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Home My WebLink About065-540-003ell 9 X93 f 93-37.2 , BPEM 'BOB- & JOANN FULLERCOUTOLENC RD, LI A4 4 t 55✓v' k, 149 CONTR: RICK :TRENT NEW SF,. A B07?2744 065-540 00 4-- r ,.0 MISCELLANEOUS ;' 4 Remo' el , CONN PORT GARAGE TO LIVING &sa 14955 COUTOLENC RD�4�-A"t� u„� EGENER; MARK VV � ,r .t^� id• i.- ' .->.' :.�-.eat. - �]'d��`�"�. ., v � j a a r • �r �r " m , s Lg"j I LM 5 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: 14955 COUTOLENC RD Owner: Permit NO: B07-2744 APN: 065-540-003 WEGENER, MARK Issued Date: 04/08/2008 By KEJ Permit type: MISCELLANEOUS 14955 COUTOLENC ROAD Subtype: Remodel MAGALIA, CA 95954 Expiration Date: 04/08/2009 Description: CONV PORT GARAGE TO LIVING (530)873-2996 Occupancy: Zoning:TM5 Z Contractor Applicant: Square Footage: WEGENER, MARK Building Garage RemdUAddn 14955 COUTOLENC ROAD 312 MAGALIA, CA 95954 Other Porch/Patio Total (530) 873-2996 1,034 1,346 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Remodel -Residential $759.87 Total Charged: $835.57 Fees Paid: $835.57 Balance Due: $0.00 Receipt No: B5894 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 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 04/08/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Pleage check one of the following: Contractor's Signature Date AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code; for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ❑I as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's 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 Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less. 1:11 AM EXE PT under coon B. & P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS iSSUED, I shall t employ any person in any manner so as to become subject to the Workers' Compe ation L sof Calif o nia, and agree that if I should become subject to the workers' X 04/08/2008 compe ation p isions of S ction 3700 of the Labor forthwith comply with those Owner's Signature Date �Code provisi X 04/08/2008 " 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 Slate laws relating to building Signature Date WARNING: FAILURE TO SECURE ORKE S' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOY CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, 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. Lunty o enter he above mentioned property for inspection purposes. I hereby certify that I am the rto er am authorized to o the pro rty own fs behalf. 04/08/2008 CONSTRUCTION; LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for WaThe erm [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR: Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip .' f 4„ A ,X' . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. _ Bim # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. APPLICAIXT SIGNATURE X 0 ��P��ROJECT LOCATION API Property Address 14965 496 cityn /�, MA WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. OWNER INFORMATION Last Name Address BROWN City Sq FT- Living Garage Open Cov State Zip Phone State Fax E-mail _ Lic. # E-mail Class APPLICAIXT SIGNATURE X 0 ��P��ROJECT LOCATION API Property Address 14965 496 cityn /�, MA WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. CONTRACTOR Name Name Address /'_ l� City Sq FT- Living Garage Open Cov State Zip Phone State Fax E-mail _ Lic. # E-mail Class APPLICAIXT SIGNATURE X 0 ��P��ROJECT LOCATION API Property Address 14965 496 cityn /�, MA WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. ARCHITECT/ENGINEER Name Name Address i /'_ l� Address Sq FT- Living Garage Open Cov - Cityll.raj 1ip ! q State ZipQ Pho _ Fa x�y� ..l`__"lD5 E-mail Stat Licenw. um er APPLICAIXT SIGNATURE X 0 ��P��ROJECT LOCATION API Property Address 14965 496 cityn /�, MA WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. APPLICANT INFORMATION Name Flood Zone Address i 1 ki 's /� _ + l C',q cry 6� Sq FT- Living Garage Open Cov - state , 1ip ! q PhoneJ ' Fax Email Q nq APPLICAIXT SIGNATURE X 0 ��P��ROJECT LOCATION API Property Address 14965 496 cityn /�, MA WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. Zoning Flood Zone SRA I 3 a cam- ! Sq FT- Living Garage Open Cov Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. far 'butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds "PERMIT APPLICATION DATA SHEET" Reference Number: B07-2744 Date: 12/28/2007 Location: 14955 COUTOLENC RD By: AAM Parcel Number: 065-540-003 Sub Type: Remodel Owner Name: WEGENER, MARK Phone: (530) 873-2996 Description: CONV PORT GARAGE TO LIVING & ADD OPEN DECK The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS 1:1 ❑ 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, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS E:] Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 L3 E] 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 W1:1 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Property Owner: Date: 12/28/2007 0 FILE 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 E 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 "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Property Owner: Date: 12/28/2007 0 FILE 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: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Property Owner: Date: 12/28/2007 0 FILE 13utte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. J I PERSONALLY PLAN TOP IDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR Oi 2DiI IAV VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. 1 HAVE D CONTRACT WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ��(n �ZV/ 0 W !A ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY, PHONE CONTRACTORS 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 Description: CONV PORT GARAGE TO LIVING & ADD OPEN DECK Reference Number: B07-2744 Applicant Name: WEGENER, MARK ,Owner's Name: WEGENER, MARK AP # : 065-540-003 Signature of Property Owner: Date: j 'Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 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://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B07-2744 Location: 14955 COUTOLENC RD Parcel Number: 065-540-003 Date: 12/28/2007 Owner Name: WEGENER, MARK Phone: (530) 873-2996 Description: CONV PORT GARAGE TO LIVING & ADD OPEN DECK Signature of Applicant: ADate: 12/28/2007 FILE . RESIDENTIAL q 058-81-0-003 972 BPEM pOFnLERTON, BOB & JOANN 955-COUTOLENC RD, MAGALIA NTR; RICK TRENT W SF • OFFICE COPY; r, Address`' `� Li�1 S� �o;.rsLEnrL i GAS ` Meter By' DateZ-1 'EL'ECTRIC "''` Meter By '} Date r r OFFICE COPY 1 Address yS155 CoL'-'(6 V AJC f GAS Meter By Date - {{ ELECTRIC t Meter By ...%,A��1a-ter' Date k i JOB FINALED (Date) hil Signature V= OK f O; Not OK -=Not Applicable =Not Ready MOBILE HOMES ' Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"L"ft. / /"Net. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Teat -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -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 t, i 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.; Posta-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 #'a 1. Setbacks -Easements , ;t 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-Enclosu res -Pane I boa rds- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V =,GK Q = Not OK - _ Not Applicable = Not Ready RESIDENTIAL 4Single & Duplex) . I Date/Initials UNDERFLOOR (Plans) OK except #'s , .'Zoning -Setbacks -Easements -Flood -Slope .21-Ftg., Main; Soils-Elec. Grnd.-48P' Fig. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks• Soils -Steel -/ /Fig. Depth temwalls, Main lockouts -Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. S b• Steel -Wrapped e O.W.V.; Fall -Fitting -T -12 Way C/O -Sewer Test 2;,0fop 49 k�F. Gas Pipe; Size -Anchors - yard gas piping: size -test .`water Pipe; Test -Anchor -Regulator -Service Test 12 -Electric; Underground Ur P' nums & Ducts; Clearance -Material -Support -Ins. GirdyM-Sills-Anchor Bolts-Jojafs-Vents-Cripples S,if j 15. Access & Ventilation 16. Insulation GG 66 Date/Initials PLUMBING Permit OK except #'s Iq Water Htr.; Vent ccess-Combustion Air -Baffle 7 Water Pipe, est Anchor -Nail Protection D. .V.; Test -Fittings & Anchor-Naii Protection -p-- 8-q Shower Pan; TaKIFirst Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 2,1"Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22,�xture & Transformer Clearance -Ins. Protection 28'E1ec. Receptacles Spacing -Lights & Switches at Doors . Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Gteirnd made up w/Meth. Fastne - n es & W 32"-2 Appliance Circuts in Kitchen & Conductor Size/GFI 2.8-Subfeed Wire Size'? / ga. or AI-A.C. Wire Size / / ga. Cu or Al Range Circ. M/ ga. ®or AI -Oven Circ. 151 ga. Cu or Al. Insulated Neutral ❑ Yes u No 3D!Service-Riser Conductors & Ground -Main Disconnect 31'�Equlp. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33/Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support �1_1�� 39. 'Vent Fan; Exhaust above insulation CDC 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s ,W. Sils, Proper Material & Anchors 'Walls tuds-Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing 4_4' Draft Stop in Wells (rat proof) 4X. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 94. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 4,5/1angers-Post Caps -Anchors -Connectors 4 Ing. Joist-Rftr. ties -Pu rlin—roof Brac-Truss-Shthng.-Ring. 47/Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49.,Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50/Garage Fire Protection Framing 51,. -Property Line Firewall & Openings 5k Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 5,3!Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54eplywood on Roof Overhang -Attic Vents -Rafter Outriggers 5W Siding -Nailing Veneer IA 56 _stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access AV Glazing Area -Glass Protection -Skylights -Plastic L'A9 Ah Shear Wall ailing s tp. ej CC A 5 . s on all ,gs 6 iltr on-Wa - i dows PA" E K46c;:1EAn,j �V—S RaaF infst.,(,R I~I�•/ Date Initials FIN Plans OK except #'s Ext. Steps -Door & Sidelight Protects -Len s . Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 6A!BedrOOm Exiting G.F.I. & Bath Fixtures c Spa fiA _Elec. Trim & Subpanel; Breaker Sizes & Labels _3•3 0i - stairs alta 06r-Elec. Outlets at Wood Panel; Int. & Ext. LOr'Rit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance M—Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door, Swing -Landing -Closer 13 -A -C. Duct in Garage -Damper . Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 51!5� Plb., Elec. & Mach. Equip. Listed for Location 6. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7.7.'Insulation-Foam-Looked in Attic ❑ Yes X16. Guard Rails & Deck Construction -Post Cabs ,?97Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth ,Pearance Looked under Floor ❑ Yes BtiFollowing instld.; Drive Jn Yes No; Walks 13Yes No; P Planters ❑ Yes 'No 480.-&acco; Brown -Finish °1 A C Unit i _ctrl lumbing ✓j,2!Gents Above Roof; Plbg: Appliance -Fireplace. -Clearance to Openings Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle-Underoround e ation Throughout House ass Protection ,)/7/4y'QWCorrections from Previous Inspections as Test Meters Tagged; Gas -Electric fir» r99!Vjlater & Sewer Connected -C/O to Grade -H pproval e4P5Ene v Compliance Certifica LOther Cetafflcates Comments at Final: 4T_ f %k tl t / I AAV_ l C lD tL Ar- Dui iLt.l v&lr 'J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PPERMIT NO. ASSESSOR PARCEL NUMBER 058-810-003 ZOINI-NG TM -5 BUILDING PERMIT OWNER Bob & JoAnn Fullerton 209 TELEPHONE 855-8626 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 34411 Lode Rd. Tollhouse 93667 CONTRACTOR'S NAME TELEPHONE Rick Trent 873-0836 2,720 R 14 ,880.00 2 105 0 6.00 735.00 CONTRACTOR'S MAILING ADDRESS P.O. Box 216 Ma alia 95954 CONSTRUCTION LENDER UNKNOWN Fireplace I "All 1.500.00 Total Valuation $ 165.71 .00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee I $ 15.00 Permit Fee Plan Checking Fee $828.50 $414.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS Permit fee $ • 7 14999 Cmitolenc Rd.. Magalia PLUMBING PERMIT Filing Fee 115.00 Each Trap 131 5.001 65.00 Solar or heat pump water heater 1 20.00 LOT NO.SUBDIVISION 3 NAME iCoutolenc Canyon Est. #1 PARCEL MAP 104-28 Water piping 11 7.00 7.00 Each qas water heater or vent 1 7.00 7.00 USE OF STRUCTURE SF ER Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 115.00 Mobile Home S G W @ 15.00 TYPE OF WORK New© Addition [I Remodel❑ Utilities[] Installation[] Other ❑ Describe work: New 3 Bedroom Single Family Permit Fee $ 4.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 1 18.501 18.50 CONTRACTORS LICENSE LAW I declare under enact of perjury penalty p jy (check one): Ili( LPI I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No- a` I Classification SoZS 14) 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000Ar 37.50 NEW CONST. ( DWELLING OCCUP.✓) OR ADDNS. ACC. BLDGS. / X 3.64sq.ft. 127.45 NEW CONSTR ULTI.OUTLET NON -RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS Q) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES L.�e FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $175.95 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 1 9.00 9.00 Heat Pump Split Cooling 5 Ton 1 16.50 16.50 Hood 1 6.50 6.50 Ventilation 1 2 4.50 9.00_ it Fee perm$56.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against liabilities, judgments, costs, and expenses which may in any way accrue against aid oun copse ence of the granting of this perm t. p, X Date Z / / Signature of Applicant - wner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5' deep em lition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee=JE Energy Inspection Fee OCC R-3 CONST TYPE VN TOTALall HAz DFEES IMP FLD IS E This permit is hereby issued under scans of the to County Code work i c d a ove fo�-��Date OKS ev P RMIT EXPIRES D to the applicable provi- and/or resolutions to do ve been paid. ReceiptC 135432 $494.25// we / Ips WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD-AP/PLICANT 10 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS r 7 County Center Drive - Oroviile, California 95965 - Telephone: 916:'538-7541 - APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCE NUMB 0 — OO 3 ZONING r0i �j� BUILDING PERMIT OWNERT LEPHONE �o �� Ame FL) u-,6 9- � ^/ z a i SO. FT. OCC. BUILDING VALUATION OW R'S M ILIN% ADDRESS �D �+� /`- (rt 720 v O Np_TRACTO 'S NAME TELEPHON {TRACT C R'S MAILING ADDRESS NA ,� /n /I / & 4 �iC-R•-` X o2 /rv�Ell wA Fireplace ( / CONSTRUC N LENDER UNKNOWN Total Valuation $ —711 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ FRCM'T'=rT OR Ep' _ — LICENSE NO. Plan Checking Fee $r ARCHITECT �... cNGINEL rt - ivl..I�IrvG ADDRESS Ener Plan Checking Fee 9Y g $ �0 Penalty $ BUILDING ADDRESS Gav� �y 412 AIA 41 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME ly l PARCE MAP Water piping 7.00 0 40 CV0rO �AlC �-t1* 6-,47'-r Each qas water heater or vent 7.00 rQ USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 , Q SFDuplex❑ Mobilehome❑ Other Building sewer 1 15.00 0 SPECIFY Mobile Home I S I G -W. 1 615.001 TYPE OF WORK I New Addition [I Remodel❑ Utilities[] Installation❑ Other ❑ Permit Fee F1 $ Describe work: �� _ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00AOR LESS 18.50 Main service 200A TO 1000A, 37.50 CONTRACTORS LICENSE LAW NEW CONST. ( DWELLING OCCUP.&\ 3.64 sq.ft. I declare under penalty of perjury (check one): OR ADONS. ACC. SLOGS. / NEW CONSTR. ULT, -OUTLET 5.00 ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business •E. NONR BRANCH CIRC ITS APPARATUS &� and Professions Code and my license is in full force and effect. (POWER SINGLE OUTLET CIR, License No. Classification Ex. Occ Up(OUTLETS OR FIXTURES 20 76d RA d 1, as the owner, or my employees with wages as their sole compen- IXED APPLNS. OR Ex. Occup. OUTLETS (RESID.1 EA.T j 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 t� for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- Mobile Home Facilities 15.00 ors. (Sec. 7044) Misc. Wiring 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ 17S IS; I Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating I have placed on file with the County of Butte Building Department 41 a Certificate of Workmen's Compensation Insurance 'or a Certificate of Consent to Self -Insure. Cooling ❑ 1 shall not employ any person in any manner so as to become subject Hood 6.50 r to the W. C. laws of California. Notice Ventilation ? to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such penult Fee $ Provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Energy Inspection Fee $ rQ Butte to enter upon the above-mentioned property for inspection purposes. occ CONST TVB I also agree to save, indemnity and keep harmless the County of Butte against OTAL F all liabilities, judgments, costs, and expenses which may in a y way accrue iA2 FEES IMP FL coF PARCE Po HD ' ISSUE i against said County in consequence of the granting of this permi I XDate This permit is hereby issued under the applicable provi Signature of Applicant — Owner ElContractor E:; Agent ElI sions of the Butte County Code and/or resolutions to do An OSHA permit is required for excavations over 5'0•' deep nd demolition or construct- work indicated above for which fees have been paid. i ion of structures over 3 stories In height. DIRECTOR OF PUBLIC WORKS �•— � Receipt No. By _ Date _ PERMIT EXPIRES Date , '.`/NITE•D. P, W., 1F-LLOW-ASSESSOR. PINK -INSPECTOR, GOL NROD-APPLICANT �� z5f7 COUNTY OF BUTTE - DEPART -fl= OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY C=ER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 NEER V �iL�i{� A. P. NO. G � —�% DCJ3 pOPOSr-D BUILDING USE DATE REC. DATE_ REC 61, I. _School Distric Fees (paid at District Office) :WA-�-2.She�i..ff Fees (paid..at -Building Department) Residential Z d =$ gL9467 9.S unit amt. Commercial( per sq -ft.) X =$ sq. ft. amt. Urban Area Fees (paid at Building Department - _ Residential (per unit) - Commerical(per sq.ft.) sq. ft. amt. Receatiau District Fees (paid at District Office) ....... 5. Drainage District Fees (Contac Land Development) 6. Other 7. Other .t time of permit application, I was advised the above fees are required to be paid pr__ :o issuance of the permit. 2PI (CANT DATE ,COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 Proposed Building Use PERMIT APPLICATION DATA SHEET Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY All items have been submitted. . 2 .Plot plans, 3/4 sets, signed by preparer of plans. r ............. . 3, Complete plans, 3/4 sets, signed by preparer of plans . ......................ia9s! Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............ .................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9.—Mobilehome d to and ma ufacturer's installation instructions, 2 sets. . X10. Fees of $ Impact fees as sh wn on attached schedule. .............................. +4 f 31�`i 3 4-� 12. California Department of Forestry plan approval/fees. ....................... . 3. Flood elevation letter (100 year flood) by California Engineer. . 14. Sanitation and plot plan approval Health Department. ...........1= 5. 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: . ......... n• 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). Pre Inspection reque 20. Pre -inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification). . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 4. Recorded copy of Agricultural Acknowledgement Statement . .................. .3 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. jr When ygu, issue the permit, process as follows: Mail to owner. Mail to contractor. .,,I Telephone and hold for pickup at 4A office. Deliver with inspector.— o. Other Parcel Creation Acreage Applicant ti�(� / Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date The following data must be submitted prior todpermij iss c !�:Pciq ri4w it m of 1. Index permit for above items No. 2. Additional items required: C y By ; 11 Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail ,ojt r by _ Date Plans checked by Date Plans approved by �K Date 7 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works G.H. USE ONLY " Hot I'I.n Attnehe<I • •*< r 1:1oor'1'hn Auadti•d sent lu IS. 1). / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner , Location Plan Approved for: Sewage Disposal Wr Supply: Public _ Clearance for __3__ bedroom II\)N Lome. Other off- V/, d�3 AP// / Private Well ✓/ Final clearance O.K. for: NOTE: 0, 93- Environment alth p cialist Date nN 8/92 ^+.#4a.K#'.f;•1.cv.aS„iH:$iii(Hf-+'e"t�+rywK+71�i'+�1`��7i�.`,�.�gt�'F�1+s•r�::ay+ �+hopccw.�l•ra�6-ei�v:�il�f"i iT;T'�'t°.F`fai"k�%6Kr�"'fl""°*rs��rrs.�^;C'Nt^,�i++a'"'. �+J'�.t"��i�-a"�}x`*'7i�Y ?^�`iT";�rr+}}: BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One For Per Building) School Distri A.P. Number 10 -AL -1 .f+aQs_ Jurisdiction Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial Building Department No. (—_-J City U county Lot No. Sq. Footage No. of Living MHI Addition (Group R) Units Sq. Footage New Addition (Including Exterior Roofed Areas) 1 Building Department Representative Date (Floor Plans reviewed by School District Personnel) ,.- ��dentification No. � �� _ _.___ - - - Z , i= • _. h- School District certifies that (Applicant) (Street Address (Phone Number) (City (State) (Zip Code) has complied with the requirements of Resolution No. resenting square feet. of District Representative . Paid by Check Number / Remarks: Bank Number Paid by Cash by payment of $�f� 9S� -3:/; � 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 ttfis 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 (applicant), Yellow, (building department), Pink (school district) �. feeform.wkl (4/92) VVRV no COUNTY OF BUTTE �+ DEPARTMENTO:F P , L•IC WORKS 196 Memorial Way,, CHico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 �ORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance existat the ab ve address and should be corrected. Please notify this office when correcti of work is completed. If you have any question pertaining to this matter, or n ed additional explanation, please contact this office immediately. r _ ..41 * R Date � � � Inspector clin :: IK COUNTY OF BUTTE ' �.. .. -DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive; Orovi Ile —Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 43-372 OWNER PERMIT NO. Arou ine inspection indicates that the following violations of County Ordinance "is at the above address and should be corrected. Please notify this office wh correction of work is completed. If you have any question pertaining to this m ter, or need additional explanatio please c ntact`his office immediately. Date I—' - ?-U , q q Inspector en , 1 J J It COUNTY OF BUTTE DEPARTMENT OF PUBLIC.WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile - Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 3-3� [i. OWNER ,r PERMIT NO. .r' A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office - when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. =-rI GIN. T -f ,. / N t1l —< n../ 4, l P o -a n 't DateInspector �-k ON[' r� 11. `'r ► ► ► �. / ■ =-rI GIN. T -f ,. / N t1l —< n../ 4, l P o -a n 't DateInspector �-k s 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 �IAI.I_EITJT( OAOYB�i PERMIT NO. ArouGi ebmpecion indicates that the following violations of Butte County Ordinances exist at the abase a#em and should be corrected. Please notify this office when correction of work scorfieredffyauhave any questions pertaining to this matter, or need additional explanation, pb� card tbs office immediately. C o rv\� N'OQ F t-1390— 5 N Date 9_23- 93 Inspector /l„A'A� REVIOW COUNTY OF BUTTE f� BUILDING DIVISION y 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 FLn`L�r�(t �3 37z 14 OWNER PERMIT NO.-" A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,.".? please contact this office immediately. 'y P12o� �D� �PPR6��t, F�2 toNc2r�: � �A: 2q N1,4r wA LL N3rMFtcL I.V-(S M(„/ =; 2�- 1;— s (- 'D vJG , WA LL y • r j • f Date 9 3 Inspector REV 10/92 Installation Certificate: Residential CF -613 Use of this form to satisfy the requirements of the AdmlAlstrative Code Is optional, but the Information must be provided and posted. �� Oc." n �'LyIL� oi 3-- 3-7Z Site Address Permit Number An installation certificate is required to be posted at the building site prior to the issuance of the occupancy permit. This form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and type of the appliance installed must be equivalent or better than the appliance specified on the Certificate of Compliance (CF -1 R). This certificate (or its equivalent) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance installation. I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment is listed under Water Heating Systems. Heating Equip. CEC Cert if led Actual Distribution Duct or Heating Load Heating Type (furnace, Manuf. Make & Efflclency Type and Piping Before Over- Equipment heat pump, etc.) Model Number (AFUE, etc.) Location R -Value Sizing (Btuh) Capacity (E carr e e r- �c.lr Nbc� CEC Certffled Cooling Equip. Compressor Unit Actual Distribution Type (air cond., Manuf. Make & Efflclency Type and heat pump, etc.) Model Number (SEER) Location Duct or Plping R -Value Cdu'A";ftr '13_otjn�wu�Tr 4.7— The ,2 f O� oT o� /01 d The building design heat loss and design heat gain rate have been determined using a method specified in Section 150(h) of the E y Efficiency Standards, and are two of the criteria used for equipment sizing and selection. 01 Si tura Date HVAC Subontractor (Co. Name) or General Conlract&r or Owner WATER HEATING SYSTEMS For small gas storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input >75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. For Instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER HEADS All faucets and showerheads installed are listed in the Commission's Directory of Certified Faucets and Showerheads, pursuant to Title 24, Part 6, Subchapter 2, Section 111. q "., MLkj-� 2 ZZ Signature 1.0 %.�Date Plumbing Subcontractor (Co. Name) or eneral Contractor or Owner Revised January 1992 Energyl External Water Heating CEC Certlf led Rated' Tank Factor or Tank System Type Manuf. Make & Input (kW Capacity Recovery Standby' Insulation (storage gas, etc.) Model Number or Btuh) (gallons) Efflclency Loss (%) R -Value �'�btwu�/Gas �hrew► �I' /d2.r��,?Pt 3S'3'`� So G o Ifo Z� �—l2 For small gas storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input >75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. For Instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER HEADS All faucets and showerheads installed are listed in the Commission's Directory of Certified Faucets and Showerheads, pursuant to Title 24, Part 6, Subchapter 2, Section 111. q "., MLkj-� 2 ZZ Signature 1.0 %.�Date Plumbing Subcontractor (Co. Name) or eneral Contractor or Owner Revised January 1992 02/28/1994 11:47 1994-02-28 12 16 :,; � »�,- fir-: '_ r+-- .-=«•.� � ,..�: FROM Lindal-Cedar Homes=Seattl' TO BLUEBERRY 872 7S76 LINDAL CEDAR HOMES APAAwirLNIAVS Certificate of Conformance ------------- certiftcBto _ 3 P.07 008 P02 THE UNDERSIGNED MANUFACTURER HEREBY GERIIFJE.S that the structural Wood Products identified below and marked with a collective mark of Amarican Wood Systams (AWS) wero man- ufactured in a000rdance with the spec+ticallow indicated below. 9KANSI Standard Af9at-1983, for St Wural Glued Laminated Timber Job Nnn'm Job 6 ocaUvn--�- 79854. oa+o 7-23-93 Mlgrg� Ord► Na _ 4058-C Customers Order Na _ _ - -- - PROOF LOAM MW JOUM elgnalVr9 ,...._.wN„ . ..� ROS9ORO LUMSER Go, _Address SP114 OF1ELD, OREGON — 0W 7'23-94 _ — Cemger+y IT 1S HEREBY CEWIFIED that the structural glued laminated timber production of tho above -names! �>< manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular f audit by American Wood Systems. such audit consisting of the inspection with reasonable frequency of the manufacturirKj promse, with adequate sampling to verify the quality of glularn oonstruction and the adequacy of glue bond. ' Tim 6.0 UV i a SEAL 5Y Michas/ R. O'Halloran EwutWe Moe PreskWnt i 1P a SHN Ioff` AMEAKM W+000 SYS” � A R ASM COM"MM OF AMf PAAN KYWOW A980t:NT10k , Insulation Cer'11116'ato' y �.�5 �C) �4( Description of installation • ROOF: C -e( a e - �90 «5 c. J=OCjjhrd=ZTM FIBERGLASS CERTAINTEED 7mrness rmbcs) -- 7rw.,R"T. —". EM=WAM. WAMM FIBERGLASS • Q=U4 InadUm CERTAnmm RSD F=R'. • mmaw N=dms= CMAnmED • None SLAB FLOOR ice! EaadNa,m� TW=W Ralaw= at-yahm) VA FOMATION WALL mat" MBE "MASS Wdm"Cladw) DedamtIon 3rwA Mam CERTAIN = • Z>taaolR�oo pt Yew) • 1* forewu uuwkd In ftWIdW I u ft abo" 1=dm1m=ftw=Mm �lsaut,,E,MdewvSur&rdsfbc i tWd=dJWWnpwWnW1qjjdg24Cf*4 mw sc) Z -,S- I Ci UAT C11 2 NA 0Qiii; r501 'C�: �; ■P ... AC'S MASON - WOODS Cou LUEJAc (.OFF sk r ass' 0 —k -.T Coo 14 v s CEJ L' W @0f 02A I CdJm1nU s 3M4 12242 Business Park Dr. Suite 24 Truckee CA 96161 Tel. (916)582-1009 Fix(916)587-0761 INDEX PAGE ►� �' C-V'i .fit �-Z Ron -1trx-)c F 1- S 11 r —ADAEi��n►��n 6-t BUTTE COUNTY F3t1d.DFNCi MPARfiMENl JOB �yhr ko1� �)OSO SHEET N0. A-\ OF 1 M -A CALCULATED BY DATE 7� C ENGINEERINGCHECKED BY DATE SCALE �t��T1/aL �PPE� FL PL�h.I �r �'Z T15WEA 845EA C, -- - - — S O= E �Q C14 ir' I IU1~�c 3 3 " _ 1 — - - - - - - MASTER ' BEDROOM SUITr _ --------------- X .0 nL r'129-SRXA-'' X31 -SRX / 2x6 WALL LIN. CABINET - BY - OTHERS �p WALK-IN CL05ET o BATH ST 14'-3.1/4" 3.1/2" 8'-5.1/4" 7 w►�.lpou-1 ---- �WAtL--- ,� . ..... - ... ,. , ., .. _P��M$�►•�G. vE�17 _. � . � . NOTCH T I MbE�L WALL�j . U t-- ' from f1he desk RON KiM of CO , N Y 8i ILDINaDI OF i U P_T 1, AU 0 99 �Cj�o 523 It a 2��L 0 gip; C* 255.E iODU U t-- CCw1k 001 NMI NMI b CC ��CC�► �C A COUNTY pE g�1TTE BUILDING DEPT AW k9AMB No. 9 3 50 DATE INDEX o.PAGE Cv i (i2 -Z— O��S 0 tr `S - �p,90 907 m Poo V,\ A a,� l J Exp. •5"51-�l ;�� L 1- - L S CIV 11, Cat-)— Rip, OF CA JUL 301993 12242 Business Park Dr.SME OOUM Suite 24 , Truckee CA 96161 Wa' MPAR Tela (916)582.1009 APPROVED. Fax(916)587-0761 -- e9 e� �. y,.n ac+oa Gm=mm — _. Archi>Lectu re - 1 a - -- - ------ -_ in�e - --- -- - - -- - II — - -- — Date ob -job- _ ___ � F� ,_ � _ q I _ 3 i --� _ _ 6 378 D- x pI wood "w th 8d @ 6" o.�. d" es 12"-0 -c. -fidid- -- - - -- _3/8" I CD -Ex plw�od with Sc @ �4" 0.'c. dges/12' 3 --3/8"-CD-Ex-plyw�d-with-8d-@=311- -- i--.eddes/12'--ol-c. blc. field -field - - - _ _2 - --�- - - 3/8" CD-txL plywbod with 8d @ 2"0.-:...o.. ed - - viiit�i--4k-.tuds-'_Woanel es olc. field --- �- I1I-----3/8i.-Sltu 31 - 3/8i' Strict. I with ith ct.l-I-plywood-w_8d_@_2° b.c!__etfge�s/_12°.0..�._.fiel'd._ with 4ic studs M ar el led esl o. c. field !with_8d_E1 -/8i'-CD-Ex-plywi d -on -two Isiis-.-wi h- to 4_lo.u�._ed�es/12,''_ o.c.� fieldl _ do gered-edgCs _ - ----- _ I - J if two edges ar=e same stud usel 4XI �.__—,----------- D.- xt_ I w on._t. o�sidesLwith_5 I p y tagg- mth 'o.d. re_ ._edg_, I s _L _ - �- - -i- j -.�- --- _ 1 8d @ 3" olc. edge/1�" field -... , [__1 a I if � two edges ar=e on �' �D-Extr �wbocl oh 0sideswith sta P_ Y_-- -o _ I- i - ,.. 99 red a -es g - --I-•- _�� - -- With 8d ( 2"olc. edgesTl2" o.c.-1�eld-with-4 - � --- studs , at-edg s - - -- -- -- — - Ce e dal'- o e's- . 11 -- - - - --- -- - t-) Use --studs.- t_.#6 -a.c�- nles ._noted_ltherMlise 2) Bibckl all panel edges L I. 37 DA '*t_t1=7 Pi-ywo�d-A in atay be used 4 _1. � � - I 1 - - - - � ) /�I D Exit l lywood �a1± ba Wised-iA plac -of-3/8 lrr pi ce �� _ I ply- - - --- - -- �- -4- I _! -lith 5 col r_ r a k<e1_nail ai 4' o. . - W2 - }"-0 BdLOCK 0 with -5d leh-olf y p r er at-I4"-�o: - - W3 5/8" G Bd BLOC, KEY 1viih �':ooler at 411 WSJ_ p or parker - c -I �$" —� �1Z1 �PI. -- -- — ---- -- — --- — A ,KING SHEAR OAD9 A L W. B E fOR -R U IV LOGS U5TWS-SOLId-CEDbR H(�MtS---- - - - cedar -- -- — - - -;L=1- to d'a"rd Wall- er m nuf� o er's- p�e- if l`ca ions- 22 -p f nri._l._►..A.' I La �IC� R post No 1JER4�1:) x 12 s i es n r d iTl ofes -at '8 . o: c. 0 -- f-*--. - _ 4-=l_1 -lhru- aPIC14 Iaye -o -logs ri- �/8" x 12" s' ikes in r dill d "olbt 2"o.c. p pp thrtr e c-i-- C�URS�_ b� L->-3/8" x2' pi es in pred ill d of s at 4" o.lc. 39(p f _�WIy�ZE, I� - - - , - --- CSS / L --- -+ I ( til"ru eac I-_layeo -k - x 12" Spi es in pred ill d of s t 16"' o.c. thr cli la er< o s 1 47 pf - -- --\\.I✓ _ -��j,i--�_1(EY2LUY vi, _ - -r _ A.. I,,� �L.C� r-1 _ � I-�0:1'f N _.. I� �cerieral-Notes�l L-� _ - }" cjnti' udus bdad o Scotch Gri 230 lu ' - --- _ - - -- ---_ _ - -- -- - - P_ -- -- - � be ac cbu s , e � e of lojs �vit spi4�es at 48 olc. 4 rl d � • i II4e vnln;•" .., f W" r .,sUe� Lid 72 p f - I- RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) �j� Bldg. Permit #�%� OWNER,(��XD.�_ A.P. Plan Checker GENERAL oning requirements: (sideyards and number of permitted living units). aluation. Plans signed by designer. Proper description of work on application. Existing violations on property. 6. Items on data sheet. (W.C., fees, Health, Recorded notice of violation. PLOT PLAN Developer Fees, License law, etc). •J1nl,�C omplete parcel -size and dimensions. V2. Setbacks, sideyards, easements, etc. �3! Other buildings or structures. Grading, fills, drainage. f Flood hazard. t 6.' Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). 1��r- FAU & FAS road setback. ice.- Building or utilities across lot lines (Record form). FT.r= PT.GN 1. Complete to scale plan with dimensions. Required c,indows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec. 1207). GFCT_s in baths, garage, kitchen, and exterior outlets (Article Light fixtures,.switches, receptacles, and exterior -receptacles tenance of mechanical equipment ocations of water heater, eating and cooling equipment other or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f). fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 210-8). for main - electrical Standard bracing or engineered design (Table 25V) i2:' Unusual shape, size, or split level house requiring lateral design. /3r4 Clerestory requiring balloon framing and/or engineering. _4r—Three story building requiring engineered calculations and plans. ,-5' Foundation plan complete enough to construct building. ,,!. Floor construction details complete enough to construct building. and wall corst:uction details complete enough to construct ,,8^ Roof construction details complete enough to construct building. -9- Fireplace construction details and talcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. ,lam Stud heights. -Adobe soils - special foundation design. Retaining walls requiring design. d- Special Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails _Sec. 3306). ardrail details (Sec. 1711 & 3306(j). ck or stone veneer (Chapter 30). � Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 6" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 17160,. r'Attic access and ventilation (Sec. 3205). 2 -.-Underfloor access and ventilation (Sec. 2516). FCombustion air for fuel burning appliances - L.P.G. requirements. . -Noise requirements on duplexes. Energy design. Flashing at all exterior openings. ''.- OF responsible area requirements. __O '15U-_ I NUUI- CtzC9bS $EC7't o NS 6"'OT_?3 Jd-93 IJ ... a ��r � a• Room •a e!� �p� a ::� A :C D��CE�► �E RF—sk i OF 'E5 � T E Coy r.a Q%0FESIs ) os Woo �'q� NO. CIVIL F0FCAIA MAY 2 51993 12242 Business Park Dr. Suite 24 TrUCkee CA 96161 Tel. (916)582-1009 Fax(916)587-0761 �.c.- s� - ' JOB N0. 99 3b DATE 5-25-93 INDEX PAGE I C.i3L AEQ � I NES -4b\ Burre cowurY BUILDNVQ APARTMENT APPROVED FAI ._/ ... a ��r � a• Room •a e!� �p� a ::� A :C D��CE�► �E RF—sk i OF 'E5 � T E Coy r.a Q%0FESIs ) os Woo �'q� NO. CIVIL F0FCAIA MAY 2 51993 12242 Business Park Dr. Suite 24 TrUCkee CA 96161 Tel. (916)582-1009 Fax(916)587-0761 �.c.- s� - ' JOB N0. 99 3b DATE 5-25-93 INDEX PAGE I C.i3L AEQ � I NES -4b\ Burre cowurY BUILDNVQ APARTMENT APPROVED FAI GENERAL NOTES 1. GENERAL A. These general notes shall apply to the structural drawings unless otherwise shown or noted. B. Unless otherwise Indicated all details of design, workmanship and materials shall conform to the 1991 Edition of the Uniform Building Code (U. B. C.) of the International Conference of Building Officials. 2. FOUNDATION NOTES A. Design soll bearing capacity 1S00 psf. B. All foundation excavation to be carried to undisturbed material or placed in approved engineered fill. C. Over excavation of materials shall be backfilled with concrete.' D. All backfill around footings, behind walls and under slabs shall be compacted to not less than ' 95% relative density. E. Backfilling against foundation walls will not be permitted until the wall has reached 28 day strength and all supporting structure Is In place. F. Step footings at a ratio of one vertical to two horizontal, with a maximum vertical step of 2'-011, unless noted otherwise. G. Waterproofing of foundations and retaining walls shall be the responsibility of the owner or contractor and Is not the responsibility of the Engineer. H. Any unusual site conditions (e.g. loose fill, sub -surface water, etc.) shall be reported to the Engineer. 3. REINFORCED CONCRETE A. Reinforced concrete shall conform to applicable requirements of the UBC and ACI Standard 318-83. B. All concrete used in foundations and slabs on grade shall have a 28 day compressive strength of not less than 2000 psi. Test cylinders required where greater strength Is specified. C. The maximum slump shall not exceed 3 Inches. D. Provide 6 x 6-W1.4 x W1.4 welded wire fabric In all slabs on grade, placed 1}" down from top of slab, unless noted otherwise. Glass Fiber Reinforced Concrete Is an acceptable alternate. E. Provide control joints In all slabs on grade. The maximum spacing of control joints shall be 20'-0" o.c., unless noted otherwise. F. Provide vertical control joints In all concrete walls. The maximum spacing of control joints shall be 20'-0" o.c., unless noted otherwise. Cut alternate horizontal reinforcing bars., each face. G. Additives containing calcium chloride shall note be used. 4. MASONRY A. All concrete masonry units shall conform to ASTM C90 grade N. B. Mortar for concrete masonry shall conform to ASTM C279 Type S. C. Grout for concrete masonry shall be In accordance with U.B.C. Section 2403(d). Minimum 28 day compressive strength shall not be less than 2000 psi. D. All walls shall be grouted solid. Grout shall be vibrated Into place and shall be placed In lifts not exceeding 4 feet unless appropriate cleanout holes are provided In accordance with the UBC. E. Provide bond breaker at masonry bearing of all cast -in-place concrete slabs with building paper or as otherwise detailed. 5. REINFORCING STEEL A. All reinforcing steel shall conform to ASTM A615 grade 40 unless otherwise indicated. B. Welded wire fabric shall conform to ASTM A185. C. All reinforcing steel shall be accurately located and adequately secured In position before and during placement of concrete. D. All details of fabrication and Installation of reinforcing steel shall be In accordance with the ACI Manual of Standard Practice. E. Lap reinforcing bar splices 40 bar diameters, unless noted otherwise. F. Bend all horizontal will bars 40 bar diameters around all corners, unless noted otherwise. G. Provide vertical and horizontal reinforcing bars In concrete and masonry walls to conform to the minimum provisions of ACI 318, Section 14.3, unless noted otherwise. - 6. MISCELLANEOUS STRUCTURAL STEEL A. All miscellaneous structural steel plates and sections shall conform to ASTM A-36. B. All detailing shall conform to current AISC specifications. C. All welding shall conform to current American Welding Society specifications for material being welded and be performed by certified welders. D. All bolts shall be unfinished ASTM A-307, unless noted otherwise. E. All structural steel and miscellaneous Iron not encased in concrete shall receive one shop coat of approved primer paint. 7. WOOD FRAMING A. All framing lumber shall be #2 or better unless noted otherwise on plan. Studs and plates may be construction grade ►naieria1. 6x material shall be Doug Fir Al or better. B. Plywood sheathing shall be manufactured with exterior glue In accordance with requirements of the UBC and American Plywood Association Std. PSI -83. The grade, thickness and panel Identification Index shall be as shown on'the plans. C. All glue laminated beams shall be stress grade 24F -V4 unless noted otherwise on the plans. D. All framing clips and devices shall be Simpson "Strong Tie" or equlvalent,,per Lt►.da1 code.. E. Minimum nailing for connections not indicated on the plans shall be in accordance with Table 25Q of the UBC. F. Truss joists shall be manufactured and Installed In accordance with the requirements of the manufacturer. G. All nails shall be common, unless noted otherwise. H. Posts used for beam or girder supports shall have full bearing to the foundation, unless noted otherwise. I. Timber sizes prescribed are minimum. Larger sizes may be substituted. Detailed connections may require modification If substitutions are made. 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Job O \\.Q., v Job No. - �► 'SD SO By r page L -Z o CD -Xi' TS\ -S3 APA ZA16Di AaLkC16> v1ALL 165 ISS s'uGE.. _ AlI l..S 754 34 ZZ 2c�.1 S q3 di�rlis _I ZIZI '35� lsod -21,q -Is <q°)l 01 =W C1Z l ll '� cl)x Z'Z/ b$c1H QZI I`) <101S A, aka aid L4 O� b1�Z o4� 71 e . 4K47 � SOd Vv OOZ ns OL.I �i SZb 41 OC)► $ L•Z oCZ S01 Z/z�� OLI S \N C�A OQ DNIN33NIJNI , J J at MR" 1111MIM 1 013 J—L iCTe��ire F- ana n "e Q6 371 — D= z plywootl w th" 8d -W 611--6.1.-lid' eW dges It D- Ext w Ld 411 o. ed 4 with 11 o. ed Pi 3 -- 3/8 I -CD- xt1-,PZ -w th 8 w ;[18 ' CD-txt ply�wl 1-fh8 @ 211 o.t edges/12' with 4x �/8-,- Str 11, --.6qc 3- 1 ;;o d with 8d @ 11 c. ed 9 --T H . --- - tu Ict.-I-PI wood -with -8d--.@_2° Scl-0-c --e6es �Iw 104- t 2 01 - cr- with 41x studs at )a�el led' --'[las- -W'i h- ta g D- xt-p�ywood-on-two- sid" hl ;.0 id6es/112111 o.c.1 fieldl i f two ed 3es a n same stud" Do on7t��o] ides.with tagigg -P wood -S �tac I with 8d @ 311 o C. ed ei/1211 6.d. field if... -eid- - I !--I. ldl-�A L ge-' -b- 6-6-h-s-ai- a stud use 4� D-Ex w o 0 t o sides with sta6gered I wit'-§tUd--1 with o t c-.- - -e.--d g-. e to wit ---i-)-lusle-stud 0. S. -it. .0. ->k6"-noted-otheriA 2) B16cki all pilnel edges 611 -CD - 11-- ylwobd-9T- i- ed- -1 n- DLE t- ly F.811 -b!,--- sed -1 Iac!-o1F--3F8ll i lyp B ith 5 C I r ra •ke nail nail at 4- W2 --}°t-gyp B L K D`wl h-5dc116r-O r er- Doe IS I 1- 20'-.' ; 1. db -b N P. 121 Ifl Id - o4c. fi Id o Lc -f-i � +-- 1d S .field A, a red-et!gesLll reie edges -b- place- 31 �M -pl f - 0.c. at 4"-o. :.-- 7 Ext- - -I_ -j-- ---t-" F- W3 5.8" G XE D it1h d ooler. or perk RACKING SHEAR OADS ALL W BLE FOR R U IV LOGS JU TOS-SOLId-C1EDA-R--HOMES--sq:p I a per-, -nifa I a "lard Wall- I I- U4 (a wr s -s If Ica -1 C 0. -Rd 0 m Ions s n p r iffi,d-oC s i -Bit 0. 0* u--eacl4-1 'hr a e -o -logs pi as In p x I- �I TI—C �O �l 13 i C. Inr. le�ye�,� I gs- L-4 3 81-x-12lwpiiles In prod ill.d of s t 411 o.!c. /8- It pi as In edrTilld .101 s C. X J? P t 611 0. each 0 7zgs C nti u us bcad o Scotch rip_5230.6lue.72 &�at se -lif-ITC�ci-;WIA-s "I -as 'iitcwio-1-6-. -eril-14 tes --L --- 17 mJM1f--T2'(.2 - pil �es-p - im ei� 10 r at 41 C. cedar) 7 ----22 plf-------- 3 f 49 1 - 1---�-1—f)JUie- I 47. f p f :fF — --I Op�EN�GFN Bfq�O,G' y rasa �= � ss O\ 18n ?/o an Z92 RIISS kle/UC/{�(K mak'? 2�1 Council of American Building, Officials SECRETARIAT INTERNATIONAL CONFERENCE SOUTHERN BUILDING CODE BUILDING OFFICIALS AND CODE OF BUILDING OFFICIALS CONGRESS INTERNATIONAL, INC. ADMINISTRATORS INTERNATIONAL, INC. 5360 South Workman Mill Road 900 Montclair Road 4051 West Rossmoor Road Whittier, California 90601 Birmingham, Alabama 35213 Country Club Hills, Illinois W478 NATIONAL EVALUATION SERVICE COMMITTEE REPORT NO. NM- 461 Issued March 1, 1992 This report is subject to re-examination in 1 year. Copyrighted O 1992 SBCCI LINDAL CEDAR HOMES, INC- P.O. NCP.O. BOX 24426 SOUTH INSESTLr, SHNEo9812FINAL RfPCRT I. SUBJECT Linda] Cedar Homes /1�. r^ H. PROPERTY FOR WHICH EVALUATION IS SOUGITT Structural Wall and Floor Systems M. DESCRIPTION A. Lindal Specification The Lindal Cedar Home is a factory precut unit that is transported to the job site in pieces and completely field erected. The basic form of construction is post* and beam with nominal 2 inch roof, loft and floor decking, and wall panels designed to the geographical area in which the building is to be placed. 2"T & G Plank Wall The Lindal Precut Cedar Wall Panel consists of factory cut wood members which are field assembled. The standard wall consists of 2 x 8 inch tongue and groove Western ,Red Cedar, commercial grade members which span vertically between top and bottom plates. The maximum height of the standard wall is 8' - 3-3/4". The top plate which is composed of Hem -Fir or equivalent consists of a 2 x 4 and 2 x 10 installed on edge (called a perimeter beam), is supported at 64" intervals and attached to the inside face of the tongue and groove planking. The bottom of the wall panels are supported by the sill or. rim joist and the sub -floor decking. :The sill is attached to a plate on 4'-0" intervals with metal connectors. The vertical wall panels are non -load bearing and the construction is post and beam. Shear wall panels shall be glued with a 3/16 inch bead of 31,1 5230 glue applied .in the tongue and groove area of each wall plank (see Figure 3). This glue carries shear across the wall planks while it retains the ability to expand and contract with the lumber shrinkage and expansion. The panel carries a 147 pounds per linear foot allowable design shear load (height to length ratio = 1.3:1). In areas en n g the 'Jnife:-z Building Code, the field application of the adhesive for the glued wall is required to be under a special inspection as specified in the UBC. As an alternate, subject to the prior approval .of the building official, the following field inspection procedures may be used to verify the existence of the adhesive in the vertical joints of the shear wall planking.` Using a circular saw drill bit from 1 to 3 inches in diameter, plugs are to be removed from random vertical joints of the shear panels. The building official is to select the test locations depending upon the size and'number of panels involved and/or as required to assure a satisfactory installation. The plugs are to be removed from the inside face of the planking and shall be deep enough to uncover the adhesive in the tongue -and -groove area, but not completely through the wall. If the area opened does not establish the adequacy of the adhesive application, the joint is to be investigated further by chipping out or by drilling additional plugs. The absence of any adhesive in the test area sliall presume that the entire vertical joint is deficient. REPORT NO. NER-461 PAGE 1 OF 9 This report is limited to the specific product and data and test reports submitted by the opplicont in its application requesting this report. No independent tests were performed by the National Evaluation Service Committee, and the committee specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. REPORT NO. NER461 Each shear panel in a structure which contains a deficient vertical joint shall be reinvestigated at the discretion of the building official. If more than one joint for each nine consecutive vertical joints in a panel is found to be deficient, then the entire shear panel is -to be considered deficient. The panel is required to be dismantled and reassembled under a continuous special inspection approved by the building official. The building official may accept a redesign of the structure by a qualified engineer demonstrating the adequacy of the building without the need for the shear panel in lieu of the panel replacement. After completion of the inspection, the plugs are to be replaced in their respective locations using the same type of adhesive. Plywood Sheathed Wall The maximum height of the plywood sheathed wall is 8' - 3-3/4". It has a perimeter beam at the top which normally consists of two 2 x 8 vertical with a 2 x 4 top plate. At the inside, the studs are furred with 2 x 2 or the liner. On the outside, the plywood sheathing is continuous from the sill plate to the double 2 x 8's at the top of the wall. Tile plywood is 3/8" and is installed with its face grain parallel to the studs. The siding is vertical 2 x 8 tongue. and groove which is used to help span vertically for wind. The studs are normally 2 x 4 @ 24" and they are tied at the top to the inside of the double 2 x 8. The tie is a "Simpson" ST2115 (NER413) minimum centered on the top of each stud. This to transfer moment from the stud to the top plate of the wall. At the gable end the plywood is continuous from -the -roof -to the sill—..At ,,able -ends -with -glass a connection is made between the top plate of the gable wall and a double roof purlia. This is done with a "Simpson" ST6224 (NER-413) minimum centered on the end of the top plate. (See Figure 4) The allowable shear on the plywood is in accordance with the following table for Group II Species framing. Note: 1. Space nails @ 6" on intermediate studs. Height to length ratio: 1.5:1. 2. Other species framing, plywood thickness, and nail size and spacing are permitted. Load capacities shall be determined in accordance with plywood diaphragm requirements in the Code. Floor Sheathing The floor sheathing consists of 2 x 6 tongue and groove decking of Western Red Cedar, commercial grade or better. B. Justus Specification z The Justus Solid Cedar Home is a factory precut unit that is transported to the jobsite in pieces and completely field erected. PAGE 2 OF 9 The basic form of construction is interlocking timbers designed to be stacked in the field to form exterior or interior bearing and nonbearing walls. The wall timbers -are machined from Western Red Cedar and kilndried to a moisture content of 12 percent + 2 percent priot to being graded as select or rustic grade. The timbers are treated with a water -repellant sealer after milling. The nominal 4" x 8" timbers are provided with a double tongue detail in the top edge and a matching double groove detail on the bottom edge. The tongue -and -groove details are centered on the narrow edges of the timbers to permit setting in either direction. Both upper edges of the timbers are rounded 1/4 inch. The ends of each timber are notched with an interlocking detail which splices them longitudinally with the next timber and develops a weathertight joint. The timbers, when set, have a net height of 7 inches. �A ti Intersecting walls have a milled dovetail joint for each timber which provides an interlocking system without the use of fasteners. The wall being interrupted has a trapezoidal -shaped tongue machined on the end of each timber, which is dropped into a matching groove extending 1-3/4 incites � into the continuous wall timbers. In addition to the tongue -and -groove detail, the intersection walls have their horizontal joints staggered one half of a timber, whereby each timber engages two timbers in the wall intersected and provides additional rigidity. The walls are designed for loads as follows: Lx:, rl wa!!:load_-1000 pounds -pe -linear foot cif wall _ Transverse wall loads - 20 psf of wall surface Racking shear load - 225 pounds per linear foot of solid wall, having a height -width ratio of one. "Tile allowable values are not subject to an increase for duration .-_of load. L-rectioTIRAL RL UIRT The wall timbers are designed to be set in the field by stacking after the first course has been connected to the supporting wood floor construction. The longitudinal or eave-line sidewalls of the structures are started with full -depth wall timbers to the required building layout. Three-eiAltths_inch-diameter spikes, 12 inches long are driven in predrilled holes in the timbers at not to exceed 4 feet on center. Additional spikes are driven at door lambs, wa I intersections and at stub walls where required to resist lateral wind or seismic forces. Building end walls and interior walls intersecting the longitudinal walls are started with timbers having one half the depth of the regular wall timbers. The dovetail joints are assembled with the longitudinal walls before any spikes are driven into place. Full -depth wall timbers are then used to bring up all of the walls at the same time, assembling each dovetail as the individual timbers are set. When the walls have reached the required height, they are beveled or sloped to match the slope of the roof. Wall timbers in the upper portion of each exterior wall are spiked to underlying wall timbers with 3/8" diameter by 12" long spikes as follows: Top timber spiked at 6 feet on center, second and third wall timber from top spiked 8 feet on center, fourth, fifth, sixth and seventh wall timbers from top spiked at 16 feet on center. See Figures Plywood Nail Spacing at Panel Nail Size Thickness Edges 8d 3/8 6" 4" 3" 220 320 410 plf plf plf Note: 1. Space nails @ 6" on intermediate studs. Height to length ratio: 1.5:1. 2. Other species framing, plywood thickness, and nail size and spacing are permitted. Load capacities shall be determined in accordance with plywood diaphragm requirements in the Code. Floor Sheathing The floor sheathing consists of 2 x 6 tongue and groove decking of Western Red Cedar, commercial grade or better. B. Justus Specification z The Justus Solid Cedar Home is a factory precut unit that is transported to the jobsite in pieces and completely field erected. PAGE 2 OF 9 The basic form of construction is interlocking timbers designed to be stacked in the field to form exterior or interior bearing and nonbearing walls. The wall timbers -are machined from Western Red Cedar and kilndried to a moisture content of 12 percent + 2 percent priot to being graded as select or rustic grade. The timbers are treated with a water -repellant sealer after milling. The nominal 4" x 8" timbers are provided with a double tongue detail in the top edge and a matching double groove detail on the bottom edge. The tongue -and -groove details are centered on the narrow edges of the timbers to permit setting in either direction. Both upper edges of the timbers are rounded 1/4 inch. The ends of each timber are notched with an interlocking detail which splices them longitudinally with the next timber and develops a weathertight joint. The timbers, when set, have a net height of 7 inches. �A ti Intersecting walls have a milled dovetail joint for each timber which provides an interlocking system without the use of fasteners. The wall being interrupted has a trapezoidal -shaped tongue machined on the end of each timber, which is dropped into a matching groove extending 1-3/4 incites � into the continuous wall timbers. In addition to the tongue -and -groove detail, the intersection walls have their horizontal joints staggered one half of a timber, whereby each timber engages two timbers in the wall intersected and provides additional rigidity. The walls are designed for loads as follows: Lx:, rl wa!!:load_-1000 pounds -pe -linear foot cif wall _ Transverse wall loads - 20 psf of wall surface Racking shear load - 225 pounds per linear foot of solid wall, having a height -width ratio of one. "Tile allowable values are not subject to an increase for duration .-_of load. L-rectioTIRAL RL UIRT The wall timbers are designed to be set in the field by stacking after the first course has been connected to the supporting wood floor construction. The longitudinal or eave-line sidewalls of the structures are started with full -depth wall timbers to the required building layout. Three-eiAltths_inch-diameter spikes, 12 inches long are driven in predrilled holes in the timbers at not to exceed 4 feet on center. Additional spikes are driven at door lambs, wa I intersections and at stub walls where required to resist lateral wind or seismic forces. Building end walls and interior walls intersecting the longitudinal walls are started with timbers having one half the depth of the regular wall timbers. The dovetail joints are assembled with the longitudinal walls before any spikes are driven into place. Full -depth wall timbers are then used to bring up all of the walls at the same time, assembling each dovetail as the individual timbers are set. When the walls have reached the required height, they are beveled or sloped to match the slope of the roof. Wall timbers in the upper portion of each exterior wall are spiked to underlying wall timbers with 3/8" diameter by 12" long spikes as follows: Top timber spiked at 6 feet on center, second and third wall timber from top spiked 8 feet on center, fourth, fifth, sixth and seventh wall timbers from top spiked at 16 feet on center. See Figures C_ PAGE 3 OF 9 1 and 2. Slots are cut in the bearing wall tops to receive the roof beams. Window and door openings are formed in the walls by omitting the wall timbers at predetermined .places. Door and window frames are factory milled. The adhesive used in field assembly process of the elements in the jamb areas shall be an elastomeric adhesive meeting the requirements of the American Plywood Association Specification AFG-01. The wall timbers immediately above and below window openings and the wall timber immediately above door openings in exterior walls are required to extend unspliced between wall lateral resisting elements either side of the opening. -The minimum length- of), solid wall, betweemopenings -is 2-feets-Reference is made to the tables included in this report and the accompanying drawing for maximum wall spans between lateral resisting elements. Stub Wall Where the distances between 'interior walls exceed the allowable spans of the exterior wall timbers, or the tributary wall lengths permitted by the strength of the window or door jamb members, stub walls are introduced. The stub walls consist of short walls 12, 15, or 18 incites long which dovetail to the inside of the exterior walls and are designed to span vertically between the floor and roof diaphragms. The interior end of each stub wall is cased with a 1-1/2" x 3-1/2" net ltem-fir member attached to the wall end by means of 1" x 3" western cedar trim pieces. The trim is nailed to the douglas fir -larch member and to the wall timber sides by,means of 8 penny common nails at 3 inches on center. All members of the cased end are required to be of one piece of material for the full height of the stub wall. Allowable spacings of stub walls, depending upon their height and size, are set forth in the Tables I and I1. Stub walls are required to have a minimum of 12 incites of solid exterior wall each side of the dovetail centerline. A 1/4" diameter continuous bead of a construction adhesive meeting AFG-01 specifications is to be applied to each face of the dovetail joint in the exterior wall prior to the setting of the stub wall timbers, and two beads to the ends of the stub wall timbers at the cased end. Care is to be taken that the adhesive is applied immediately before the dovetail joints are assembled to avoid drying out or premature setting. Sufficient squeeze -out shall be provided so that it may be verified that the adhesive has been applied. Miscellaneous Splicing of wall timbers between resisting elements is possible, with limitations on the span and length of splice. Walls classified as 'without splices" are permitted to have only alternate timbers spliced a maximum distance of 24 inches either side of the resisting. element acting as the support. Walls classified as "spliced" are permitted to have' every third timber spliced anywhere in the wall length, with the total length of splice held to 24 incites minimum and distances between adjacent splices held to 48 incites. Electrical and plumbing installations shall not be embedded within the wall timbers proper, except as follows. Light switch boxes are to be serviced vertically in the doorjamb void with the box installed within 6 incites of the jamb. Convenience outlets are installed at 12 incites maximum above the floor line by drilling the wiring ]tole vertically at the neutral axis of the REPORT NO. NER461 timbers from the floor upward only. When necessary for other locations, conventional stud construction or furring shall be utilized to cover the installations. Plumbing and electrical work shall comply with local building department having jurisdiction. Foundations, floor, and roof construction shall be designed and detailed for submittal and approval by the local building officials having jurisdiction. Floor plans showing the location of all walls and openings, together with any required stub walls, shall also be submitted, together with calculations showing the loads involved. IV. INSTALLATION The Linda] Cedar Homes, Inc.'s drawings, specifications, and construction manual for erection and installation shall be strictly adhered to and a copy of these instructions shall be available at all times on the jobsite during installation. V. IDENT - CATION Each Linda] Cedar Home shall bear an identification tag that contains the manufacturer's name and/or trademark, the model, and the number of this report for field identification. A Certificate of Inspection noting the grade and species of the lumber of the wall and the quality control agency's name (Timber Products Inspection, NER-QA275) shall accompany each Justus (tome package. VI. EVIDENCE SUBMITTE71e+N REPORT 1. Manufacturer's descriptive literature. 2. Linda] Cedar Homes 1972 Construction Manual. 3. Lindal Cedar Homes Justus Construction Guide, Copyright June 1986. 4. Lindal Cedar Homes Glued Wall Panel Inspection Procedure, dated April 10, 1974, signed and sealed by William E. Peterson, P.E. S. Structural calculations on standard framing components of Lindal Cedar Homes, dated March 18, 1970, signed and sealed by Clyde E. Muray, P.E. 6. Test report on Lindal Wall Plank Lateral Load Tests With Glue, prepared by William E. Peterson & Associates, dated June 29, 1973, signed and sealed by William E. Peterson, P.E. 7. Structural Design Calculations of Design Parameters for Wall Systems, prepared by Harter & Rupert, dated September, 1973, signed and sealed by J. Byron Rupert, P.E. 8. Structural Design Calculations of 1982 UBC Wind Load Criteria, prepared by Rupert Engineering, Inc., R.E. Job No. 8410-169, dated April 1985, signed and sealed by J. Byron Rupert, P.E. 9. Structural Design Calculations of Roof Headers, prepared by Rupert Engineering, Inc., R.E. Job No. 8410-169, dated July 1986, signed and sealed by J. Byron Rupert, P.E. 10. Report on Structural Evaluation of 4 x 8 T & G Solid Cedar Building Components, prepared by Harter & Rupert Consulting Engineers, dated September 27, 1972, signed and sealed by J. Byron Rupert, P.E. 11. Log Home Grading Rules, prepared by Timber Products Inspection, Inc., dated November 1987. REPORT NO. NER461 PAGE 4 OF 9 VII. CONDITIONS OF USE 3. Eighty percent of the deck sheathing shall be continuous The National Evaluation Service Committee finds that Lindal over a minimum of two spans with the end joints of decking occurring over supports. Joints in deck sheathing, Cedar Homes as described in this report, comply with or are which is not continuous over a minimum of two supports, acceptable alternate methods of construction to those specified ' \ shall be evenly distributed. All end joints shall occur over in the 1991 Standard Building Code, the 1991 Uniform Building structural framing. Code, the 1990 BOCA National Building Code with 1991 4. All nailing shall be in accordance with the applicable code. Supplement, and the 1989 CABO One and Two Family Dwelling 5. All floor sheathing shall be covered with an overlayment, Code with 1990/1991 Amendments, subject to the following unless carpeting is to be applied. conditions: 6. Design calculations shall be submitted to the Building 1. All lumber used in the Lindal System shall bear the stamp Official when applying for a permit. Calculations shall be signed and sealed by a registered architect or engineer of an. approved grading agency and shall have a moisture where required by the Cade. contnt of not more than 19 percent at the time it is 7. Roof and floor construction, other than specific incorporated in the structure. connections specifically detailed in this report, shall be of 2. The design load for floor sheathing shall not exceed 40 any construction specified in the code. pounds per square foot, and a 20 pounds per square foot partition load and the maximum span center -to -center of supports This report is subject to re-examination in 1 yearFINAE WORT shall not exceed 5 feet 4 inches. ,PAGE 5 OF 9 REPORT NO. NER461 .r 4 nurA or c wA1 t coeNQ RFTWFFN t ATERAL RESISTING ELEMENTS' 7 7 'Allowable spans are in feet and inches from one means of support to the other means of support Continuity past interim supports is nor considered due to the reduction of wall timber cross sections at dovetail joints. ' 2Stub walls are permitted to be substituted for "infinite" walls, provided the allowable span of wall on either side of the stub wall does riot exceed the allowable spans set forth above, nor the following: ALLOWABLE SPAN ALLOWABLE SPAN LENGTH OF STUB WALL OF SIDEWALL OF END WALL 12 -inches 15'-71 9'-2' 15 -inches 1 B'-9 12'-T 16 -inches 16'•9' 14'40' 'See Table No. 11 for required number of %•inch•diameter spikes, 12 inches long, required for various resisting elements, including stub walls. 419-0/22-6 allowable spans having two-thirds o1 wall timbers "spliced" in accordance with Part III B of this report are given as the upper number with the allowable spans for wall timber considered as "unspliced" in Part 11 of this report as the lower number. Return walls at building corners are required to have a minimum of 3 feel of solid wall at corner with a minimum of three %-inch spikes to the floor construction and the equivalent nailing to the roof construction. (Fath spike is rated at 330 pounds.) ''Infinite" interior walls are classified as solid walls, having no opening within 7 feet o1 the wall it is considered supporting, and having a minimum of six %-inch spikes to the floor construction and equivalent nailing to the roof construction. See Table No. 11 for altemate anchors.' 'Eight -toot -wide window openings are considered to have a maximum height of 4 feet. and a maximum length of solid wallof 6 feel to the next wall -supporting element, unless the supporting element controls. larger window openings are required to be designed and detailed for the approval of the local building ollicial. 2The design of the door jamb controls and the distances are not to be exceeded. �• $AII interior and exterior wall timbers shall be select or rustic grades, except all wall timbers above and below window or door openings shall be select grade. TABLE NO. 11- REQUIRED ANCHORAGES FOR STUB WALLS' HEIGHT OF STUB WALL (Feet/ Inches) SIDE WALLS, 7'-7' HIGH END WALLS, 4:12 ROOF WALL CONSTRUCTION Comer to I Corner4 Corner to Infinite Wall' Corner to Door Jamb Corner to Corner' Corner to Intinite Wall$ Corner to Door Jamb Solid wall, no 16-6. 16 6 _ 16-6 ��, 9-7' openings. ' 18-9 18-9 3 18-9 8-9 4 4 Wall with 8 -toot 16 6 5 6 6 10- 3 16-6 ��l 3 wide window6 16-6 ��16-6 16-6 - 6 Wall with 3 -foot 9-8' 9 8' 5-8' 9 81 9 8' 5-8' wide door g_g g_g 9-8 9-8 3 Wall with 3 -foot 12:p 12-0 4 12-0 5 6 door, 5 -foot 11- 3 2 8-0 3 ��l 8-0 window 12-0 12-0 12-0 2-0 3 'Allowable spans are in feet and inches from one means of support to the other means of support Continuity past interim supports is nor considered due to the reduction of wall timber cross sections at dovetail joints. ' 2Stub walls are permitted to be substituted for "infinite" walls, provided the allowable span of wall on either side of the stub wall does riot exceed the allowable spans set forth above, nor the following: ALLOWABLE SPAN ALLOWABLE SPAN LENGTH OF STUB WALL OF SIDEWALL OF END WALL 12 -inches 15'-71 9'-2' 15 -inches 1 B'-9 12'-T 16 -inches 16'•9' 14'40' 'See Table No. 11 for required number of %•inch•diameter spikes, 12 inches long, required for various resisting elements, including stub walls. 419-0/22-6 allowable spans having two-thirds o1 wall timbers "spliced" in accordance with Part III B of this report are given as the upper number with the allowable spans for wall timber considered as "unspliced" in Part 11 of this report as the lower number. Return walls at building corners are required to have a minimum of 3 feel of solid wall at corner with a minimum of three %-inch spikes to the floor construction and the equivalent nailing to the roof construction. (Fath spike is rated at 330 pounds.) ''Infinite" interior walls are classified as solid walls, having no opening within 7 feet o1 the wall it is considered supporting, and having a minimum of six %-inch spikes to the floor construction and equivalent nailing to the roof construction. See Table No. 11 for altemate anchors.' 'Eight -toot -wide window openings are considered to have a maximum height of 4 feet. and a maximum length of solid wallof 6 feel to the next wall -supporting element, unless the supporting element controls. larger window openings are required to be designed and detailed for the approval of the local building ollicial. 2The design of the door jamb controls and the distances are not to be exceeded. �• $AII interior and exterior wall timbers shall be select or rustic grades, except all wall timbers above and below window or door openings shall be select grade. TABLE NO. 11- REQUIRED ANCHORAGES FOR STUB WALLS' HEIGHT OF STUB WALL (Feet/ Inches) 6 e 9 TOTAL LENGTH OF EXTERIOR WALL TRIBUTARY TO STUB WALL (In Feet) 10 11 12 13 14 15 16 .17 18 IIAL 25L 7-73 2 2. 2 3 3 3 3 4 4 4 4 5 5 5 9-7' 2 3 3 3 4 4 4 4 5 5 5 6 6 10- 3 2 3 3 4 4 4 5 5 5 5 6 10- 7 2 3 3 4 4 4 5 5 -5 6 10-11 2 3 3 4 4 4 5 5 5 6 11- 3 2 3 3 4 4 5 5 5 6 11- 7 3 3 4 4 4 5 5 5 6 11-11 3 3 4 4 4 5 5 6 12- 3 3 3 4 4 5 5 5 6 12- 7 3 —3—T4 4 5 5 6 'Anchorages are considered as being %-inch-diameter spikes 12 inches long. The spikes are to have a minimum embedment of 51/. inches in the member holding the point and are driven into predrilled holes. 2The table shall also be: used for "Infinite" wall anchorages where the height and tributary wall length is less than shown in Table No. 1. 'Seven -toot 7 -inch height is sidewall height Check stub wall size and allowable tributary wall width in Footnote 2 of Table Na 1 of this report 481emainder of table applies to end -wall tributary wall lengths. Check stub wall size and allowable tributary wall width in Footnote 2 of Table No. of this report 'ORT DCA 3 A It .rl�3/Ie• 3/le• NORIZOM1AL StGTIGM ODOR, WIMDOIJ GASIM65 DOCK t WINDOW GA3IMG SMALL Be OWALL TIMOCR HAILCD t GWro ACCOROIMG TO 8 T INSLILATICM THC SPCC'3 IMOICATCO ON TNG I f APPRCPRIAte OeiAILe. Tu[ 6LUe i WIO1N I L NCM -FIR WALL Be A CO 3TRUCTICM r ��,�• GABL[ WALL RCCr SCAM Fill Sloe AONCSIVC MCCtIMG APA SPCC. MAR. 1TPICAL - JAMB OMLT. AFG-01• SUrr ICICHT SOCCZC CUT DCAn RADOCTC0 9 WILL Be CVIDCMT SO TWAT IT MAT O WINDOW rICLO GLUCD be VCRIFICO TWAT NE ADNCSIVC WWCRC IT PA33C3 MAILCO -/ea NAB DCC+ APPLICo. I I TM CAT WALL 1V71SMDIOONW WOOD t 3. O.G. O IM1tR3tCT1HG 9ALL3 FICLO CAULKC OOve TAIL JOINTS Or IMTtRDeCT- COISTRoveo 1MG WALLS SMALL be GLUCO ACC - I I I I I I ( - rRAMMCC 9 OCH3TADWC3vC t ORDING TO TNC SPCCIFICATION IH CET t CASIM6 IS HAILCD v/Oa TNC OCTAIL CMTITLCO OOVCTAIL. 3 Hery-f IR I2 MAILS a e• TNC. CONSTRUCTIICH AOIICSIVC nCCTIMG APA SPCC AfG-Ol BUFF- O.C. C - �:. I 2rt. STOCK O.C. ICICMT 3000ZC OUT SHALL Be I to j HOTC1 SILL t NCAO 31MILAR CVIDCMT TO VCRIFT APPLICATION I I. WALL T111DC93 ARC MOM. Aro DDI. TtG WCSiCRM RCDroWITHOUT SUVRAMC Or CONSTRUCTION AONC31vc CAR. I I ALL Int. t CRT. WALL TIMWRB SHALL Be SCLCCT OR RUSTIC uIMOA�7 61Ut CS GRADC. KILN DRICO TO 12t MOIST. CONTLHT t TRCATCO WITH WATCR RePeLLCHT 3CALCR.; TIMBCR IMnroIATCLT AOOVDC 9WCAD 1/4.0 OCA03 OF CON3TRUCTION BCLCW WALL OPCHIHG3 SMALL Beee SCLCCT GRADC. MCAD JAMB SIMILAR 2. DOUGLAS FIR FLOOR JOIST - DC31GM LOAD 40 Pnim. ADNCSIVC n16 SPCC. AfG-0I MAX,TYPICAL LIVE LOAD N Ira CA31MG HCn-f IR 12 (3UCM AS SCOTCH GRIP 0230) WG J. BU - US OR 2re CCOAR OR Dr IR HAIL CO .ACD AS COOC r/SCCCZC OUT V131OLC Ar TCR TTP I GAL (RA11I M6 PLAN RCOu I RC3. DOOR APPLT I MG CMO C4�� 12. uPIIrT RC513TIVC 3PIKIMG RCO'D1 TOP TIMDCR 4' L"CRLATMCNT - CATCRIOR PLTWOOO OR PARTICLC BOARD. CLD NAIL 0 8'-0. O.C. 2nd t 3rd rRCM TCP t e'-0- �• PRe-NuMG DOOR UNIT. C-Od t 3' O.C. t 4th TWRU 9th TIMOCRS • 18'0. O.G. e. WIMOOW UNIT t Hery-f IR 3LWRAMC TO 3TRCHGTNCM WINDOW t3/0. O r 12•l OPCNIMG. JAMB 13. ALLWADLC WCADCR LOADS FOR ONC 4rD TIMOCR T. OROCr CAIwIHG�k-riR OR WroTCRM;! CCSDARMi ICGnMCRC'1AL WCADCR3s - - w. nlnlnun MOTH Or 21'-4•, MAAIMUM WIOTW Q b•-0•. LANDS ARC GRAOe USro 11MDCR IM nULT. TInDCR HtAOeRS 11. MIMIMIM LCMGTN Cr 24'-0•, MAA1MUn LCMGTM Or 100'-0•. IF DeLCC1 GR�7 �'W 7• e' DCAnS AS CODe Rea11 RCS. (MAILS 10 Be 001tryO1 WIRt 6ALVI T' e. RCCFIMG - GO7PO3ITIOt OR 3NAKC3 IH3TALLCO PCR. 000C. (Ste TTPICAL 3CCTIC") I I n cCo HAILCD L v/OC • Y O.G. Ira TRIM CM[ PC013T.(PLF) AuM1r DIST LOADS MALL M01 eAr..ro - LMIFORM "1 227 - =1"4 � GASCO M3.T/le• �9. ROOF DCAMS - OCAn Silt. SPAM t SPACING ARC PCRMITTCD TO IOd 1 4. O.C. VART 10 AC CMOOATC NIGWCR LOCAL LOAD C.OMDITICH3 t (LOS.) r� RCOl11RCMCHT3 OR GOvtRMIHG OUILOIMG OCPs. FICLD CAULKCO v/1/4• ROAD m 1. L/2•V3.1/2CONCCTRAfro NGn-rIR en0 OAP 1 1109 912 - w. nlnlnun MOTH Or 21'-4•, MAAIMUM WIOTW Q b•-0•. LANDS ARC GRAOe USro 11MDCR IM nULT. TInDCR HtAOeRS 11. MIMIMIM LCMGTN Cr 24'-0•, MAA1MUn LCMGTM Or 100'-0•. IF DeLCC1 GR�7 - . ---l—I I ADNCSIVe neeTlHG SPCC AG -01 �C, OO HOT IMSTALL TRIM n1 I t MAILCO r/IOd COMM t 4. O.O. TTP. DON CASINGS UMTI Af TCR TNC GLUC IS IMSPCCTCO AuM1r DIST LOADS MALL M01 eAr..ro - IQLn PLr MA �aIPOHrM1s - = JAM � GASCO M3.T/le• 41/84• 1 suet• TOP 19/32' ' •SPLIOCO• WALL DCTWCcM view 1/4• � OCA03 Or CGHSTRUCTICH ART_ 'RCSISTIMG WALLS. WALL A04C31VC COMT. DOWN CA. fOhl q4' rAC< t GRCOVt3 ARC Z�. 1 TOLCRAMCro SPL FOR r1w1 FIT 0DCTWCCM J• lux �• M`H _ n IMiCRf CRCMCC SPLIG[ Ot1AIL FIT FOR 3CAL 37/84• Room 1000 PLr TO WALLS 27/02• FLOORI 40 P.B.f. L.L. TTPICAL NALr TIMDCR - 21/32• etISMICI ZOMe 4 WIMDI IMTCRLOCK or IMTCR3CCTIMG TTPICAL WALL IMTCRSCCTIOH 00 MPN CAP03URC D WALLS HALL SPLIG[ TI OCR SPLICC INTERLOCK OOVtTj I L ! OtSIf>rl LOADS FIGURE 1 l r 9 STUD WALL 12• TO 16' S/6' SPIKE IHTtR3tGT1NG LATCRAL SUPPORT SIMPLE SPAH MULTIPLt SPAN WITH OPENING WCADOR TIneCR NO OPENING No oPEH IMS cRoss WALL WALL - CATCRIOR'IMfIHIic' SCC MAX. SPAM ATCRIOR PALL MALL — LATCRAL ORDS FOR MAA. MALL TRIBUTARY LOADS J/O' m SPIKC i14RU ENO STUB ROOF DCGKINO MALLB) SPI JAM FOR [R (See SECT I ON) HAA. STUD HT. 16'-9' r/O CT IONf Q JAMS REACTION 3/6' aP lll[ TNRU FLOOR ISGC S[G110M1 NOTCS, .PRCDORE FOR ALL SPIKES COVCRHCD DT SPLICC h DUCAR OR DCHDING - \e RCFCR TO CVALWTIOH \e REPORT FOR REo'D 'IMFI li[' LAICRAL MALL la ,PIKED CHO C"COTIOH 1-3/0' m SPIKE 7' OF SOLID WALL WI TW NO AS R�,D 16'x' r/SPLIce PER I.SO fT-OF OPCNINSS t HIM Q 6-3/6' GASCD CHD TRIBUTARY EAT WALL SPIKES TO FLOOR GOHSTR t COUIV. HAILING TO ROOF. 2 SPIKES RCO'D FOR 7•-0• JAMB IICIWT WIHOGJ OP[N1NC WIN WINDOW SPIKING 51 DC WALLS—MAXIMUM ALLOWADLC . 5PAH5 VIAS I C Dts I GH PARAMCTCRS IMCIWT MOT TO SGALCI STUD STUD WALL—•a Mr IMITV WALL 16d-4.3 REO'D FOR CA. SPIKC MINIMUM Zee fILLCRIRAFTCR) • 2' 0' O.G. FOR INSULATION - T1r ♦ STUB ■■ \ kJAMDSIZE MAA HULITIPLC S SPAM 12' ID•-)• ID' 16•-9' RNS le• ID•-9'(SPAH LIMIT) 1N STUD WALL PCR LOCAL CODO R000IR[MCMT5 � 12 ROOF SNIMGLCS OR SHAKCS IMSTALL /p��A (MIM r/ PCR GOD[ �' DNAKCa ) / �• IDA ASPW. SAT. FELT. TT 2r6 TtG KO GODAR CEILING BOARDS D. FIR RODP 2A' 010' DCAHS 160 MAILS • 6' O.G. MAA 20 GA ' STL SHT COV[ MOULDING PRC-SORC'POR D/o• P DOM (TLi STRIP SPIKE. N0. RCO'O INDICATED 1 ON INDIVIDUAL DUG Aro DDLCITtSK.D!NSLL. • tSAMC FOR DOT TOM ) CCOAR WALL TIMDCR 1/A' Q DCAD OF AM AeS WOOD SUTT[R Ir. RD 2,10 SGIA S/e' S AGC G[DAR f� A t DCLOW WINDOW • \�, 10 +'9 O .. JAMS \6 Q\'\� 9A JAMD o +19 OVERHANG APPROVED ca+ST fIHISM FLOOR AONCSIV[ MFG SP[G UHD[RLATn[MT AFG-01t SUGN AS SGOT I GRIP 5230) IDtI AS W. SAT. FELT. SCUD WALL TURN-UP 2 • EAT WALLA I PRCDoRE t c•S1NK FOR 2e6 Tt6 SUDFLOOR I S/e' @ 5P1KC. A-16d MAIL PGR U.D.G. 25-0 PER SPIK 2-16d • C BEARING TO DC COMTINUCUS DC1W[[N LAICRAL SUPPORT PALLS. S[[ WINDOW DETAIL FOR IHSTL. WINDOW UNIT PCR PALM PRCDORC t G'DIHK FOR 12'r „p• N DPIKC 4'-0' HAA, STAGING UNLESS NOTED otll[RWISE Bos ASPM. SAT. FELT STRIP 2,4 GCDAR WATCRTABLC GAfDLC WALLS—MAXI MUM ALLOWADLt SPAN5 ( A/12 PIT �� • INFINITC STUDWALL L LATCRAL (COVCRHS) 6.;�Io +1B .. ♦ STUD a= MA�-� 12' 9'-2• 15• 12'-)' ArA IV* GCDAR SKIRT DOARD 4,e6 DLOGKIMS DCTWCCM JOISTS 2r6 P CSSUR[ 160 NAILS • e' O.G. AeB D.F DfPOST TREATED MUDSILL 1/2' Ip A.D. • 6'-0' O.G. DOLT FLOOR JOIST • FLOOR OOHSTRUGTIOH t DESIGN LAPAGITT PCR U.D.G. TADL[ PCR LOCAL CODC 2SF MAA. 7• MIM. in6CDn[HT,SIZE foUHDATION DCSIcn t conSTRUGTIOH INTO GOHG. 2-DOLTS PCR PICGC PER UDC AMD LOCAL GODC RCOUIRCMCNT MIM. • ROOF CONSTRUCT ICH t DESIGN PCR LOCAL GOOD RCCUIRCMCHT 2•rla•eI6 GA GALV STRAP SECURE v/ 8-16d GALV HAILS S/e• 9P e 12' SURROUND ROOF DPIKC SEAMS v/SCREEN HOLD CA 61DC fICLO TRIM HAIL r/ led HAILS • e' O.C. STUB WALL •IHFIMITC' STUD WALL 16' I4'-0' GOVCRNS LAT WALL O ,\ �+ I \e\� STUD SPAM SIZC 12' . ID• le' �\0 AHDq t STUD t mS HAA JAMS GOVERNS siZC MAA MAY DE 9'-2• 12' 9'-2' 12'-7• [AT[HD[0 IN ID' 12'-7• IA'-0, SPCGIAL GASES) 16• 1A'-0• YA _, FPC FOR DPIK SPIKE ROOF 'CA"B • CA WALL INTER- SECTION IDOTW INT ( e CAT u.ua ) CAULK ALL CATDECKINGaIMPLC DCAM POOKCTS ALONG ALL V=11 IMTCRbCCT iOHS DCTWCCH CAT. WALLS t RQOP DInCMSIQY POINTGOVERNS Rcrof OV[RNAMG DCAM 5PLICt ALTCRHATC DtANiWALL IHTtR5tcT1OH DtAM/WALL 1MR5rCTION @ GMt tH0 FIGURE 2 a n 0 "p 0 "j Z 0 o\ 2" T&G PLANK WALL f )RE 3 1 ro O H z O JL a I.I/2" T$G EXT WALL PLANK w/3 -16d @ EACH END 3/6" PLYWOOD w/bd NAILS 6" O.G. @ EDGES It 6" O.G. @ INTERMEDIATE FOR ALLOWABLE SHEAR OF 220 — 15# FELT PAPER 2x4 PLATE.w/16d BOX @ 12" O.G. STAGGERED 2-2X15 PERIMETER BE M w/16d BOX @ 2'-0" 0. C. STAGGERED WHEN UNEXPOSED F— USE 9d BOX WHEN -EXPOSED I'' c TIE STUDS TO PERIMETER BEAM WITH A 5IMP60N ST2115 CENTERED ON THE TOP OF EACH STUD f TIE STRAP TO HAVE AT LEAST 1/2 OF ITS LENGTH NAILED TO THE 2-2X6'5 BETWEEN MODULES L2,t4 TOP PLATE WITH I -16d BOX AT 12" O.G. 2x4 STUDS @ 24" O.G. TO TOP PLATE. \\1/2-bd Box TO SOLE. PLATE \v12-bd BOX 2x2 FURRING @ 2'-0" O.G. \,,/1-16d EVERT STUD 2)e4 SOLE PLATE WITH 1-16d BOX @ 12" O.G. •- ' ' • vERSABoARD IF BY LGH ANCHOR BOLTS ": PER GODS I.•'•• \v/5d @ 6" O.G. @ EDGE Toe NAIL ONE 16d Box INTO TONGUE TO DRAW IN TIGHT. USE 1-16d GALV. BOX ON TOP FOR 2X6 FLOOR BOARD. 2-16d Box ON TOP FOR 2)t6 FLOOR BOARD. NAIL EA. END $ @ SUPPORTS $ 6" O.G. @ INTER- MEDIATE SUPPORTS HOLD DOWN PER GODS PLYW00❑ SHEATHE❑ WALL FIGURE 4 =�"`" utte C Louis Woods \ DATE: July27. 1gg3 12242 Business Park Dr. Truckee, CA 96161 RE: Lindal Cedar Home Dear Mr. Woods: A.P: 058-081-003 B.P.,# 93-372 With reference to'the'abiove subject, attached is: [XXX] Plan check list ] Red marked calculations [ ] Red marked plans Other ACTION'.REQUIRED: RXX] Comply with plan check list (LXX] Resubmit plans with revisions as required [ ] -Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Rick Trent Very truly yours, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Louis Woods \ DATE: July27. 1gg3 12242 Business Park Dr. Truckee, CA 96161 RE: Lindal Cedar Home Dear Mr. Woods: A.P: 058-081-003 B.P.,# 93-372 With reference to'the'abiove subject, attached is: [XXX] Plan check list ] Red marked calculations [ ] Red marked plans Other ACTION'.REQUIRED: RXX] Comply with plan check list (LXX] Resubmit plans with revisions as required [ ] -Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Rick Trent Very truly yours, f' Permit Applicant: Fullerton Date: 7/27/93 C' Permit # 93-372 The above referenced building plans'.were-reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: Previous.plan check letter required calculations to justify L-2, L-3 and L-5 walls. Per I.C.B.O. NER 461, the standard justus wall having a height/width ratio of one has an allowable in -plane shear value of 225 plf. This value includes the fact that the wall is spiked per the evaluation report. Provide complete analysis of the capacity of the L-2, L-3 and L-5 walls, in- cluding basis for friction coefficient. (Friction is not allowed to resist seismic forces.) /J,Q Tc Q OF BEARING V. 1/4 of the N. E. 1/4 of Section 18, E on 50 P. M. 66. END L.S. 3346 S. 3346 e Street Monument s L.S. 2843 per 50 P. M.66 k per 50 P.M. 66 e L. S. 3634 my 3005 0. R. 197 lent NF'4, L?mil ea-!hwork and grading octivilies.to the dry seost only f April through October)• LocotionMop No Scole 4/1 requlren•,r?'s of the Butte County Fire Deportment/ Co;ifornia Division of Forestry must be met. This includes but is no/ limild to the fol/owing: a) clearing of brush 30' fr' T o'•' slructu+res aring of brush /0' adjacent to all roods; ) all roofs, exposed underfloo in and bu'Idip acts Cqh�alf be of fire -- resisllve conslrycf[ adequate water 1 essure or water storage facilities must be providepensure each parcel as o condition of development; and a the provision of drafting connections for all wells and water storage facilities for BCFD/CDF access. •J pded to County of Butte, 3005 0. R. 197 and 4 to be within 300 feet of Coutolenc Rood. fed when the Po"rodise Rod and Gun Club moves n. cote truction and grading sites (particularly slopes) r,•� ijr-Inti. I.. ;; n Us p,js,;ihly, prior lr• the roiny SCALE I /00' 1 I PARADISE p� LAKE P° rr , SITE NF'4, L?mil ea-!hwork and grading octivilies.to the dry seost only f April through October)• LocotionMop No Scole 4/1 requlren•,r?'s of the Butte County Fire Deportment/ Co;ifornia Division of Forestry must be met. This includes but is no/ limild to the fol/owing: a) clearing of brush 30' fr' T o'•' slructu+res aring of brush /0' adjacent to all roods; ) all roofs, exposed underfloo in and bu'Idip acts Cqh�alf be of fire -- resisllve conslrycf[ adequate water 1 essure or water storage facilities must be providepensure each parcel as o condition of development; and a the provision of drafting connections for all wells and water storage facilities for BCFD/CDF access. •J pded to County of Butte, 3005 0. R. 197 and 4 to be within 300 feet of Coutolenc Rood. fed when the Po"rodise Rod and Gun Club moves n. cote truction and grading sites (particularly slopes) r,•� ijr-Inti. I.. ;; n Us p,js,;ihly, prior lr• the roiny SCALE I /00' 1 OF BEARING W. 1/4 of the N. E. 1/4 of Section 18, ' E on 50 P.M. 66. END L.S. 3346 ..S. 3346 i.k e I Street Monument fpe L. S. 2843 per 50 P. M. 66 lok per 50 P. M. 66 Ipe L.S. 3634 only er 3005 0. R. 197 ement �o SITE • qoq v Limit ea-lhwork and grading activities.lo the dry sea:c-r only (April through October). Location Mop No Scole 4/1 requiremP�'c of the Butte County Fire Deportment/ Ca:ifornio Division of Forestry must be mel. This includes but is not /;mild to the following; o) clearing of brush 30' fr_n a" slrucluires oring o1 brush /0' adjacent to all roaIs; ) all roofs, exposed underfloor;nnq and build;. _pro e e shall be of lir-resistive conslrucJl adequate water pressure or water storage facilities must be provided.pa--� each parcel as o Gond;lion o1 development; and a the provision of drafting connections for a// wells and water storage facilities for BCFD/CDF access. . ES )ceded to County of Butte, 3005 0. R. 197 , 3 and 4 to be within 300 feet of Coutolenc Rood. >ided when the Paradise Rod and Gun Club moves ion. by construction and grod/ng sites (particularly slopes) ,,I r('4/r•r�!,),•:i,(n r7, ihh?, prior tt the roinv SCALE 1 100' PARADISE 0? / S� LAKE r , �o SITE • qoq v Limit ea-lhwork and grading activities.lo the dry sea:c-r only (April through October). Location Mop No Scole 4/1 requiremP�'c of the Butte County Fire Deportment/ Ca:ifornio Division of Forestry must be mel. This includes but is not /;mild to the following; o) clearing of brush 30' fr_n a" slrucluires oring o1 brush /0' adjacent to all roaIs; ) all roofs, exposed underfloor;nnq and build;. _pro e e shall be of lir-resistive conslrucJl adequate water pressure or water storage facilities must be provided.pa--� each parcel as o Gond;lion o1 development; and a the provision of drafting connections for a// wells and water storage facilities for BCFD/CDF access. . ES )ceded to County of Butte, 3005 0. R. 197 , 3 and 4 to be within 300 feet of Coutolenc Rood. >ided when the Paradise Rod and Gun Club moves ion. by construction and grod/ng sites (particularly slopes) ,,I r('4/r•r�!,),•:i,(n r7, ihh?, prior tt the roinv SCALE 1 100' Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 9_ 12 0 8' FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 0oz—n1:PnA11 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents Recorded of this property may be subject to incon- Official Records I veniences or discomfort arising from the County of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs I and fertilizers; and from the pursuit Recorder I of a ricultural o erations includin 1O:41am 29 -Mar -93 I Rec Fee Cash PUBL XX 5.00 5.00 g P g) _ but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. 1 All that :real.:property: situate in the County of Butte, State of California, described as follows: X07 3/ AS Sik 0WN oN T04T Gam? 1T-#,WJ MAP Sr.) i �TLIF, '�"Gou iso L NC- CAk)Yok) F_STNT-E,5 0O LT- No. 1� W KtCI4 H+AP W#- S RE.coR-JV rzr-> W +4 S ori► oe- of l NE. Rr-'Co(2,De'9-__ a F TikE 600 N77(( of 50TTe) S7�'Ffz o F C_ A. !_ t ro(2.IvVA , o 0 oc_roe&p� 1o) 19 861 t N Boo/< 1o4 o f MRPS,/ _hT PA.66 C5) 2 6 A K)C> Z 61. COUNTY OF BUTS`# BUILDING DEPT Date: G& Z 7.6193 State ofrrja- SS. County of ' _Je?S-sV ) On this the undersigned APR 0 2 !S'Sj PROPERTY OWNERS: G.F 27'0'day ofgts,, 19CL3 , before me, the Notary Public, personally appeared ElPersonally known to me. Proved to me on the basis of satisfactory evidence. 0MCIAL =A16 to be the person(s) whose-name(s) Al2,,--- D.F. subscribed to the within instrument and acknowledged that e 10TA PUM-CORM executed the same for the purposes therein contained. IN WITNE S FRESNO COM WHEREOF, I hereunto set m lqwkV Oortnl. Ea01ros Nov. 12.1993 y hand and official seal. Present A.P. No`&_5 810-40j-50U-� N ary Public END OF DOCUMENT 06/22/1993 14:24 FROM Lindal Cedar Homes-Seattl TO 919168733948 P.02 a s.z. ' 4. TEST REPORT: CL Z E.NT : SERIES/MODEL: TEST METHOD: Pacific Inspection and Research laboratory, Inc. 4076 - 148th Ave. N.E. Redmond, WA 98052.5165 (206) 881.7668 THERMAL PERFORMANCE TEST REPORT SUMMARY PIRL File No. 90-720 Window Visions TEST DATE: 10/26/90 window visions Cedar Casement window with Ford Low E and Argon HAMA 1503.1-88 SIZE: 36" wide by 48" high. CONFIGURATION - NOMINAL SIZE: XX - 3040. FRAME: All structural members were m" ? led clear cedar. WEATHERSTRIPPING: A foam core weatherseal was located around the entire perimeter of the edge of each vent and also around the entire perimeter of the exterior face of each vent opening. GLASS: 3/4" overall insulating glass consisting of two panes strength glass separated by a 1/2" nominal aluminum spacer witL internal desiccant was used throughout the test sample. A Ford "Sungla.s RR" Low E coating was used on the third glass surface. air space between the panes of each lite was reportedly injected with argon gas by the manufacturer. TEST RESULTS: I. Air Infiltration at .57'psf (15 mph) .02 cfm/ft of C.L. 2. U thermal transmittance heat transfer 2 o .30 c8effi.cient, due to conduction (BTU/hr-ft - F) This is a summary of the test and results. Refer . to PIRL-�e No. �,1--720 for complete test data and description. r RonaldWeisel, P.E. vice President mh S � A0 a /)I U�-r-f<<le- Al'-- rtie4z ,mac MOV AU� CONSULTMIG V44VEERS -=ORENSICS d PRODUCT TESTING - CERTIP ICAT'ION 3�y 06/22/1993 14:24 FROM Lindal Cedar Homes-Seattl TO 919168733948 P.03 Pacific Inspection and Research Laboratory, Inc. 4076 - 148th Ave. N.E. Redmond. WA M52-5165 (206) 881.7668 THERMAL PERFORMANCE TEST REPORT PIRL File No: 90--720 Date of Report: Date Test Completed: 10/26/90 CLIENT: window Visions SERIES/MODEL: Window Visions Cedar Casement window with ford Low E and Argon 11/7./90 TEST STANDARD_ AAMA 1504-88, Voluntary standard for Thermal. Perform- ance of Residential Windows and Sliding Glass Doors TEST METSOAS: AAMA 1503.1-88, Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections MRMAL SPECIFICATION: "II" Class U30 DESCRIPTION OF SAMPLE TESTED TEST SAMPLE SIM 36" wide by 48" high. CONFZGURATYON - NOMINAL SIZE: XX - 3040. SURFACE FINISHES OF FRAM: All frame surfaces were unfinished cedar. NUMBER .AND SIZE OF VENTS: Two outswinging casement ventilators, each o w is measured 15 3/4" wide by 46" high. WEATHERSTRIPPING: A foam core weatherseal was located around the entire perimeter of the edge of each vent and also around the entire perimeter of the exterior face of each vent opening. OPERATORS AND LOCATION: Each vent swung out from the jamb on hinges at the head and sill which were screw connected to the top and bottom rails. Roto operators were located near each end of the sill to allow individual operation of the ventilators. Clam latches were located on each side of the mullion approximately 10" from the head and sill and contacted corresponding strikes on each meeting stile. GLASS: 3/4" overall insulating glass consisting of two panes of die strength glass separated by a 1/2" nominal aluminum spacer with internal desiccant was used throughout the test sample. A Ford "Sunglas HR" Low E coating was used on the third glass surface. The air space between the panes of each lite was reportedly injected with argon gas by the manufacturer. r This report contains five pages. CONSULTING FORENSICS • PRODUCT TESTING - CERTIFICATION 06/22/1993 14:25 FROM Lindal Cedar'Homes-Seattl TO 919168733948 P.04 PIRL File No. 90-720 THERMAL. PERFORMANCE TEST -:REPORT .-...,(Continued). GLAZING: All glass was bedded in caulk and retained on the exterior Fir -Te -by wood stops. WATER DRAINAGE SYSTEM: water was drained by the slope of the sill.. GENERAL DESCRIPTION: The window Visions Cedar Casement window with Ford "Sung as HR" Low E and Argon Consisted of two individual casement units which were mulled together along a jamb of each to form a single window. All structural members were unfinished clear cedar. All frame Corners were mitered and screw connected. All vent corners were fitted and screw connected.' The two frames were attached along the jambs and an interior trim piece was nailed over the joint.. Fiberglass insulation was used in the frame cavity along the joint. SCREEN DESCRIPTION_ 'Insect screens were attached to the inside of each vent openkng. The screen frames were roll. -formed aluminum and were held,together with corner clips. A fiberglass mesh screen cloth was retained in each frame by a vinyl spline.. The screens were held its their tracks by the compression of leaf springs under the bottom rails. Page 2 06/22/1993 14:26 FROM Lindal Cedar Home's-Seattl TO 919168733948-P.05 FIRL File No. 90-720 . TEST RESULTS FOR TBERMAL TRANSMITTANCE In Accordance with AAMA 1503.1-88 The following results and tabulated data are a compilation of the average value3'of five data recordings for all points taken in a two-hour period under steady state conditions in accordance with the Standard. tc 17.7'F q = 181.6 Btu/hr t 67.8°F A = 12.0 ftz. Uc .30 Btu/hr-°F-ftz WHERE: tc = Temperature of air, cold chamber t - Temperature of air, warm chamber q = Heat transmitted through the sample ONLY A = Area of sample U = Thermal transmittance heat transfer coefficient, U -f actor 4 uC' Act — t ) h c Page 3 Page 4 06/22/1993 14 26 FROM Lindal Cedar Homes-Seattl TO 919168733948 P.06 PIRL-rile No. 90-720 AIR INFILTRATION TEST RESULTS In Accordance with ASTM E 283 Air infiltration rate at ,57 psf = .02 cfm/ft of CL (15 mph equivalent) Total air infiltration at .57 psf _ .40 cfm (15 mph equivalent) Air infiltration rate at 1.57 psf - .03 cfm/ft of CL , (25 mph equivalent) Total air infiltration at 1.57 psf .56 cfm (25 mph equivalent) OPERATING FORCE` in Accordance with AAMA 1504-88 Operating Force (lbs) Measured Allowed Force to open N/A N/A Force to keep in motion N/A N/A Page 4 06/22/1993 14 26 FROM Lindal Cecar.'•Homes SeattI"TO 919168733948 P.07 pcCific inspection and Research Laboratory, Ine. 4076. 148th Ave. N.E. Redmond, WA 98062-5165 (206) 881-7668 THERMAL PERFORMANCE TEST REPOR-r SUMMARY TEST REPORT: PIRL File No. 90-718 TEST DATE: 10/25/90 CLIENT: Window Visions SERIES/MODFL: Window Visions Cedar Picture Window with and Argon P Po- S 406*ft 3oio TEST METHOD: HAMA 1503.1-88 TEST SAMPLE'SIZE: 36" wide by 48" high. CONFIGURATION - NOMINAL SIZE: 00 w 3040. FRAME: All structural members were milled from clear cedar. GLASS: 3/4" overall insulating glass consisting of two panes of double strength glass separated by a 1/2" nominal aluminum spacer with internal desiccant was used throughout the test sample. A Ford "Sunglas HR" Low E coating was used on the third glass surface., The air space between the panes of each lite was reportedly injected with argon -gas by the manufacturer. TEST RESULTS: 1. Air Infiltration at .57 psf (15 mph) <.01 cfm/£t of C.L. 2.' U thermal transmittance heat transfer .39 c8efficient, due to conduction (BTU/hr-ft2-oF) This is a summary of the -test and results. Refer to PIRL'Report No. 90--718 for complete test data and description. A Ronaldvi. Weisel, P.E. Vice President RJW:mh —iw r CONSULTING ENGINEERS - FORENSICS • PRODUCT TESTING - CERA :KATION 06/22/1993 14:27 FROM Lindal Cedar Homes-Seattl TO 919168733948 P.08 r pcciflc inspection and Research LaborctOrY, Inc. 4076". 146th Ave. N -E,. Red"10rnd, WA 9SM2-5165 (206) a81.7668 THERMAL PERFORMANCE TEST REPORT PZRL File NO: 90-718 Date o£ Re ort: 11/12/90 Date Test Completed: 10/25/90 CLIENT:- window visions SERIES/MODEL: window Visions Cedar Picture Window with Ford Low E and Argon TEST STANDARD: AAMA 1504-88, Voluntary Standard for Thermal Perform- ance of Residential Windows and Sliding Glass Doors FEST METHODS: AAMA.1503.1-=88, Voluntary Test Method for Thermal Transmittance and Condensation Resistance of WindowS, Doors, and Glazed Wall Sections THERMAL SPECIFICATION: "U" Class U40 DESCRIPTION OF SAMPLE TESTED TEST SAMPLE SIZE: 36" wide by 48" high. CONFIGURATION - NOMINAL SIZE: 00 a 3040. SURFACE FINISHES OF FRAME: All frame surfaces were unfinished cedar. GLASS: 3/4" overall insulating glass consisting of two panes of ;10-ubTe strength glass separated by a 1/2" nominal aluminum spacer with internal desiccant was used throughout the test sample. A Ford "Sunglas 'FIR" Low E coating was used on the third glass surface. The air space between the panes of each lite was reportedly injected with argon gas by the manufacturer. GLAZING: All glass was bedded in caulk and retained on the exterior std 1 -de -by wood stops. WATER DRAINAGE SYSTEM: Water was drained by the slope of the sill. GENERAL DESCRIPTION: The Window Visions Cedar picture Window with Ford "Sunglas HR" Low E and Argon consisted of two individual fixed units which were mulled together along a jamb of each to form a single window. All structural members were unfinished clear cedar. All frame corners were mitered and screw connected. The two frames were attached along the jambs and an interior trim piece was nailed over the joint. Fiberglass insulation was used in the frame cavity along the joint. ,SMS This report contains five pages. ITCdN5UL71NG ENGNV:_?5 - FQRENSICS • PRODUCT TESTING - CER' FICATION 06/22/1993 14:27 FROM Lindal Cedar.Homes Seattl TO 919168733948 P.09 PZRL File No. 90--718 THERMAL PERFORMANCE TEST REPORT (Continued) Due to the configuration of the test sample, no operators, weatherstripping or screens were required. Page 2 06/22/1993 14:2e FROM Linda l Cedar' Homes-Seaitl�TO 919168733948 P.10 PIRL File No. 90-778 TEST RESULTS FOR THERMAL TRhNSMITTANCE In Accordance with AAMA 1503.1-88 The following results and tabulated data are a compilation of the average values of five data recordings..for all points taken in a two-hour period under steady state conditions in accordance with the Standard. t - 18.0°F q 233.8 Btu/hr c t68.1°f A _ 12.0 ft2 h U _39 Btu/hr-°F-£t2 C WHERE r tTemperature of airs cold chamber c th Temperature of air, warm chamber q = Heat transmitted through the sample ONLY A Area of sample t7 Thermal transmittance heat transfer coefficient, c U -factor q Uc = A(th - tc) Page 3 r 06/22/1993 14:28 FROM Lindal Cedar Homes=Seattl tO 919168733948 P.11 PIRL File No. 90-71.8 Page 4 AIR INFILTRATION TEST RESULTS in Accordance with ASTM E 283 Air infiltration gate at .57 psf - <.01 cfm/£t of CL (15 mph equivalent). Total air infilerat ion at .57 psf - <.1 cfm (15 mph equivalent) Air infiltration rate at 1..57 psf - <. O1 cfm/f t of CL (25 mph equivalent) Total air infiltration at 1.57'psf <.1 cfm (25 mpb equivalent) OPERATING FORCE In Accordance with AAMA 1504-88 Operatinq Force (lbs) Measured Allowed Force to open N/A N/A Force to keep in motion, N/A N/A Page 4 06/22/1993 14:28 FROM Lindal Cedar Homes Seattl TO TSERMAL PERFORMANCE .TEST REPORT Continued 919168733948 P.12 PIRL File No. 9,0--718 CONCLUSIONS Detailed assembly drawings and all data and calculations used for these results will remain on file at PIRL. The results given in this report apply only to the sample tested under the conditions described. The fo`v t incl exceptions to the test standard were noted: y, Sig -Y; 36" wide by 48" high, 2. No CRV tests were performed. PROPRIETARY INFORMATION This report may not be copied or -reproduced in any form, in part or in whole, without the express written consent of Window visions and PIRL- CERTIFICATION Pacific Inspection and Research Laboratory, Inc. certifies that the work presented in this report is true and accurate within the limit," of the instruments and equipment used to obtain the data. All work conformed to accepted engineering practices and the standards cited in the text of this report. PACIFIC INSPECTION AND RESEARCH LABORATORY, INC. Baron H. Mat l^wS Manager,.Testing Operations Ronald Weisel, P.E. vice President BRM/mh Page 5 TOTAL P.12 Fh MASON WOODS ASSOCIATES ENGINEERING Cou�E.t_ENC (OFF JOB NO. 9 bD 50 DATE M 12242 Business Park Dr. Suite 24 Truckee CA 96161 Tel. (916)582-1009 Fax (916)587-0761 • i yr 1 . ■ • C. ■ ii�lS iii 1 �� !•I 1 �� 1 ,� 1r �� 1J %�� G\ENGINEERING uPpox- \o 'P %AP* Z1ACi p A �k11 1 Co2j�/, Job \1gr�o Job No.9'5a S 0 By r \L Page L -7 - 2, DOy b LE, -COP 4— SPL -ICF, C, sgcy 1 V _ X0."1 C3(o,�> 2•(0 is() co 1.S�SZC.s�_ IS 925 i• 5)' :� �CoZ ' 1"1443 �•S� = o'12Z ASF, '/o APA f-AcZ 6C) 0- C. o�t LAP s?uGE 45 7-1' 10 '/z" O Y Y' A S B C� lol 54 ' g31S �q 4g I I I I I, ate mr��sos—I_-Illl> ,CC,tiie+_P11nh__ a NOW 78" CD=Ez' plyw flQid- 3/8" CD- xt ply_w o w th 8d, 0 4" o.c. edges/12' o c. fi Id CD- x -pI w th-8d-®-3" o. dges/12'-o c. fi Id 3/81' CD-, xt pl'ywoo �th 8d! m 2" o.c.� d-�es/12'I o c. fi Id g i with -4 -stu s--It-pa 'el -led es — — —�— 3/8!' Struct. I plywood wi h d ® " q.c e 9991s/ 12" o. iel 3/81!-S,I ur, t_-1-.plywood-with_Sd '0 "�n� a ' / 2" a f• i v.ith_$d 4'to.�_fdges/12' o'.c.1 field f two edge `are gn a tu;d -' se 4 tgre e I/8r__ D-gx_pl.yw o Oi re -- vith 8d Q 3' o c. �e ge /1 " fiel • f - woi-e—d�-e�-are�n a�e-' tudse --4 - I/ �' D� w' � o' t�o_ sl es with sta re e c i_C�.. _ P .Yn g9 vith 8d 2"o� c. a ge i " o. iel ith'-4 s�ud�� I - 2) B 1Qck) al nel eog ' 3) 5/$" FDr p s t -Tl --I1" �ly�W_ id sic iric-maybe-used-In-ph 4-) t/ "-CD-E t- ly ood- ay -b - se -in-place-o -3 1' -pl 1 }�,' Gyp B with 5 cool r or pa ke nail a 4' o. W 2 }"- y�p..-•-B L-OCCKK D -with-5d le -o par er at- -W3 5�8" C' p 'Bd B �O K D 'wi h d ' ower — orprkri AGKINC SHEAR 4OADS ALLQW B E FO -R -UPI LOCS cei — 2—�u T ' S S0� 1 --CEDAR- H L= --Stand rd W911 -per � F - � m�n�factu er s peIt ca Ions CBO - Report -No.- ;L-� 3/8� x 12?' spires in{pred ill of s t 8" o.c. thr -eac -laye of -logs- — — __ -- IL- 3/87 x 12" spil4es in pred filled �ol - hr e c Jaye o -logs ' - IL-4 3/8� x 12" spi es in pred ill d of s t 4" o. C. Nr ' -eac `__ ' - h Jaye of logs }L- 3/8'1x 12" spi�1.{�eslin pred ill d . of s t 16" o. C. hr eac l yeye of I gs iL-6 _2__-" contihuous bad of Scotch - , � .. , ........._-- ----- . _ .-. Cri 230 ' lu _ — I�et�veen eac courcse�of lois ' it� spikes at 48' ogc. Ceneral-Notes-� � fi !- inimum_ f -two, _ (. ) . spikes p Date Job Job No. 2127) C) SO I ENGINEERING • ByPage—L.- -� MIAJ w/\LL C uj ALL 1 1 -AtLoo ,:s C32/L�_ Z8 p1 + 1(002 - 441C) f SSE ALL:. TwR-EDD co�PL�17 j @ FA A ;-ro 'TO?' of 2"�' l E-VEL.. . I I I wAIL. L;WAsHE.rZ ! ; 'vi ALL_ D i . • I �L ' 4Z I u SE �Z� z C) MTT Z,Z b ' tiAAkLED LL s ; ' coo (1�0\� - 340 • Pw� - 4 4.S MITZ-ff�. w A L.L. J , �e KIT - SWT H --��V/Z-> : X09 Z - Z. ��b> q32 rho �i� 2�G1D w LL N QO -HD RE0.� Np - Ills. l,5. Eatte County BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: (916) 538.2140 Rick Trent DATE: July 9, 1993 P.O. Box 216 Magalia, CA 95954 RE: Lindal Cedar Home Dear Mr. Trent: A. P: 058-081-003 B.P.# 93-372 With reference to the above subject, attached is: [XX4 Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [XXA Comply with plan check list [ ] Resubmit plans.with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Louis Woods Very truly yours, 12242 Business Park Dr. Suite 24 Truckee, CA 96161 �� . 55-n-11 I�enr.y Plan heck Engineer Permit Applicant: Fullerton Permit # 93-372 A.P. No. 058-810-003 Date: July 9, 1993 The above referenced plans were reviewed by this office. Provide additional information.and/or'make revisions to plans, specifications, and calculations as follows: - 1.. Per Business and Professions Code, Section 6735, -all sheets of plans must be stamped and signed by the design engineer, including the sunroom plans. "Ix. Note garage door headers on plan. Detail sheet D1 is not legible. Provide legible plan. I.C.B.O. ER -461 limits height/width ratio of Justus walls to 1. Provide calculations:to justify. L-2 and L-3 walls. ============================ MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed � 8 ' COMPUTER METHOD SUMMARY =============================================================================== , Design __________ Page 1 C -2R Project Title.......... EULLERTON RESIDENCE Date........ 06/23/93 Project Address........ COUTELENC RD ----------- =--------- 1.14 = PARADISE Total 35.11 | � Documentation Author ... Robert A. Mangrum | Building Permit # | Company................ PARADISE MECH. DESIGN | � � Telephone.............. (916)877-SAVE/FX 877-7283 | Plan Check / Date | . Compliance Method...... MICROPAS4 by Enercomp, Inc. | | 1 Field Check/ Date � Climate Zone........... =============================================================================== 11 --- r----------------- | MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -FORM C -2R � | User#-MP1342 User ------------------ W -------------------------------------------------------------- -PARADISE MECH. DESIGN Run�U�i �EATO��-ENHANCED � 'C� SE , | ============================ MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = = (kBtu/sf-yr) = _______________________ Design __________ Design __________ Margin = = - = Space Heating.......... 13.49 9.30 __________ 4.19 = = Space'Cooling.......... 12.18 8.89 3.29 = = Water Heating.......... 9.44 8.30 1.14 = = = Total 35.11 26.49 8.62 = = *** Building = complies with Computer Performance *** = . GENERAL INFORMATION _..... .... ______________ Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 2767 sf Single Family Detached New Front Facing 100 deg (E) 1 ' ` 2. ReducedYear Raised Floor 2 23691 cf 1938 sf, 1938 sf 0 sf 30.1 % of FA 8.6 ft . (Package E) �N-��:n�C��,` �V�� DEPARTMENT "A 0 6, P, F COMPUTER METHOD SUMMARY Page 2 C -2R =============================================================================== Project Title.......... FULLERTON RESIDENCE Date........ 06/23/93 =============================================================================== | MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -FORM C -2R | | User#-MP1342 User -PARADISE MECH. DESIGN Run-FULLERTON ENHANCED CASE � _______________________________________________________________________________ BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone ______________ Type (sf) _________ (cf) _________ Units itioned Type (ft) (sf) HOUSE' _____ _______ ____________ ______ --------- Residence 2602 21816 1.00 Yes Setback 8.0 n/a SUNSPACE Sunspace 165 1875 0.00 Yes SunspaceStat 8.0 116 ' OPAQUE SURFACES Area U- _______________ Insul Act Solar Form3 Location/ Surface ______________ (sf) ______ value _____ R-val _____ Azm Tilt ___ Gains Reference Comments HOUSE ____ _____ ____________ ----------------- _______________HOUSE 1 Wall 650 0.065 R-19 100 90 Yes W.19.2X6.16 FRONT WALL 2Wall 306 0.065 R-19 190 90 Yes W.19.2X6.16 LEFT WALL � 3 Roof 30 0.029 R-38 190 90 Yes R.38.2X12.16 ATTIC WALL 4 Wall 90 0.065 R-19 280 90 Yes W.19.2X6.16 BACK WALL 5 Wall 27 0.065 R-19 235 90 Yes W.19.2X6.16 BACK WALL 6 Wall 80 0.065 R-19 325 90 Yes W.19.2X6.16 BACK WALL 7 Wall 425 0.065 R-19 10 90 Yes W.19.2X6.16 RIGHT WALL 8 Roof 20 0.029 R-38 10 90 Yes R.38.2X12.16 ATTIC WALL 9 Wall 196 0.065 R-19 190 90 No W.19.2X6.16 RIGHT WALL 10 Roof 1447 0.025 R-38 0 0 Yes R.38.2X4.24 Attic 11 Roof 365 0.025 R-38 100 19 Yes R.38.2X4.24 Attic 12 Door 92 0.330 R-2 100 90 Yes None Solid Wood 13 Door 20 0.330 R-2 190 90 Yes None Solid Wood 14 Door 40 0.330 R-2 100 90 Yes None Solid Wood 15 Door 20 0.330 R-2 190 90 No None Solid Wood 16 Floor 1783 0.037 R-19 0 0 No FC.19.2X8.16 FLOOR FOAMY 17 Wall 155 0.065 R-19 100 90 Yes W.19.2X6.16 � 18 Wall 60 0.065 R-19 190 90 Yes W.19.2X6.16 --`> 19 Wall 60 0.065 R-19 10 90 Yes W.19.2X6.16 20 Roof 160 0. 025 R-38 0 0 Yes R 38 2X4 24 . . . y/ 21 Floor 155 0.037 R-19 0 0 No FC.19.2X8.16 ' � 22 Door 20 . 0.330 R-2 190 90 Yes None ` FENESTRATION SURFACES _____________________ SC Sc Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description ` ___________ HOUSE _____ _____ ________ ______ _____ ___ ____ _____ _____ --------------- ___________HOUSE 1 Window 8.8 2 'Wood Slider 0.50 100 90 0.88 0.78 None 2 Window 8.8 2 Wood Slider 0.50 100 90 0.88 0.78 None 3 Window 26.3 2 Wood Slider 0.50 100 90 0.88 0.78 None 4 Window 26.3 2 Wood Slider 0.50 100 90 0.88 0.78 None 5 Window 19.0 2 Wood Fixed 0.50 100 90 0.88 0.78 None 6 Window 8.8 2 Wood Slider 0.50 100 90 0.88 0.78 None . COMPUTER METHOD SUMMARY Page 3 C -2R =============================================================================== Project Title.......... FULLERTON RESIDENCE Date........ 06/23/93 =============================================================================== | MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -FORM C -2R | | User#-MP1342 User -PARADISE MECH. DESIGN Run-FULLERTON ENHANCED CASE | _______________________________________________________________________________ FENESTRATION SURFACES Sc SC Interior Area # of Frame Open U- Act Glass Int Shade Surface ___________ (sf) _____ Panes _____ Type ________ Type ______ value _____ Azm ___ Tilt ____ Only _____ Shade Description _____ ------------ 7 Window 8.8 2 Wood Slider 0.50 100 90 0.88 0.78 None 8 Window 8.8 2 Wood Slider 0.50 190 90 0.88 0.78 None 9 Window 9.8 2 Wood Slider 0.50 190 90 0.88 0.78 None 10 Window 13.5 2 Wood Slider 0.50 235 90 0.88 0.78 None 11 Window 54.0 2 Wood Fixed 0.50 280 90 0.88 0.78 None 12 Window 13.5 2 Wood Slider 0.50 325 90 0.88 0.78 None 13 Window 54.0 2 Wood Fixed 0.50 280 90 0.88 0.78 None 14 Door 40.0 2 Wood Hinged 0.50 325 90 0.76 0.78 None 15 Window 20.0 2 Wood Slider 0.50 280 90 0.88 0.78 None 16 Window 20.0 2 Wood Slider 0.50 280 90 0.88 0.78 None 17 Window 54.0 2 Wood Fixed 0.50 280 90 0.88 0.78 None 18 Window 27.0 2 Wood Slider 0.50 325 90 0.88 0.78 None 19 Window 33.0 2 Wood Slider 0.50 280 90 0.88 0.78 None 20 Window 27.0 2 Wood Fixed 0.50 280 90 0.88 0.78 None 21 Window 17.5 2 Wood Slider 0.50 10 90 0.88 0.78 None A&= W .4 22 Window 31.0 2 Wood Hinged 0.30 100 90 0.88 0.78 None 23 Window 124.0 2 Wood Fixed 0.30 100 90 0.88 0.78 None 24 Window 10.0 2 Wood Fixed 0.30 190 90 0.88 0.78 None 25 Window 10.0 2 Wood Fixed 0.30 10 90 0.88 0.78 None 26 Window . 160.0 2 Wood Fixed 0 30 . 100 0 0 88 . . 0 78 None `> ` OVERHANGS AND SIDE FINS -------------------------- ______________________---Window-- --- Window -- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ___________ (sf) _____ Hght _____ Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE _____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ------- ___HOUSE 1 Window 8.8 3.5 2.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 8.8 3.5 2.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 26.3 3.5 7.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 26.3 3.5 7.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 19.0 1.9 10.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 8.8 3.5 2.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 8.8 3.5 2.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 8.8 3.5 2.5 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 9.8 3.5 2.5 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 13.5 5.9 2.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 54.0 5.4 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 13.5 5.9 2.5 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 40.0 6.6 6.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 5.0 4.0 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 20.0 5.0 4.0 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 54.0 5.4 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 27.0 5.4 5.0 2.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 33.0 6.6 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 27.0 5.4 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R =============================================================================== Project Title.......... FULLERTON RESIDENCE Date........ 06/23/93 1 MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -FORM C -2R | 1 User#-MP1342 User -PARADISE MECH. DESIGN Run-FULLERTON ENHANCED CASE � _______________________________________________________________________________ INTER -ZONE VENTILATION . Vent Vent Height Area Zone Names (ft) (sf). Location/Comments ___________________ ________ ______ ----------------------- HOUSE/SUNSPACE _____________________HOUSE/SUNSPACE 8.0 116 THERMAL MASS -------------- Conduct- ___________Conduct- Surface ivity R -value Location/Comments ` ________ ________ --------------------------- 0.67 _________________________ 0.67 R-0.0 TILE 0.67 R-0.0 TILE 0.67 R -O.0 Area Thick Heat Mass Type = (sf) ' (in) Cap --------- ----- HOUSE ------ ' ----- ----- 1 InteriorHorz 134 1.0 24.0 2 InteriorVert 75 1.0 24.0 SUNSPACE Furnace 0.930 AFUE Conditioned 3 InteriorHorz 145 1.5 24.0 THERMAL MASS -------------- Conduct- ___________Conduct- Surface ivity R -value Location/Comments ` ________ ________ --------------------------- 0.67 _________________________ 0.67 R-0.0 TILE 0.67 R-0.0 TILE 0.67 R -O.0 Duct HVAC SYSTEMS Efficiency ---------- -------------- ___________Minimum Minimum Duct System Type ________________ Efficiency ____________ Location HOUSE R-4.2 _____________ Furnace 0.930 AFUE Crawlspace ACSplit 13.00 SEER Crawlspace SUNSPACE ' Furnace 0.930 AFUE Conditioned ACSplit 13.00 SEER Conditioned Duct ^ Dact R -value _______ Efficiency ---------- R-4.2 0.880 R-4.2 0.910 R-4.2 1.000 R-4.2 1.000 WATER HEATING SYSTEMS _____________________ ` Number ` in Energy Tank Type Heater Type Distribution Type System Factor ____________ ___________ ___________________ ______ -------- 1 Storage Gas Standard 1 0.60 SPECIAL FEATURES/REMARKS This building incorporates a Sunspace. FURNACE --CARRIER 58SXB100 AFUE.93 CONDENSER --CARRIER 38TR060 SEER 13.0 COIL --SUPERIOR COIL HV1060+NTXV ` ~ Tank External Size Insulation (gal) R -value ---------- _______50 50 R-12 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF71R =============================================================================== Project Title.......... FULLERTON RESIDENCE Date.....'... 06/23/93 Project Address........ COUTELENC RD --------------------- Location/Comments � PARADISE | | Documentation Author... Robert A. Mangrum | Building Permit # | Company......,......... PARADISE MECH. DESIGN | | Telephone.............. (916)877-SAVE/FX 877-7283 � Plan Check / Date | Compliance Method...... MICROPAS4 by Enercomp, Inc. | | Field Check/ | Date | Climate Zone........... 11 -------------------- ----------------- 1 | 'MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -FORM CF -1R- | 1 User#-MP1342 User _______________________________________________________________________________ -PARADISE MECH. DESIGN Run-FULLERTON ENHANCED CASE | ~ GENERAL INFORMATION Roof Conditioned Floor Area..... 2767 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 100 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly ' Type R -value U -Value Location/Comments � _____________ __________ ________ ___________________ _____________________ Wall WRIML9V 0.065 FRONT WALL, LEFT WALL, BACK WALL RIGHT WALL Roof 0.029 ATTIC WALL ~ Roof 0.025 Attic Door . ' 0.330 Solid Wood. Floor 0.037 FLOOR FENESTRATION ____________ ` Over - Area U- # of Interior Exterior hang/ Framing Orientation ___________________ (sf) _____ Value Panes _____ _____ Shading Shading Fins Type Window Front (E) 106.5 0.500 2 __________ None ______________ None ______ Yes --------- _______Window Wood Window Left (S) 18.5 0.500 2 None None Yes Wood Window Left (SW) 13.5 0.500 2 None None Yes Wood Window Back (W) 208.0 0.500 2 None None Yes Wood Window Back (NW) 40.5 0.500 2 None None 'Yes Wood Window Back (Wy 54.0 0.500 2 None None ' None Wood Door Back (NW) 40.0 0.500 2 None None Yes Wood Window Right (N) 17.5 0.500 2 None None None Wood Window Front (E) 155.0 0.300 2 None None None Wood Window Left (S) 10.0 0.300 2 None None None Wood Window Right (N) 10.0 0.300 2 None None None Wood Window Horz 160.0 0.300 2 None None None Wood ' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R =============================================================================== . Project Title.......... FULLERTON RESIDENCE Date........ 06/23/93 1 MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1342 User -PARADISE MECH. DESIGN Run-FULLERTON ENHANCED CASE | _______________________________________________________________________________ Type Exposed ____________ ______________ InteriorHorz Yes InteriorVert' Yes . InteriorHorz Yes THERMAL MASS -------------- Area ___________Area Thickness (sf) (in) ______ _________ 134 1.0 75 1.0 145 1.5 HVAC SYSTEMS Location/Comments ---------------------- T 1 L 1". ____________________TILE TILE WATER HEATING SYSTEMS ------------------------ Number ____________________Number in Tank Type Heater Type Distribution Type System ____________ ___________ ___________________ ------ Storage Gas Standard 1 SPECIAL FEATURES/REMARKS This building incorporates a Qnspace Thermostat Type Setback Setback SunspaceStat SunspaceStat Minimum Duct Duct Equipment Type Efficiency Location R -value _______________ Furnace ____________ _____________ Crawlspace -------- ______Furnace R-4.2 ACSplit - 100 9E991 Crawlspace R-4.2 Furnace Conditioned R-4.2 ACSplit Conditioned R-4.2 WATER HEATING SYSTEMS ------------------------ Number ____________________Number in Tank Type Heater Type Distribution Type System ____________ ___________ ___________________ ------ Storage Gas Standard 1 SPECIAL FEATURES/REMARKS This building incorporates a Qnspace Thermostat Type Setback Setback SunspaceStat SunspaceStat Tank External Energy Size Insulation Factor (gal) R -value __ ______ __________ 50 R- 12 , ' . CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R =============================================================================== - Project Title. . . . . . . . . . FULLERTON RESIDENCE Date. . . . .'. . . 06/23/93 =============================================================================== | MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -FORM CF -1R � 1 User#-MP1342 User -PARADISE MECH. DESIGN Run-FULLERTON ENHANCED CASE' � _______________________________________________________________________________ COMPLIANCE STATEMENT . ____________________ This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6' of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building*plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... FULLERTON Company. OWNER/BUILDER Address. COUTELENC RD ' PARADISE, CA 95969 Phone... ROAD SUITE License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. PARADISE MECH. DESIGN Address. 5797 CLARK ROAD SUITE 16 PARADISE, CALIFORNIA 959 Phone... (916)877-SAVE/FX 877-7283 Signed. - HVAC SIZING Page 1 HVAC =============================================================================== Project Title.......... FULLERTON RESIDENCE Date........ 06/23/93 Project Address........ COUTELENC RD --------------------- PARADISE | | Documentation Author... Robert A. Mangrum � Building Permit # � Company................ PARADISE MECH. DESIGN | | Telephone.............. (916)8777SAVE/FX 877-7283 | Plan Check / Date | | } Compliance Method...',. MICROPAS4 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11 ------------------------- 1 -------------------- | MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -HVAC SIZING | 1 User#-MP1342 User -PARADISE MECH. DESIGN Run-FULLERTON ENHANCED CASE | ------------------------------------------------------------------------�� GENERAL INFORMATION Floor Area .... 1............ 2767 sf Volume..................... 23691 cf Front Orientation.......... Front Facing 100 deg (E) Sizing Location............ PARADISE Latitude................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 72 F . Summer Outside Design...... 99 F ' Summer Inside Design....... 75 F Summer Range............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 ' HEATING AND COOLING LOAD SUMMARY � . ________________________________ Heating Cooling Description (Btuh) (Btuh) . _________________________________ ___________ ------------- Opaque __________Opaque Conduction ynd Solar...... 13400 6448 Glazing Conduction............... 14690 8394 Glazing Solar ............ 1....... n/a 32584 Infiltration .......... a.......... 14472 4923 Internal Gain.................... n/a 2100 Ducts............................ 3575 1542 . Sensible Load... ................. 46136 55991 Latent Load..............:....... n/a 16797 ___________ _ __________ Minimum Total Load 46136 72788 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, outdoor design temperatures, coil siziQg, 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. ' ` HVAC SIZING Page 2 HVAC =============================================================================== Project Title.......... FULLERTON RESIDENCE Date........ 06/23/93 =============================================================================== | MICROPAS4 v4.01 File-2FULLER2 Wth-CTZ11S92 Program -HVAC SIZING | | User#-MP1342 User -PARADISE MECH. DESIGN Run-FULLERTON ENHANCED CASE | _______________________________________________________________________________ HEATING AND COOLING LOAD SUMMARY BY ZONE ----------------------------------------- ZONE _______________________________________ ZONE 'HOUSE' Floor Area....................... 2602 sf Volume........................... 21816 cf Description Opaque Conduction and Solar...... Glazing Conduction............... GlazingSolar.................... Infiltration..................... Internal Gain.................... Ducts............................ Sensible Load.................... Heating Cooling (Btuh) (Btuh) ___________ I 11960 __________ ------------- 5722 10469 5982 n/a 12498 13326 4533 n/a 2100 3575 1542 39330 32377 Latent Load..................... n/a (Btuh) ___________ 9713 ___ Minimum Zone Load ' ____-_____ - 3q33O ___________ _� qP - ZONE 'SUNSPACE' Floor Area....................... 165 sf Volume........................... 1875 cf Description Opaque Conduction and Solar...... Glazing Conduction............... Gl/szing Solar.................... Infiltration..................... Internal Gain.................... Ducts............................ Sensible Load..................... Latent Load...................... Minimum Zone Load Heating Cooling (Btuh) ___________ (Btuh) 144C) --------------- __________1440 726 4221 2412 n/a 20086 1145 390 n/a 0 0 0 6806 23614 n/a 7084 _________ --- ______-_ -- � ' � _6806 � 30698 _ PMysical data FURNACE MODEL 58SXB 060 -GG 080 -GG 100 -HG 100 -LG OUTPUT CAPACITY BTUHt (ICS)" Low/High 41,000/59,000 55,000/79,000 68,000/99,000 68,000/99,000 `t INPUT BTUH' Low/High 43,500/63,000 58,000/84,000 72,500/105,000 72,500/105,000 SHIPPING WEIGHT (lb) 182 195 230 CERTIFIED TEMP RISE RANGE (F) Low/High 70-80/55-65 70-80/55-65 70-80/55-65 237 70-80/55-65 CERTIFIED EXT STATIC PRESSURE Heating 0.12 0.15 0.20 (In. wc) Cooling 0.50 0.50 0.50 0.20 0.50 AIRFLOW CFM# Heating Low/High 500/925 665/1235 835/1320 835/1320 Cooling 1200 1200 1400 2000 LIMIT CONTROL SPST HEATING BLOWER CONTROL Microprocessor Time Operation 60-240 Seconds ® 20 Second Intervals BURNERS(Monoport) 3 GAS CONNECTION SIZE 4 1 5 5 1/2 -Inch NPT GAS VALVE (Redundant) Manufacturer White -Rodgers Minimum Inlet Pressure (in. wc) Maximum Inlet Pressure (In. wc) 4.5 PILOT MODEL 13.6 740A 'Gas input ratings are certified for elevations to 2000 feet. For elevations above 2000 feet, For elevations above 2000 feet, reduce ratings 4% for each 1000 feet above sea level. tCapacity and AFUE in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified procedures. $Air delivery above 1800 cfm requires that both sides, or a combination of one side and bottom, or bottom only, of the furnace be used for return air. A filter is required for each return -air supply. "ICS — Isolated Combustion System. Accessories ITEM ACCESSORY' Cold -Air Return Plenum Side Filter Rackt Electronic Air Cleaner Humidifier 'Factory -authorized and listed, field -installed. tSide filter rack is required for right-hand side return air installations. r_ A89378 RETURN -AIR PLENUM Custom-made return -air plenum can be mounted on either side of the furnace. Accommodates two throwaway or washable filters. A 251n. B 16 in. C 46-3/161n. 4 A89379 SIDE FILTER RACK Custom made filter rack for easy connection when a return plenum already exists. Provides easy access for cleaning filter. A 23-1/81n. B 2-3/8 in. C 14-1/21n. ITEM ACCESSORY' Cooling Coils ✓ Gas Conversion Kitt Twinning Kit V Thermostat V tNatural-to-propane and propane -to -natural A89239 ELECTRONIC AIR CLEANER Cleans the air of smoke, dirt, and many pollens commonly found in the air. Saves on decorating and cleaning expenses. A86131 HUMIDIFIER By adding rriolsture to winter -dry air, a Carrlet humidifier can often Improve comfort and keep furniture, rugs, and draperies in better condition. Moisturizing household air also helps to retain normal body heat and provides comfort at lower temperature. Model number nomenclature 58SXB 060 131 Electronic Upflow Gas -Fired Condensing Furnace Output Capacity 060 — 41,000/59,000 Btuh 080 — 55,000/79,000 Btuh inn — an nnntoo nnn at,.►. Dimensions Series CLEARANCES (in.) SIZE 060 080 & 100 SIDES 0 BACK 0 TOP OF PLENUM 1 VENT CONNECTOR 0 FRONT — CASING VENTILATION 3 SERVICE F DIA COMBUSTION - AIR CONNECTION 9 II5I F DIA 12 3L VENT CO y+ r 9 ZDIA K.O. ALT 9 ELEC CONN EFFICIENCY G G Cooling Airflow G — 36,000 Btuh H — 42,000 Btuh L — 60,000 Btuh Heat Exchanger G — Aluminized Steel Primary With Polypropylene Laminated Steel Condensing Heat CAPACITY BTUH (Low/High)• AFUE %' f''` /99 Nonweatherized (ICS)t 41,000/59,000 55,000/79,000 68,000/99,000 I 68,000,000 Nonweatherized (ICS)t 93.5 93,5 93.5 93 f .5 CALIFORNIA SEASONAL EFFICIENCIES (CSE)'% 90.5 -91.1 91.3 91.2 'Rated in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified procedures. CICS — Isolated Combustion System 5 DIMENSIONS (in inches) Size A D E F 060 17-1/2 15-7/8 15 2 080 17-1/2 15-7/8 15 2 100 21 19-3/8 18-1/2 2-1/2 CAPACITY BTUH (Low/High)• AFUE %' f''` /99 Nonweatherized (ICS)t 41,000/59,000 55,000/79,000 68,000/99,000 I 68,000,000 Nonweatherized (ICS)t 93.5 93,5 93.5 93 f .5 CALIFORNIA SEASONAL EFFICIENCIES (CSE)'% 90.5 -91.1 91.3 91.2 'Rated in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified procedures. CICS — Isolated Combustion System 5 I I Indoor Coil Manufacturers AC -366 ARI STANDARD RATINGS Foot Model Cooling Btuh/ Capacity Foot Note(s) Designation Cost" Watt (MBtuh) Note(s) TYPE: RCU-A-C Coll SEER Condensing Unit Coil Bryant (Continued) V1060+NTXV $ 308 13.00 597BN048-A 597BN048-A VC5060 HVC5060 $ 330 12.00 48.0 597BN048-A V1060+NTXV $ 330 $ 12.00 48.0 597BN048•A Hv1060.NTXV 317 $ 13.00 50.0 597BN060-A HC2060+TXV 317 $ 382 13.00 12.20 50.0 597BN060-A 597BN060-A HC2060 $ 388 12.00 56.5 56.5 597BN060-A VC5060•TXV HVC5060+TXV $ 389 12.20 57.5 597BN060-A VC5060 $ 389 12.20 57.5 597SN060-A HVC5060 $ 395 $ 12.00 57.5 597BNO60-A V1060+NTXV 395 S 12.00 57.5 ` 5978NO60-A HV1060+NTXV 371 13.00 58.5- 38CK01830/31 HC7024+NTXV $ 371 13.00 58.5 TYPE: RCU-A-C VC7024+TXV $ 142 10.20 17.5 38CK01830/37 HC7024+TXV "' $ 142 SEER 17.5 Condensing Unit Coil $142 10.20 17.5 Carrier VC7024 HC7024 $ 144 10.00 17.5 17.5 38BR02430 38BR02430 VC7024 $ 151 12.00 22.0 388R02430 HC7024 VCD024 $ 151 12.00 22.0 38BR02430 HVC7024 $ 151 $ 12.00 22.0 38BR02430 V1024+NT%v 151 E 12.00 22.0 38BR02430 HV1024+NTXV 146 $ 13.00 23.0 38BR02430 VC4030 14613.00 $ 158 10.50 23.0 38BR02430 HC2030 $ 12.00 23.0 388802430 VCD030 158 $ 12.00 23.0 38BR02430 HVC4030 158 $ 158 12.00 23.0 38BR02430 H1024+NTXV $ 12.00 23.0 38BR02430 V1030+NTXV 147 $ 13.00 23.2 380802430 HV1030+NTXV 152 $ 13.00 24.0 38BR03030 VC4030 152 13.00 24.0 38BR03030 HC2030 $ 19312.00 $ 10.00 28.0 38BR03030 VCD030 193 $ 12.00 28.0 38BR03030 HVC4030 193 $ 12.00 28.0 38BR03030 V1030+NTXV 19312.00 $ 10.50 28.0 38BR03030 HV1030+NTXV 184 $ 13.00 29.0 38BR03030 VCDD36 184 13.00 29.0 38BR03030 VC4036 $ 199 S 12.00 29.0 38BR03030 HC2036 204 $ 12.00 29.6 38BR03030 HVC4D36 204 $ 20412.00 12.00 29.6 38BR03030 V1036+NTXV $ 11.00 29.6 38BR03030 HV1036+NTXV 190 % 13.00 30.0 38BR03030 H1030+NTXV 190 $ 13.00 30.0 38BR03630 VCD036 190 $ 13.00 30.0 38BR03630 V1036+NT%V 234 $ 12.00 34.0 38BR03630 HV1036+NTXV 217 $ 217 73.00 34.2 38BR03630 VC4036 $ 235 13.00 34.2 38BR03630 HC2036 $ 235 12.00 34.2 38BR03630 HC2042 $ 235 12.00 34.2 38BR03630 HVC4036 $ 235 12.00 34.2 - 38BRO3630yDD042 V1D30.NTXV+TDR HV1030.NTXV.TDR $ 237 12.00 34.2 388803630 V1042+NTXV $ 220 12.00 34.4 38BR03630HV1042+NTXV $ 220 13.00 34.6 388803630 VC5042 $ 238 13.00 34.6 38BR03630 HVC5042 $ 238 12.00 34.6 38BR030 H1036+NTXV $ 12.00 34.6 38880424230 HC2042 222 $ 13.00 35.0 38BR04230 V1042+NTXV 268 $ 12.00 39.0 38BR04230 HV1042+NTXV 251 $ 251 13.00 39.5 38BR04230 VC5D42 $ 272 13.00 39.5 38BR04230 VC4048 $ 248 $ 12.00 39.5 38BRD4230 HC2048 $ 272 $ 12.00 39.5 388 R04230 VCD042 272 12.00 39.5 388804230 HVC5042 $ 272 $ 12.00 39.5 38BR04230 HVC4048 272 $ 12.00 39.5 38BR04230H1042+NT%V VC40364NTXv 272 $ 12.00 39.5 380804230 vCD048 254 275 13.00 40.0$ 388804230 V1048+NTXV $ 257 12.00 40.0 38BR04230 HVID48+NTXV $ 257 13.00 40.5 38BR04830 VC4048 $ 316 13.00 40.5 380804830 HC2048 $ 316 12.00 46.0 38BRO4830 HVC4048 12.00 46.0 388804830 V1048+NTXV $ 316 $ 298 12.00 46.0 38BR04830 HV1048.NTXV $ 13.00 47.0 380RD4830 HC2060 298 13.00 47.0 38BR04830 VCD048 $ 323 12.00 47.0 38BR04830 VC5060 $ .323 12.00 47.0 38BR04830 HVC5060 $ 327 12.00 47.5$ 38BR04830 H1048+NTXV 327 $ 12.00 47.5 388804830 VCD060 305 13.00 46.0 $ 330 12.00 48.0 February 1, 1993 - July 31, 1993 Model Designation Cooling Btuh/ Capacity Cost" Watt (MBtuh) TYPE: RCU-A-C SEER Condensing Unit Coll Carrier (Continued) 38BR04830 V1060+NTXV $ 308 13.00 388804830 HV1060.NTXV $ 308 13.00 48.5 38BR06030 38BRO6030 VC4060 HC2D60.TXV $ 378 12.00 48.5 54.0 38BR06030 VC5060 $ 382 $ 388 12.00 12.00 55.5 38BR06030 38BR06030HVC5060 VCD060 $ 388 12.00 56.5 56.5 388806030 V1060+NTXV $ 388 $ 12.00 56.5 388806030 HV10604NTXV 368 $ 368 13.00 13.00 58.0 38BR06030 H1060+NTXV $ 368 13.00 58.0 58.0 38CK01830/31 VC2018+TXV $ 139 10.20 38CK01830/31 38CK01830/31 VC2018 VC0018 $ 142 10.00 17.2 17.2 38CK01830/31 VC7024+NTXV $ 842 $ 10.00 17.2 38CK01830/31 HC7024+NTXV 138 $ 138 10.50 10.50 17.5 38CK01830131 VC7024+TXV $ 142 10.20 17.5 38CK01830/37 HC7024+TXV "' $ 142 10.20 17.5 38CK01830/31 HVC7024+TXV $142 10.20 17.5 38CK01830/31 38CK01830/31 VC7024 HC7024 $ 144 10.00 17.5 17.5 38CK01830/31 HVC7024 $ 144 $ 10.00 17.5 38CK01830/31 VCD024 144 $ 145 10.00 10.00 17.5 38CK01830/31 38CK01830/31 V1018+TXV+TDR $ 134 11.00 17.6 17.8 38CK01830/31 V1024+TXV+TDR HV1024.TXV+TDR $ 135 $ 11.00 18.0 38CK01830/31 H1024+NTXV 135 $ 135 11.00 11.00 18.0 38CK02430/31 VC7024+NTXV $ 173 10.50 18.0 22.0 38CK02430/31 38CK02430/31 VC7024+TTN HVC7024+TXV $ 178 10.20 22.0 38CK02430131 VC7024 $ 178 10.20 22.0 38CK02430/31 HVC7024 $ 182 $ 10.00 22.0 38CK02430/31 VC0024 182 $ 10.00 22.0 38CK02430/31 38CK02430/31 H1024+NTXV+7DR 182 $ 168 10.00 17.00 22.0 22.4 38CK02430/31 HC7024+NTXV HC7024+TXV $ 176 10.50 22.4 38CK02430/31 HC7024 $ 181 $ 10.20 22.4 38CK02430/31 VCD030 185 $ 10.00 22.4 38CK02430J31 V1024+NTXV.TDR 185 $ 173 10.00 11.00 22.6 38CK02430/31 HV1024+NTXV+TDR $ 173 11.00 23.0 23.0 38CK02430/31 38CK02430/31 VC4030+NTXV $ 184 10.50 23.4 38CK02430/31 HC2030+NTXV VC4030+TXV $ 184 $ 10.50 23.4 38CK02430/31 HC2030+TXV 189 $ 189 10.20 23.4 38CK02430/31 38CK02430/31 HVC4030+TXV $ leg 10.20 10.20 23.4 23.4 38CK02430/31 VC4030 HC2030 $ 193 $ 80.00 23.4 38CK02430/31 HVC4030 193 $ 193 10.00 10.00 23.4 38CK02430/31v1030+NT%V4TDR 38CK02430131 $ 177 11.00 23.4 23.6 38CK03030/31 HV10304NTXV.TDR VC4030+NTXV $ 177 10.00 23.6 38CK03030/31 HC2030+NTXV $ 220 $ 22 10.50 28.0 38CK03030/31 VC4030-TXV $ 2266 10.50 70.20 28.0 38CK03030/31 38CK03030/31 HC2030+TXV $ 226 10.20 28.0 28.0 38CK03030/31 HVC4030.Txv VC4030 $ 226 10.20 28.0 38CK03030/31HC2030 $ 231 $ 10.00 28.0 38CK03030/31 HVC4030 a 231 $ 10.00 28.0 38CK03030/31 VCD030 231 $ 231 10.00 28.0 38CK03030/31Ht030.NTXV+TDR 38CK03030/31 $ 213 10.00 11.00 28.0 28.4 38CK03030/31 V1D30.NTXV+TDR HV1030.NTXV.TDR $ 215 $ 11.00 28.6 38CK03030/31 VCD036 215 $ 11.00 28.6 38CK03030131V1036.NT1N.TDI7 236 $ 225 10.00 28.6 38CK03030/31 HV1036.NTXV+TDR $ 225 11.00 18.00 30.0 30.0 38CK03030/31 38CK03030/31 VC4036+NTXv $ 236 10.50 30.0 38CK03030/31 HC2036+NTXV VC4036+TXV $ 236 10.50 30.0 30CK03030/31y C6036.TXV $ 243 $ 243 10.20 30.0 38CK03030/3t HC203647XV $ 243 10.20 10.20 30.0 38CK03030/31 38CK03030/31 HVC4036+TXV $ 243 10.20 30.0 30.0 38CK03030/31 VC4036 VC6036 $ 2d8 10.00 30.0 38CK03030131 HC2036 $ 248 $ 10.00 30.0 38CK03030/31 HVC4036 248 $ 248 10.00 30.0 38CK03630J31 38CK03630/31 VCD036 $ 274 10.00 10.00 30.0 33.2 38CK03630/31 VCD042 Vt036+NTXV4TDR $ 276 $ 10.00 33.4 38CK03630131 HV1036.NT%V4 TDR 254 $ 254 11.00 33.8 38CK03630/31 VC40364NTXv $ 266 11.00 33.8 38CK03630/31 HC2036+NTXV $ 266 10.50 33.8 38CK03630131 VC40364Txv $ 10.50 33.8 273 10.20 33.8 For explanation of FOOTNOTES; " WAS-; " ; 'V; -+- see page 8. -' Average National Annual Cost of Operation. 06/22/ 99 X14'2 FRO inda�•"Ce ar ill mes-Se'tf1TO "`�"`' '"919169733948"-P--02 1 Pacific, Inspection and Research Laboratory, Inc. 4076 - 148th Ave. NAL iPedmond, WA 480$2.5165 (206) 881-7668 �fIERMAL PERFORMANCE TEST REPORT SUMMARY TEST REPORT: PIRL File Na. 90-720 TEST DATE: 10/26/90 CLIENT: window visions SERIES/MODEL= window Visions Cedar Casement Window with .Foird Looe E and Argon TEST METHOD: AAMA 1503:1=$$ TEST SAMPLE SIZE: 36" wide by 4$" high. CONFIGURATION - NOMINAL sIZE3 XX - 3040 FRAMES All structural members were milled from clear cedar. WEATHERSTRIPPING: A foam core weatheeseal was located around the entire perimeter of the edge of each vent and also around the entire perimeter of the exterior face of each ve+Iat opening. GLASS: 3/4" overall insulating glass consisting of two panes of double strength glass separated by a 1/2" nominal aluminum spacer with N internal desiccant was used throughout the -test sample. A Ford "Sunglas URN Low E coating was used on the.third glass surface. The .air space between the panes of each lite was reportedly injected with argon gas by the manufacturer: TEST RESULTS: 1. Air Infiltration at.57 ' psf (15 mph) . 02 cfm/f t of C.L. 2. U thermal transmittance heat transfer 2o .30 e8efficient, due to conduction (STU/hr-ft - F) This is a summary of the test and results. Refer to PIRL Report No. 90-720 for complete test data and description. r �isE Iw RonaldWeisel, P.E. Vice President Rjw : mh , it. R11014'>1 //(1C1 14egs l/erf�c% 0 [�.•��► i. CONSUU1fVG, ENGINEERS - Fprr,-tiSICS • PrMUCT TeSTING -6RT�P A N C C 110 Mandatory Measures Checklist: Residential MF-1 R Certificate of Compliance: Residential Climate Zone 11 NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all. parties as binding minimum component perf6nnance specifications for the mandatory measures whether they are shown elsewhere in the dobuments or on this checklist only. project Title Building Permit M DESCRIPTION DESIGNER ENFORCEMENT prejectAddrm Checked By / Date Building Envelope Measures - Documentation Author TelephoneFlttoroartetu Agency Use Only • §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R-Value. Fenestration • §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). B L91DING DATA Area % • §150(d): Minimum R-13 raised floor insuiation in framed floors; minimum R-8 in concrete raised floors.North Conditioned Floor Area Number of Stories §150(1): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate noEast Slab/Raised Floor Number of .Units greater than 20 oermvinch. South §118: Insulation soecifred or installed meets California Energy Commission quality standards. [ j Single Family Detached (SFD) (] Addition Alone West Indicate type and form. Single Family Attached (SFA) [ ] Existing Building Skylighta. §116-17: Fenestration Praductss, Exterior Doors and InfiltratioNExfiltration Controls(] [ j Muld-Family (NM(] Existing-Plus-Addition Total Doors ano windows between conditioned and unconditioned spaces desioned to limit air leakage. b. Manufactured fenestration products have label with certified U-value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. B UU,DING SHELL INSULATION §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §'.50(x: Special infiltration barrier installed to comply with §151 meets Commission quality standards. Component Insul3Co11 Lxatlot>ffamme.-!ts §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs Type R-Value (hale, to garage, Dag 2 . etc.) 1. Masonry and factory-built fireplaces have: a. Closeable metal or glass door Roof ............. b. Outside air intake with damper and control Roof c. Flue damper and control ...........» Wa 2. No continuous, burning gas pilots allowed. .............. Space Conditioning, Water Heating and Plumbing System Measures wau ............. Floor""""""' §110.13: HVAC equipment. water heaters, snowerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. Floor """"""• §150(j): Pipe and Tank Insulation Slab Edge ....: 1. Indirect not water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or areater) or comoined intenouextenor insulation (R-16 or greater). FENESTRATION Shading Devices 2. First 5 feet of pipes closest to water heater tank, non-recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. Eenestrahon AIC3 �,�s iIliCCrlOf EJCLCIlO! Type pe OV@rtlafl FIdIIl1I1 $ g TyjW 4. Cooling system piping oelow 55OF insulated. O17enC3tiOA (Sf) (single, double) (,roller blind etc.) (shKt=C Irt, etc-) (yea/no) (metal/wood) 5. Piping insulated between heating source and indirect hot water tank • §150(m): Ducts and Fans NorTh 1. Ducts constructed. insoled and seared to comply with UMC Sections 1002 and 1004: duan insulated North to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. ( East ( ) 2. Exhaust tan systems nave backdrah or automatic dampers 3. Gravity venutadno systems serving conditioned space have either automatic or readily accessible. East ( ) manually operated campers... SOULh §114: Pool and Spa Heagng Systems and Equipment SOU Ll1 ( ) 1. System is certifieo with 78% thermal efficiency, on-orf switch, weatherproof operating instructions. no electric resistance neating and no odot light. West ( ) 2. System isinstailedwith: West ) a. At least 36' ape oetween filter and heater for future solar heating. Skylight....... b. Cover for outdoor pools or outdoor spa. 3. Pool system nas cirectionai inlets ano a circulation dump time switch. I THERMAL MASS §115: Gas-iireo central furnace. pool neater, spa neater or housenold cooxino appliance nave no Type/Coyenrg Area T'hicicneSS continuously bunng prior uaht. (Exception: Non erectncal cooking appliance vim pilot c 150 Stu/hr.) (slab/exposed. tile, etc.) (Sf) (inches) Location/Description (kitchen, bath, etc.) Lighting Measures , §150(k): 40 lumenswan or greater for general lighting in kitchens and moms with water closets: and _ recessed ceiiino fixtures iC (insuiauon coven approved. COMPUANCE STATEMENT This certificate of compliance lists the budding features and performance specifications needed to comptywith Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certifeate has been signed by the 11 VAC SYSTEMS ;Viinimum Duct individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be butt in multiple Type (Furnace, air Efficiency Location Duct Heat Pump orientations, any shading feature that is varied is indicated la the Special FeatlueslRemarf¢ erection conditioner, heai numb) AFWF,SEER,HSPF) (attic, etc.) R.-Value Thermostat Tyne (split ) Designer or Owner (roar Business a professions, code) Documentation Author - or nkg Name: Name: Tide/Fmn: Title/Firm: Address: Address: Telephone: Telephone: s. 2 I L G 3 s f IIOT WATER SYSTEMS (Signature) (date) (signature) (date) T� System Type (storage gas, etc.) Capacity Number Energy Factor R Value Ext- Tank In.&. i)-i ctrl hnYi nn Enforcement Agency Name: Title: Agency: ) SPECIAL FEATURES/REMARKS Telephone: (signaturewstamp) (date) Point System Summary: Climate Zone 11 1. Ceiling Insulation -4 or Sum 7-9 10. Heating System R -value (381 U -value [0.0281 2. Wall Insulation -5 -4 or Duct Eft. (1 story: Effective AFUE Fl -value (191 U -value 10.0651 3. Raised Floor Insulation or HSPF or 11. Cooling System x R -value (191 U -value [0.0371 4. Slab Edge Insulation SEER (10.0( or Eftecnve SEER Zona4C.;Z W R -value 101 F2 fa= [0.751 6. Infiltration Any Ducts in Unconditioned Space? ( Y / N) [Y] 6. Fenestration Heat Loss R-15 -4 -3 System 1 R•19 Type U -value (0.651 Total % Fenes. 1161 7. Fenestration Heat Gain % Fenestration SCshade open Eff. % Fenes. North x = East x = South X West x Skylight x = Overhangs? ( Y / N S. Interior Thermal Mass or % Exp. Slab 1201 Int Mass/CFA 9. Exterior Walt Mass Shade Eft. Ratio Point Scores Sum 1.6 1. Ceiling Insulation Ext Wall Maas -4 R•value Sum 7-9 10. Heating System x = -27 R-19 -5 -4 AFUE or HSPF Duct Eft. (1 story: Effective AFUE Zonal Control R-38 [78% or 6.81 0.63: 2+ story: 0.881 or HSPF Adjustment 101 11. Cooling System x = or Family Family Muuti- SEER (10.0( Duct Effic. 11 sorry: Eftecnve SEER Zona4C.;Z W -72 -57 -43 0.81; 2+ story: 0.871 -7 -6 Adjustment 101 12 Water Heating -5 -4 -3 R-15 -4 -3 System 1 R•19 0 0 0 R-21 Heater Type Energy Factor Ext Ins. R -value Auxriiary Input Distribution 1SG501 [0.531 (121 )None( [STDI System 2 R -value One Two Three R-0 Heater Type (Nonel Energy Factor Ext ins. R -value Auxiliary Input Distribution R-19 0 0 0 R-30 Pont Total: 1. Ceiling Insulation 4. Slab Edge Insulation Numoer of Stones R -value One Two Three R-0 0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss 7. Fenestration, Heat Gain (based on Shade Ettectrveness Ratio) EN Number of stones -4 R•value One Two Three" R-0 -74 48 -27 R-19 -5 -4 -2 R-30 -1 -1 0 R-38 0 0 0 2. Wall Insulation or to to or or Single- Single - or to to or Family Family Muuti- R-value Detached Attacted Famlfv R-0 -72 -57 -43 R-11 -7 -6 -4 R-13 -5 -4 -3 R-15 -4 -3 -2 R•19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation .10 -7 Insttiation in Flow -23 -16 Number of stones •55 R -value One Two Three R-0 -14 -9 -5 R-11 -3 .2 .1 R-19 0 0 0 R-30 2 1 -21 4. Slab Edge Insulation Numoer of Stones R -value One Two Three R-0 0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss 7. Fenestration, Heat Gain (based on Shade Ettectrveness Ratio) EN Nord -4 EastSouthWert -2 -21 -20 -15 skyligIn % .87 .67 .52 St .87 .67 .52 .51 .87 .67 S2 .51 .87 .67 .52 .51 .67 .66 Fen- or to to or or to to or or to to or or to to or or or estra- more .86 .66 less more .86 .66 less more .86 .66 less more .86 .66 less more less 18% -5 -4 .3 -2 -21 -20 -15 -12 -26 -23 -16 -12 -36 -32 -23 -16 -75 -50 16% -4 -4 .2 .1 -18 -16 -13 -10 -21 -19 -13 -9 .31 •27 .19 -14 -65 -44 141. -4 -3 .2 -1 -14 -13 -11 .8 -16 .14 .10 -7 -26 -23 -16 -11 •55 •38 12% -3 -2 .1 -1 -11 -10 -8 -6 -12 -10 -7 -4 -21 .18 .13 -8 .46 .31 11% -2 -2 .1 0 -10 -9 -7 -6 -10 -8 -5 .3 -19 -16 .11 .7 -41 •28 109: -2 -2 1 0 -8 -8 -6 -5 -8 .7 .4 .2 .16 .14 .9 •6 •37 -25 9% '-2 -1 t 0 -7 -7 -5 .4 -6 -5 -3 -1 -14 -12 -8 -5 -32 -22 8Y. .1 .1 .1 0 -6 -5 -4 -4 .4 •4 .2 0 -11 -10 -6 -4 -28 -19 7Y. .1 .1 0 0 -5 -4 -4 -3 -3 .3 -1 0 .10 -8 -5 -3 -24 -17 6% -1 -1 0 0 -4 -4 -3 -2 -2 .2 .1 0 .8 •7 -4 -2 .20 -14 5% •1 0 0 0 -3 -3 -2 -2 -2 -1 0 0 -6 -5 -3 -1 -16 -12 4% 0 0 0 0 -2 -2 -1 -1 1 -1 0 1 -4 -4 -2 0 -12 -10 3% 0 0 0 0 •1 -1 -1 0 0 0 0 1 -2 -2 0 1 -9 -7 2% 0 0 0 1 0 0 0 0 0 0 1 1 0 0 1 2 -6 -5 1% 1 1 1 1 1 1 1 1 0 0 0 0 1 1 2 2 -3 -2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 5. Infiltration (Duct Air Leakage) Ducts In Unconditioned Space 0 No Ducts in Unconortioned Space 3 8. Interior Thermal Mass . Exterior .Method A. (Slab -on -grade Construction Only) Perces one 'LI-Value Two Three Exa>sed . Ston Pckg -25 or Stones Stories Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56..51 8 .46 .41 .36 .35 Percent or- to to to to to to to - to to to to to to to - or Fenestration more 130 1.20 1.10 1.00 .90 .80 .75 70 65 60 55 .50 .45 40 less SOY. -100 -76 -69 -62 -55 48 -41 -38 -34 -31 .27 -24 -20 -17 .13 .10 40% .77 -58 -52 -47 -41 -36 :30 -27 -25 -22 -19 -16 -13 -11 '-8 -5 35% -66 -49 -td -39 -34 -29 -25 -22 .20 -17 -15 -12 .10 -7 -5 -3 3001. -54 -40 -36 -31 -27 -23 .19 -17 -15 -13 -11 -6 -6 -4 -2 0 28Y. -50 -36 -32 -28 -25 -21 -17 -15 -13 -11 -9 -7 -5 .3 -1 1 260/. -45 -33 -29 -25 -22 -18 -14 -13 -11 -9 -7 -5 -4 -2 0 2 24% -41 -29 -26 -22 -19 -16 -12 -11 -9 -7 -6 -4 .2 .1 1 3 227. -36 -25 -22 -19 -16 -13 -10 -8 -7 -5 -4 -2 -1 1 2 4 20% -31 -22 -19 -16 -13 -11 -8 -6 -5 -t -2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -6 -t -3 -2 .1 1 2 3 4 6 16% -22 -14 -12 -10 -8 -6 -3 2 -1 0 1 2 3 4 6 7 14% -18 -11 -9 -7 -5 -3 .1 0 1 2 3 4 5 6 7 8 12% -13 -7 -6 -t -2 -1 1 2 3 4 4 5 6 7 8 9 I ay. -8 -1 .2 '• 1. 1 2 3 4 5. 5 6 7 8 8 9 10 811. -t 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 8. Interior Thermal Mass . Exterior .Method A. (Slab -on -grade Construction Only) Perces one Family Two Three Exa>sed . Ston Pckg -25 or Stones Stories 0 0 -3 3 .2 2 .1 10 S. -2 0.60 -1 8 -1 20 12 0 7 0 14 0 30 1.20 1 13 1 1.40 1 . 40 11 3 21 2 13 1 50 18 4 2.00 3 19 2 60 1. 5 0 3 7.4 2 70 4 6 2 4 1 2 80 7.6 8 7 5 4 3 90 95% 9 B.0 6 9 3 100 4 10 100% 6 8.5 4 11 9 Method B 2 +6 to Int Effective AFUE or HSPF Stab Floor less Raised Floor Mass +5 Stories more One Story House Stones Sum of 1.6 /CFA One Two Three One Two Three 0.0 -11 -8 -6 -1 -1 0 0.1 -10 -7 -6 0 0 0 0.3 79 4 -5 1 1 1 0.5 -8 -5 -4 2 2 2 1.0 -6 -3 -1 4 4 5 1.5 -4 .1 1 6 6 6 2.0 -2 2 4 8 8 8 2.5 1 3 5 9 9 9 3.0 3 '6 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior -Wall Thermal Mass . Exterior Single- Single-. Mini Well Family Family Family Mass Detacted Anacned Pckg -25 or 0.00 0 0 0 0.20 3 3 2 0.40 7 S. 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1.20 17 13 10 1.40 .18 14 11 1.60 21 17 13 1.80 23 18 14 2.00 24 19 14 10. Heating -System Houses With Ducts (R4.2) Water Massing clan SEER Houses With Ducts (R41) 1000 Sum of 7-9 -17 .5 Spin, Pckg -25 or Sum of 1.6 +6 to 16 or Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or - NSPF HSPF less -15 •5 +5 +15 more 78% 6.8 6.6 0 0 0 0 0 0 W% 7.0 6.8 1 1 1 1. 0 0 85% 7.4 7.2 5 4 3 2 2 1 90Y. 7.8 7.6 8 7 5 4 3 1 95% 8.3 B.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 +6 to 16 or Effective AFUE or HSPF AC less -15 (AFUE or HSPF x duct efficiency) +5 Effective more One Story House Sum of 1.6 0.93 -17 Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or 6.8 HSPF t1SPF less -15 -5 - +5 +15 mons One Story House 7.8 -1 0 0 0 0 33% 2.9 - Z8 -62- -53 -44 -34 -25 -16 401Y. 3.5 3.4 -40 -34 -28 - -22 -16 -10 5001. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 -3 •2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 707. 6.1 5.9 6 5 4 3 2 1 80Y. 7.0 6.8 13 11 9 7 5 3 90%7.8 0 7.6 19 16 13 11 8 5 t00% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House -8 -3 0 7.0 6.8 33% 2.9 Z8 a .58 -48 -37 -26 -15 400/. 3.5 3.4 -46 -39 •32 -24 -17 -10 50% 4.4 4.2 -24 -20 -16 -13 -9 -5 60% 5.2 5.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1- 1 1 0 0 -80% 7.0 6.8 9 8 6 5 3 2 90% 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Commi Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 [1. Cooling System Adjustment for No Ta" 1--i-tion Numoer or Water Hess Water Heater Tvoe One Two SG50 -2 •5 . SG75 .3 -6 SE -5 -9 HP -2 -4 Bouse Shia Adjustment Hasa Size (it') subtotal Houses With Ducts (R4.2) Water Massing clan SEER Poria Score 1000 Sum of 7-9 -17 .5 Spin, Pckg -25 or -24 to -14 to -4 to +6 to 16 or AC AC less -15 -5 +5 +15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 0 4. Effective SEER SG73 .All 0.48 -2 (SEER z duct efficiency) -7 -2 Eft SEER 038 3 Sum of 7-9 -1 4 Split Pckg -25 or -24 to -14 to .4 to +6 to 16 or AC AC less -15 .5 +5 +15 more One Story House 0.93 -17 -0 .13 5.0 4.9 -29 -23 -17 -11 .4 0 6.0 5.8 -16 -13 -9 -6 -2 0 7.0 6.8 -7 -6 -4 •3 -1 0 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 12.0 11.6 15 12 9 6 2 0 13.0 12.6 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House .1 -3 5.0 4.9 -35 -27 -20 -13 .5 0 6.0 5.8 -21 -17 -12 -8 -3 0 7.0 6.8 -11 -9 -7 -4 .2 0 8.0 7.8 -4 -3 •2 -1 -1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 12.6 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 .20 16 11 7 3 0 Adjustment for No Ta" 1--i-tion Numoer or Water Hess Water Heater Tvoe One Two SG50 -2 •5 . SG75 .3 -6 SE -5 -9 HP -2 -4 Bouse Shia Adjustment Hasa Size (it') subtotal Its 1000 Water Massing clan to Poria Score 1000 1499 a0 -17 .5 •25 •14 1 -20 -11 •3 -15 A .3 -10 -6 -2 .5 -3 -1 0 0 0 5 3 1 10 6 2 15 9 3 20 11 3 25 14 4 House Size Adjustment House Size (r) subtotal 1500 2000 WaterHntirig to or Post Stare 19% more -30 0 3 -25 0 2 •20 0 2 -15 0 1 -10 0 1 .5 0 0 0 0 0 5 0 0 10 0 1 15 0 •1 20 0 -2 25 0 -2 Zonal Convoi Adjustment All 6 5 4 2 1 0 12- Water Heating One Water Heater - No AsaciII- 7 Ctrdlts Dlmmlaon Sytasrt2 Rees Syatems Water Mauves Ertsgy SM HWR Pipe No Tlttwr Oarnd Heater Tvoel Zones Factor POU Insul tat SG50 All am 0 3 1 -0 -S 0 0.63 S 8 6 -4 0 S 0.73 a 11 9 0 4. 8 SG73 .All 0.48 -2 1 -1 -12 -7 -2 038 3 6 5 -S -1 4 OSB 7 10 8 -1 3 7 SE At 0.67 -20--12 -17 -41 32 -19 0.93 -17 -0 .13 .38 .-28 .-18 IG' All 0.80 2 - S 3 IE All 0.93 -21 -12 HP 6-11,13,15 im 4 7- S S -1 4 Two Watar Harms - No A=Ulary Credits SG50 All am -7 .4 -6 -17 -12 -7 0.63 1 S 3 -8 -4 1 0.71 6 to 8 -2 2 7 SG -13 Aa 0.48 -12 -9 -11 -22 -17 -12 038 •1 3 0 -11 -6 -1 0.68 6 9 7 -4 1 6 SE Ail 0.87 -22 -14 -19 46 -35 -22 093 -16 -7 •12 -39 •28 •15 iG At 0.80 .4 .1 -3 IE At 0.93 -21 -12 HP 6-11.13.15 1.80 .1 3 1 -to 4 0 . No w REMODEL & DECK ADDITION FOR: MARK & MARY WEGENER SITE PLAN SCALE: NTS ©r- Fm ^ Fm IT SCALE: NTS a 14955 COUTOLENC RD NORTH PROJECT INFORMATION OWNER MARK WEGENER ADDRESS STREET NO. 14955 COUTOLENC ROAD CITY,IP CODE, MAGALIA, CA 95954 COUNTY BUTTE LoT/APN No. PN: 065-540-003 OCCUPANCY TYPE: R-3 SEISMIC ZONE: THREE ZONING: TM -5 SEPTIC SYSTEM: PRIVATE WATER- CITY/WELL PRIVATE SQUARE FOOTAGE CONDITIONED AREAS: SO. FT. ADDITION 312 W W In m W TOTAL CONDITIONED 312 4 NON -CONDITIONED GARAGE W PATIO/DECK 1034 COVERED DECK MISCELLANEOUS BALCONY TOTAL NON -CONDITIONED 1 1034 SHEET INDEX T-1.0 TITLE SHEET TYPICALNOTES O S -1-Q PLANS Wt0 im2.0 DETAILS Zp0 W Q 1402 SkyNmy N.0 1303 PerMi3e. CA 55569 RN1. 576671-1613 f� LV -V$-" C.—It-t'3 Se.1 Mark Wegener,PE Structural Consultant ri �4 �r7j CIYI�,Yl''. !If CAl\f N.. Ci M/RENS.NS TATE RR.JEC1 NO, WE648M .RNNN K: E F17E DEGMTr 611 .HE.NE1 .Y. MN $CALF: 711ET ME TITLE SHEET T1. NM: T1.0�T1.0. Z U O Wt0 Zp0 W Q R �YWU W O J t b Z-1Vi W W In m W 0 4 W RR.JEC1 NO, WE648M .RNNN K: E F17E DEGMTr 611 .HE.NE1 .Y. MN $CALF: 711ET ME TITLE SHEET T1. NM: T1.0�T1.0. 31N• DOWN Z +� �>r�, � ,f,•s.3.ti` spa v:#.'.� r,.... a'spz�. ae=A:ry. Sc:. SEQUOIA O G :. EXISTING HOUSE DOWN DOWN 1112Al2 DOWN 1T-0" CONCRETE DRIVEWAY 5'-0'-1 M. "sir-�r.�;w x,. =�•. MH^�.urex -- yf.^�e!+`.y�+!+`.i'z�'ar,+san ,-.+ .. 2xiPTDF LEDGER w/1id0 12" o.c. 2x8 PTDF h EXISTING HOUSE DECK PLAN WEGENER RESIDENCE SCALE: 1/4"- V-0" 14955 COUTOLENC ROAD MAGALIA, GA - ---------------------- ---------- s--------- -- ----� L L tRM uN, g � I newriuT RI.M i M""U"11 FIRST FLNR ►UR �]kx laxiaJ 51-8• 1010'�I CONCRETE DRIVEWAY RORTM FRAMING PLAN SCALE: 1/4"- V-0" 4x6-6'-0"SPAN 4 X 4 POSTS @ i' O.C. MAX. 36" HIGH HAND RAIL 2' MAX. HIGH POST UNDER DECK PT PC O t 9402 Skym Sine* 1995 '.. U1 W Pali,., G 95M1 320- 0 h R"n. m9 -m -4f Fw Saanc-W w TEO C"neult"nt'a Sul r,P_E_,, ark.,:WeAene61/4" 1 2��.. Structurol'''Consul o 15-0 1/2" STEPS DETAIL _ Y EQ M. ]HIM rt w. MHM rt 2x6 2X4 '. 1U. MUES/RMSMlS MTEIT J41 jDFBm � 2x2 � < Z U 0 RAILING DETAIL W I- o zpo W � oaU 4'8' 5-0" c IY Z 15-0• WUw 51-8• 1010'�I CONCRETE DRIVEWAY RORTM FRAMING PLAN SCALE: 1/4"- V-0" 4x6-6'-0"SPAN 4 X 4 POSTS @ i' O.C. MAX. 36" HIGH HAND RAIL 2' MAX. HIGH POST UNDER DECK PT PC 5"' MIN. ""'T W1.: WGMM�9T MUWN M K GATE: W[CJ rM *Ecwb BY: MW SC E: SHOT ME: PLANS 12" fli i PIER FTG DETAIL .O O t w4ao0 z U1 W 320- 0 h 011 w 5"' MIN. ""'T W1.: WGMM�9T MUWN M K GATE: W[CJ rM *Ecwb BY: MW SC E: SHOT ME: PLANS 12" fli i PIER FTG DETAIL .O 6402 S" Sin* 1985 hn4iee, CA 95969 RWn 53"77-0144 1. 531-176-4115 C.-It-M'a Se.l Mark Wegener,PE Structural Consultant I' �!`J�y WEC[f• f .r.IhIM x. � CMV or cAlT1{! No. SSUES/11ENSM15 DATE STRUCTURAL ABBREVIATIONS STRUCTURAL SYMBOLS STRUCTURAL MATERIALS GENERAL NOTES O ATID Upt INSIDE DIAMETER ��7�T-1��T� GENERAL w U< Z NUMBER OR POUNDS IN (") INCH MATCH UNE �� NATIVE SOIL (EARTH) ��11 1. NOTES AND DETAILS ON THIS SHEETTYPICAL AND OTHER ICAL DETAIL SHEETS W W Q INT INTERIOR O SHADED PORTION IS SIDE CONSIDERED IJ.I11J�.L.1 SHALL APPLY UNLESS OTHERWISE SHOWN OR NOTED ON PUNS. AB AC ANCHOR BOLTS ASPHALTIC CONCRETE JST JOIST 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME ADDNL ADDITIONAL JT JOINT WORK POINT, CONTROL POINT�� COMPACTED SOIL (FINISH GRADE) NATURE AS SHOWN FOR SIMILAR CONDITION. AFF ABOVE FINISH FLOOR JH JOIST HANGER OR DATUM POINT 3. CONSTRUCTION SHALL CONFORM TO THE 2001 CALIFORNIA BUILDING CODE. AGG ALT AGGREGATE ALTERNATE LLH LONG LEG HORIZONTAL SAND/MORTAR/PLASTER 4. THE CONTRACTOR SHALL RESPONSIBLE FOR ADEQUATE DESIGN AND LLV LONG LEG VERTICAL A R CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED. ALUM APPROX ALUMINUM APPROXIMATE LS LAG SCREW GRID LINES 4 2 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, BUILDING ARCH ARCHITECTURAL LT WT LIGHT WEIGHT LOCATION, ETC., ON THE JOB. LG LONG �. ' CONCRETECAST-IN ( i. CONTRACTOR SHALL NOTIFY THE DESIGNER AND ENGINEER WHERE BLDG BUILDING LWC LIGHT WEIGHT CONCRETE BUILDING SECTION .� ., PUCE OR PRECAST)A THE CONTRACT DRAWINGS OR ANY 'It NFUCT 'OCCURSCONTRACTOR ."•cc.=,. ,.. ,,.-Y^: - ?'s..c? .. ,"�� 5-r !k"":'"""+' .).� t.•<:i.; , . f <-s;'!-r •. ;..:. fro DOCU NTS:' CONTRACTOR- I j NOT To ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE IUILDIJIG THAT IS IN CONFLICT UNTIL CONFLICT 4 SHEET WHERE DRAWN W/DISbIPLINE PREFIX '- iCKG "`YtOCRING "�.- MB MACHINE BOL CONCRETE BLOCK CMU) IS RESOLVED WITH THE AFFECTED PARTIES. BM BEAM MCJ MASONRY CONTROL JOINT C_L_GL/_LI BN BOUNDARY NAILING MECH MECHANICAL BOC BOF BOTTOM OF CONCRETE BOTTOM OF FOOTING MEZZ MEZZANINE WALL SECTION ® WOOD FRAMING THRU MEMBER FOUNDATION BOTi. BRIG BEARING MIN MISC MIW MINIMUM MISCELLANEOUS MALLEABLE IRON WASHER / A \ SECTION LETTER 4. SHEET WHERE DRAWN W/DISCIPLINE PREFIX FOUNDATION DESIGN BASED ON ASSUMED SOIL PARAMETERS. 2. ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN IS 1500 PSF (DL+LL). BRC ►L BEARING PLATE MTL METAL WOOD FRAMING INTERRUPTED A ONE-THIRD INCREASE FOR SHORT TERM LOADING (WIND OR SEISMIC) IS PERMITTED. BTW BETWEEN MU MECHANICAL UNIT 7 DETAIL NUMBER MEMBER 3. FOOTINGS SHALL /EAR ON FIRM UNDISTURBED NATIVE MATERIAL OR COMPACTED cc CENTER TO CENTER NIC NOT IN CONTRACT e SHEET WHERE DRAWN W/DISCIPLINE PREFIX ENGINEERED FILL CIP CAST IN PUCE NOM NOMINAL 4. EXCAVATIONS SHALL BE CLEAN OF ALL DEBRIS. STANDING WATER SHALL BE CJ CONTROL JOINT NTS NOT TO SCALE PLYWOOD REMOVED. CTR CL CENTER CENTER LINE (N) NEW 7 ELEVATION NUMBER FRAMING ELEVATION 5. ALL FOOTINGS MAY BE FORMED OR PLACED IN NEAT EXCAVATIONS WITH CLG CEILING OC ON CENTER 4• SHEET WHERE DRAWN VERTICAL SIDEWALLS TO DIMENSIONS INDICATED AND FREE OF DEBRIS. CLR CLEAR OD OUTSIDE DIAMETER 6. ALLOWABLE LATERAL SOIL BEARING PRESSURE USED FOR DESIGN OF PIER CMU CONCRETE MASONRY UNIT OPG OPENING (WHERE OCCURS) FOOOTING IS 1000 PSF (LATERAL LOAD) WITH ONE-THIRD CONIC OPH OPPOSITE HAND REINFORCING INCREASE FOR SHORT TERM LOADING (WIND OR SEISMIC). CONN CONCRETE CONNECTION 7. NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF PLACING CONCRETE FOR CONSTR JT CONSTRUCTION JOINT PC PCC PIPE COLUMN PRECAST CONCRETETHE FOUNDATIONS. REINFORCEMENT DEVELOPMENT LENGTHS: REINFORCEMENT LAP SPLICES: CONT CP CONTINUOUS COMPLETE PENETRATION PER► PERPENDICULAR PLATE (LENGTH IN INCHES) (LENGTH IN INCHES) DBL DEPR DET DOUNLE DEPRESSED DETAIL PL PLYWO PSF PSI PT PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED 2500 REINFORCED CONCRETE 'AT=28 DAYS 51 REINFORCED CONCRETE f AT=285DAYSSI REINFORCEMENT SIZE REINFORCEMENT SIZE REINF CONCRETE k REINFORCING STEEL 1. THE MINIMUM 29 DAY STRENGTH AND TYPE OF CONCRETE SHALL BE AS DF DIA, (i) DOUGLAS FIR DIAMETER RADIUS REINF LOCATION 3 LOCATION 3 N4 N5 NG N7 NB N9 N70 N11 N4 /5 N6 N7 Nt N5 N10 N11 FOLLOWS: SW -ON -GRADE ....(150 PCF Tc = 2500 PSI DIAG DIAGONAL R REINF REINFORCING GR40 GR40 •....' .....::................................... FOUNDATIONS •••• ••••(150 PCF; 1'c = 2500 PSI DIM ON DIMENSION DOWN REO'D REQUIRED TOP REINFORCING 1i 36 45 54 79 90 101 113 124 ALL 23 47 5f 70 103 117 131 147 1G1 2. NON -SHRINK GROUT UNDER STEEL BASE PLATES SHALL HAVE A MINIMUM DO DITTO OTHER 23 47 58 70 103 117 131 147 161 30 61 75 91 134 152 170 191 209 COMPRESSIVE STRENGTH OF 7000 psi AT 28 DAYS. DWG DRAWING SAD SEE ARCHITECTURAL DRAWINGS (E) EXISTING SIM SJ SIMILAR SHRINKAGE JOINT REINFORCED MASONRY (CONCRETE BLOCK) REINFORCED MASONRY (COINCRETE BLOCK) 3. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR COVERAGE. CONCRETE COVERAGE EA EACH SJT SEPARATION/SEISMIC JOINT SHALL BE AS FOLLOWS, U.O.N. ON DRAWINGS: EF EACH FACE SLH SHORT LEG HORIZONTAL REINFORCEMENT SIZE REINFORCEMENT SIZE REINF CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS) .............. 3" EMIT EMBEDMENT SLV SHORT LEG VERTICAL REINF LOCATION 3 LOCATION 3 N4 NS Ni N7 Nt N{ N10N11 CONCRETE EXPOSED TO GROUND BUT PLACED IN FORMS ............................... 2" EN EDGE NAILING SMS SHEET METAL SCREWS N4 NS N6 A7 Nf Ni N1D N11 GR40 TIED COLUMNS (MAIN BARS)............................................................................. 2" EW EACH WAY SOG SLAB ON GRADE GR40 BEAMS (TOP BARS) ................................ 1 1/2" EJ EXPANSION JOINT SP STRUCTURAL PLYWOOD ALL ti 25 31 37 43 49 55 61 68 ALL 29 38 47 Si 65 ' " ' BEAMS (ALL OTHER MAIN REINFORCING)......................................................... 2" EL ELEVATION SO SQUARE SPIRAL COLUMNS (TO F.O.SPIRAL REINF)................................................... 1 1/2" EOS EDGE OF SW SS STAINLESS STEEL NOTES: WALLS (EXTERIOR FACE).............................................................................1 1/2" EO EQUAL STD STANDARD 1. TOP REINFORCING IS HORIZONTAL REINFORCEMENT THAT WALLS (INTERIOR FACE)................................................................................. 3/4" EXP B EXPANSION BOLT STL STEEL HAS MORE THAN TWELVE INCHES OF CONCRETE PLACED (ON FORMS) Y DECK...................................................................3/ EXT EXTERIOR SYM SYMMETRICAL BELOW IT. 2. EPDXY COATED BARS INCREASE DEVELOPMENT AND UP SLABSSLA SLS (ON GROUND).............................................POSITISITION IN CENTER OF SLAB T 24 TITLE 24 CALIFORNIA CODE LENGTHS 50%. 4. A) ALL BARS SHALL HAVE A MINIMUM SPLICE UP PER TABLE FF FINISH FLOOR TFJH TOP FLANGE JOIST HANGER "REINFORCEMENT LM SPLICES" ON THIS SHEEP UNLESS OTHERWISE FG FINISH GRADE T&G TONGUE AND GROOVE CARPENTRY NOTES: NOTED. FHWS FLAT HEAD WOOD SCREW THK THICK B) SLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0' FN FIELD NAILING T.O.C. TOP OF CONCRETE 1. ALL WOOD SILLS TO BE 2XPRE DOUGLAS FIR ,BOLTED TO CONCRETE APART. FND FOC FOUNDATION FACE OF CONCRETE T.O.F. T.O.P. TOP OF FOOTING TOP OF PLYWOOD OTHERWISE. UNLESS NOTED OTHERWISE. WALLS. PER 1T WHERE T 1 R W AND 2x4 • 16' OC ATEXTERIOR { • 1 G' OC AT IN ER 0 ALLS-PAN. HALL 1E 2XW 1 NOTED ALL STUDS 5BEAMS WHERE OTHERW SE C) SPLICE CONTINUOUS BARS IN SPANDRELS, GRADE BEAMS, WALL B ETC. AS S TOP BARS AT MID -SPAN. BOTTOM MRS FOM F MASONRY FACE 0 MSO T.O.SUI TOP OF SUB 2. EXCEPT N RACED LENGTH OF R PACED THAT U B 3. PROVIDE CONTINUOUS 2XSTUD WIDTH BLOCKING BETWEEN STUDS AT MID -HT OF STUDS 0 SO S SUPPORT AT CENTERLINE SUPPORT (U.O.N.) FOS FACE OF STUD T.O.S. TOP OF STEEL STUDS DOES NOT EXCEED 10'-0" (BLOCKING OCCURS AT PLYWOOD JOINTS AND 3xFULL BLOCKING IS REQUIRED WHERE NAIL SPACING D WELDED REINFORCING SHALL CONFORM TO ASTM A706 FP FT (') FULL PENETRATION FOOT/FEET T.O.W. TOP OF WALL TUBE STEEL IS LESS THAN i" OC). 4. WHERE STUDS ABUT CONCRETE, FASTEN STUD TO SAME WITH 1/4"0 EXPANSION ANCHOR BOLTS (1 15/16" MIN EMBEDMENT) E) LAP VERTICAL REINFORCING IN WALLS AND COLUMNS. F DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FTG FOOTING TS TYR TYPICAL N 4'-0" O.C. MAX, 8" O.C. MIN (MIN 3 PER PIECE). FOUNDATION WITH THE SAME SIZE REINFORCING U.O.N. T&I TOP AND BOTTOM 5. LAP WALL PLATES AT CORNERS AND INTERSECTIONS. 5. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SUBS UNLESS GA GAUGE TN TOE NAIL i. PROVIDE 2XSOUD BLOCKING BETWEEN JOISTS OR RAFTERS OVER SUPPORTS. 7. FOR 2x JOISTS OR RAFTERS i 1/4" DEEP OR DEEPER, PROVIDE 2X3 CROSS -BRIDGING OR SOLID BLOCKING AT NOT OVER 10'-0' OC SPECIFICALLY DETAILED. GALV GALVANIZED LION UNLESS OTHERWISE NOTED AND AT NOT MORE THAN 10'-0" FROM SUPPORTS. AT EXPOSED CONDITIONS PROVIDE 2x FULL DEPTH SOLID ILOKING, GRADE AND 6. ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED A307 BOLTS. GL GLUE LAMINATED LUMBER LINO UNLESS NOTED OTHERWISE ME TO MATCH JOIST. BOLTS WITH UPSET THREADS ARE NOT PERMITTED. OWN GYPSUM WALL BOARD 8• BOLT HOLES IN WOOD SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF OF 1/16' URGER THAN THE BOLT DIAMETER. 7, REINFORCING BARS: ASTM A615, GRADE 60 DEFORMED BILLET STEEL BARS, PLAIN VERT VERTICAL 9. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED AT COMPLETION OF JOB OR WHEN FINISH IS APPLIED. FINISH UNLESS OTHERWISE INDICATED. NO. 3 BARS: ASTM A615, GRADE 40, HAS HEADED ANCHOR STUD 10. BOLT WOOD NAILERS TO STEEL BEAMS OR COLUMNS WITH 1 1/2'0 STUD BOLTS 0 2'-6' O.C. (STAGGERED IF NECESSARY) DEFORMED LOW ALLOY STEEL BARS, PLAIN FINISH. HDR HEADER WD WOOD 11. BEAMS, JOISTS, AND RAFTERS, (4X AND SMALLER) NOT EXPOSED, SHALL BE DOUGLAS FIR (LARCH) No. 1 OR BETTER UNO. HK HOOK WSA WELDED STUD ANCHOR FABRIC 12. NON-STRUCTURAL LIGHT FRAMING (4X AND SMALLER) SHALL BE DOUGLAS FIR (LARCH) No. 2 STEEL HORIZ HSI HORIZONTAL HIGH STRENGTH BOLT WWF W/ WELDED WIRE WITH 13. STUDS SHALL BE DOUGLAS FIR (LARCH) No. 2 AND BETTER UNO. 1. FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH 14. BEAMS AND POSTS (URGER THAN 4X) SHALL BE DOUGLAS FIR (LARCH) No. 1 LINO. 15. GLULAMINATED LUMBER NOT EXPOSED SHALL BE 24F -VB DF/DF. CAMBER SHALL BE STANDARD CAMBER FROM MILL UNLESS THE LATEST EDITION OF THE A.I.S.C. OTHERWISE NOTED ON PUNS. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 12X AT TIME OF FABRICATION U.O.N. 2. TUBE STEEL SHALL CONFORM TO ASTM A500 GRADE ■ (Fy-46ksi) 16. LIGHT GAGE FRAMING HARDWARE CALLOUTS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE OIN ACCORDANCE 3. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 UNO. WITH CATALOG NC -2002. APPROVED EQUALS CONSIDERED FOR SIMILAR PRODUCTS WITH ICIO VALUES EXCEEDING THOSE PUBLISHED FOR SIM►SON STRONG -TIE• (ICBO, NER-413). 4. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNO. MACHINE APPLIED NAILING NOTE: 17. ROOF AND WALL PLYWOOD THAT IS NOT OTHERWISE NOTED SHALL BE 1/2" CD WITH EXTERIOR GLUE (5 PLY) 5. BOLT HOLES IN STEEL SHALL BE 1/16" LARGER DIAMETER THAN NOMINAL USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOISTE DEMONSTRATION FOR EACH WITH 84 NAILING AT i" OC EDGE AND 12" OC FIELD WITH EDGES BLOCKED WITH 3x4 FLAT. SIZE OF BOLT USED UNO. PROJECT AND THE APPROVAL BY THE PROJECT ENGINEER. 19. BOLTED LEDGERS: MAINTAIN 7 BOLT DIAMETER END DISTANCE • ALL BOLTED WOOD LEDGERS. 84: 0.131"1x2 1/2"; 104: 0.148"4x3"; 164: 0.162"0.3 1/2". 6. ALL WELDS TO BE E70XX ELECTRODES UNO. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. 19. COMMON WIRE NAILS TO BE SIZED AS FOLLOWS: 7. ALL FIELD AND SHOP WELDING SHALL HAVE CONTINUOUS INSPECTION MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAILHEADS A REGISTERED DEPUTY BUILDING INSPECTOR, SHALL BE BY THE ELECTRIC DESIGN LOADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF THE PERFORMANCE WILL BE SHIELDED ARC PROCESS, AND BE PERFORMED BY A CERTIFIED WELDER MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, APPROVED BY THE BUILDING DEPARTMENT. DEEMED UNSATISFACTORY. f. MINIMUM FILLET WELD SHALL NOT BE LESS THAN 1/2 THE THICKNESS REFERENCE CODE LATERAL LOADS OF THE THINNER MATERIAL. 2001 CALIFORNIA BUILDING CODE WIND: WASHERS PER 1997 CBC TABLE 16D: 5 PSF 1. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAGS BEARING AGAINST WOOD. FORCE PROCEDURE PER CBC SECTION 1630.2 2. INSTALLATION OF BOLTS, LAGS, SCREWS, k WASHERS SHALL BE IN DECK LOADS (TYR LION) SEISMIC -STATIC ACCORDANCE WITH CALIFORNIA BUILDING CODE. SECTION 2311. DEAD LOAD ................................. 21.0 PSF ZONE 3 (Z=0.3) 3. WASHERS SHALL BE SQUARE PLATE STEEL OR ROUND MALLEABLE IRON: LIVE LOAD ................................. 55.0 PSF (SNOW) SB SOIL PROFILE (ASSUMED) A. 1/2"0 BOLT.............................................2"X2"X3/16" No - 1.0 5/9"01OLT...............................................2 1/2"X2 1/2'X1/4" Nv = 1.0 CO. . 3/4"OBOLT...............................................2 3/4"X2 3/4"X5/16" C� .0.36 D. 7 8 4BOLT...............................................3 1/4"X3 1/4"X3/i �/BOLT-X3/8 - - Cv - 0.54 /4 X3/8" E. t .................. •••��•�� .....................3 3/4"X3 3/4 R = 2.2 (CANTILEVERED COLUMN) R 4. ALL EXPOSED WASHERS SHALL BE MALLEABLE IRON. 6402 S" Sin* 1985 hn4iee, CA 95969 RWn 53"77-0144 1. 531-176-4115 C.-It-M'a Se.l Mark Wegener,PE Structural Consultant I' �!`J�y WEC[f• f .r.IhIM x. � CMV or cAlT1{! No. SSUES/11ENSM15 DATE RNJECr N4.: WEG~ mAWN BY:K DATLKCltlRN7 CHESTO n': MW SHMEr TIRE: TYPICAL NOTES SHEET N{: S O • O Z O Upt < W a w U< Z WVw< OJ Wa�S0<< t W W Q f m rn W 3 O NWN I.L. RNJECr N4.: WEG~ mAWN BY:K DATLKCltlRN7 CHESTO n': MW SHMEr TIRE: TYPICAL NOTES SHEET N{: S O • O (13 SCALE:NTS ( OF UPPER ! SRUCE-y I-- CENTERUNE OF LOWER PLATE SPLICE l 4-0" MIN LA► L O -1H EACH SIDE OF UPPER T LATE SPLICE ANI LOWER RLATE MSTC (CNTR • SPUCE� SPLICE (STAGGER NAILS) I I—2xWALL TOP CD ...I I 11 11_ I I I I ILSTUDSTYI` 2. 164 . 12' IS WALL TOP PLATE SPLICE NAILED _--- (E) ROOF FRAMING 7 (N) OIL 2x4'��-%` TOR RL ill I I II I POST IN WALL 111 (N)2x4 STUD O 1i" OC (N) 2x4 KING STUD I (N) 4x HEADER I (N) 2x4 — CRIPPLE STUD F� DOOR OPENING DETAIL SCSCALE:NTS (E) WALL COVERING: 5/I" TYPE X OWN ON GARAGE SIDE, 1/2" GWI ON INSIDE (E • WHERE HOLES IN TOP 2 EXCEED 1/3 WIDTH, USE SIMPSON LSTA30 EA SIDE OF EA P_ DBL TOP C (D --HOLES • C�, OF STUDS ONLY 01/3 MAX SECTION SCALE:NTS 1402 SkyRDy Sine. 1995 ',... t KLAN Mnf66 CA 95969 R— 579 -M -W9 F. 534 -Vi -IM CDns.It-C. SDDI v Mark Wejgener,PE Structural ConsUlto*nt K1FES *R9. 30991 W. 3/3I/ft • mQrf �ICAISi��`,I 2x DECKING 4x POST W/ POST SLEVE 2x JOIST PER PLAN 2x1 RIM 4x BEAM 24 BLKG W/ (3) 3-1/2" DECK SCREWS EA SIDE (TYP SECTION SCALE:NTS SCALE:NTS 2x6 CAP 2x4 TOP RAIL 2x2 PICKETS • 5" OC 4.4 POST 2z4 BOTTOM RAIL A_ SECTION SCALE:NTS SCALE:NTS 4x POST PER 164 EA SIDE (TYP) BEAM PER PUN 4 TYP SECTION SCALE:NTS SCALE:NTS ND. ISSUES/REASONS DATE of D1 = STUD WIDTH L HEIGHT OF STUD 7 TYP HOLES IN STUDS SCALE:NTS W Zp�/y H L DEPTH /LKG• C W/ JH EA ENDJ015T W li *DECKING OR BOTTOM U JOIST OR BOTTOMCHORD OF ROOF Mw CHORD OF ROOFTRUSS 0n f�a:< TRUSS Z�Ux 2x NON -LOAD 2x NOBEAR'G W WALL �, NEAR'G 0 W/ DBL -2x W/ DDL-2x PLATES PLATES NON-BEARING NON -SHEAR TRANSFER 0 NON-BEARING NON -SHEAR TRANSFER PERPENDICULAR TO JOISTS PARALLEL TO JOISTS STUD WALL FRAMING TO JOISTS g 1 fiY SCALE:NTS SECTION SCALE:NTS 1402 SkyRDy Sine. 1995 ',... t KLAN Mnf66 CA 95969 R— 579 -M -W9 F. 534 -Vi -IM CDns.It-C. SDDI v Mark Wejgener,PE Structural ConsUlto*nt K1FES *R9. 30991 W. 3/3I/ft • mQrf �ICAISi��`,I 2x DECKING 4x POST W/ POST SLEVE 2x JOIST PER PLAN 2x1 RIM 4x BEAM 24 BLKG W/ (3) 3-1/2" DECK SCREWS EA SIDE (TYP SECTION SCALE:NTS SCALE:NTS 2x6 CAP 2x4 TOP RAIL 2x2 PICKETS • 5" OC 4.4 POST 2z4 BOTTOM RAIL A_ SECTION SCALE:NTS SCALE:NTS 4x POST PER 164 EA SIDE (TYP) BEAM PER PUN 4 TYP SECTION SCALE:NTS SCALE:NTS ND. ISSUES/REASONS DATE PRWECT NO.: WEONNT DRAWN DY: IL DATL IECF27/MT CHE•IED DY: KfW DCAUD, ow TRUE: DETAILS SHEET NO, S2.0 `/•O 2 O W Zp�/y H W li U Y U W Mw 0n f�a:< Z�Ux W W In �, W 0 : W g fiY PRWECT NO.: WEONNT DRAWN DY: IL DATL IECF27/MT CHE•IED DY: KfW DCAUD, ow TRUE: DETAILS SHEET NO, S2.0 `/•O No 1 REMODEL & DECK ADDITION FOR: MARK & MARY WEGENER SITE PLAN SCALE: NTS 0 ITY SCALE: NTS 14955 COUTOLENC RD I NORTH - PROJECT INFORMATION Z MARK WEGENER ADDRESS STREET No.14955 COUTOLENC ROAD CODE,CITY, SjrATE. ZIP MAGALUI, CA 55954 COUNTY BUTTE LoT/AFN No. PN: 065-540-003 OCCUPANCY TYPE: R-3 SEISMIC ZONE: THREE ZONING: TM -5 SEPTIC SYSTEM: PRIVATE WATER- CITY/WELL PRIVATE SQUARE FOOTAGE CONDITIONED AREAS: SO. ADDITION 312 111 W U) 0O m 11.1 TOTAL CONDITIONED 312 W NON -CONDITIONED GARAGE PATIO/DECK 1034 COVERED DECK MISCELLANEOUS BALCONY TOTAL NON -CONDITIONED 1034 6402 ftywq Soa 7M5 PW=. CA 95969 Fl— 310114 490 F. SM-/7i-0IR Cenwltent',Seal Mark Wegener,PE Structural Consultant E IF CAU{ N1. f-%01RrA"K DATE PR"= No.: W564" 9M n: K PATE:.e=?AW 41IE7NE1 M:MW SCALE: Ww TRIS TITLE SHEET Z O W F' 0 Zp00 1.1.1 Q WU W O J m Uf Z 111 W U) 0O m 11.1 1 W g PR"= No.: W564" 9M n: K PATE:.e=?AW 41IE7NE1 M:MW SCALE: Ww TRIS TITLE SHEET wpi I REMODEL & DECK ADDITION FOR: MARK & MARY WEGENER BUTTE LoT/APN No. rN: 065-540-003 W 0:3 SITE PLAN SCALE: NTS 0 ITY SCALE: NTS 14955 COUTOLENC RD NORTH PROJECT INFORMATION 11 0 MARK WEGENER WH,, Z ADDRESS STREET NO. TE IP CODE, 14955 COUTOLENC ROAD MAGALIA, CA 55954 COUNTY BUTTE LoT/APN No. rN: 065-540-003 W 0:3 OCCUPANCY TYPE: R-3 SEISMIC ZONE: THREE Wtn ZONING: TM -5 SEPTIC SYSTEM: PRIVATE WATER- CITY/WELL I PRIVATE SQUARE FOOTAGE CONDITIONED AREAS: SO. FT. ADDITION 312 TOTAL CONDITIONED 312 NON -CONDITIONED GARAGE PATIO/DECK 1034 COVERED DECK MISCELLANEOUS BALCONY TOTAL NON -CONDITIONED 1034 6402 iywq Stile 1995 twitmik G 9590 R-536-M-4ffl F 5* -6640 clftt" s" Mark Wegener,PE Structural Consultant ♦ w. LI:M Civi lFor CAMS, N�. *SUES/WV*M GATE Z 11 0 WH,, Z (3 0 0U< WnYz WfAw W 0:3 Ce U� Z Wtn W 0-4 W P*** i W-WE440V 9R Y ffv:R MtE:9602MV wcwa7 tr: MIN exwF: sir IME. TITLE SHEET