 F Summer outside Design...... 100 F Summer Inside Design....... 75 F Summer Range. .... ...... 36 F Interior Shading 'Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.19 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 21603 8662 Glazing Conduction and Solar..... 8787 10515 Infiltration ..................... 10218 3432 Internal Gain .................... n/a 2290 Ducts...... ...................... 11520 8280 (S) Sensible Load .................... 52129 33180 Latent Load .....................• n/a 6609 Minimum Total Load 52129 39789 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. �u I Sensible Load........... Latent Load ............... Minimum Zone Load 16386 n/a 16386 7803 1554 9358 HVAC SIZING - HVAC Page 2 Project Title.......... The Mata Addition Date..03/12/07 08:22:32 MICROPAS7 v7.30 File-07130ADD Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2956 SF Existing+Addition °€ HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area..... ...... Volume........ 1552 sf ..................... 12416 cf Description Heating Cooling (Btu/hr) (Btu /hr) Opaque Conduction and Solar....,. 1:3300 5834 Glazing Conduction and Solar..... '7462 8875 Infiltration ................ . . Internal Gain.............. 6871 2308 Ducts.... n/a 1890 ...................... 8109 -6469_ Sensible Load................35742 Latent. Load........ . 253 i6 # ........... n/a 5055 Minimum Zone Load 35742 30431 ZONE 'ADD/N' z Floor Area.. Volume.... 756 sf .................... ................ 6560 cf Description Heating, Cooling (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 8303 28028 Glazing Conduction and Solar..... 1325 1640 Infiltration..... .............. Internal Gain................. 3347 1124 Ducts..... n/a 400 .................... 3412 1811 Sensible Load........... Latent Load ............... Minimum Zone Load 16386 n/a 16386 7803 1554 9358 �® JOB: Mata Ruben 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 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530) 534-5269 ► LUMBER �j 1 10 -HARDWARE PRODUCTS ► STOCK PLANS 0 ► CUSTOM DRAFTING .� ► TRUSS ENGINEERING 105 S.E. 124th AVE. ► TRUSSES, k.4 ► PRE FRAMED WALLS WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING This Image was created with TIMBER PRODUCTS INSPECTION ,i 105 S.E. 124th AVE. k.4 Vancouver, Wa. 98684 T-- Phone:(360)449-3840 1=ax:(360)449 -3953 TRUSS J^k. SCHEDULE sm m Tnile Project: MATA RUBEN COun : BUTTE Contractor: Endeavor Homes Date: February 16, 2007 Roof: comp Plan: Snow: 0 Drawn By: Mw Tail Cut: Plumb i Description -7 Offy RIMEW-MMI��■��o ::. CATHEDRAL. Project: MATA RUBEN COun : BUTTE Contractor: Endeavor Homes Date: February 16, 2007 Roof: comp Plan: Snow: 0 Drawn By: Mw Tail Cut: Plumb i `L... iii � Re: Mata Ruben 00 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Fax 9161676-1909 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: 824359762 thru 824359764 My license renewal date for the state of California is March 31, 2007. * EXP.3 7 February 16,2007 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. ... _ - mom•, Jot1 TrussTruss Type Qty Ply 00 61A7A RUBEN - A SPECIAL 3 1 824359762 F,Wnavnr un,nne ,...due !`s \law tnnb,.,. Job Ref Fence tional o-u-rc 8-0-12 1-6-0 5.4-14 4-7-2 7.0.0 7-0-0 2-0-0 7-0-12 7-0-12 7.10.8 106.0 Scale =1:84.0 5x5 = 4.00 12 6 2x4 I I 5x5 % 8 5x5 q 3x5 9 3 rat 2 15 10 r+T 5x10 a 11I^ 4x5 = 17 18 14 _13 12 4x5 2x4 15x8 = 4.00 Y2 5x8 = 5x5 = 2x4 I1' 8.0-12 - - 8.0-12 8-0-12 5-0-14 _ 10-0-0 s 18-0-0 26-0-0 2828-102 33-0-12 40-1-8 1 48-0-0 5-&14 4-7-2 8.0-0 8.0.0 0-1-12 6.11-0 7-0-12 - - 7-10-8 Plate Offsets (X.Y): [4:0-2-8,0-3-01,[8:0-3-0,0-3-01 [9:0-2-0 0-3-41 [13.0-2-8 0-3-01 {14.0-5-4 0-2-81 [16*.0-5-4 0-2-81 LOADING (pst7 SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.08 15-16 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.17 15-16 >999 180 BCLL . 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 14 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 228 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 5-5-6 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std WEBS 1 Row at midpt 4-15,6-14, 8-14 REACTIONS (Ib/size) 2=682/0-3-8,14=2464/0-3-8, 10=460/0-3-8 Max Horz2=121(load case 5) Max Uplift2=-117(load case 3); 14=-74(load case 3), 10=-152(load case 6) Max Grav2=730(load case 7),14=2464(load case 1),10=581(load case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-1442/136, 3-4=-977/127,4-5-226/355,5 -0=-105/401, 6-7=0/1256, 7-8=-611298,8-9=-90/650, 9-10=-847/240,10-11=0/24 BOT CHORD 2-17=-188/1320, 16-17=-18811320, 15-16=-155/972, 14-15=-919/158, 13-14=-603/144, 12-13=153/738, 10-12=-150/744 WEBS 3-17=0/177,3-16=-463/57,4-16=0/196,4-15--846/95, 5-15-378/159,6-15=-111/982,6-14=-1281/116,7-14=-286/113, 8-14=-922/138, 8-13=0/525, 9-13=479/114, 9-12=0/328 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 Il; Exp B; enclosed; MWFRS gable end zone; cantilever lieft and right exposed ; end vertical left and right exposed; Lumber DOL --11.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard OQROFESS/n ���`���ER s• riNcNF�� ® WARNING - 7"0 design Parameter and READ NOTES ON THIS AND D7OTMED WTER REFERENCE PAGE MIF 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 budding designer- not truss designer. Bracing shown - Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 6 the responsibillity of the M - - M ITe �• erector. Additional permanent bracing of the overact structure Is the responsibility of the building designer. For general guidance regarding - fabrication, quality control, storage, delivery, erection and bracing, consuti ANSIRPII Qualtiy Cdteda, DSB•89 and BCSIt BWlding Component- m Ps ewes.- s - Safey Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 85610 Symbols - Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury s "center plate on joint unless /4 dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property p laces to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each 1/8 TOP CHORDS c3 other. �/8 ♦ c2 15 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane T S5�1 o 0 � 3 � at joint locations. U�h 4. Unless otherwise noted, locate chord splices `� d at % panel length (± G' from adjacent joint.) cs c7 Cb5. Unless otherwise noted, moisture content of ' For 4 x 2 orientation, locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 17 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 is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. X A the first dimension is the width '+ perpendicular to slots. Second 9. Lumber shall be of the species and size, and in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. t0 51015. 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, unless otherwise noted. Indicates location of required continuous lateral bracing. WISC/DILHR ` 960022-W, 970036-N 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 Inc 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. HAMEJ engineer. Mi V I/WN1 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 ©1993 M!Tek® Holdings, Inc. ._...__, _._... _0.-.. Truss Truss Type QtyPly 00824359763 P1111LIBEN Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the - 17-0-0_ ljob erector. Additional permanent bracing of the overall structure is The responsibility of the building tlesigner. For general guidance regarding 1. SPECIAL 9 1 - Citrus CA, 4x6 = Scale =1:54.6 - - Reference (optional) ._...__, _._... _0.-.. - - Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. v.cw o uu, is cvvv mu eR n,uuom—, mu. — rau d_OuY2oo:u, <wr rage - 1.6-0 5-4-14 Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the - 17-0-0_ 42 -0 n 26.3-8 7-0.0 2-3-8 erector. Additional permanent bracing of the overall structure is The responsibility of the building tlesigner. For general guidance regarding 4-7-2 7-0-0 GreenbackLane,Su _ 7777 Greenback Lane, Suite 108 Citrus CA, 4x6 = Scale =1:54.6 - - - - s 2x4 II 4.00 12 7 - 1.5x4 eh 3x4 3 5x5 4 \ - - - g 5x10 = c °� a 2 i d1 3x6 = 11 10 4.00 12 8 8-0.12 1.5x4 II 5x8 =-1� 5.4-14 - 5.4-14 10" 18-0.0 26-3.8 8-3.8 - 4-7-2 8.0-0 Plate Offsets MY): f4:0-2-8,0-3-01, x10:0-5-4,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.11 9-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.27 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.11 8 n/a n/a " BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 135 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed of 4-3-4 oc purlins, except end verticals. 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 WEBS 1 Row at midpt 7-8,4-9,6-8 REACTIONS (Ib/size) 8=933/0-3-8,2=1024/0-3-8 Max 14-2=248(load case 4) Max Uplift8=-84(load case 3), 2=-125(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-2321/157, 3-4=-1890/150, 4-5=-1868/171, 5-6=-1748/195, 6-7=-68/82, 7-8=-47/61 BOT CHORD 2-11=-221/2148, 10-11=-221/2149, 9-10-191/1882, 8-9-82/306 WEBS 3-11=0/171, 3-10=-414/56, 4-10=-294/113, 4-9=-59/43, 5-9=-365/159, 6-9=-148/1791, 6-8=-980/127 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 II; 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. 4) Bearing at joint(s) 8 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 February 16,2007 A WARNING - Verylr design parameters and BEAD NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE MR --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 poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the - M i Te k' - - erector. Additional permanent bracing of the overall structure is The responsibility of the building tlesigner. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSO -89 and BCSIT Building Component Safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. GreenbackLane,Su _ 7777 Greenback Lane, Suite 108 Citrus CA, I Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Fol!ow Could Cause Property Damage or Personal Injury _1 3/; *Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. I Y8 V � C2 C3 i; 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane W oe at joint locations. O �+' O _ thJ5 \\ 4. Unless otherwise noted, locate chord splices Oat 1A panel length (± 6" from adjacent joint.) C8 Ci O 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge of truss and vertical web. J 1 J8 J7 J6 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 is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT -FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and in all respects, equal to or better than the 4 X 4 perpendicular to slots. Second 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 11. Bottom chords require lateral bracing at 10 LATERAL BRACING ssccl 9667, 9432A ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. Indicates location of required W{SC/DILHR 960022-W, 970036-N 12. Anchorage and / or load transferring continuous lateralbracing. NER 561 connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at fie without prior approval of a professional which bearings (supports) occur. FIIK® engineer. i V V/\i 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Mil -7473 01993 MiTek® Holdings, Inc. I Job Truss Truss TypeQty - 24-0-0 Ply 0 0 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the -. C Scale = 1:82.7 824359764 l MATH RUBEN AGE GABLE 1 1 45 3x6 = ob Reference (optional) tnasavortf-l4-tzs, vrovnie, ca., man vvusan 1-6-0 24.0-0 �- - 24-0-0 - 143-0., ' ' MiTe� is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the -. C Scale = 1:82.7 •owi,v m •�wrowa.- ... 4x5 C . 7777 Greenback Lane, Suite 109 - Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. - 45 3x6 = " 4.00 t2 20 21 19 22P3 18 16 25 26 14 15 27 3x8 12 26 29 30 3x6 -- t1 7 77 91 8 9 10 32 3334 7 `. 35 6 5 36 37 4 38,39 3 240 41 1 X05 d d' -:,4x5 - '75 74 73 72 71 70 69 68 67 66 - 65 64 63 -62 61 60 59 5857 56 55 54 53 52 51 50-.49 48 47 46 45 44 43 42 4x5 5x5 = 5x5 = - 8-0-12 - - 48-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES TCLL 16.0 Plates Increase 1.25 TC 0.10 Vert(LL) 0.01 41 n/r 120 MT20 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 41 n/r 120 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.01 40 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 335 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std JOINTS 1 Brace at Jt(s): 76 OTHERS 2 X 4 DF Std REACTIONS (Ib/size) 2=187/48-0-0,59--68/48-0-0,58=23/48-0-0,75=147/48-M, 74=78/48-0-0,73=100/48-0-0,72=95/48-0-0, 71=96/48-0-0, 70=96/48-0-0, 69=96/48-0-0, 68=96/48-0-0, 67=96/48-0-0, 66=96/48-0-0, 65=96/48-0-0, 64=96/48-0-0 , 63=96/48-M, 62=96/48-M, 61=98/48-0-0, 60=68/48-0-0, 57=53148-0-0, 56=98/48-0-0, 55=97/48-0-0, 54=96/48-0-0, 53=96/48-0-0, 52=96/48-0-0, 51=96/48-0-0, 50=96/48-0-0, 49=96/48-0-0, 48=96/48-0-0, 47=96/48-0-0 ; 46=96/48-0-0, 45=95/48-0-0, 44=100/48-0-0, 40=187/48-0-0, 43=78/48-0-0, 42=147/48-0-0, 77=69/48-0-0 Max Horz2=-121(load case 6) Max Uplift2=40(load case 3), 74=-24(load case 5), 73=-11(load case 3), 72=•15(load case 3), 71=-14(load case 5), 70=-14(load case 3), 69=-14(load case 5), 68=-14(load case 3), 67=-14(load case 5), 66=-14(load case 5), 65=-14(load case 3), 64=-14(load case 5), 63= 14(load case 5), 62=14(load case 3), 61=-16(load case 3), 60=-3(load case 5), 57=-7(load case 6), 56=-16(load case 6), 55=-14(load case 4), 54=-14(load case 4), 53=-14(load case 6), 52=-14(load case 4), 51=-14(load case 4), 50=14(load case 4), 49=14(load case 4), 48=-14(load case 6), 47=-14(load case 4), 46=-14(load case 6), 45=-15(load case 4),44=11(load case 4), 40=-55(load case 4), 43=-24(load case 6) Max Grav2=187(load case 1), 59=68(load case 1), 58=46(load case 2), 75=147(load case 7), 74=78(load case 7), 73=100(load case 1), 72=95(load case 1), 71=96(load case 1), 70=96(load case 1), 69=96(load case 1), 68=96(load' case 1), 67=96(load cass7), 66=96(load case 1), 65=96(load case 7), 64=96(load case 7), 63=96(load case 1), 62=96(load case 11, 61=99(load case 7), 60=681load case 1), 57=551load case 8), 56=991load case 81, 55=97(load case 1), 54=96(load case 1), 53=96(load case 8), 52=96(load case 1), 51=96(load case 1), 50=96(load case 8), 49=96(load case 1), 48=96(load case 1), 47=96(load case 1), 46=96(load case 8), 45=95(load case 1), 44=100(load case 1), 40=187(load case 1), 43=78(load case 8), 42=147(load case 8), 77=69(load case 1) OQF,OFE LU C 04 EX�% Continued on page 2 GRIP 220/195 Jam•:.._.-'�"" February11 ® WARMNO - Verf/g deetgn parameter and READ NOTES ON =SAND MCLUDED AOTEH REFERENCE PAGE MIF -7473 BEFORE USE. �- Design valid for use only with Mgek 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 - MiTe� is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the -. C erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding •owi,v m •�wrowa.- fabrication, quality contro6 storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Bunding Component 7777 Greenback Lane, Suite 109 - Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. - '- Citrus Heights, CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage Or Personal Injury 3/4*Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 34 2. Cut members to bear tightly against each �/8 - 1. TOP CHORDS C3 other. - V - ► �,- 41 C2 NJ5 3. Place plates on each face of truss at each cg joint and embed fully. Avoid knots and wane 'F o 0 - �� 5 O at joint locations. U= �y 4. Unless otherwise noted, locate chord splices " a at'/. panel length (± 6" from adjacent joint.) r c8c7 ce 0 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. plates 1/8" from. outside edge il J8 J7 J6 of truss and vertical web: 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 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 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 561 unless otherwise noted. 12. Anchorage and / or load transferring NER 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. Ell engineer. i c ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet, MII-7473 ® 1993 MiTek@l Holdings, Inc. r� � I r i r.. N J06 TrusB Truss Type Qty Ply 0 0 - A' �w Is for lateratsupport of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the - R24359764 MATA_RUBEN - AGE GABLE 1 1 - Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. - Citrus Heights, CA, 95610 Job Reference (optional) cnandvor num n, uruvmn, Hd., MtlR YYrinYrr _ O.CW a JYI m aoo mn nR muuaui ru. rn rnu ro un.uo.uJ aw rdyn c FORCES (ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23,2-3=-123150, 3.4=-100/60, 4-5=-86/68, 5-6=-72/76, 6-7=-57/84, 7-8=-43/90, 8-9=-38/92, 9-10=-28/100, 10-11=-14/109;11-12=-13/117,12-13=-13/125, 13-14=-13/133,14-15=-13/142,15-16=-13/150,16-17=-13/158, 17-18=-14/166,18-19=-14/177, 19-20=-8/178, 20-21=-27/50, 21-22=-30/47, 22-23=-4/177, 23-24=-14/170, 24-25=-14/155, 25-26=-13/140, 26-27=-13/126, 27-28=-13/111, 28-29=-13/97, 29-30=-13/82, 30-31=-13/68, 31-32=-13/53, 32-33=-13/43, 33-34=0/34 , 34-35=-13/32, 35-36=-13/26, 36-37-14/18, 37-38=-28/10, 38-39=-42/6, 39-40=-64/19, 40-41=0/23 BOT CHORD 2-75=0/93, 74-75=0/93, 73-74=0/93, 72-73=0/93, 71-72=0/93,70-71=0/93, 69-70=0/93, 68.69=0/93, 67-68=0/93, 66-67=0/93,65-66=0/93, 64-65=0/93, 63-64=0/93, 62-63=0/93, 61-62=0/93, 60-61=0/93, 59-60=0/93, 5849=0/93, 57-58=0/93, 56-57=0/93, 55-56=0/93, 5455=0/93, 53-54=0/93, 52-53=0/93, 51-52=0/93, 50-51=0/93, 49-50=0/93, 48-49=0/93, 47-48=0/93, 46-47=0/93, 45-46=0/93, 44-45=0/93, 43-44=0/93, 42-43=0/93, 40-42=0/93 WEBS 59-76=-45/0, 20-76=-45/0, 58-77=0/0, 22-77=-69/0, 3-75=-108/36, 4-74=-56/29, 5-73=-72/30, 6-72=59/30, 7-71=-69/30, 9-70=-69/30,10-69=-69/30,11-68=59/30, 12-67=-69/30, 13-66=-69/30, 14-65=-69/30, 15-64=-69/30, 16-63=-69/30, 17-62=-70/30, 18-61=-70/32, 1950=-52/12, 23-57=-39/16, 24-56=-71/33, 25-55=-70/30, 26-54=-69/30,27-53=-69/30, 28-52=-69/30, 29-51=-69/30, 30-50=-69/30, 31-49=-69/30, 32-48=-69/30, 33-47=-69/30, 35-46=59/30, 36-45=-69/30, 37-44=-72/30, 38-43=56/29, 39-42=-108/36, 20-22=0/127, 76-77=0/0 NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind- ASCE 7-98; 90mph; h=251`4 TCDL=6.Opsf; BCDL=6.Opsf; Category II; 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 perANSI/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 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) Bearing at joint(s) 77 considers parallel to grain value using ANSI/TPI 1 angle to grain fonntila. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard ® IVARNDTO • Verljy desryn Parameters and READ NOTES ON IMS AND OMMED W9 REFERENCE PACE 61777473 BEFORE USE. A Design valid for use only with mrrek connectors. This design Is based only upon parameters shown, and is for an Individual building component. i Appficabllly of design paromenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown A' �w Is for lateratsupport of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the , y' C - erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - rorvse re-rdmJ.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. - Citrus Heights, CA, 95610 Symbols Numbering System General Safety- Notes' PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property „ __� 3�4 "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 p plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz C3 J5 3. Place plates ori each face of truss at each p c, joint and embed fully. Avoid knots and wane O _ �, 3 W at joint locations. S �' O U �h = n U 4. Unless otherwise noted, locate chord splices a. O at 1A panel length + 6' from adjacent joint.) p 9 (— 1 j ) For 4 x 2 orientation, locate '" ca c7 ce O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of dumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. "This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width X 4 9. Lumber shall be of the species and size, and 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9'432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. ` continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with - stacks of construction materials. BEARING Indicates location of joints atwithout �`O ew e 14. Do not cut or alter truss member or plate prior approval of a professional which bearings (supports) occur. engineer. MiTek@17\37N 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet., MII-7473 ©1993 We" Holdings, Inc. I STANDARD GABLE END DETAIL MII/SAC - 20G 12/16/2005 v , PAGE 2 OF 2 ALTERNATE`BRACING DETAIL '•---- ..y/.r oe..je , NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS fad 6- O.C. 22X4 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'-611, UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS =71-011 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @,V -U' O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. A WARMNO. 9erW design parameters and READ NOTES OM MO AND ZWLMSD AV7=REFMWW PAOB M167473 BBFORE DBE. _ 7777 Greenback Lane _ .sA.4 Design void for use with f Bfek connector. This design is based on u on ,ometers shown, and is tar an Individual building component. Suits 109 only g lY P Pa Citrus Helphts. CA, 9587 ApplleabiUly of design pparamenters and properIncorporalion at component (s responsibli ly of building designer- not (rues designer. Bracing shown is for lateral support of ir=duai web members only. Additional temporary bracing to Insure stabiGly during comfruction is the responsibliply of the Ivy I erector. AddBional permanent bracing of the overall slrudure is the responsibility of the building designer. For general guidance regarding IT�k° (abrieatbn, quaBy t ontroa storage, deAvery, erection and bracing, consult AN51/TPI7 Qualify Criteria, 03B -B9 and BC511 Building Component e_._.. �_._ ..-x-. , , ,n .1.e r.,.,.. Tn .e of Lxlih de Fal Nn—Mn Md.. AAn 11— WI 41719. STANDARD GABLE END DETAIL , QROF ' ro I/SAC - 20G 1211612005 PAGE 1 OF 2 OTHERS) *DIAGONAL OR L -BRACING ER 9.30-06 ' REFER TO TABLE BELOW241 " MAXI O" M, SEE PAGE 2/2 FOR r - ALTERNATE BRACING DETAIL CIVIL P 4X4 = 1X4 OR 2X3 P OR MITek Inaustries, Inc. Western Division 24" O.C. _TYP _ LOADINgpst) TCLL 30.0 TCDL ' - 10.0 BCLL 0.0 BCDL 10.0 ELUMBER TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 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 DETAIL A • LATERAL BRACING NAILING SCHEDULE 2X3 EACH FACE OR 240d FCA 2X4 LATERAL BRACING TO 7'-0" 2 - 12 INCH O.C. TOE -NAILS ` AS REQUIRED PER TABLE BELOW 16 INCH O.C. A A " VARIES TO COM 12 31/2" 6' 3 . M DG TRUSS H T NOTCH AT: 3x 24" O.C.(MIN ) 3x5 = TOP CHORD END %GID CONT. BR SPAN TO MATCH CbMEMN TRUSSI WALL NOTCH DETAIL CEILING ; MATERIAL LOADINgpst) TCLL 30.0 TCDL ' - 10.0 BCLL 0.0 BCDL 10.0 ELUMBER TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 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 DETAIL A • LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0" 2 - 12 INCH O.C. OVER 8'-611 4 - 16d VERTICAL STUD HEIGHT.- NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 3 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'-B". . 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 8" O.C. IF STUDS ARE SPACED AT 24" O.C, AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 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 Q WARMN6 • Perlfy daatgn paramctera and READ NOTES ONTlIIB AND INCLODED M7?LR REFERENCE PAOS M 74" REFORE DBE. suit Greenback Lane mm0 Design valid !ar use only with MITek connectors. '_.Th deaf n k based on u n aromelers shown, and iz for an Indivlduol bulldf09 jwmammm ng componenl. Sithe He RE kWiL 9 N Pa p CIWaHelghte,CA.9581 Apptcabl�ty of design pparomenters and proper Ineorporallon of componenl h responsibi6ly of buikRng designer- not truss designer. tlrodng shown h for lateral support of Individual web members only. Additional temporary lxacing io Insure slabitty during consirudbn B the responslbty o(the erector. Addittonai permanent bmcing of the overatl structure b the responsibl9ly of the bulldfng designer. Forgenerol guidance regarding �� ■ d landcallon quatly control, storage, deUvery, erection and bracing, consult ANT P11 Quality Crilerio, D58.89 and BCSII 9uflding componenl AV iafefy Infarmallon avalfable from Truss Piste institute, M D'Onold. Drive, Madlsan. W1 W19. MAXIMUM VERT 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 INCH O.C. 24 INCH O.C. VERTICAL STUD HEIGHT.- NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 3 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'-B". . 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 8" O.C. IF STUDS ARE SPACED AT 24" O.C, AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 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 Q WARMN6 • Perlfy daatgn paramctera and READ NOTES ONTlIIB AND INCLODED M7?LR REFERENCE PAOS M 74" REFORE DBE. suit Greenback Lane mm0 Design valid !ar use only with MITek connectors. '_.Th deaf n k based on u n aromelers shown, and iz for an Indivlduol bulldf09 jwmammm ng componenl. Sithe He RE kWiL 9 N Pa p CIWaHelghte,CA.9581 Apptcabl�ty of design pparomenters and proper Ineorporallon of componenl h responsibi6ly of buikRng designer- not truss designer. tlrodng shown h for lateral support of Individual web members only. Additional temporary lxacing io Insure slabitty during consirudbn B the responslbty o(the erector. Addittonai permanent bmcing of the overatl structure b the responsibl9ly of the bulldfng designer. Forgenerol guidance regarding �� ■ d landcallon quatly control, storage, deUvery, erection and bracing, consult ANT P11 Quality Crilerio, D58.89 and BCSII 9uflding componenl AV iafefy Infarmallon avalfable from Truss Piste institute, M D'Onold. Drive, Madlsan. W1 W19. I I 1 ! 1 I 2 14) TOP PLATE 2x4 STUDS @ iF O.C. PRESSURE TREATED PLATE GRADE ALL WORK SHALL TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTION OF THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE CALIFORNIA CODE OF REGULATIONS, TILE 24: AS THE 2001 CALIFORNIA BUILDING' CODE (CBC), 2001 CALIFORNIA ELECTRICAL CODE (CEC), 2001 CALIFORNIA MECHRNICAL CODE (CMC), 2001 CALIFORNIA: PLUMBING CODE CPC), 2001 CALIFORNIA FIRE CODE, AND 2005 ENERGY EFFICIENCY STANDARDS, TITLE 24, PART 6 C.C.R. GARAGE AREA 440 SQ. FT. :=. WALL TO BE REMOVED EXISTING LIVING AREA 1552 SQ. FT. PROPERTY LINE i06' a�C NEW CONSTRUCTION AREA 756 SQ. FT. TOTAL AREA 2956 SQ. FT. _. _. 2 SIMPSON A44 EXISTING FRAMING UBL PLATE Seismic straps for the water heater shall be straped from the top & bottom 1/3 of the tank, & installed 18" above the floor with pressure relieve valve & condensate drain FRAMING JOINT DETAIL Provide water heater exhaust vent & combustion air n0 SCalG' 4. 10�—in .w 3'2--10' 3'2- .9'10 BWP Iroiaoan .ndaew�n ... s . sF 5040 H.S. By ? .. 5040 H.S. TP r,u 5040 H.S. P °"p 6 i j 14'2 9' T� z' 10' W.CL. VAULTED CEILING -! i $ eatheratrlpped 7- _....__.._..-.._Bwpa• 2468 wDoaa 18wP 7, " HEADER BEAM I � - • 2` x 30` attic aaess _ (4 x 12 D.F. s z) wlNDow wit s 2668 ith 30" minimum , BEREMOVED _-. ST -24 i - { - �,� ead room -24 F WC(.. - 3 BWP �.. I - J I fJ1 MASTER -------- ------ - _-- - N tempered safety glazing _ .. Sr 2a PAP Lu N DOOR WILL BE REMOVED � vide Ease B E D ROO M - id u.t in 7- 301 I CL 5C68 ,an of the PH. 2668 roof for HVAC , BwpX'o DO wILI X030 BEDROOM 71 - 8EOO6 DUAL PACK aS. 468 036 I t S6� BEDROOM 5036 � NH.S. �f i .. ATTIC VENT CALCULATION Bwp - zBwP ! + _ 3068 2668 2068 _. moisture proof 756 sgft/150 = 5.04 sgft. . ( d .o UANDRY - — O 3 BWP -' i q 2468 =° meso"' All bedroom egres window to be 2468PH) { w.H. wlti dab S.7sgft clear (20" wide x 24" high s -11 BE �-- _ '"` x 44" sit) height. Bwv i* -41 RE T ------------ ED W.CL I^'. I P? Sill height 44" max typical Bwb wP ' 5'10—'� 2'1 i4' WINDOW WILL 6`x 12` vents on door @bedroom I 8E REMO 2'11 2'lk�{ 10"•— tD —4' CL 5068 G located within 12" from, 2 SIMPSON A44 5068 -� ---- —� i top & bottom. 246 W Tit; ;i, NEW DOOR CL iO` j\i020..aE W.H N OUJ�WILLBERawvto 2468 BEDROOM W.H 2S[MPSONA44 26b8 BEDROOM 5036 .+ 2 SIMPSON A44 5036 H.S. :4d I 5668 o0oaMUL - BWP - �" BWPCL 2068 N R940WO l mTHE CLOTHES DRYER EXHAUST VENT2668 in Concrete landing { fO '0°=er vent TERMINATION SHALLMAINTEIN A MINIMUM CL 36" minimum deep an m 'O moisture proof x. heigh CLEARANCE OF 36" TD ANY OPENINGS INTO CL THE BUILDING, AND SHALL BE FILLED WITH266$ N Y A BACK DRAFT DAMPER PER THE 2001 CMC 302 MATER SECTIONS 504.3 AND 504.5 rn BEDROOM a doorwi 3068 tV LIVING + Istat ROOM CL 3668 ~ n Z ro I e I.'t• .r. .. WALL TO BE REMOVW •' ..•d.. - a _ FAMILY 4 i o i FAMILY 6050 w •" DINING ROOM HS� ROOM f _ .» ) DINING ., ROOM ROOM KITCHEN KITCHEN 4030 - ° ARCH ARcH 6, 403 H.S. '. ENTRY ENTRY 3068 —' 3068 4040 .. 5040 H.S. 4040 H.S. 'DarEcriDrl o -f � „ ! ;,.24`O•C• 3068 ; PORCH aD 3068 i Traps PORCH b 25'8 x 7'8 b 25'8 x 718 - �= GARAGE LL 21'4 x 19'8 - 404 d GARAGE 404 N { 2114 x 19H.S. 'B .403 �4031° H.S. r --------------------- Go --------------- —_— PRE•MANUfACTURED TRUSS � 24 . . COMP. SHINGLES 30f FELT PAPER E.N. EDGE BLOCKING N' iC )LIN'0VD W! N NAI 6'0' D.C. AT PANEL EDGES li OL-ATRELD DOBLE TOP PLATE i, i B' i q 2x4 STUDS 16'0.C. i Uj { Z 1/2' PLYWOOD SHEATING -- 0.. STUCCO W 3- COAT, MIN. 7/8" THICKNESS, °- OVER MIN. (2) LAYERS OF GRADE ! "D" BLDG. PAPER W/ MTC. LAT. ! - 2x4 PRESSURE TREATED PLATE MIN, 26 GA,GI. WEEP SCREED IR x 10 L KHOR BOLTS 1; (4" ABOVE EARTH, T ABOVE PAVED+ 6 T O.C.& 12" FROM ENDS f CONC AREAS.] T —i= 41 CONCRETE SLAB GRADE LINE � „� :;..;�• {, �� ;� ,x ��, , CONCREIT: FOOTING ' _. . ---- 2f4 REBAR M 1211 SECTION DETAIL NO SCALE ROOF TRUSS PLYWOOD ROOF SHEATHING EN SIMPSON A-35 FRAMING AT EACH BLKG ROOF INSULATION H1 OR TC 24 TRUSS CLIP- EA TRUSS EN CEILING FINISH DOUBLE 2x4 TOP PLATES tV to W Z00 J Ll j il) C) i--1 �L V m 0 au Z 0 W 0 z 0 � U a S� � N LL 0-6 O C ZS dam- N m00 LLJ O N ,r �Ln Lu W Z O a O z 0 H fooMaNcwau ENDWALL FRAMING CHAP. 23, DIV. U BATHROOM BRANCH CIRCUIT REQUIRED. THE AL EXTERIOR ELECTRICAL TABLE 23-11-B-1 2001 CALIFORNIA BUILDING CODEFIX !URE AND DEVICES TO B E . - BATH ROOM RECEPTACLES MUST BE ALL HARDWIRED LIGHTING IN OTHER SUPPLIED BY 20 AMPERE CIRCUIT THAT SUITABLE FOR WET &DAMP NINILCT DOES NOT SUPPLY ANY OTHER LOAD. LOCATIONS �a,�� TABLE 23 -11 -8 -1 --NAILING SC14EDULE '°N� = -� �_.�:_�._�.': -.. a. __.._ -___ ROOMS (HALLWAYS, DINING ROOMS, • i_ Jcist m sill 0l giuler. toenail _..__._ _ - d FAMILY ROOMS & BEDROOMS) SHALL BridgiwP 2. ng to joist, it ail each end ...........ZM - - - 4. 11" x 6 (25 mm x 1-12 mat) subftoor or less ro each joist, face nail - -- _ �.8d - - B E HIGH EFFICACY O R CONTROLLED - _ - - - a4 �liderthanl" x 6"(:5 nim x 152 min)subftoortocachjoist,faeenail 3-8d ,. - ........ -__...__-----•-----_.._:_ ---_.. ( )' j € -- �- 2•16d BY A MANUAL-ONOCCUPAN I SENSOR - ---' -T -4T 5. 2" 51 mm sutr(loor to '01st or girder, blind a1d face nail �' �[ - _. (�..� i 6. Sole plate to joist or blocking, typical face nail I5d at 16" (;oF, mm, O R A DIMMER MUST -CONTROL IT Sole plate to joist or blocking, at braced wall panels 3-16d por 16" (406 mm) 7. Tup plate to -itud, end nail 2- S. Stud to laic p sole na4 1 _8d.toenailor2-ltid,cndna_t SHOWERS AND TUB/SHOWERS TO BE PROVIDE ARC FAULT CIRCUIT 9. Double studs face nail -4 . 16d at 24'" (61U min) o.c. IG. Doubled top plates, typical face rail(' , INTERCEPTOR FOR ALL BEDRC 1Gdat16" 1Onnlm PROVIDED WITH THERMOSTATIC -MIXING% Double top plates, lap splice 8-t5d _ ELECTRICAL OULETS. It. Blocking between joists or rafters to top plate. toenail - ' - -- - - . d 1 OR PRESSURE BALANCE VALVES PER ! 12. Rim joist to top plate, toenail--�-�~� � � - -+?d at 6" (152 mm) o.c. ` 420.0. �O. � . 13. Top plate; lap,,; and inlerseC otts,facenail - • . ___--- .. . - _ 14. Continuous header, w� 2-ihd `t UPC pieces - -- 16d at 16" (4176 mm) c.c. adong each edge t 15. Ccil i ng joists to plat. , uw-nail " `" - - 3-8d 16. Ceiling ous header to .1ud, toenail _ 4 i ALL SWITCHES ON A MULTIPLE 1?. Ceiling joists.:a11s uvr partitions, face nail _ -- - - 3- id j FI7JET-TUB 6 REMOVABLE 18. Ceiling joists to parallci rafters, face nail _ - 3 1(x1 SWITCHED CIRCUIT SHALL BE PANEL T© 14. Rafter t� plate, tc,Gnatl 3.8r. MOTOR (1.10 .V) 20. 1" (25 mm) brace tQ each stud and plate, face nail CONTROLLED BY THE DIMMER _ 21. 1" X 8"(25min x 2(tlrin)s_heathmgorlesstocachhearing, face Flail -- - 28d SWITCH ON THAT CIRCUIT 22. Wider than I" x 8" (25 min x 203 mm).snai1. heathing to each beating lace T- T - "-" .' ' 3-811 y 23. 13uitt•uputm;.rs:ods -.. at 24. Built •u girder and be - ? - _ - -16d "1610 Film) ac. _ GFI 1' R nuts _ Ud at 3 ' (813 mini u.c. at top and bottom ttintrom and;taggcn-tl 2-24td at ends and a: each � ALL OUTDOOR LIGHTING 7� y 25. 2" (51 mm) -pi. nks - _ ... '---y _ _....-...'2-Ir,d W each bearing - 26. Wood sliuc•lural paresis and particleboard MUSTBE HIGH EFFICACY OR GFI -; WP Subflc><u and wall sheathing (to training): 1'-" (12'; mm) and les, .3-Z"-74" (15 rim -19 mrn)5dCONTROLLED BY A MOTION - (22 mm -2i mr.) Rd ,r hd NO O SENSOR WITH INTEGRAL ';a"(29 mm•32 mm) tGda arNd' Con+bination yubfloor-underl,yrnent (to framing): PHOTOCONTROL. 'i a" (19 mm) and less +ids "•I"(22tmn45mm) Fd� ALL FLUORESCENT i R" tTa (21) mm -32 aim} 1r1d4 •ar RdS GFI 27. Panel siding (to frzming _' w ALL HIGH EFFICACY FIXTURES MOISTURE PROOF LIGTH SHALL NOT BE 12 (11- -rim) or less e Edi, FLUORESCENT LIGHT 28. Finerhoard sheathing;:• ----- •- -`� AND NON -HIGH EFFICACY --j SCREW IN TYPE. It '(12.7mm) 6,1' , FIXTURES SHALL BE SWITCHEDNo' 1682!1 ( tl nm) No. � SEPARATELY, � g' •: . _...._ No. i6 ga.` 29 Interiorpareling 1/4"(6.4 mm) n gg �. _ 3/x' (9.5 mm) Ott i GFI 220 V 'Common or box nails may be used t:xcept %trhete otherwi,-e stated. �----- --- ALL RECESSED FIXTURES SHALL BE '--Nails spaced at 6 inches (152 mm) or. center at edges,12 inches (.105 mm a: intermediate Su MOISTURE PROOF t� ) gmsandseptwalls,es(153mm)atalt315.33and2rt .4.Nairc LABELED AS BEING CERTIFIED TO FLuoRESRENTLIG 48 irx:hrs (1219 rim) or more. F"or n:{iitr+.g of rdood structural panel and particleboard diaphragms and shear walls, refcrtn Secitonc 2315.3.3 and 2.i 15.1. fails for wall sheathing may be common, box or r -zhig. -. JCommunurdctormwishank. ;C O M n HAVE A LEAKAGE RATING OF LESS m. SDefarmued shank ...-- ' 6Corroston-resistant siduttt p+ requirements of Section 2:104.:2, THAN 2.0 AT 75 PASCAL. ?Fasteners spaced' m inehlx 176 m) on eepter at extol iur edges and 6 inches (152 men) on coater at intermediate supports. MOIS RE PROOF RCocrosion-resistant roofing nails M 1th'' -i 1ch-d' icr 11 1. d t' It 1 ` 18 t H lim-) e.1 an . 1 ,2 -inch (38 mm) length Cor /-, inch (12. r mm) shcatnln-, and I'r'a inch (44 mm ) FLUORE ENT LIGHT ! LIVING 1 length for 25:3, -inch (2p mm) shrathic eenformiag to the raq iremcnts of Section 23(14 3 t'Cu"1C1wun-resistant stades With nominal i16 -inch (11 Film) cruu•n and 11itt•inch {29 tnm) length for 1!2-inch(12.7 trim) stcathi« g and 1 lv2-inch (38 mitt) length Rwr 25:37 inch (20 inn:) Sheathing ennfoiming to the. requirements of Section 2;104.1. 1,,pane Sr:t ports at 16 ineFes (406 min) (?U inches (508 mm) if ftrerlgth axis in the fang direction ofthe panel, unl m Otherwise: marked). Gisimg or finish ratis - spaced L inches (152 mm) on panel edges. 12 inches ("a05 mm) at intermediate supports. 1 V AMPS. ltPanel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (309 mm) at int::nnediatc suppoits. 3= _ PANEL OFFER _ - 2-282 70' GROUND GENERAL NOTES:`' 1: ALL WORK SHALL TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTION OF THE TITLE � a 24 AND 2001CALIFORNIAtt 0 C BUILDING, PLUMBING, MECHANICAL, CALIFORNIA FIRE CODE, ELECTRICAL CODE, 2005 CALIFORNIA ENERGY EFFICIENCY STANDARDS, TITLE 24, PART 6 C.C.R. �h" e 2 PROVIDE IISPOSITIONED FROM THE STREET. NUMBERS SHALL VISIBLE AND LEGCONTRAST WITH THEIR BLACKGROUND ELECTRICAL bM BO LSKITCH EIV ; Calculation of Service Ampere Size �, WITH A MINIMUM 6" HIGH CHARACTHER WITH 3/4" STROKE RECOMMENDED. UFC. 901 A.4 single Family Dwelings r 3.- WINDOWS IN BATHROOMS TO HAVE MINIMUM OPENABLE AREA OF 1.5 SQ.FT.FOR VENTILATION. 4. ALL BEDROOM EGRESS WINDOWS TO BE MINIMUM 5.7 SOFT CLEAR (20" WIDEx 24" HIGH x 44" SILL HEIGHT). 5.- ALL EXTERIOR ELECTRICAL FIXTURE AND DEVICES TO BE SUITABLE FOR WET & DAMP LOCATION. , 6: PROVIDE 2 LAYERS OF GRADE "D"15# FELT UNDERLAYMENT UNDER THE CEMENT PLASTER OVER PLYWOOD OR OSB. 7- PROVIDE A MINIMUM 26 GAUGE GALVANIZED WEEP SCREED AT THE FUNDATION PLATE LINE AT LEAST 4" ABOVE THE CONCRETE OF PAVING. 8: PROVIDE NON -REMOVABLE BACKFLOW PREVENTION DEVICES ON ALL EXTERIOR HOSE BIBBS. (' 9.- OULET BOXES ON OPPOSITE SIDES OF FIREWALLS SHALL BE SEPARATED BY HORIZONTAL DISTANCE OF AT LEAST 24". 10: CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR PRONG OULET SHALL BE PROVIDED FOR DRYER AND COOKING UNITS. s 11: ALL SMOKE DETECTORS SHALL BE HARD WIRED WITH BATTERY BACKUP. 12.- SMOKE DETECTOR SHALL BE LOCATED AT THE HIGH POINT OF A VOULTED OR SLOPED CEILING. 13- PROVIDE A MINIMUM OF 1-20 AMP BRANCH CIRCUIT FOR THE BATHROOMS. NO ADDITIONAL OULETS SHALL BE PLACED ON THE DEDICATED CIRCUIT. 14.- SIMPSON A-35 WILL BE PLACED AT DIAGONAL BRACING. 15: PROVIDE FIREBLOCKiNG IN CONCELEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDED GFI WP FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH 1 i VERTICAL AND HORIZONTAL. y 16.- BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMP. RECEPTACLE OULETS IN BEDROOMS REQUIRE PROTECTION BY AN ARC-FOULT CIRCUIT INTERRUPTERS. PROVIDE ENERGY LIGHTING EFECTIVE FOR LIGHTS AND SWITCHES i I 17: SHOWERS TO BE 30" MINIMUM RADIUS, AND BE 1024 MINIMUM SQIN IN AREA, AND 70" HIGH COMPLIANCE WITH 2005 T24 ENERGY STANDARDS; MINIMUM WATERPROOF. A. KITCHEN.- High efficacy or up to 50% of the total wattage can be low efficacy. 18.- WATER HEATER WITH PRESSURE RELIEF VALVE & CONDENSATE DRAIN EXTENDED TO EXTERIOR. All high -efficacy and low -efficacy lighting must be controlled separately. 19.- WATER HEATER SHALL BE STRAPPED AND INSTALLED 18" ABOVE FLOOR. B.- BATHROOM, GARAGE, LAUNDRY, AND UTILITY ROOM,- High efficacy or manual -on occupancy sensor. y ..- - C.- ALL OTHER INTERIOR ROOMS. (e.g., LIVING ROOM, DINING ROOM, BRACING MATERIALS: ff BEDROOMS, HALLWAYS) exept CLOSETS less than 70 sq. ft. - High efficacy Sca e or manual -on occupancy sensor or dimmer. LECTrl I IMIL 1 8 I EXTERIOR BRACING MATERIALS; 3/8 OSB SHEATHING, 48 WIDTH, FASTENED WITH 6D CORROSION RESISTANT NAILS 6" O.C. EDGES, AND 12" O.C. FIELD, ALL JOINTS MUST OCCUR; D.- For OUTDOOR LIGHTING attached to buildings - High efficacy or controlled b OUN ` , K L LAN OVER FRAMING MEMBERS, STUDS TO BE SPACED @ 16" O.C. g g y y BUTTE D 2 motion sensor+ photocontrol. BUILDING ��0 2 INTERIOR BRACING MATERIALS; 1/2 " DOUBLE SIDED GYPSUM BOARD, (4' WIDE PANELS), t} - FASTENED WITH 5D COOLER OR WALLBOARD NAILS, 11 GAUGE x 13/4" ROOFING NAILS FOR APPROVED SHEATHING. SPACING 7" O.C. ALL STUDS AND PLATES. N.E.C. Sec. # 220 v - Q Q G ` 0 z Job Permit # LJ 0 tL0 M J 5 � C + 00 (watts) � •j N I rNTGeneral t m Ughting at 3 watts/ sq. ft. 8868 "' ,1�'J• a p Appliance-Utlllty (2) at 1500 watts/circult • 3000 1 n i Dishwasher 2350 Disposal 500 Washer, clothes 750 Drier, clothes 4500 ¢ Gas Range ^poo PO IRC H - , 3068 subtotal 19968 # 25'8 x 78- 10,000 watts at 100% 10000 : 19968 wats at 40 % 7987.2 1' Air conditioning 8500 Total26487.2 i ] ........ ........... .. ......... _...__....._ ------------.....------ .... ...... ......_.......__... -. .......--------- Total watts 26487.2 / 230 volts " ris-m ' Ii amperes I 1illi , GARAGE1 This ampere loading is on EACH side � Must be balanced. Minimum rating. I r 21'4 X 19 Amperes X volts (to unit) - watts I 1 kilowatt (KW) - 1000 watts y ' j I_ --_-•-------------------------------------------- t I t I 9 t FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH 1 i VERTICAL AND HORIZONTAL. y 16.- BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMP. RECEPTACLE OULETS IN BEDROOMS REQUIRE PROTECTION BY AN ARC-FOULT CIRCUIT INTERRUPTERS. PROVIDE ENERGY LIGHTING EFECTIVE FOR LIGHTS AND SWITCHES i I 17: SHOWERS TO BE 30" MINIMUM RADIUS, AND BE 1024 MINIMUM SQIN IN AREA, AND 70" HIGH COMPLIANCE WITH 2005 T24 ENERGY STANDARDS; MINIMUM WATERPROOF. A. KITCHEN.- High efficacy or up to 50% of the total wattage can be low efficacy. 18.- WATER HEATER WITH PRESSURE RELIEF VALVE & CONDENSATE DRAIN EXTENDED TO EXTERIOR. All high -efficacy and low -efficacy lighting must be controlled separately. 19.- WATER HEATER SHALL BE STRAPPED AND INSTALLED 18" ABOVE FLOOR. B.- BATHROOM, GARAGE, LAUNDRY, AND UTILITY ROOM,- High efficacy or manual -on occupancy sensor. y ..- - C.- ALL OTHER INTERIOR ROOMS. (e.g., LIVING ROOM, DINING ROOM, BRACING MATERIALS: ff BEDROOMS, HALLWAYS) exept CLOSETS less than 70 sq. ft. - High efficacy Sca e or manual -on occupancy sensor or dimmer. LECTrl I IMIL 1 8 I EXTERIOR BRACING MATERIALS; 3/8 OSB SHEATHING, 48 WIDTH, FASTENED WITH 6D CORROSION RESISTANT NAILS 6" O.C. EDGES, AND 12" O.C. FIELD, ALL JOINTS MUST OCCUR; D.- For OUTDOOR LIGHTING attached to buildings - High efficacy or controlled b OUN ` , K L LAN OVER FRAMING MEMBERS, STUDS TO BE SPACED @ 16" O.C. g g y y BUTTE D 2 motion sensor+ photocontrol. BUILDING ��0 2 INTERIOR BRACING MATERIALS; 1/2 " DOUBLE SIDED GYPSUM BOARD, (4' WIDE PANELS), t} - FASTENED WITH 5D COOLER OR WALLBOARD NAILS, 11 GAUGE x 13/4" ROOFING NAILS FOR APPROVED SHEATHING. SPACING 7" O.C. ALL STUDS AND PLATES. in w N v 10 Q Q G ` 0 z LJ 0 tL0 M 5 � C 00 tV � � N m t' "' W O a p w n in w v Q Q G ` LL 0 tL0 � C 00 tV � � N "' z O a p PA 10 ENGINEERED TRUSSES --48' RUCE FACIA 26— 221 2'x4" DOUGLASFlRSTUD ExtE . .........::..__ _._. ..�.:... »,_ . -- -- - - - ----- - -- -----------____,. — •------------- rx25131i6'wASHERs 3 COAT STUCCO 2" W PRESSURE TREATED SILL PLATE PROPOSED FOUNDATION ! tO I u2' x 10'L ANCHOR DOLTS CONCRETE ...1---• STUCCO 6'-TC.TO C. T IN CONCRETE AT ' I 12' FROM EACH END OF EACH PIECE t FOOTING 1-------------------•. -= -------- -- ._.. -- 2500 psi/sq inch 28 days - _ �_.� 4x4 POEiT-?-- -.^^` • '- - f, D.F.z1 4"CONCRETE SLAB - _ PAD FOOTING 45 K �-..-..11Y LAYER OF CLEAN SAND - 36' x 36.2--P4 EACri - - - - ' • - - --B MIt WATER PROOFING MEMBRANE '� ' - WAY TOP It BOTTOM GRADE I �•'`r't.Ma� PROPOSED FOUNDATION ; ILII = �,�"�`�.•— 4' LAYER OF 314" GRAVEL DWELLING MIN 1111 4" CONCRETE W/6x6, 10x10 W.W.F 12' ON 2" SANO,ON 6 MIL VAPOR EXISTING FOUNDATION 1 12 =-- —GRADE BARRIER, ON 4" GRAVEL ; W REINFORCED STEEL. 2x4x 36"Pressure TFRO BOTTO TOP AND 3' FROM BOTTOM _._--} ----- _--------. --------------- ------------ w-- ry --------------------•--------------- ------ ._ ._ .._ 17 T t EXTERIOR BEARING WALL SUPPORT rA FUNDATION DETAIL - F s U) 10 ENGINEERED TRUSSES --48' RUCE FACIA 26— 221 2'x4" DOUGLASFlRSTUD ExtE . .........::..__ _._. ..�.:... »,_ . -- -- - - - ----- - -- -----------____,. — •------------- rx25131i6'wASHERs 3 COAT STUCCO 2" W PRESSURE TREATED SILL PLATE PROPOSED FOUNDATION ! tO I u2' x 10'L ANCHOR DOLTS CONCRETE ...1---• STUCCO 6'-TC.TO C. T IN CONCRETE AT ' I 12' FROM EACH END OF EACH PIECE t FOOTING 1-------------------•. -= -------- -- ._.. -- 2500 psi/sq inch 28 days - _ �_.� 4x4 POEiT-?-- -.^^` • '- - f, D.F.z1 4"CONCRETE SLAB - _ PAD FOOTING 45 K �-..-..11Y LAYER OF CLEAN SAND - 36' x 36.2--P4 EACri - - - - ' • - - --B MIt WATER PROOFING MEMBRANE '� ' - WAY TOP It BOTTOM GRADE I �•'`r't.Ma� PROPOSED FOUNDATION ; ILII = �,�"�`�.•— 4' LAYER OF 314" GRAVEL DWELLING MIN 1111 4" CONCRETE W/6x6, 10x10 W.W.F 12' ON 2" SANO,ON 6 MIL VAPOR EXISTING FOUNDATION 1 12 =-- —GRADE BARRIER, ON 4" GRAVEL ; W REINFORCED STEEL. 2x4x 36"Pressure TFRO BOTTO TOP AND 3' FROM BOTTOM _._--} ----- _--------. --------------- ------------ w-- ry --------------------•--------------- ------ ._ ._ .._ 17 T t EXTERIOR BEARING WALL SUPPORT rA FUNDATION DETAIL 9OI1GlASflRPOBT i EXISTING FOUNDATION 25 Z01a"WASHERS 2'x4"PRESSURE TREATED SILL PLATE •-' 4 a 2'x1'PRESSURE TREATED sLL PLATE i 11P' x iTL ANCHOR BO_T5� �. 12" FROM RiACH END CCORFRf�iTE�AECH PIECE - - 14mEACH r- ' '�A-- I 312 CONCRETE STAB —VZLAj ' ® OFCLEMSW C CONCRETE SLAB —EMIL WATER -PROOFING MEMBRANE ®1---UiLAYEROFCLEANSAND GRADE , .. A• LAYER OF 3W GRAVEL 5 MIL WATER-PROOF#NG MEMBRANE ................................. ._»....._. ._s.._ ._..--------------------- . - __._..--------- a__ y„ya}r, titi s'ti`•"i�.__.,. 4"LAYER OF3J4"GRAVELGRADE _.. _ ...... .... .. ...... ................. _..-� 1 - — _ — _ - 42 REINFORCED STEEL. --� - ------ GRADE PLACED 3"FROMTOPAND oil 7 FROM BOTTOM 0o PORCHME I 25'8 x 78 ! 3F• # .,.. AND 1J2 REINFORCED STEEL, -........-.- -------------- PLACED 3' FROM TOP 3" FROM BOTtaM SQUARE FOOTING no scale GARAGE , ^' 21'4 x 19'8 t i INTERIOR BEARING WALL SUPPORT FUNDATION DETAIL -------------- -------- ----------------_....-----_---- C o co F _ Ccv.0) U) �1'0 U w 70 . 0 ING I"', 0 2'x 2'x3/16' WASHERS L 2" xa• PRESSURE TREATED SIU. PiATE t viii2' x Ir L ANCHOR . C. To C. T IN BOPS • CONCRETE AT L !2• FROM EACH END OF EACH PIECE !� 4' CONCRETE STAB ; • r I/2' LAM OFC EA14 SAND, `— 6 Mn WATER -PROOFING; NEMBRANE a• caret of 3/4" GRavEL GRADE RaNFORCED STEEL, PLACED - - - 3' FROM 3' FROM TOP AND BOTTOM LY # iP INTERIOR BEARING 4ALL SUPPORT FUNDATION DETAIL 9OI1GlASflRPOBT i EXISTING FOUNDATION 25 Z01a"WASHERS 2'x4"PRESSURE TREATED SILL PLATE •-' 4 a 2'x1'PRESSURE TREATED sLL PLATE i 11P' x iTL ANCHOR BO_T5� �. 12" FROM RiACH END CCORFRf�iTE�AECH PIECE - - 14mEACH r- ' '�A-- I 312 CONCRETE STAB —VZLAj ' ® OFCLEMSW C CONCRETE SLAB —EMIL WATER -PROOFING MEMBRANE ®1---UiLAYEROFCLEANSAND GRADE , .. A• LAYER OF 3W GRAVEL 5 MIL WATER-PROOF#NG MEMBRANE ................................. ._»....._. ._s.._ ._..--------------------- . - __._..--------- a__ y„ya}r, titi s'ti`•"i�.__.,. 4"LAYER OF3J4"GRAVELGRADE _.. _ ...... .... .. ...... ................. _..-� 1 - — _ — _ - 42 REINFORCED STEEL. --� - ------ GRADE PLACED 3"FROMTOPAND oil 7 FROM BOTTOM 0o PORCHME I 25'8 x 78 ! 3F• # .,.. AND 1J2 REINFORCED STEEL, -........-.- -------------- PLACED 3' FROM TOP 3" FROM BOTtaM SQUARE FOOTING no scale GARAGE , ^' 21'4 x 19'8 t i INTERIOR BEARING WALL SUPPORT FUNDATION DETAIL -------------- -------- ----------------_....-----_---- C o co _ Ccv.0) U) �1'0 V w 70 I"', 0 I..L. D �v� in a ui Z C7 W a >- 00 Q0 Ln Z 0) zdz d U 5 F=-- w U r•-�1 " Ch cV CO vi to W w 0 i— Q Q N LL N 0" � at � , z °o C13 O �L W ,i. o = a V z !-1 J tJ W 3: 0 0 w (1) 0 r) 0 PAGE: