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HomeMy WebLinkAbout061-490-037061-490-037 PERMIT #98-0869 SIGLAR, TAL & JULIA 280 RATCHEL MOUNTAIN DR, OROVILLE CONTR:; MONTE PRATE CONST. NEW SINGLE FAMILY B07-2581 061-490-037 MISCELLANEOUS Private Garage/Shop EX AG BLDG TO SHOP/GARAGE (240 280 RATCHEL MOUNTAI DR q SIGLAR, TAL �',�0.�0 a Ill 1 p'�- o�'� 061-490-037 06-2120 SIGLAR, TAL 280 RATCHEL MT DR. BERRY CREEK Cont: OWNER AG BLDG 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: 280 RATCHEL MOUNTAIN DR Owner: Permit No: B07-2581 APN: 061-490-037 SIGLAR, TAL Issued Date: 01/25/2008 By TMP Permit type: MISCELLANEOUS PO BOX 6028 Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 01/24/2009 Description: EX AG BLDG TO SHOP/GARAGE (: (530) 589-2825 Occupancy: Zoning: FR10 Contractor Applicant: Square Footage: SIGLAR, TAL Building Garage Remdl/Addn PO BOX 6028 2,400 OROVILLE, CA 95966 Other Porch/Patio Total (530) 589-2825 2,400 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $443.52 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $665.29 DBOMSCF Fire Safe Standards Re $115.98 DBSMIP Residential $5.76 Total Charged: $1,614.35 Fees Paid: $1,614.35 Balance Due: $0.00 Receipt No: B6182 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 01/25/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE LYY�J COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR 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 WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The 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 a completed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 01/25/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those errsaigure Date provisions. X 01/25/2008 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 State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge thatt is 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. County to enter the above ant* property for ins ection purposes. I hereby certify that I am the props cone am au rized to a on t roperty owner's behalf. CONSTRUCTION LENDING AGENCY 01/25/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Pe ee SI N] TkLaV Date the performance of the work for which this permit is issued. (3097 civ. code) (�/ �(I I Owner 1:1Contractor OR; 11Agent for Owner DAgent for Contractor � FILE COPY Lenders Address City State Zip • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name S I G L_ A 2 First Name A L -► Mailing Address 2-60 2 ,4T c 9 • R. City C_ tZ ii `( C State A Zip j Q1 Phone _ ZSZ 5— Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name 2 Address Zip City City C (41• D State Z Phone Fax Fax E-mail State License umber L q3 Class ARCHITECT/ENGINEER Name Name C5'�1 ` vi >v s .Address 30 _ Zip Phone City C (41• D State Zip Phone 3i0 Fax E-mail State License umber L q3 APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT IGNATURE X PERMIT NO. BIN # PROJECT LOCATION AP# O '1 Property Address ` d %C Et_. 1\.1 (L . City C eek WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF W RK: G. 6 LrC� l tv S jn Sq FT- Living Garage 2406 Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning _ Flood Zone SRA I Yes No Occ. Type Const. BUTTE COUNTY FEE SUMMARY 7 County Center Drive .21 Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 . Fax (530) 538-2140 Permit Number: B07-2581 Job Address: 280 RATCHEL MOUNTAIN DR Contractor: Printed: 12/19/2007 10:06 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 12/19/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 0100-450001-4617240-1010 $102.70 12/19/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 12/19/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $665.29 DBF Garage -Wood Frame Plan Che I 0010-440001-4210500-1010 $443.52 12/19/2007 $443.52 DBSMIP Residential 1001-0-280-1011298 $5.76 - Printed By: Kourtni Graham 19614.35 $724.62 Balance Due: $889.73 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change 'ng the plan checking process. Signature: Date: 12/19/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLMS, 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. I PERSONALLY PATO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. OOR NO) / 2 1(HAVI�/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: 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: AG BLDG TO SHOP/GARAGE (2400) Reference Number: B07-2581 Applicant Name: SIGLAR, TAL Owner's Name: SIGLAR, TAL AP # : 061-490-037 Signature of Property Owner: Date: Z 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 hgp:Hmunicit)alcodes.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: B07-2581 Location: 280 RATCHEL MOUNTAIN DR Parcel Number: 061-490-037 Date: 12/19/2007 Owner Name: SIGLAR, TAL Phone: (530) 589-2825 Description: AG BLDG TO SHOP/GARAGE (2400) Signature of Applicant: Date: 12/19/2007 LE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2581 Date: 12/19/2007 Location: 280 RATCHEL MOUNTAIN DR Parcel Number: 061-490-037 Owner Name: SIGLAR, TAL Description: AG BLDG TO SHOP/GARAGE (2400) By: KCG Sub Type: Private Garage/Shop Phone: (530) 589-2825 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state,of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: CAX) ti -1, ✓ FILE Date: 12/19/2007 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-2581 Date: 12/19/2007 Location: 280 RATCHEL MOUNTAIN DR Parcel Number: 061-490-037 Owner Name: SIGLAR, TAI By: KCG Sub Type: Private Garage/Shop Phone: (530) 589-2825 Description: AG BLDG TO SHOP/GARAGE (2400) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 12/19/2007 Date - _­'�JatL_ Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at h_ttp://buttefire.org/Fireprevention/protplan/protplan.html Rev'd 5/7/07 FILE r _ 9 �r APPROVEo Butte Cour Environmental N a Adcs774h� 'Volt . •9 \ �-t 8o No p 0 APPROVED Butte COun Envlrt onmentaj \ �k X t - t4 • .9 \ -� �o NEWvN0 M:a„r, t�, �_ Butte County ... Y' Department of Development Service: 7 County Center Drive Oroville, CA 95965-3397 Return Service Requested TAL SIGLAR 280 RATCHEL MT. DR. - - BERRY CREEK CA 95916 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. /,**' Yo -azw_ Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 0 y -1a-- a `� ZONING F 2 10 OWNER ' L S I G L � � ... PHONE NO: OWNER'S ADDRESS t. e �rz rc C k (4. LOCATION OF BUILDING USE OF BUILDING �SL LI o 2 �1 t"t4t �� GQVO 11t Q 1 Com' SIZE OF STRUCTURE /j GD —J-= X - SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OFSIDING 5'-�C ( ROOF COVERING 'C"" I I FLOOR TYPE C'p W C R e� I\,+ ESTIMATED COST OF CONSTRUCTION $ :!10) (fob AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT Mln`��mSIDES 2 /�l�l�y� REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. o Date 0 6 Signature of Owner uZAI��S. Permit Fee. -$109.98 The above described AG Building is exempt from a wilding permit. FLOG ;PrL P.D�/ ROOFI Issu Receipt No. lltl � 1 9 _ Manager Buildin ivision BY LjAnwld Date White,— DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant .,;: Butte County Department of Development Services BUILDING DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile 9-6-06 Mr. Tal Siglar 280 Ratchel Mt. Dr. Berry Creek CA 95916 RE: Building Permit Number: 06-2120 APN Number: 061-490-037 In order to continue processing and/or issue the above -referenced permit, we need the following information: ❑ Permit application signed and completed where indicated with all copies returned. ❑ Plot plans, % sets, signed by preparer of plans. ❑ Complete plans and calcs, % sets, signed by preparer of plans. ❑ Engineered plans and calcs, % sets, with wet signature on plans. ❑ Hazardous Material Form. ❑ Statement of Intent for Non -Heated and A/C Buildings. ❑ Engineered truss details and layout in duplicate. ❑ Mobile home data and manufacturer's installation instructions, 2 sets. ❑ Fees of payable to: Butte County Treasurer. ❑ Impact fees paid. ❑ California Department of Forestry plan approval/fees. ❑ FEMA National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. ❑ Sanitation and plot plan approval from Oroville Environmental Health Department. ❑ City of Chico plumbing permit. ❑ Plot plan and business license approval from City of Biggs/Gridley. ❑ Planning approval for ❑ Land Development (a) Improvements (b) Drainage. ❑ Contractor's license information (No. Name, Style, Class) or exemption statement. ❑ Owner -Builder Verification Form ❑ Recorded copy of Agricultural Acknowledgment Statement ❑ Letter of signature authorization ❑ Copy of recorded deed of parcel creation and 60' right of way to a public road Letter of intent on building use. ❑ Mobile home utility clearance ❑ Documentation of legal access. ❑ Documentation of 50% subdivision developed of a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements ❑ Existing violations/expired permits resolved. ❑ Plan check list data and revisions. ❑ 10 set(s) of plans in accordance with changes marked in red. ❑ Copy of recorded 60' right of way to a public road. ZDo to the fact that your parcel is zoned FR -10 you need to have an agricultural use on the site in order for us to issue your building permit. If you have an agricultural use on site please state so in writing. For your information, attached is a description of the zoning use requirements. Should you have any questions concerning the above, please call (530) 538-7541 and ask for the Permit Center. Sincerely, Tammie Powell Permit Technician POLICY DETERMINATION LAND USE ZONES ALLOWING AGRICULTURE EXEMPT BUILDINGS See County Code 26-3.1 Agriculture Exempt Building See County Code 24-305.010 Definition for Agriculture ALL `'A".ZONES (NO RESTRICTIONS) ALL '`AR" ZONES (MUST HAVE HOME + AGRICULTURE ACTIVITY) FALL "FR" ZONES (MUST HAVE AGRICULTUAL ACTIVITY) ALL `'M -R" ZONES (MUST HAVE AGRICULTURAL ACTIVITY) ALL -'S-R" ZONES (MUST HAVE HOME + AGRICULTURE ACTIVITY) ALL "TM" ZONES (MUST HAVE AGRICULTURE ACTIVITY. TREE GROWING IS AG ACTIVMO TPZ ZONE (IF PROPERTY IS USED FOR GRAZING) SH ZONE (IF HOME IS ESTABLISHED) U ZONE (NO RESTRICTIONS) , 24-305.010Agricultur_e,The use of land for agricultural purposes, Cincludin fmingar,, daiWig,c aquaculture, agriculture, g Pastura e, g horticulture, floriculture, viticulture, apiaries and canimai, and _poultry h7 ba—r dry,-and-the-necessary_accessor-y-uses;-provided, however, that the operation of any such accessory uses shall be secondary to that of the normal agricultural activities. As used in this definition, "accessory use" means those supply, service, storage and processing areas and facilities for any other agricul- tural land. The above uses shall not include stockyards, slaugh- terhouses, hog farms, fertilizer works or plants for the reduction of animal matter. RESIDENTIAL 061-490-037 PERMIT #98-0869 PERMII SIGLAR, TAL & JULIA 280 RATCHEL MOUNTAIN DR, OROVILLE PERMIT CONTR:; MONTE PRATT CONST. NEW SINGLE-FAMILY OWNER CONTR. 71 ASSESSOR PARCEL ',LOCATION i ci t4V,,( �a- CHECKED BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. -` F SPECIAL INSPECTION ITEMS VERIFY Temp. Power OFFICE COPY Called P6 Address Temp. Elec. S GAS Meter By Date Called PG ELECTRIC Meter By Da`_/� Temp. Gas Se.- -- --- Called PG&E JOB FINALED (Date) 12 —� Signature V=OK O = Not OK -NotApNot Ready ble =MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O-Concrete 4. Water, Location-Test-Easement Needed (Sketch) 5. Electricity; Locabon-Clearances-Gmd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap; / /Tft. / /Nat. or/ /°L"It./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _ MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-DemandValve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector T-(j 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-Type-Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/V-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtq. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = V OK 0 0 = Not No OK .RESIDENTIAL - = Not Applicable = Not Ready Date ,,,UNDERFLOOR (Plans) OK except #'s Zoni Setbacks-Easments-Flood-Slope f Main; Soils -84. Gmd/"Fig. Dom` tg. Garage; Soils-Stee Elec. Gmd/ A,,07 Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped of alls, Garage; Steel-Blockouts (Vrapped Hold Downs and Special Anchors 7. Slab, S I- Wrapped 8. P' s -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. ipe; Size Anchors - Yard Gas Pipin ize Test g j2rWater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists Vents-Cdppies (� 15. Access & Ventilation 16. Insulation Date Card B-1 Date g Card B-1 Date I P Card!3-11,g4 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle ater ; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date /d ('l Card B-1 Date Card B-1 Date l 7 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection L24-Elec. Receptacles Spacing -Lights & Switches at Doors e B es & No. of Conductors Stapled Ro stalled Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 1.2-8'-2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI ange irc. / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect CaZ-Equip. Clearances Panels-Motors-Mech. Epuip. 4 -3& --Clothes Closet Light -Shower Light -Spa Light 134' Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s C�5!1C. Ducts Insulation & Support LWent Fan, Exhaust above insulation L3�ondensate Drain & Overflow, Size & Grade 438. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet ,39 -Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s . Sits Proper Materials & Anchors &14-VPJ tads -Nailing Spacing & Braces -Plates -Sound =42. B n alls over Girders & Floor Nailing Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers $ BeamsSize & Bearing (Single & Duplex) Date AMING (Continued) - Hangers -Post Caps -Anchors -Connectors 47s Cling. ist-Rf r. Ties -Pullin -roll Brac.-Truss-Shting: Rfng. fireplace TeUr TypeA Flue -Fireplace T4*at-eleeraflee 49 -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles J.�Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing X52 -Property Line Firewall & Openings OFact. Doors -One 3 -Check Garage 3rd Story, 2 Exits ,,it 64. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers ling Veneer T Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access iSe--T6 tfnq Area -Glass Protection-Skvlights-Plastic ` 61. InsdtatiofiYA*K-Cetlmgs 62. Infiltration -Walls -Windows / Date ,-X Card B-1 f�& Date,'/b/,%/f4 Card B-1 _,,fft4 Date o� nl g Card B-1, D to Card B-1 Date '' FINAL (Plans) OK exce t #'s Spoke Detector iw*umace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66�Ca�6l & Bath Fixtures & Tub Access -Spa Elec�Tfi'm & Subpanel, Breaker Sizes & Labels (jA!Firepla e -or Stove, Clearance -Hearth Aec_.Oudets at Wood Panel, Int. & Ext. ,;,/ it. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 47a,f!elets & Recepticales at Kit. Counter Garage Eire Door: Swinq-Landing-Closure Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In G ra e; Above Floor-Mech. Protection ec. & Mech. Equip. Listed for Location ec. Receptacles in Garage G.F.I. -Romex Protection nsulation-Foam-Looked in Attic tls & Deck Construction -Post Caps Lpe-rdn. VBents & Crawl Hale Door Drainage & Wood -Earth Clearance Looked under Floor -,n Yes 82. Following InsdqP.rive No/Walks 94ONo/Planters 0 Yes TNo 83. Stuc n -Fin' �0!/CSil7nit Disconnect, Electrical -Plumbing ;Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings &88' W ell, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground z_88 -'Ventilation Throught House ,�G)ass Protection X90. Corrections from Previous Inspections est -Meters Tagged, Gas -Electric Water..& Sewer Connected -C/O to Grade -HD Approval 48"Energy Compliance Certificate -Other Certificates Date,014N Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Rachel Mountain Rd. Oroville Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 Ib. r Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville 5.5 Thermal Resistance (R -Value) R21 Thickness (inches) ( ) 4. RAISED FLOOR �aterial Fiberglass Batts Brand Name Johns Manville .Thickness (inches) 6.5„ $ Thermal Resistance (R -Value) R19 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) ' 6. FOUNDATION WALL Material Brand Name Thermal Resistance (R - Brand Name Thickness (inches) Thermal Resistance (R -Value DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150% LOERKE INSULATION CO., INC. Item Signature, Date j l ,_/) nsta inSu contractor Co. Name Or Co General ntractor (Co. Name) Or Owner ItemSignature, Date Insta ing Su contractor Co. ame Or • General Contractor (Co. Name) Or caner Item #s Signature, Date Installing Subcontractor (Co. ameOr General Contractor Co. Name)Or Owner COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE do 6 OWNER J PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, t please tact this office immediately. A f O� Date 243 Inspector _ -le— REV 10/92 COUNTY OF BUTTE BUILDING DIVISION l DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 -- 7 County Center Drive • Oroville, CA • (530) 538-7541 t. . CORRECTION NOTICE OWN EW PERMIT NO. A routine ins ction indicates that the following violations of butte county Ordinances exist at the `j above add ss and should be corrected. Please notice this office when correction of work is complet . If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. l r T vl/f is . x � :;11 - - 01 7- a�af GJ�P-ev Gt P" St, moi' (ca v e// Date 7 Inspector REV 10/92 OWNS 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. Jho as r.N_ /"'r1 L- _.. // 2Cl i h 7... .i r;r�-`"-••'ah ti A vti '3 2; is tib ,..ye Date z Inspector ��f�---- REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNS 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. Jho as r.N_ /"'r1 L- _.. // 2Cl i h 7... .i r;r�-`"-••'ah ti A vti '3 2; is tib ,..ye Date z Inspector ��f�---- REV 10/92 �l COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES'- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541n P gMIT No. (Rev.12/96) '' APPLICATION AND PERMIT `� �� � ,- ( ASSESSOR PARCEL NUMBER 061-490-037 , ZONING 10 BUILDINGPERMIT OWNER SIGLAR, TAL & JULIA p TELEPHONE SD. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 16 ROSITA WAY, OROVILLE, CA 95966 - 0 2774 1 U 13, 900.00 CONTRACTORS NAME MONTE PRATT CONSTRUCTION 7533.0487 558 .Por. 7,259.00 CONTRACTOR'S MAILING ADD�T80 LOWER WYANDOTTE, OROVILLE 95966 L CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation Is 145,386.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 800.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 520.33 BUILDING ADDRESS 280 RATCHEL MOUNTAIN DRIVE, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S 1,363.83 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 77,00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New �'il Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM SFD Gas piping system 1 - 5 outlets 90 15.00 ' Building sewer 15.00 ' Mobile Home S G W @20.00 ' PERMIT FEE 3 157.00 ELECTRICAL PERMIT Fling Fee 20.00 - EOOV OR LESS Main Service zoos OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in II force and effect. / �J t� --1 �i& &.Li- 1 License Class Lic. No. ✓ �c � I V `OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. SO 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ANC CI C @7.50 ' POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.BAIL 20 `�'�00 o .so Ex. Occup.OUTLEEDTs REESSID.OERA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 173.59 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c mpensation-4nurancarrier and policy number are: Carrierrt-u/1%z - Policy Number - f 7b1 777 (The above sections need noTbe completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp with se provisio XDate Signa ure of Applic t - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating I 5t-.on20.0 Cooling 20.00 Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ r3 CONST. TYPE VN TAL FEE $ 1, 806.92 :HAZ D F IMP X FLOOD X COF X PARCEL PD n H ISSUcompensation This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ONITE-D.D.S.-B.D. the applicable provisions Resolutions to do work been paid. Date ate rReceiptNo. 67 Z:�- a CANARY -ASS ES SO PINK -INSPECTOR GOLDENRO7ALICIINT ,A� •r7;l+nr' • +7 *fY;"rs�x4JI K X? ; t r•" '•ri kyr i4 �y'� �!'i►''• uX �f'+�v e4 " i � � 5 4 `l i, COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVI&S'_ &ILDIIVG DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 { J _ PERMIT APPLICA TION DA TA SHEET I 0 R: ASSESSOR PARCEL NUMBER: 0. E PH posed Building Use: j r Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit rocessing and/or issuance: Date Received By 111. All items have been submitted. ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- r Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ufactured Home data and installation instructions including Tie Down Specifications. ------------------ Feesof $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. ----------------------------------------------------------------- California Department of Forestry plan approval/fees,------------------------------ 3. Flood elevation certificate. -----------------; --------------------------------------------------------------------- Sanitation and plot plan approval_ Health Department. -------------------------------------------- A9 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning•approval for (A) Use: (B) Parking:. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). -- ❑ 20. Pre -inspection for required Request to Building Inspector on 023. ontractor's license information. (Number, Name Style, Classification). ----------------------=------ Workers' Compensation carrier and policy number. ----------------------------------------------------- Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- -et�f signature authorization.--------------------------------------------------------------------------- ---- 5. Recorded copy of Agricultural Acknowledgment Statement.-------------------------------------------------� 36 ❑26. Letter of intent on building use.-----------------------------------------------------------------------------------' ❑27. Manufactured Home utility clearance. ❑28. J4A, 'g violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- i �t �/t J When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. 16'f elephone Ss T - O !18'7 1 and hold for pickup at Or=-- office. ❑ e er th 'in ector. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Copy of plans sent ❑ Health Department, ❑ Fire Departrr - =10AP"IME-52. =,..: S , -7 (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: rr Contractor, designer, owner, was advised of the above required data -by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data 6y�-�phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner,iced of the above data by ❑ phone, 13mail, ❑ Building Division counter, by Date: w Plans reviewed by: Date: _ Y Plans approved by: _ Date: Sets of plans on hod in ❑ Plan C 99.Tt;�o7A:P.yfold�. . 1 to wider by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. US LY Plot Plan Attached Floor Plan Attached Sent to B.D. I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance aRq-tc--ke-E) O ner Location AP# Plan Approved for: Sewage Disposal _� Water Supply: Public Private Well Clearance for Other /Laos,^ Hold final for: Final clearance O.K. for: NOTE: Environmentaoealth Specialist . Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, ,OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER I Cli�r PROPOSED BUILDING USEP�a _. (7D BUILDING PERMIT FEES -- Balance Due .........:...... -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ _� x $360.00 = $ 6 0 •/ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) 4 Residential (per unit) . x = $ #Units . _ Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES. (paid at.District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) A _Z SRA FIRE INSPECTION AND PLAN �CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A. P. #037 DATE. REC # DATE REC )1.33 (, - r 2_-7 -31,339- �'-- 12-� S:' 2�o7i 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above/ ees are required to be paid priorrto issu e,of the building permit. These fees may be changed during the plan checking process. Original -Owner Copy -Building Div. DATE 5' ? �•42 (Rev. 12/96) v COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PEf�MIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER Ib l - 0_ p— ZONING o BUILDING PERMIT OWNER ir I 1 TELEPHONE ESQ.OCC. BUILDING VALUATIONOWNERS MAILING ADD S ! O II V CONTRACTOR'S NAME TELEPHONE 9�_ 3—�(0 O CONTRACTORS MAI NG AD S 2V O CONSTRUCTION LENDER ' LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ Iq ARCHITECT OR ENGINEER - LICENSE NO. Filina Fee 20.00 Permit Fee $ - G Q r ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ -3 BUILDING ADDRESS - 2 Energy Plan Checking Fee $ $ PERMIT FEE S ( 3,e33 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF tll�uplex D Mobilehome O Other SPECIFY Each Trap 7.00 , 0,0 Solar or heat pump water heater 23.00 Water piping 15.00 06 Each gas water heater or vent 15.00 00 TYPE OF WORK New Addition O Remodel ❑ Utilities ❑ Installation O Other O Describe Work: ra. S Gas piping system 1 -5 outlets 15.00 /S.QV Building sewer 15.00 r 5.60 Mobile Home I S I G I W @20.00 PERMIT FEE S 04' ;, .. ELECTRICAL PERMIT Fling Fee 20.00 800VOR UE Main Service zoOA OR LESS 23.00 3 c� LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To +000A 46.00 NEW CONST. DWELLING OCCUR OR ADONIS. ( a ACC. BLDS. SO 3.5@FT: p NPN-..ID.T MULTI.OIJTIET 97,50 CIR. POWERSWGLAPPARATUS a OUET E TL Ex. Occu OUTLET OR FncruREs 'O ' O0 BAL o .50 Ex. Occup. o�ELErs pa o°� 5.00 Temporary Service _ 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE =173 S61 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ _ _ Date _ _ AnnatureOSHA p f At is Applicant - f Owner O Contractor O Agent An OSHA permit is required for excavations over 5'0"dee and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.0 Heating ST w to Cooling 00 Hood 6.50 Ventilation PERMIT FES $ U Mobile Home Installation Fee $ Energy Inspectio Fee $ (, G co TOTAL FEE HAZ. — D. FEES IMP FLOOD CDF PAR PD ti HD ISSUE This'permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have A R �3 33 G� I By 'o PER fi piR applicable provisions Resolutions to do work been paid. � � � � . ,fly, J/ Date Dale ReceiptNo.2 %6 – .3.3 WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT —T r �n�!'a% Y.+'W N'r.,ld.P�. -. t+� a T��'P's s'w,r ir"'.�gk.� `{ra(A irrN6 a sr—s�rP.ni1 •... K,�,i�.,,�a;;if�\l_�'"�fm�--.rw.'li/RJ•yj�-�r''".•.v�-�./�/.+/M/��./�f•'.R"Pir.. • BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM / (One form per Building) x School District. ��. @, �� [1,,r. P • Building Department No. A.P. Number 0 � 1— q 1 D _ v37 Jurisdiction: City County Property Owner Property Location/Addresst A �o ka �C_ Ea' / p (.A Ja,� (, Dr i Subdivision Lot No. qq z Residential Development Sq. Footage pi dOO No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial 0 QSq. Footage ,New Addition moor runs revieweo oy scnooi uistnct versonnei) %muluumy CAtellor Roofed Areas) ,!5- 242 Date' District Identification No. 980141 I School District certifies that / �J • //�C ( pplicant) d-�ch 06 (Street Address) -'F (Phone Number) a Oto V, CP (City) (State) 1` ' (Zip Code) has complied with the requirements of Resolution No. representing Ol squire feet. to U Z School District Representative /66-- by payment of $ M , B 2926 $ ULL MITIGATION $ (60 AA 9k Date ,� �u�C.4in�rxrnr�f 6�nK Paid by Check # ( / Remarks: Pro--# Notice: You•may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. ~ If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (2/97)dmm I H U =J o W3X6(Ai) 2- CPRASIG.MONTE PRATT / SIGLAR - NT -1 HIP [8'SB] (I -PLY) IB@ 5'0112" TOP CHORD 2x6 DF -L'#2 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD110. 145X4 o !14YTfl- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 475X4 1 C= A W V PG TC LL 16.0 PSF TC DL 15.0 PSF w DATE 05/26/98 w --IMPORTANT-- FURNISH A COPT Of THIS DESIOR TD THE INSTALLATION CONTRACTOR. ALPIRE IIGIREEREO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ARV DEVIATION FROM THIS DESIGN; ANY FAILORI TO BUILD THE TRUSSES 11 CONFORMANCE WIT: TPI: OR FAIRICATINC. NAROLINA, SNIPPING, IN37ALLIRQ AND RRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PISLISRED BY INC AMERICAN FOREST AID PAPER ASSOCIATION) MO TPI. ALPINE COINECTORS ARE NAGE Of TOGA ASTM A053 U40 GALV. STEEL, EICEPT A: NOTED. APPLY CONNECT::: TO EACH FACE OF TRUSS, AND UNLESS OTNEAWISE LOCATED ON ISIS DESIGN, POSITION CONNECTORS PER DIANI4, Spa:GS 160 A-1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING or THIS C0M/01[ITSIDI FORMANYLILY FOR PARTICULARETRvSS BUILDINGOMPONENT DESIGN SHOWN. THE 15 IKE RESPONSIBILITY OF THE BDILOIN61TY DESIGNER. ARS.1111 1-1995 SECTION E. z _ B(�, DL 10.0 PSF BC LL 0.0 PSF TOT. LO. 41.0 PSF DRW CAUSR427 98146041 CA -ENG AEB /CNG z w D U R . FAC . 1.25 iW5X641�? w cam. I_ - 8-0-0 1_ 6-0-0 1_ 8-0-0 1 �� ( "22=0-O Ove 3 su ports._ 3unECOLINTY R-127 W -3.5 R -2678^W-3:5" Rj�V VOING DEP ARI0 1�'EN a A P R 0-rl"F r PLT TYP.'Wave TPI -95 Desi n Criteria: TPI STD 18.2c4 CA/ -/1/-1-1-1F Scale - 25° Ft I 00 CT CT CA7 -WAR -FTRUSS" REQUIRE FABRICATION. DYI[(SSPLATE Alto TO.10-91(HANDLING INSTALLINGRD BRACING). POLISHED TRU IMSTITBT[, 503 D•DNOFRIO DR., SUITE 200• MADISON, 91 53)19), FOR SAFETY PRACTICES PRIOR TO STNUCTURAL PANELS. BOTTOM CWOAD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. PERFORMING IN[$[ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHEDIle) ���((( `/'7�� TC LL 16.0 PSF TC DL 15.0 PSF REF R427--86949oACINGRIER DATE 05/26/98 Mend En&p,,,do � A 95U'-��' 9 ' CA 95426 --IMPORTANT-- FURNISH A COPT Of THIS DESIOR TD THE INSTALLATION CONTRACTOR. ALPIRE IIGIREEREO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ARV DEVIATION FROM THIS DESIGN; ANY FAILORI TO BUILD THE TRUSSES 11 CONFORMANCE WIT: TPI: OR FAIRICATINC. NAROLINA, SNIPPING, IN37ALLIRQ AND RRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PISLISRED BY INC AMERICAN FOREST AID PAPER ASSOCIATION) MO TPI. ALPINE COINECTORS ARE NAGE Of TOGA ASTM A053 U40 GALV. STEEL, EICEPT A: NOTED. APPLY CONNECT::: TO EACH FACE OF TRUSS, AND UNLESS OTNEAWISE LOCATED ON ISIS DESIGN, POSITION CONNECTORS PER DIANI4, Spa:GS 160 A-1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING or THIS C0M/01[ITSIDI FORMANYLILY FOR PARTICULARETRvSS BUILDINGOMPONENT DESIGN SHOWN. THE 15 IKE RESPONSIBILITY OF THE BDILOIN61TY DESIGNER. ARS.1111 1-1995 SECTION E. 198• 4q �' * M v7 _ B(�, DL 10.0 PSF BC LL 0.0 PSF TOT. LO. 41.0 PSF DRW CAUSR427 98146041 CA -ENG AEB /CNG SEQN - 50568 D U R . FAC . 1.25 FROM E D SPACING SEE ABOVE JPRAS1G-MONTE PRATT / SIGLAR - NT -IA HIP [10 -SB] W -IB@ 5'0112' TOP TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO'HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC @ 24.00' OC. ATTACH WITH 2-16d NAILS 8 2x4 DIAGONAL BRACE PER HIO -91 13.2.1(FIGURE 33). OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 04-02-15 OC. c.� H ` U 0 2X4(A1) z a w 413X60 in W3XSo W1.5X4iM 6--1.6 5-1-12--� W3X6� THIS OWG PREPARED FROM COMPUTER INPUT (LOADS ti DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 k —1 6 L200 W2.5X4(Al) _91-0 W5X4m W3X8@ W1.5X4 0 10-0-D I_ 10-0-D _I 4-5-8 I 7-6-8 I ti 22-0-0_Over 3 Supports Bpl R-206 W-3.5' R-1027 W-3.5' j""� R-657 W-2' TVP. Al Ine."cive IrA-7a uesi n LriT;eria: Irl a1u 1rI.[c A - 1 - - h Scale -.Z5' ht. •'YARNING•- TRUSSES REQUIRE EXTREME CARE 1N FABRICA7101. HANDLING, SHIPPING, INSTALLING AND GRACING. REFER 70 NIB•01 (HANDLING IISTALLI10 AND BRACING). PUBLISHED N► TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFATO DR.. SUITE 200. MADISON. At $3119). FOR SAFETY PRACTICES PRIOR TO ►ERFORNIRG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TO► CMOAD SHALL HAVE PROPERLY T C STRUCYUTAL FAAELS..OTTCH CHORD SHAH RAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT— FURNISR A'0" OF TNI' DESIGN TO 7NE INSTALLATION CONTRAROR. ALPINE EKED PACO"". INC. SMALL NOT IE RESPONSIBLE FOR ANY DEVIAYION FROM THIS DESIGN; MY fA77771ORE Tp BUILD THE TRUSSES IN CONFORMANCE V17H T►1: OR FABRICATING. HANDLING. SNIPPING. INSTALL MD BIACING OF TRUSSES. THY' OESISI CONFORMS WITH APPLICABLE PROVISIONS OF 105 (RAT 10MA1 J.. B SPECIFICATION PU/LISTED BY TH[ AHEAfCA1 FOREST AND PAPER ASSOCIATION) AND TFI. ALPINE COI Al CTME MADE 0► LOGA ASTM A663 GAA..ALV. STEEL, EICIPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TEUSS. AND UNLESS DTNERVI$f LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAW 1:11 160 A-1. TIE SEAL ON 1.11 OI AWING INDICATES ACCEPTANCE Of 111.1111.011. ENGINEER... RES►OSEBILITT SOLELY FOA THE TRUSS COMPONENT DESIGN SHON.. THE SUITABILITY AID USE OF THIS ANSI/T►ETJON. ARS[CTIDIC2lA1 BUILDING 11 THE RESPOMIIBI LIT, OF THE BUILDING DESIGNER. PER - E -9B - � � � * qF L 16.0 PSF 15.0 PSF BML 10.0 PSF � �% BE LL 0.0 PSF TOT. LO. 41. 0 PSF REF R427--86950 DATE 05/26/98 DRW CAUSR427 98146D42 CA -ENG AE B /CWC SEON - 50594 D UR . FAC . 1.25 FROM ED SPACING 24.0' (PRASIG-MONTE PRATT / SIGLAR - NT -2 COMM W -IB@ 5'0112') TOP CHORD 2x6 DF -L $2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. rn N i O z' W5X4mm THIS DWG PREPARED FRON COMPUTER INPUT (LOADS t, DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. N T a LA7 CXD C7) CD N CN Q W2.5X4 B �, '• o EE'�8lB�1� E �. C LL DL 16.0 PSF 15.0 PSF 6 DATE 05/26/98 4k7INSTITUTE, � Id�Od P ''ISPO StlQameatgCA93N28 "IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, PIN[ fgtofERP,D ., PRODUCTS, INC. SMALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES76eT i RE TQ�.,.. BUILD TME TAVSSES IN C04FORHANCC WIT$ TPI: OR FABRICATING, HANOLIRG. SXI►Pi MST LINS ARO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION L OESIGN5 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE MADE Or 20GA ASTM 4651 GR4O GALV. STEEL. EXCEPT AS NOTED. A►PLT CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS100 A•IT [. TME SEAL ON TN IS DRAWING INDICATES ACCEPTANCE OF FROFESSIONAL ENGINEERING COMPONENT1. I►OR ANYLILIPARTICULAREBUILDING ISSS OTHETDESIGN SHOUN. THE RESPONSIBILITY OF THE 91LOINGiTY AMD 0ES16MERSEPIR THIS ARSIjTPI 1.1095 SECTION 2. B R� * * FDL BC LL TOT . L D . 1 10,0 PSF 0.0 PSF 41.0 PSF DRW CAUSR427 98146043 CA -ENG A E B /CWC S EON - 50587 D UR .FAC . 1.25 FROM E D SPACING 24.0' '0 2X4 (A1) a W2.5X4 (Ai) lm 934 0 �8-0-0 : r Y. -.9,W5X6EB W1.5X4 III - w W1.5X4 ■ z - 5-1-12—� w L� 11-0-0 I' 11-0-0 I w Q fE 22-0-0 Over 3 Supports .� � R-247 W-3.5' R-978 W-3.5' R-672 W-2' w Ln `li PLT THP. -Al ine.Wave TPI -95 Desi n Criteria: r "C�� rA - m1 - - F S .1 – 25" Ft LA7 CXD C7) CD N CN Q _ WARNING`• TRUSSES REQUIRE [ITR[M[ CASE IN FABRICATION, tlA1IDlIR6. StlI1PIY6, INSTAL AND . BRACING. REFER TO "10.91 IMARDLIUG INSTALLING AND BRACING). PUBLISHED BY TPI (7RUS PLATE SAN O'ONOFRIO DR.. SUITE 200, MADISON. WE $3710), FOR SAFETY T QSq�PREOR TO-..,, PFRFORNIK THESE FUNCTIONS. DILESS OTHERWISE INDICATED. TOP CHORD SHALL MAY P R ATIAOLED ' STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPIRLY ATTACHED RIGID CEILIN �, '• o EE'�8lB�1� E �. C LL DL 16.0 PSF 15.0 PSF ce REF R427--86951 DATE 05/26/98 4k7INSTITUTE, � Id�Od P ''ISPO StlQameatgCA93N28 "IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, PIN[ fgtofERP,D ., PRODUCTS, INC. SMALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES76eT i RE TQ�.,.. BUILD TME TAVSSES IN C04FORHANCC WIT$ TPI: OR FABRICATING, HANOLIRG. SXI►Pi MST LINS ARO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION L OESIGN5 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE MADE Or 20GA ASTM 4651 GR4O GALV. STEEL. EXCEPT AS NOTED. A►PLT CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS100 A•IT [. TME SEAL ON TN IS DRAWING INDICATES ACCEPTANCE OF FROFESSIONAL ENGINEERING COMPONENT1. I►OR ANYLILIPARTICULAREBUILDING ISSS OTHETDESIGN SHOUN. THE RESPONSIBILITY OF THE 91LOINGiTY AMD 0ES16MERSEPIR THIS ARSIjTPI 1.1095 SECTION 2. B R� * * FDL BC LL TOT . L D . 1 10,0 PSF 0.0 PSF 41.0 PSF DRW CAUSR427 98146043 CA -ENG A E B /CWC S EON - 50587 D UR .FAC . 1.25 FROM E D SPACING 24.0' r-� IG-MONTE PRATT / SIGLAR - NT -3 MOD/NIP/CARR [8'SB] [2 -PL TOP CHORD.2x6 DF -L #2 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER OUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) SC - 1390 LB Conc. Load at 22.00 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 08-00-00 JACKS FOR 14-0-0 (RIGHT TO LEFT) WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. CONNECTION.FOR-TRUSS NT -22 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. -[UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. W1.5X4 W W1.5X4 UI W2. 5X4 � 6 r- Ao W3X1O(Al) cs.. .. A a W1.5X411 W3X10B■ W3X •w w -z z w THIS DWG PREPARED-FROH COMPUTER INPUT (LOADS S DIMENSIONS)-SUBMITTED.BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (IO0_box_na11s) TOP CHORD: 1 ROW @ 12' O.C. BOT CHORD: 1 ROW @ 12" O.C. WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oe. ATTACH WITH 2-16d NAILS b 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL CDIIO. W2.5X4 (R) III Lravn- N5Y6m I.IA VAe W3X8al ^•^`"'— wJA4M WC.JA-itt) M N1.OA4M W2.5X4(R)'il 390# WU10ia f(H)es` W3X10(A1) a -0-0 C=3 -� c� L_ 10-11-4 I_ 17-0-12 L B-0-0 I Q 36-0-0-Over--2-Supports I R-2689 W-3.5" �- - - - - - -- - ` R-3799 W-3.5" cli PLT TYP.' Wave TPI -95 Design Criteria: TPI STD 18.2c4 CA - 1 - "ILARRING"" TRUSSES REQUIRE EXTREME CME 11 FABRICATION, HANDLING, SHIPPING, INSTALLING ANDc C RACING. REFER TO RIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE E ) TC LL 16%6'7. . m INf11TUTE. SB3 D'ONOFAIO OR.. BOITE t00. MADISON. Yl SSI19), FOR SAFETY PRACTICES PRIOR To `� TC DL p] PERFORMING THESE FUNC11013. UNLESS OTHERWISE INDICATED. TOP CROAD S PA �. AI?�i OI v p7 STNtlCTUAAL fALIEl4, BOTTOM CHORD SMALL HAVE A PROPERLY ATTAC 1' D CE 6. , BC DL lO PS� ONN- **IMPORTANT-, FURNISR A COPT OF THIS 019141 TO TBE INSTAL 0 Rt, AtfI�81NEERED PROD CTS, INC. SHALL NOT 0[ 1ESPONSIBLI FOR ANY DEVIATION ON TB IS D€jIGN- ANI,•{FAIL1%E,TD .� CO BVILO TYL TANSSES IN CONFORMANCE NITN TP L' OR 0►)bI A� L�J tswIJ G. - NSYAELIUB A110. Y N BRACING 0► TRUSSES. Ttl13 DESIGN Cm". YIT 1 O I I i NDS N TtroRAL'OE5144 5 r B C L L •�O P S F SPICY ,ICAT 101 ►UBL I SMID 01 IN ANINICAN FOREST bY) AND TPI. ALPINE„ CONIECTOR3 ARE NADI OF ROLA ASTM AGS] 4410 GAL1, S [L. II�,P Af EOTAO. Ii13P.lY C0M'YECTO0.S YO�,� * 1 ��� * TOT. LD. 41.0 PSF Q EACH FACE OF TRUSS, AND UNLESS OTBEA ' LOCATED MIS ► ION LQ30A86RCTOR�FI;R ai DRAWINGS ]BO A•t. THE SEAL ON THIS ORAylN4 IAO S ►1ANCE F P0.0F SI MAL ENGINEERING DUR.FAC. 1.25 p�p� RFSPONSIBII RTI SOLELY FOR ANE TRUSS COIWONEYI Ott GN NON TME SUITABILITY AND USE OF THIS AlP S=ft=6' CA 9588 'IDG COOMPOONENT1`OR ANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOILDING DESIGNER, PER ION 2. SPACING SEE ABOVE I o� 00Me, E `•05/2`5/98 D W CAUSR427 98146051 CA -ENG AEB/CWC SEON - 50619 FROM ED L17 N co =L, C— ca 0 z 1PRAS1G-MONTE PRATT / SIGLAR - T-4 HIP [10- TOP'CHORD 2x6 DF -L.#2 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC 0 24.00' OC. ATTACH WITH 2-16d NAILS& 2x4 DIAGONAL BRACE PER HIS -91 13.2.1(FIGURE 33), OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 OC. c� H -V A a W3X10(A1) THIS DWS PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 7 L -1 W1. 5X4 12 W1. 5X4 0 W3X8,o i W2.5X4 W2.5X4oW3X8e WMia �W3X8� H W4X4® W2.5X40 6 W2.5X4® M10(A1) m 11 NIN ["�l 'a W1.5X4 UI W2.SX4(R) 8 W7X6� W3X4(R) 0 W1.5X4 0 -�-8-0-0 w w W5X8=a W2.'5X4® W2.5X41s W5X8Ea1 z c5 :z caq Rao z L- 10-11-4 1_ 17-6-4 I 7-6-8 1 rs.. fE 36-0=0 Over 2 po Suprts R-2048 W-3.5'-- ---�-- -`""� ` R-2048 W-3.5' rn SI PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.204 CA - 1 - - F ale -.1875-/Ft. ►r� VARMING" TROSSES REQUIRE EITRENE ME 10 FABRICATION, HANDLING, SNIPPING, INSTALLING AND � OAACING. REFIR TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL �f. R E *` R42 1 - - 77954 CD INSTITOTE. 103 D*9IDFRIO DR.. SUITE 100, MADISON, MI 61)19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. OILESS OTHERWISE INDICATED, TOP CMM SHALL MATE PROPERLY ATTACNID v,P F A 05/12/98 CT STRUCTURAL PANELS. SOT70M CVORD SMALL HAVE A POOPERLY ATTACHED RIGID CEILING. PRODUCTS—IMPORTA. FU1UlMALL HO A COPY OF THIS DESIGN TO THE INSTALLATION 913TAAttGN; ALPINE FAILURE 98 . e� ABDIC %,.,•- 10.0 F DRW CAUSR427 98132035 -� BUILDC711 INC.IRCSHALL NOT 0I 1E5►0tls."NE 101 ANY DEVIATION HAND INIS SHIPPING, ANY INSTALLING TO CV GUILD Ttl( TIbfSES IN CON/ORMAIC( WI TM T►I; OR FABRICATING. HANDLING. SMIfPIMG, INSTAll1IG AVD BRACING Of TRISSES. THIS DESIGN COJON"s VITtl APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L 0 PSF CA -ENG AE B /CWC SPECIFICATION PUNLISNEO BY THE AMERICAN FOREST ARO PAPER ASSOCIATION) AMD TPI. ALITHE gg���� CORRECTORS uI MAD( OF 20¢A ASTM AGS] GMO GAIr. STT[l, EICEPT AS NOTED. APPLY fONI[ttOAS TO . LII.: 41.0 PSF EON - 25875 IACtl FACE OF TIUSS, AND UNLESS OTH N SE LOCATED Of THIS DESIGN. POSITION CONVECTORS I. D,,,,,1,,,.w, DRAWINGS 100 A-1. THE SGL ON TIES GRIMING INDICATES ACCEPTANCE OF PROFESSIONALAlpine Bogi ERGINEERfNG 05R. FAC. 1.25 FROM ED '-�`�`-'' " COHPONEM7 FOA ANispoNsialLITT Y PARTICULARLELY FOR ETAOSS COMPONENT DESIGN tHows. THEGOILDINr IS THE RESPONSIBILITY 0► THE OILLOIN6SU 1DESITY GNER, PER )NIS SNa�m(O-G 93828 uSI/nl 1.1976 SECTION Z. SPACING 24.0° IPRASIG-MONTE PRATT / SIGLAR - T-6 COMM STUB 6.ONE END TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. W1.5X4 e Cn E— C=) - o Cc.. W2.5X4 A W 6Xr—�/ // \ W5x4a THIS DUG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC E BC @ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. W2.5X414 \—T 6 W4X4 4& T 3- -6 -0-0 w W2.5X4 m W2.5X4(R) W W2. 5X4 NIS w W4X4 (A2) W3X4 (R) !p z W3X4m W1.5X4 N z w L- 18-0-0 ( 12-0-0 30-0=0rOver 2 Supports - ' ^� R-1338 W-3.5" PLT TYP. Wave TPI -95 Desion Criteria: TPI STD 1' CA - 1 - - - F Scale - 1875' Ft Ln m t77 C7) T( WARNING— TINSSIS REQUIRE ESTREIIE CARE 11 FAONICATION. HANDLING. SHIPPING, INSTALLING AID GRACING. IEFER TO HIS -91 (NA40LING INSTALLING AMD BRACING). PNBLISREO ST TPI (T10SS PLATE INSTITFTE. seg D�osorRlo w.. SUITE :Do. MADISON. MI 59719), F04 SAFETY PRACTICES PRIOR TO 1EIFOAMIIN THESE FYBCTIDIS. NILES$ OTHERWISE IVOICATEO. TOP CHONG SHALL RATE PROPERLY ATTACHED STIOCURAL PANELS. BOTTOM C/ORD SMALL HAVE A PROPERLY ATTACHIO RIGID CEILING. M wA TC LL 16.0 PSF TC DL 15.0 PSF REF R427--77955 . DATE 05/12/98 -AZ- .yeaa,w,,,,� may.. �' "�kwwk ` 95M sB�l4c^9sa2s "IMPORTANT" FUIRISH A COPY Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT IE RESPONSIBLE FOA AIT DEVIATION FROM THIS DESIGN. ANT FAILURE TO IUILD TIE TRISSES IN CONFORMANCE WITH TPI; ON FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRAC116 OF TRISSES. THIS DESIGN CONFORMS MITI APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATIOI PUBLISHED 01 THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE COMMEC70AS ARE NAGE OF ROSA ASTR A653 6440 SALT. STEEL, INCEPT AS NOTED. APPLY CONNECTOIS TO EACH FACE OF TRISS. AND UNLESS OTHERWISE LOCATED ON TRIS OISEGN, POSITION CONNECTORS ►El DRAWINGS 160 A-1. THE SEAL 01 THIS OAAM146 INDICATES ACC E►TAICE Or PROFESSIONAL 986INEERIN6 COMPONENTRESPONSIBIFORTAITLELY FDA PARTICULAREBUILDING IVSS ISSaTHEIRESPONSIBILITY Or THE BUILDING DESIGNER. PER THIS ANSI/TPI 1.1995 SECTION E. �9B d ft Um * BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 41.0 PSF DRW CAUSR421 98172036 CA -ENG AEB/CWC SEAN - 25865 DUH. FAC. 1.25 FROM ED SPACING 24.0' LrA N a co of z PRATT / SIGLAR - T-7 TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard HIP [8 -SB] [1 -PLY]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. iPLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. #1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R 6 R3 ARE FOR #1 CALIFORNIA HIP AND i #3 CALIFORNIA HIP RESPECTIVELY. HHo Li'l V 17v DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. �(A) 1X4 STRESS RATED #3, STUD, STD, OR BETTER CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2)8d NAILS. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC @ 24.00. OC. ATTACH WITH 2-16d NAILS& 2x4 DIAGONAL BRACE PER HIO -91 13.2.1(FIGURE 33). OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 OC. LIAVC NA, r w 4 M 0H(B1) E3 na.�w-P n4w'f•L• W4X6m L 8-0-0 1 12-0-0 �. fE 20_0-0 Over 2 Supports R-1971 W-3.5' R-2270 N-3' R3-1082 W-3.5" R3-1249 W-3.5' o 4- -4 -0-0 FL( IYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 v - - ) Scale -.25"/Ft. '*YARNING" , TRUSSES REQUIRE EITREME CME 1N FABRICATION. HANDLING. SNIPPING, INSTALLING AND ell"IMG. NEPER TO 01/•91 0.1.1 INSTALLING AN BIACIIG), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBS D'ONOf410 ON., SUITE E00. IIADISOR, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fOACTIONS. UNLESS OTMEB9ISE INOICAT,9D. TOP 112021 SNAIL NAVE ►ROPERIr ATTACHED STRUC7uAA1 Eg�,l� v �lAE� LL� 6.0 PSF DL 15.0 PSF REF R427--77956 DATE 05/12/98 PANELS. BOTTOM C10N0 SHALL RAVEA /ROPERLT ATTACHED 01610 CEILING. f01lMISI A COPT OF 7HI3 OE SIGN TO THE INS7AlLAT[ON CONTRACTOR. AIIIRC EI6INEEREO PRODUCTS INC. SHALL NOT BE 2ESP0051.11 102 ANY DEVIATIOR FROM THIS DESIGN. ART FAILURE TO • My�•'1MPOIITAMT•• '9DL TB11.0 PSF DRW CAUSR427 98132037 SHR-ANCRIBBBB BUILD T1E TRUSSES IN CONFORMANCE WITH TPI. OR fAARICATING, HANDLING, SHIPPING, INSTALLINB AILD BRACING Of TITS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of 105 (NATIONAL DESIGN B C L L 0.0 PSF CA -ENG A E B /CWC ONOPUBLI SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 6xmTOT.LD. SEAN - 25893 yy,w,__�� �w •�' Se>sa�mfo.CA95rI>e CONNECTORS MMA E DE OF E06A ASIR A653 6110 SALT. STEEL, ENCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCA710 ON THIS DESIGN. POSITION CORRECTORS ►ER 00ArINCL LBO A•ILITY . THE SEAL ON THIS DMYTN6 INDICATES ACCEPTARCE OF PROFESSIONAL EH61NEEliNftim 2 COMPONENTIFOR ANYL►MTICULARILY FOR EO9Il0ENGness 011SaTHEETRESPONSIBILoistam I TY Of THE GULPING OESICK4. EPER TNIS ANSI/TPI 1.1995 SECTION 1. 41.0 PSF DUR.FAC. 1.25 FROM ED SPACING 24.01 Lc'), N co"1-1 C=L. L— ca 0 z R ZPR4SIG-MONTE PRATT / SIGLAR - T•8 COHN 12 -STUB IEND & 4' TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 30 PSF BC LIVE LOAD PER UBC. W1.5X4 ■ T 2' '6 W2. TRIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W5X48 '1.5X4 01 L 10-0-0 I 2-0-0 I fE 12-0-0 Over-2"Support1-1 , R-492 11-3.5' -- - R-492 W-3.5' PLT TYP- Wave TPI -Q5 6-5-6 +8-0-0 i8 �•���L.A - 1 - - - r scale -.sib-Ft. —WARNING—TRUSSES REQUIRE 12TRENE CARE IN FABRICATION, HANDLING, SHIPPING, INSTAIIING AND IIACINO. REFER TO H10•91 (NAIOLING INnALLINB AND 11111[116), 10LISIEO BY TPI (TRUSS PLATE EggTC LL 16.0 PSF REF R427--77957 INSTITUTE. 503 D'ONOFRIO DR,. SUITE 200. MADISON, NI 5)711). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAY[ PROPERLY ATTACN[0 TC D L 1 5.0 PSF DATE 05/12/98 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. �l PRODUCIMPOTS. FURBISH A t RE 0/ TRIS DIS181 TO TSE INSTALLATION CONTRACTOR. ALPINE AILURE[TE0 '98 q j� BC DL 10.0 PSF DRW CAUSR427 98132078 ►BODUCTS, INC. SNlll MDi G( RESPONSIBLE IDl ANY DEV11T1 ON FROM Ttllf DCSIBN; ANY ►A[LURE TO IRAN 0UILO TIE TRUSSES IR CONFORMANCE N1TN TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND -A4KR- "ACING 0I TGUISES. THIS DESIGN CONFORMS NITS APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN To BC LL 0.0 PSF CA -ENG A E B /CNC SPECT,ICAT,On PUBLISHED 0Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONBICTORS ARE RADE OF 108A ASTM A563 6140 GALV. STEEL, ESCEPT AS NOTED, APPLY CORRECTORS TO �' � * TOT. L 0 . 41.0 PSF S EON - 25924 EACS FACE OF TRUSS, AND UNLESS OTMEANISE LOCATED 00 THIS DESIGN, POSITION CONNECTORS PEl •lpym �,,,,1,,�.� RESP011LIRILI7YONA111161; 160 • SOLELY Z. TFOR ot ST [ TAUS$ COMPONENT DEAL ON THIS CRAVING ESIGNTSHOWN. THE SUITABILITYES ACCEPTANCE OF OAND UNAL SE OFTHISDUR.FAC. 1.25 FROM ED ry CA "M8 �" COMP011ENT ►Ol ARV ►A11TICULAR BUILDING IS TME RESPONSIBIL171 OF THE OUILOIN6 OESIGRER, PEl ANSI 1-1996 SECTION E. SPACING 24.0' PRASIG-MONTE PRATT / SIGLAR - NT -9 STEP/HIP [14' LOP CHORD 2x6 DF -L #2 80T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 NEM -FIR #3 OR BETTER @ 24.00'oc. ATTACH WITH 2-36d NAILS A 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL C0110. W3X6-- WZ.D'4 8 v A C=:) W3X4(Al) ® W1.5X4 9 Y'• W4X6in 2-Q A 1 W1.5X4 0 W3X8�I a W1.5X4 M w w z WSX4(Al) ® ' +10-0-0 -0-0-0 �/ , w _' z �o-�L, 17-1-12 '� �� I��� q� 14-0-0 10-5-8 7-6-8 �1 - _ I5-0-0 32:'0 -0 Over 3lSupports_` I R-717 W-3.5' k-- `—� R-1462 W-3.5' R-538 Y - co N Lr PLT TYP. Wave TPI -95 Design Criteria: TPI(ST 18 •NARNIUS- TRUSSES REQUIRE EITR(HE CARE 11 FABRICATION, HANDLING, SNIPPING, IRSIALLIN8 AND Et BRACING, REFER TO NIB -91 (MANGLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE (]O 11STITUTE. $OS O.OIO►R10 C•.. SUITE M. NADESON. NI 69110), FOR SAFETY PRACTICES PRIOR TO V. 07 PERFORMING 7NESE f/NCTIONS. UNLESS OTHIRNISE INDICATED. TOP CAM SHALL HAVE PROPERLY ATTACHED 1 STR UCTWRAL PANELS, DOTTOA CHORD SHALL HAVE A PROPERLY ATTACHED 8I6I0 CEIL116. �-• **IMPORTANT" FINNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. WINE ENGINEERED '98 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO CD CHILD THE TRUSSES 11 CONFORMANCE NIIB TPI; ON FABRIGTIIG. HANDLING. SNIPPING, INSTALLING AID CV BNAtIN6 OF TRUSSES. THIS DESIGN CONFORMS HITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN S/ECIFICATION PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSOCIATION) ARO T►). ALPINE '7• CONIECTUAS ARE MADE 0► ACOA ASTM A653 9440 GAY. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO C4 EACH FACE Of TRUSS. AID UNLESS OTH(INISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I� .� �V,,y� DRAHINGS 160 A-1. TAF SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Nr p,,,,;�r.� Ram I. RES►ONSIOILITT SOLELY FBI THE TRUSS CONFORENT DESIGN $HON1. THE SUITABILITY AND USE OF THIS A�. N CA 9SBZ8 COMPONENT FOR ANY PAATICOLAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER. PER w ANSI/TPI 1.1995 SECTIoR E. CA - 1 - - - F Scale -.18750/Ft TC LL 16.0 PSF REF R427--86953 TC DL 15.0 PSF DATE 05/26/98 BC DL 10.0 PSF DRW CAUSR427 98146044 BC LL 0.0 PSF CA -ENG AEB/CNC TOT.LD. 41.0 PSF SEAN - 50635 DUR.FAC. 1.25 FROM ED SPACING 24.0' E— nom: IG-MONTE PRATT / SIGLAR - NT -10 HIP f12'SB)) TOP CHORD 2x6 DF -L #2 BOT CHORD -2x4 DF -L #1 WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W: W2. 5X4 6*, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 24.00'oc. ATTACH WITH 2-16d NAILS 8 20 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD110. W3X8m W2.5X4m W2.5X4 4i�, WJAU— NT �a W4X4 (A2) Ra , +8-0-0 1_ 12-0-0 1 12-0-0 I 12-0-0 1 IE i7-3_6-0-0 Over 3`Supports% �rly Ra824 N-3.5' _ R-1120 N-3.5' h�.�-Tl. "nj 0vt PLT TYP. Wave TPI -95 Desi n Criteria: TPI STD 18 l.C) t 1 CA 1 - - - F' Scale —.1875• Ft. "MARNIN6'. TRUSSES REOUIRE EXTREME CARE SN FABRICATION. BANDLIND. SHIPPING. INSTALLING AND 1 BRACING. REFER TO VIB•91 (HANDLING INSTALLING AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE V. TC LL 16.0 PSF REF R427--86954 �p INSTITUTE. SBS DFUNOFRIOCTION DR.. SUITE 200. NAD ISDN. MI TOP C). FOR SAFETY PRACTICES PRIOR TO V. TC DL 15.0 PSF DATE 05/26/98 Com) P[Rf0AN1YG THESE FUNCTIONS. UNLESS DTBERNISE INDICATED. TOP Ct00.D SMALL SAVE PROPERLY ATTACHED QA STRUCTURAL PIXELS. BOTTOM CHORD S54L HAVE A PROPERLY ATTACRID RIGID CEILING. r.. IMPORTANT— FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 198 BC DL 10.0 PSF DRW CAUSR4Y7 98146045 PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO cisBUILD TOE TR@iSIS IM CONFORMANCE PITH T►I; OR FAPRICATIRC. MARBLING, SNIPPING, INSTALL146 AND m N BRACING OF TIUSDO LISIS. THIS DESIGN CONFORMS MIT@ APPLICABLE PROFISIONS OF NOS (NATIONAL DESIa@ 6�i� BC LC 0.0 PSF CA -ENG AE B /CWC SPEC EFICATIAR PMADE OF OID BY THE AMERICAN U AST" A653 G FOREST AND PAPER ASSOCIATION) D. TPP. ALPINE * TOT.LD. 41.0 PSF SEAN - 50671 EACHFACEOf TRUSS, AND 0 LESS OTHERWISEALOCATLD 0V. n THISEKCEPT AS BESIGN, POSITION CONNECTORSAPPLY ,►E RS TO •,�;Y DRAWIKS ISD Al. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25• FROM ED RPSPONSTBILITT SOLILY FOR THE TRUSS COMPORENT DEfI6N SHOWN- TNI SUITABILITY AND USE 0/ THIS /4 ' SaeremaLPD,G9S828 COHPONPNT FOR ANY PARTICUTAiI BUILDING IS TN[ NEWSSIBILITY OF THE BUILDING DESIGNER. PER �Y SPACING 24.0' ANSI M1 1.1995 SECTION 2. It 'RASIG:MONTE PRATT / SIGLAR - T-11 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. *********DO NOT TURN TRUSS END FOR END********** W5X68 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (A) 1X4 STRESS RATED #3. STUD, STD. OR BETTER CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2)8d NAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC 8 BC @ 72.00" OC. W2.5X443 W4X6 6 �6 7 \\ H C—v ca W3X4(A1) a a W3X4(A1) o� T--0-0 j ' W1.5i4 1 W3X4� W2.5X4n a `.! W2.5X4(R) M C=3W3X6m W2.5X4(R) W .z z - ac6aaa 12-1-12- _I pw6 w. z 18-0-0 18-0-0�' f 36-0-0 Over. -3 -Supports !TTI COQ; gge�tt �� Al- MEN R-441 W-3.5' R-1686 W-3.5" B U 1 # d0 Z iA-3L. PARI• �1 9 °J w Jk . %v' F PLT TYP. Wave TPI -95 Desicin Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale - 1875" Ft Ln I 00 07 E! •elRAt icNC cru TOY IE 1.1RE (WANDIINGE CARE 14 %nuIING AND BIACII6)NAAPUBIISRED B1 ITT [Nauss vuT�E INSTITUTE. SB$ D'OIOrAIO DR., SITE 100. MADISON. WE 5$719). FOR SAFETY PRACTICES PRIOR TO PERFORMING, THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CROAD SHALL NAVE PROPERLY ATTACHED* STRUCTURAL PANELS. NOTTOM CHORD SHALL HAVE A PROPERLY ATTACIED RIGID CEILING. •IMPORTANT•FURNISH A COPY Of THIS DESIGN TO Tat INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; Alf FA1.141 TO BUILD TI[ TRUSSES 1I CONFORMANCE WITH TPI: ON FABRICATING. HANDLING. SHIPPING. INSTAILIIIG AND BRACING OF TRUSSES. TRIS OES16H CONFORMS NITS APPLICABLE PROVISIONS OF ADS (IATIOIAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C04NECIONS ARE NMI Of 20GA ASTM A65I G460 GALT. STEEL, ESC(PT AS NOTED. APPLY COIRECTOIS TO EACH FACE OF TRUSS. AND BILES$ OTHERWISE LOCATED ON THIS DESIGN. POSITION CORIECTORS PEN DAAWIIGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL -1 MEIRING, ELY FOR CORPORERTRESPO EFORYANYIPMTICOIAN E0UII INS I US ISOTHETREi ONSIBILITY Of Of TIE BUILDINGVA. TIE IDESIGNER. PER TY AND ONSE OF THIS ANSI/TPI 1.1995 SECTION 2. E 98A r 9 E' Ya p� >k TC LL 16.0 PSF TC DL - 15.0 PSF B C D L 1 0.0 PSF BC LL 0. 0 PSF TOT . L D . 41.0 PSF REF R427--77960 . DATE 05/12/98 DRU CAUSR427 98132041 CA -ENG A E B / CWC SEAN - 25951 DUR.FAC. 1.25 FROM ED SPACING 24.0' m PRASIG-MONTE PRATT / SIGLAR - NT -12 HIP [14' TOP,CHORD 2x6 OF -L.#2 BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEN -FIR #t3 OR BETTER ® 24.00-oc. ATTACH WITH 2-16d NAILS 8 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33). OR HIO -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL CD110. 144X6 W3X6� WU60 � W2.5X4= W3X8m W1.5X4 B W3X10m 6 N— kW2.5X4 6W3X42-6-6 W2.5X4a 2-Q-0 .w 1 ix �1 W1.5X4.0 W3X4N• W3X8aW2.5X48 W1.5X4 a W3X10Q z -2X411 W3X6 m z 23-10-4 z 10-0-0 18-8-8 a- 24-0-0 � - � 36-0-O,Ov.er 3 Supports, R-971 W-3.5' R-1476 W -3.5- N T \i 1-011, W3X4(A1) a +10-0-0 J� ..�.8-0-0 Will -Z-A I B U 211-&R 4, P P E COU TY -DEPARTIVIp�%g�ICi°Cp' 4 ti R Lf -J% V F C.) CA - 1 - - - F Scale —.1875w/Ft fEtilq� TC LL 16.0 PSF REF 1427--86955 V. � .y'O i TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 41.0 PSF a-, DRW CAUSR427 98146046 CA -ENG AEB/CWC SEQN - 50696 PLT TYP.-AI ine.Wave TPI -95 Design Criteria: TPI ST' dt) —WARNING ^ TRUSS[$ REQUIRE EXTREME CARE IN FABRICATION, MANIKINS. SHIPPING. INSTALLING ANO BRACING. NEFER TO NIO.11 (11.111.1 INSTALLING ARD BRACING). PURLISIED BY TPI (TARS PLATE ' INSTITUTE. 563 D? km IO OR.. SUITE 200. MDISON. NI 63)19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOND SHALL NAVE PROPERLY ATTACHED [T STRU%AL PANELS. NOTION CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. CT --IMPORTANT•- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEOED '—' PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO CO BUILD TINE TRUSSES IsCONFORMANCE WITH T►1: OR FABRICATING. HANDLING, SAIPPIRC. INSTALLING AND N BRACIRG OF TRESSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of RDS (NATIONAL DESIGN SPECIFICATION PONLISHED NY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORNECTORS ARE MADE OP 2DGA ASTM A633 6140 GALV. STEEL. EXCEPT AS ROTED. APPLY CONNECTORS TO Swriamo�� 95928 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DNANINCS 160 A•1. THE SEAL OH THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPORENTIFORYANTLPAR7I CULARELY FOR ETRUSS OU1l01 ROI$ TtlETDESIGN SHOWN. THE RESPONSIB1l ITY OF Ttlf 6UIlDIN81TY AND 0[SIGNER USE Of THIS ANST/TPI 1.1993 SECTION 2. N T \i 1-011, W3X4(A1) a +10-0-0 J� ..�.8-0-0 Will -Z-A I B U 211-&R 4, P P E COU TY -DEPARTIVIp�%g�ICi°Cp' 4 ti R Lf -J% V F C.) CA - 1 - - - F Scale —.1875w/Ft fEtilq� TC LL 16.0 PSF REF 1427--86955 V. � .y'O i TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 41.0 PSF DATE 05/26/98 DRW CAUSR427 98146046 CA -ENG AEB/CWC SEQN - 50696 DUR.FAC. 1.25 FROM ED SPACING 24.0" a rn I=L. rn CV O z (PRASIG-MOMTE PRATT / SIGLAR - NT -13 HIP [12'S83 [1 -PL TOP CHORD 2x6 OF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS ------ (LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 30 PLF at 31.00 to 30 PLF at 36.00 TC - 665 LB Conc. Load at 28.00 10 PSF BC LIVE LOAD PER UBC. W2.5X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T(A SCAB BRACE, SAME SIZE. GRADE. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS 0 4. OC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 24.00"oc. ATTACH WITH 2-16d NAILS 8 20 DIAGONAL BRACE PER HIB -93 13.2.1 (FIGURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL C0110. V106 W2.5X46 W2.5X4® W3X8m W2.5X4w W3X4m W4 X4 oNIS `= o T (A)• cc 2-6-6 AQ w _rte z W1.5X4 11 W4X4e W3X8En W2.5X4III W1.5X4 M W2.5X4m W3X6rx W2.5X4(R) M x¢65# W2.5X414 -� W6X4(R) 41 n W5X8 w, W2.5X4 . WUX (AI) a +10-0-0 r •0; _ T--0-0 w 30-10-4 J �� w z I 8-0-0 I_ 20-0-0 _1_ .8-0-0-- 31-0-0 -0-0-.31-0-0 1`,_ 5-0-0 ) 36-0-0 Over-3'Supports R-1317 W-3' R-2187 W-3.5' 0 0 - - - f Scale -.1875" Ft. PLT TYP.'Wave TPI -95 Design Criteria:•TPI STD 18 _1 "WARNIUS-* TRUSSES REQUIRE EXTREME CAME IN FABRICATION, HANDLING, SNIPPING, INSTALLING AID BRACIIG. REFER TO 111.01 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE E T LL 16.0 PSF'. REF R427--86956 CD INSTITUTE. 503 D'ONOFRIO DR.. SUITE 100, RADISON. WI 63119). FOR SAFETY PRACTICES PRIOR TO CHORD SMALL HAVE PROPERLY ATTACHED TC DL 15.0 PSF DATE 05/26/R8 CT CT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .*IMPORTANT-- FURAISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9+5 BC DL 10.0 PSF DRW CAUSR427 98146047 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS OESIGA; ART FAILURE TO Q6 BUILD THE TRUSSES I1 CO NITN TPI; OR lARRTGTING, HANDLING. SHIPPING. INSTALLING AND BC LL 0.0 PSF CA -ENG AEB/CWC N BAACIID OF TRUSSES. THIS DESIGN C09FORMS VITO APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED OT THE AMERICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TO * TOT L D 4 1.0 PSF SEO N - 50722 p ; CONNECTINS ARE HAVE of FOGA ASTM AGS3 040 GAIL. STEEL, EICEPT AS NOTED. APPLY CONNECTORS . . .,,,M,.,,.� p P`w �. ++�&cer dito� CA EACH FACE OF TRUSS, AND NILESS OTHERVISE LOCATED OW TRIS DESIGN, POSITION CONNECTORS PER DRAPINGS 160 A•2. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SHORN. TWE SUITABILITY AND USE OF THIS Ca"OVENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERSacffumbp MSI/TPI 1.1995 SECTION 2. D U R . FAC. 1.25 FROM ED SPACING 24.U' rn N O z TOP CHORD 2'X6 OF -L #2 BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard :H14 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER 24.00'oc. ATTACH WITH 2-16d NAILS A 20 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL CD110. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (A) SCAB BRACE, SAME SIZE. GRADE. AND 80`X LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS ® 4' OC. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 m W2.5X4 0 6 r- W3X8sa W2.5X4•m W4X4F : �_W2.5X4 ...W4X4e_— W3X8sm W5Hm ... W5X6� . --- _. 3-0-4 2 6-6 W14 A W2.5X4 I W3X4= W2.5X4 m W2.5X4 ® W4X4Em W3X8i W4X6 (R) 0 W2.5X4 0 W4X12a HS25128 - 29-0--0_ aI :- 31.0704ver. 2._Suppor� is � IR-1752 W -2.5"R` 9y.W3 f , PLT TYP. High Stren th.Wave TPI -95 Design Criteria: TPI STD 18 �J -/-/F Scale -.25-/Ft. **WARNING** TRUSSES REQUIRE EITAFIR WE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AIDCIN ETE LL 16.0 PSF REF R427--86959 ti TITGTI.RE503 O'OMOFRIO Of.. SUITE ZOO. DLING AMADISON.�WE $3712).PNFOR SSAFETY PRACTICES HED BY TPI OPRIOR SS ATo PERFOAMIRATESE FUNCTIONS. UBLESS OTHERWISE INDICATED. TOP CHORD SHALL HATE PROPERLY ATTACHED TC OL 15.0 PSF DATE 05/26/98 i STRUCTURAL PMANELS• BOTTOM CHORD SMALL HAVE A PNOPERLY ATTACHED AIBIO CEILING. **IMPORTANT** FURNISH A COPY OF THIS 015161 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9B BC DL 10.0 PSF DRW CAUSR427 981460/9 ' PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; ANY FAILURE TO •iA.�� QUAD THE TROSSES I1 CONFORMANCE WITH TPT; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND B C L L 0.0 PSF CA -ENG A E B /CWC L BRACING OF TNOSSES. 7111S OESICN CONFORMS VITO APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN �� SPEC CONIECT0R2IAAE MAD[ OF 106ATHE ASTAMERICAN A657 Q{0 GALTANSTCEIERE CErT1ASIRDTED.AND TPI. APPLT CONNECTORS TO * TOT. LD. 41.0 PSF SEQN - 50749 EAC" FACT Of TAOS$. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PEA . DRANINGS 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR . FAC . 1.25 _ FROM ED e►,, j�p7��,.�,����.,�'y7�.� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SBDWN. THE SUITABILITY AND USE OF THIS ryr 4".4o,,e'•`" •Im AOSI/iEIT1FOR9ANSECTIDICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0° PRATT / SIGLAR - NT -148 HIP I4' TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard :W14 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00'oc. ATTACH WITH 2-16d NAILS d 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD110. W1.5X4 W5X8m 1 — W2.5X4(R) W W2.5X4.® THIS OWG PREPARED FROM COMPUTER -INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. JA),,SCAB BRUCE, SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS ® 4. OC. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 a W4X4a W2.5X4m W5X6s W2.5X4 ONE 7N\1 13 W2.5X4CBS W4X4w W5X4m !`~ W5X4® W14 3-0-4 1.8-0-0 W4X4m W5X4= W5X4® W1. 5X4 ■ w 1_ 4-0-0 _I 27-0-0 1 31-0-0 Over I 2 -Supports ; R-1271 W-2.5• — - c.I PLT TYP.' Nave TPI -95 Design Criteria: TPI(ST0) 1�CC /-/1/-1-/-/F Scale x.25' L.[') ­YARNING" * TRUMS REQUIRE EITREME CARE It FABRICATION, RAMBLING. SHIPPING, INSTALLING AND 1 ORACI NG. RIFE4 TO HIt•9l (RANKING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE � .:ACI 503 O'OM0FRI0 DR., SUITE 200. MADISON. NI $3719), FDR SAFETY PRACTICES PRIOR TO CT PERFORRING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p� STROCTBNAL PANELS. BOTTOM CHORD SHALL NATI A PROPERLY ATTACRID RIGID CEILING. ---, •IMPORTANT- FORA ISN A COPY OF THIS DESIGN TO THE INCT STALLATION CONTRAOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C,p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 09 FABRICATING. HANDLING, SHIPPING. 11STLLLING AND N BRACING OF TRUSSES. TRIS DESIGN CONFORMS VITA APPLICABLE PROVISIONS OF HOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TOE ANINICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON:ICTORS ARE MADE 0► 2OGA ASTM A653 GRAD GAU. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGR. POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AI�p Ea&o= ,N �� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TEE SUITABILITY AND US( OF THIS Samimeolk CIA 9S1 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE R(SPOBSIBILITY OF THE BUILDING DESIGNER. PER ANS/FTP1 1.1995 SECTION 2. TC LL 16.0 PSF TC DL 15.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TOT. LO. 41.0 PSF DUR.FAC. 1.25 SPACING 24.0R REF R427--86958 DATE 05/26/98 DR W CAUSR427 98146048 CA -ENG AEB/CWC SEAN - 50746 FROM ED (PRASIG=MONTE PRATT / SIGLAR - NT -14C HIP [6'SB] W - TOP CHORD 2x6 DF -L #2 :T3. T5 2x4 OF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W20 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LATERALLY BRACE BOTH FLAT TOP CHORDS WITH 2x4 HEM -FIR #3 OR BETTER @ 24,00'oc. ATTACH WITH 2-16d NAILS 8 2x4 DIAGONAL BRACE PER HIO -91 13.2.1 (FIGURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD110. W WSX6,o T 2-¢-6 - A W2.5X4 d WSX12to W2.5X4 o W2.5X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (A) SCAB BRACE, SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS @ 4' OC. 10 PSF BC LIVE LOAD PER UBC. W3X4eN W2.5X4 m 142.5X411 WMsm HS2512 e W3XB= 4 5-)-4 -0-0 W5X6 ;m W2.5X4 II L 6-0-0 _I_ 25-0-0 I fN2 31 -0 -0 -Over -2 -Supports #1 Tv 41t� I R-1743 W-2.5' .�---: _ a LAR 1757 W_-3.5' i BUILDING DEVri I ME Note: All Plates Are W1.5X4 Except As Shown. im r% m N4 PLT TYP.'Hi h Stren th Wave TPI -95 Design Criteria: TPI STD 18 CA -1 - - ca'- —,25" Ft. •'VANRENG'- TRUSSES REQUIRE ERTRENE CARE IN FABRICATION, HANDLING. SNIPPING, IRSTALLIRG AND E TC LL 16.0 PSF REF 9427--86957 BRACING. REFER TO 1110.91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE j INSTITUTE, SR7 D'0N.111. DR.. 1.1TE 1.. MADISON, BI 53719), FOM SAFETY PRACTICES PRIOR TO 3 ►ERfORNINS TRE SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE P40FIALT ATTACHED �• ' TC DL 15.0 PSF DATE 05/26/98 3 STRUCTURAL PANELS. BOTTOM CHOAD SNALI HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT'• FNRNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E161NEERED 198 BC DL 10.0 PSF DRW CAUSR427 98146052 PRODUCTS, IN C• SNAIL NOT 0E IFSPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i BUILD THE TRtlSSEt I1 CDNFOMANCL WITH 191; OR FABRICATING. MAtlDLltl6. SHIPPING. INSTALLING AMD .S BRACING Of TROSSES. THIS DESIGN CONFORMS VITO APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGNy /r 8C LL 0.0 PSF CA -ENG AEB/CWC SPICIFICATIOR FOBLISREO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. ALPINE 1* Yf TOT. LD. 41.0 PSF SEAN - 50764 • CONNECTORS ARE MADE OF EOG ASTM A653 GRAO QALY. STEEL, INCEPT AS NOTED. APPLY CONNECTORS TO �^ EAC tl FACE OF TRUSS, AND UNLESS OTIIEAVISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER DNANINSS 160 A•2. THE SEAL 01 T1[$ DINNING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��' D UR .FAC . 1.25 FROM ED 1 Alpi p,, l��.l pucM � "ISPONSIBIL)7T SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IL_ -'Y_ :b�+�'90 AOSIFTP[Tl•OR ANY PARTICULAR BUILDUR 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - SPACING 24.0' Lit CV 1-1 22 A-: r— ca 0 z JPR•ASIG-MDNTE PRATT / SIGLAR - T -IS 70P CHORQ 2x6 DFLL #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3, c� H v A LJ - S1. R. A W- OG W ' w z z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC B -BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W5X4 Ta W3X4m I \S +8-0-0 � 12-0-0 1 12-0-0 But Cot. �„�NG �.,, -� Q � �;. _ _ 24-0-0 Over 2 Supports- — � MIEN, I R-1077 W-3.5' R-1077 W�3.5' V Ii. LC1 PLT TYP. Wave TPI -95 C7) CT) CIS ne 4rw44 4w TOT/CTM In n_.1 11 - WARN TIMES R[Otl IRE ([1NEN[ CARE IN FABRICATIOR. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TD MID•91 (HAULING INSTALLING ARD BRACING). PWBLISHED NY TPI (TRUSS PLATEf!) ��•. TC L L _ 16.0 PSF --L.J 4• REF R427--77969 INSTITUTE, S03 D-ONOfR10 01.. SUITE 200, MADISON, W1 S3119), FOR SAFETY PRACTICES PRIOR TO DATE 05/12/98 PERFOAMIRG THESE FUNCTIONS. BNLESS OTHERWISE 11DICATED, TOP CHORD SHALL HAVE PROP(ALT ATTACHED STRUCTURAL PAUL$. BOTTOM CHORD SHALL RAPE A PROPERLY ATTACHED 91610 CEILING. TC D L 15.0 PSF —IMPORTANT-- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEEREDBC PRODUCTS. INC. SMALL NOT BE RESPONSIBLE ►OR ANT DEVIATION PROM TNIS DESIGN. ANT FAILOAE TO BUILD CONFORIIANCE TPA; TNQ AND DL 10.0 PSF DRW CAUSR427 98132047 CA -ENG AEB/CNC PACING110FT71BSSES.Y THIS DESIGNETH CONFORMS0VIT11 APPLICABLE PR011SIOIS OFPRDSG(NATIONAL OESGN BC LL 0.0 PSF S►[CIFICATIONPUBLISWEO BV THE AMERICAN FORM AND ►APER ASSOCIATION) AND TPI. ALP11[ 006 SEAN - 25956 COINECT'015 ARE NAD[ OF 20GA ASTM ASSS GR40 GALV. STEEL. EXCEPT AS 1101111- APPLY CONNECTORS TO EACHFACEOFno59.AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN. POSITION CONNECTORS PER TOT.LD. 41.0 PSF DAANINGS 160 A-1. THE UAL 02 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALENOIREER11GDUR.FAC. USE THE TRUSS OIS THETRESPONSIBILITY DESIGN SHOWN. 7111 SUITABILITY �GNEA. LPARTIELY OCUWI 1.25 FROM ED COMPONENTIFDA ANYLITY BUILDINGR OF THE BUILDING DESIP ERTNISABSI/TPI SPACING 24.0" ]•19PS SEtiIOA E. JPRASIG-MONTE PRATT / SIGLAR - T-16 HIP [6' TOP'CHORD 2x6 OF -L #2 BOT CHORD 2x4 DF -L fl&Bet. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TC. ATTACH 20 STRESS RATED LATERAL BRACING TO FLAT TC 0 24.00' OC. ATTACH WITH 2-16d NAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33), OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 OC. W6X6® THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. i1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R A R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. 116 X6® W5X6(A2) _... _ .._ T Y W5X6(A2) s3 -T , `U Lr 8-0-0 r 8-0-0 r 8-0-0 r t� 2r 4-0-0 Over 2 Supports` p R-2400 W-3.5' -- R-2400 W-3.5 �w � L R3-1110 W-3.5. R3-1110 N-3.5 High Stren th Wave TPI -95 Design Criteria: TPI STD 18.2c4 CIG°- 1D- - F Scale -.25' Ft. -•WARNING —TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANOID, SNIPPING, INSTALLING ARO r Q�� �C LL 16.0 PSF REF R427--77971 BRACING. will TO R11-91 (NAIOLING INSTALLING AND GRACING), PUBLISHED BY TPI (TRUSS PLATE iE�OM IMGTITUTE, SBS D-ONDFHIO OR., SUITE L00, 11111, YI SS)19), FOt SAFETY PRACTICES PRIOR TO PERFORMING TIESE fUNCTIORS. UNIESt OTHERWISE IRDICATEO, TOP CHORD SMALL MATE PROPERLY ATTACKED �F TC DL 15.0 PSF DATE 05/12/98 STRUCTURAL PANELS, BOTTOM CHORD SNALL KATE A PROPERLY ATTACKED RIGID CEILING. '-IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO TUE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -9B BC DL 10.0 PSF DRW CAUSR427 98132048 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FA IL UR( TO BUILD THE 7201SES 11 CONFORMANCE MITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BC LL 0.0 PSF CA -ENG AEB/CWC BRACING OF TRUSSES. THIS DESIGN CONFORMS 117M APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SIP SPECIFICATION PUBLISHED BY Till AMERICAN FOREST AND PAPER ASSOCIATION) AMD TPI. AIP IME CONY[CTaas ANE NAGE OF 20CA ASTM A65� BAAo GAIN. STEEL, EXCEPT AS NOTED. APPLY CONNtCTOSS TO * * TOT. LD. 41.0 PSF SEON - 26270 [ACO FACTOF TRUSS, AMD UNLESS OTNERYISE LOCATED ON TNIi DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•T. THE SEAL ON TRIS DRAWING INOICAll ACCEPTANCE Of PROFESSIONAL ENGINEERING D UR FAC 1 2 5 ` 4ARESPORSIBILITV SOLELY FDA THE TRUSS COMPONENT DESIGN 310113., THE SUITABILITY AID USE OF THIS FROM E D "-Smkwsvtk '' CA CON' OUEST FOR ABT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGMER, PER A1 III I-Isms SfcTIO E. SPACING SEE ABOVE N O N PL. cacc— TOP� 0 z IASIG-MONTE PRATT / SIGLAR - T-17 CHORD 2x6 DF -L §2 BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. W5X4m THIS OW& PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. E- rC D `J A a a • W2X6 (A ) m W2.5X4 o W3X4m W2X6 (A1) w W2. 5X4 8 w .z z C=3 C-3 �� z L 12-0-0 _I� 12-0-0 I c 24-0,0_0v_er 2_Suppo1rts� GO�� R-980 W-3.5" R-1081 W-3.5' � 3 /( 0 �! PLT TYP. Wave TPI -95 Design Criteria- TPI STD 18.2c4 F Scale —.25" Ft. L.[7 -NARRIN6— TROSSES RIOUIRE [STRIKE CARE It FABRICATION. HANDLING. SHIPPING. INSTALLTIG AID GRACING. REFER TO HIM -91 (BANKING INSTALLING AND BRACING). PUBLISHED 8V TPI (TRUSS PLATE .0 LL 16.0 PSF REF 8427--77973 LIST 170TE. SOS 0•010FR70 011.. SUITE 200. MADISON. WI 63719). FOR SAFETY PRACTICES PRIOR TO OO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC"L 15.0 PSF DATE 05/12/98 O STRUCTURAL PANELS. BOTTOM CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. C71 IMPORTANT'- FURNIS/ A COPY OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. Alfl9t I "'IfIREO 98 ,e C DL 10.0 PSF DRW CAUSR427 98132049 ---• PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AIT DEVIATIDA FROM THIS DESIGN; ART FAILURE TO BUILD 791 TRUSSES IR CONFORMANCE WITH 111: 01 FABRICATING. HANDLING. SHIPPING. INSTALLING AND r N BRACING Of TAOSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES164 BC LL 0.0 PSF CA -ENG AE B / C N C ^' SPECIFICATION PUBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALip RX CONNECTORS ARE MADE OF 20GA A37N AGS3 040 GALV. STEEL. EICEPT AS NOTED. APPLY CORNICTOAS TO * TOT.LD. 41.0 PSF SEON - 26282 EACH FACE Of TRBSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNICTOI ►[R w Q-,��p,,,,A,,,.� DRAWINGS 160 A•1. THE SEAL 01 THIS ONAM106 INDICATES ACCEPTANCE OF PROFESSIONAL IRG1R[ERIIG ` BUR. FAC. 1.25 FROM ED A "c""d`"�`""'I�' COMPONENTRESPONSIBILITY FOR ANTIELY PARTICR THE TRUSS ULAR AR 201 0146 IS THETDESIGN SHOWN. THE SUITABILITY AND RESPONSIBILITY OF THE BUILDING DES16NER S[FE, Tp15 Surfinmto,CA95&n ANSI/TPI 1.1995 SECTIOI 2. air SPACING 24.0" LA 7 N N cam.. c— ca M 0 z JPRASIG-MONTE PRATT / SIGLAR - T-16 MONO/HIP [8 -SB)& 10 -SB TOP CHORD 246 OF -L-#2 BOT CHORD 2x4 DF -L #1&Bet. :B2 2x4 DF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. #1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. 0 F ' U THIS DW6 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ,,(A) 1X4 STRESS RATED #3, STUD, STD, OR BETTER CONTINUOUS tLATERAL BRACING EOUALLY.SPACED. ATTACH WITH (2)8d NAILS. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC @ 24.00' OC. ATTACH WITH 2-16d NAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33). OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY 05-07-14 OC. M6® WQVA— U12vtn— LAcvc_ uI evI T 4- -4 o - a -0-0 dA; a W4X4w �10W1.5X4N 82 W5X4(R) N W W5X6 (A2) e3 HS2512 in W5X6 ■5 �w r=3 W z Lr 8-0-0 _I 16-0-0 I 24_0-0.Over-2 Support i.e. R-2431 W-3.5' Rs2,29 k-3�'�' R3-1343 W-3.5' R3-15, W- 5' Ln Lr' PLT TYP. H1 h Stren th Nave TPI -95 L1i 1 [77 03 Roei— TOT/CTM 10 12—A /`A i_ Ai e_ i_ i .r -WARNING-- TRUSSES REQUIRE EXTREME CANE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. NEFER TO NIO.91 (HANDLING INSTALL116 AND BRACING), PUBLISHED BY TPI (TRUSS PUTS tNST1T171. SBS D'ONOFNIO OR., SUITE 200. HADISOR. WE S3719), FOR SAFETY PRACTICES P41011 70 PERFOAM116 THESE FUNCTIONS. UNLESS OTHENNISE INDICATED, TOP CHORD SMALL NAVE PROPERLY ATTACKED STRUCTURAL PANELS, BOTTOM CHORD SHALL RAVE A FROPERIV ATTACHED RIGID CEILING. ES _ /•�4j� TC LL 16.0 PSF TC D L 15.0 PSF REF R427--77975 DATE 05/12198 c�..,,,,,,,,���,N "-N'w"��-Phxbcb'" Saa®Lmto,CA93828 •IMPDRTAWT•- FURNISH A BU COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL ROT BE RESPONSIFOR ANY DEVIATION FROM TRES DESIGN; ANY FAILURE TO HANDLING. SHIPPING, INSTALLING AND BUILD TME TNbf[t6 IN CONTHIS DESIGF00.MA10E WITH TPI. ON FA6RICATINCN CONFORMS WITH BRACING OF TRNSSES. H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE CONNEC701$ AXE MADE Of 906A ASTM ASSN GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CORRECTORS PER DRAWINGS 160 A-2, THE SEAL OR TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGAlpine COMPONENTESPONSIBIFORYARYLIMTIItV CULANE TAUSS YILDIN6 �OTHfTRESPONSIR II ITV OF TMt UUI101RCSUITABILITY OESIAND EaSLPl; THIS ANSI/TPI 1.1995 SECTION E. -9B w� * * BC DL IU.O PSF B C L L 0. 0 PSF TOT. L D . 41.0 PSF DRW CAUSR427 98132050 CA -ENG A E B /CWC S EON - 26293 D UR .FAC . 1.25 FROM E D SPACING SEE ABOVE \I o-: rn N 0 z PRASIG-MONTE PRATT / SIGLAR - NT -19 HIP/GIRD 2 -PLY TOP CHORD 2x6 DF -L #2 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. '(H)R CONNECTION FOR -INOT CATED TRUSSES FRAMING FROM THE - BOTTOM CHORD: SIMPSON HUS26.2.7 SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. --[UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. ADDITIONAL LOADS ---(LUMBER OUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) BC - 1320 LB Conc. Load at 2.00 SC - 1752 LB Conc. Load at 4.00 BC - 1274 LB Conc. Load at 6.00 BC - 1752 LB Conc. Load at 8.00 BC - 1078 LB Conc. Load at 10.00f 83# �283# BC - 1078 LB Conc. Load at 12.00 E~ V .� O a W5X6(A1)T n-, THIS DWG PREPARED FRDM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HFR. 2 Complete Trusses..Required _ NAILING SCHEDULE: (10d—box—nails) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 3' O.C. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 06-08-14 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR $3 OR BETTER 12 24.00*oc. ATTACH WITH 2-16d NAILS 8 2x4 DIAGONAL BRACE PER HIR -91 13.2.1 (FIGURE 33), OR HIS -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL CDI10. A W C14 W6X8- W1.5X4I W6X8= W 1320,# 1752# 1274#71752# (1078# 1078# w ( � (H) � (H)` W.(H) W (`H) (H) 5X6 (Al) +-0-0 NT\g z L_ �� 5-8-14 _1_ 2-6-4 1_ 5-8-14 "{��14-0-0 Over 2 -Supports �TMw pI A DING R-5351 Na3.5' R-4940 M -3.5'© P Y F rn `'1 PLT TYP. Wave TPI -95 Design Criteria: TPI S1 N.n --WARNING-- TRUSSES REQUIRE EITRINE CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO MIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �i INSTITDTT, SBS O'ONO/RID OR.. SUITE I00. MADISON. WI Sim). FOR SAFETY PRACTICES PRIOR TO CT PERFORMING TRESS Ftl1CTIDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. PANELS. NOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. .-IMPORTANT'- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNODOCn INC. SMALL 107 BE RESPONSIBLE FOR ANY DEVIATION FIDM THIS DESIGN: ANY FAILURE TO CD NNILD TME TRUSSES 19 CONFORMANCE NITN T71: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND N NRACINO 0► TRUSSES. THIS 091161 CONFORMS WITH APPLICABLE PROVISIONS OF NOT (NATIONAL OES161 SPECIFICATION PUBLISHED ST THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .�- COINECTORS ARE NAGE OF EOGA ASTM AOS3 U40 QALY. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AS„1,,. EugineaW Ptoducts. Ism RESPONSIBILSTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS . CA 95828 CONPONENT 10I ANT 1 I..CULAN BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1101111"1 :,—,1 SECTION I. '98 4 6.;01811 TC LL 16.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 41.0 PSF OUR.FAC. 1.25 SPACING SEE ABOVE — 'A7R* REF R427--86960 DATE 05/26/98 DR W CAUSR427 98146053 CA -ENG AEB/CWC, SEON - 50777 FROM EO Lc� N M N a-. 4— co 0 z 'RASIB-MONTE PRATT / SI6LAR - T-20 TERM/NIP) TROP CHORD 2x6 DF -L'#2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard THIS TERMINAL GIRDER WITH 6-0-0 SETBACK IS DESIGNED TO SUPPORT TWO CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD AND 5-2-0 CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION THE OPPOSITE FACE SUPPORTS 2-0-0 OF LOAD SPLIT T.C./B.C. THE DESIGN OF ALL CONNECTIONS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. CONCENTRATED LOAD FROM EACH HIP RAFTER IS 299#. 6r W2.5X4 0 Cza I 2X4 (Al) A o - 4x A W a w w z c.5 z W1.5X4 U 598# WH41a WH8 Ga TMIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I -N LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. _ W2.5x4 ls�p W1.5X4 0 2X4(Al) m +8-0-0 w . 2-0-0-,J �--2-0-o-a1�1 6 w _ a` z L_ 6-0-0 - I 6-0-0 I 00 w1� 12-0-0 Over 2 Supports - -00-V 11 R-992 W=3-.�5•— ---- _- -- •R-998 W-3.5` PLT TYP. Al ine Wave TPI -95 Design Criteria: TPI(STD 18.2c4 CA/ -/11-/-/-/F Scale -.375'/Ft. L17 '-NARMMG•- TRUSSES REQUIRE [NTRENE CARE 11 FABRICATION, NARDLING. SHIPPING, INSTALLING AND BRACING. REFER TO 411.91 (HAIOLING INSTALLING AND $RACING). PUBLISNID 1Y TPI MUSS PLATE TC. LL 16.0 PSF REF 8427--77978 INSTITUTE. 565 D'ONDFRIO DR.. SUITE 200, MADISON, NI S5/10). FOR SAFETY PRACTICES PRIOR TO co PERFORMING TNES( f$RCTTDNS. UNLESS OTHERWISE ISDICATEO. TOP CRORD SHALL RATE PROPERLY ATTACRLD p TC DL 15.0 PSF DATE 05112/98 O) STIYCT4IAL PANELS. BOTTOM CHORD 59ALL HAVE A PROPERLY ATTACHED RIGID CEILIIG. CT ••IMPORTANT•• Fell [S6 A COPY OF TRIS DES160 TO TNM INSTALLATION CONTRACTOR. ALPIWE ENGIRIER(D '98 ,e B C DL 10.0 PSF DR W CAUSR427 9813PO51 �•• PRODUCTS• INC. SBILL lot BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 095191; ANY FAILURE TO HO ILD THE TRUSSES 11 CONFORMANCE WITI TPI; OR FAONICATING, HANDLING, SHIPPING, INSTALLING AID N BC LL 0.0 PSF CA -ENG AEB/CWC OAACINS Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN u3�5 ---� S/[CI /ICATtON POOL IST BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. ALPINE CONNECTORS ARE NAD( OF tOGA ASM A653 6140 GALV. STEEL, EXCEPT AS NOTED. APPLY CONRICTONS TO # * TOT. LD. 41.0 PSF SEQN- - 26309 EACN FACE OF Tg1f1, AID UNLESS OTN[IWI SE LOCATED 01 THIS DESIGN, POSITION CONNECTOAS PMN mow.. ORAWI1165 160 A- . TRI SEAL 01 THIS ORANIN6 INDICATES ACCEPTANCE Of PROFESSIONAL ENGINCMIlYG tONFONENTRESPONSIBIFOR NOTLITY LPARTICULARTHE BUILDI BUSS NIS THETREESPONSIBILITY OF THE BUILDING OESIGNEAfill SUITABILITY AID S[PER TMIS DUR.FAC. 1.25 FROM ED ANSI ITPI 1-1995 SECTION t. SPACING SEE ABOVE Tr N C— c.o c-� 0 z (PRASIG-HONTE PRATT / SIGLAR - T-21 COHN CANT 2' BOTH 0? CHORD 2x6 DF -L'#2 IOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 'LATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. W5X4B THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 6 BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 0 W2.5X4 e r 6I— —76 C— A 2X4(.1) 2X4(Al) 0 ix ca W3XBa a W1.5X4 II W1. 5X4 U .w C-0 z - Lo -6-D ijs-2'D-O---J 4r2 -0-0--l-1-6-" w l+ 6-0-0 I 6-0-0 I 12^0-0 Over 2 Supports R-585 W-3.57_ ��' R-585 N-3.5" w co 'r3 PLT TYP. Al ine.Wave TPI -95 De i C 1t i i m O2 CIS 1 1\ .8-0-0 ; BOLD, � i s n r er a. TPI TRUSSISTD EITHo 11 LAND 18.204 CA - 1 - - - F Scale -.375' Ft. ACING RlFt1 TO NI/ 9111 (Untja111 IIS ALLI GE BRACING). PUBLISHED BY TPI INSTALLING (TRUSS PLA INSTITUTE. 683 0'010FA10 OR.. SUB71 E00. MADISON. NI S3r19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FRICTIONS. UNLESS OTN[RVIS[ INOTCATED. TOP CHORD SMALL HAVE PROPERLY ATTACKED STRUCTURAL ►AN[LS, lOTiOM CtlORO 6NAll HAVE A ►ROPEALT ATTACHED �lMM�_ fEl,_ TC LL 16.0 PSF TC DL 1$.0 PSF REF R427--77919 DATE 05/12/98 R16I0 CEILIIB. "IMPORTANT-- Fit, SH A COPY OF TRIS DESIGN TO THE INSTALLATION COOTRACTOI. ALPINE ENGINEERED '9B- DRW CAUSR427 98132052 DUCTS. INC. SNAIL NOT BE AESPONSIOLE FOR ANY DEVIATION FROM TNIS OESION; All FAILURE TO ►NOXtb BC DL 1(1.0 PSF TK TRUSSES 11 CONFORMANCE IITK TPI; OR FABRICATING, BAADl IN8. SKIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS VITH APPLICABLE IL cS CA -ENG AE B /CWC PROTISIOAS Of NDS (NATIONAL DESIGN SPECIFICATION PUILISIED HT TIE AMERICAS FOREST AND PAPER ASSOCIATION) AND TPI. BC LL 0.0 PSF ALPINE cAlNtclots ARE MAD[ o► toGA ASTM Aas3 GNAo GALT. sttcL, EI C[►T AS NOTED. APPLY COSSICTORS TO 1ACN FACE OF TRUSS. AND 1lltSS OTMENNISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS Pig RESPONSE 160 A-[. TR[ SEAL OA THIS OAAYING I-11— 3 ACC[1TANCL 0► PROFESSIONAL ERGIN[ERI10 RESPONSIBILITY SOLENT rOt THE TRUSS C0Rp0Y[lT 0[5 181 SHOWS. THE SUITABILITY AND USE Or TNIS CONPONINT PoA ANT ►Aii11CNLAR BUILDING IS for isOf TOE BUILDING DESIGNER, pig ANSI TII.1P1S SECTION E. * * TOT. LD. 41.0 PSF SEON - 26303 D UR .FAC , 1.25 FROM ED SPACING 24.0- i (PRASIG-MONTE PRATT / SIGLAR - NT -22 MONO GIRD [1-PLYD THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 OF -L SS BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. amMMERM CONNECTION-FOR-ALL,TRUSSES FRAMING FROM THE BOTTOM CHORD: SMPSON LUS26.J SEE CATALOG C-PT95H-1 FOR NAILING ZSPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 672 LB Conc. Load at 2.00 BC - 672 LB Conc. Load -at 4.00 BC - 672 LB Conc. Load at 6.00 6 W5X4(R) t W1.5X4 W ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC B BC ® 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. Cn F- - V A a W4X4(A1) A a w W3XlO 6 W4X4w 672# 672# 672# w z 9; 7-10-8 ��-4-1-8—� 12-1-8 Over 3 Supports 'I R-1333 W-3.5' R-1382 W-3' R-249 W-1.5' fs.. N PLT TYP. Wave TPI -95 Design Criteria: TPI(STD L[7 ••WARNING— TRUSSES REQUIRE EITREME CARE IR FABRICATION, HANDLING, SHIPPING. INS7ALtISM AND BRACING. AffER TO NIB•91 (MANDLIIG IRSTALLINR ANO BRACIN6). PUBLISHED BY TPI (TRUSS PLATE a� INSTITUTE. SB] D'ONOfo I DR.. SUITE 200. MADISON. YI S]719), FDR SAFETY PRACTICES PRIOR TO [T IE4FOlMING THESE 1011.045. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL RAVE PROPERLY ATTACHED 07 ITROCTURAL PAIELS. BOTTOM CHORD SHALL RAY( A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FU ISA COPY OF TNIf OESIfN TO TME INSTAILATIOY CONTgACT01t, REPINE [N0INEEN 0 ^' PAODNCTS. INC. SMALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Cp BUILD THE TRUSSES IR CONFORMANCE WITH 7PI; 04 FABRICATING, HANDLING. SMIPIIIR. INSTALLING AND Ly BIACING OF TRUSSES. THIS DESIGN CONIO0.Mf YI iM APPLICABLE PROVISIONS OF RDS (RATIONAL DESIGN SPIClfICAT100 PUBLISYI0 NY THE ANERICAI FONEST AND PAPER ASSOCIATION) AND IP1. ALPINE •ya CONNECTORS ME NADE OF FOGA ASTM A6S3 GR40 QALY. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO Q EACH FACE OF TR SS. ►ND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-E. TI[ SEAL DR THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ���,�,,�,�N RESPONSIBILITY SOLELY FOR THE TRUSS COHPONIRT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS w A4nM w NW ftm%C IDR COMPONENT FOR ANY PARTICOLAq BUILDING IS THE RESPONSIBIL17V OF THE BUILDING DESIGNER, PER SaC7I®CDtOq CA 9SO29 ANSI/TPI 1.1995 SECTION I. +14-0-4 A. ..8-0-0 pj`CTE BUILDING QEPA°Rl MSN ,. Fi 0_ V 18. CA - 1 - - F Scale -.375' Ft. TC LL 16.0 PSF REF R427--86961 •P„ TC DL 15.0 PSF DATE 05/26/98 'ge a BC DL BC LL 10.0 PSF 0.0 PSF DRW CAUSR427 98146050 CA -ENG AEB/CWC TOT.LD. 41.0 PSF SEON - 50611 DUR.FAC. .1.25 FROM ED SPACING 24.0' GREGORY A o PEITZ ARCHITEC E' 1907 MA`NGAOV£ AVENUE, SUITE °£°. CHICO, CA 98926, (916) 394.3719 D1p ofi (Mp 0 RECEIVED JUN 11 1998 BUTTE COUNTY BUILDING DIVISION GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: c-► C- ofi�. I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect 0-71 id 19 --ate---• - - - Az Tal and Julia Siglar 16 Rosita Way Oroville, CA 95966 Re: Application and Permit Fee AP# 061-490-037 Permit #98-0869 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations { ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton utie ount --- LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION . ", �:.: •' '= =' DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 May 18, 1998 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Tal and Julia Siglar 16 Rosita Way Oroville, CA 95966 Re: Application and Permit Fee AP# 061-490-037 Permit #98-0869 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations { ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton 0 Permit Applicant: Tal and Julia Si glar Assessor Parcel Number: 061-490-037 i Permit Number: 98-0869 Date: 5-18-98 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: The truss company had the wrong set of plans, therefore trusses at the porches need to be redone. I spoke with Longfellow about this (T-1, T -1-A, T-2, T-13, T-14 ABC) 2 Provide calculations for any studs (bearing) over 10'0" tall for 2 X 4's. 0%�(p /,5-- Have Greg provide calculationswAhe garage doors showi__g_ girder trusses. ay.&Uim calculate the rear porch beam showing loads from T7, T9, T10, T1 and showing various H area . Have Greg calculate window headers. (Bedroom 1, bedroom 2, rear of entry etc.) Have Greg put the attic sill nailing on the plans per sheet 5 of his calcs. (I don't see it on the plans.) I do not find the flush, beam over the great room or the beam over the kitchen/dining area on the plans. Have Greg review the truss package for conformance with his design, George has not reviewed the c If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Linda Sexton SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: 61 wir BUILDINGP EW�P 69�lI PLAN CHECKER:a'PS — `'j A.P. NUMBER:_ �,,,, —D5'7 GENERAL - Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. ® Special conditions on creation map (Noise, S.RA., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across, lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of wale eters, heating and ccs]'egtupment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3V exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. �TURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. CeY Roof construction details complete enough to construct building. AZ - J Rafter ties or bearing ridge beam. _ Fireplace construction details and Calc. if necessary. Garage door and/or porch header sizes.. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 S -I 0 -If Ltwv� ��C�s- Ntiist 3.2 LANEOUS r1EMS'10 A OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. 71.4q 7�,? 7 io, j 7- 1-3 CcAPi4.4g' io July 1996 ��L ✓� 3.3 PROJOCT PROCESSING RE*RD APPLICANT: OWNER: PERMIT #: A. P. #0: WORK DESCRIPTION: -�5 - _ DATE DESCRIP'T'ION OF STEP /Z) e '� i i GREGORY A. PE•ITZ,, ARCHITECT • i 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-57191 s i I Structural Calculations.For: C i I r S�0 AR�tii It 4. �r No. C 21263 I N9� REN. } F OF C i LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 **14.5 P = .76 * * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. Roofs 2:12 to less than P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf'@ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 *.1.1 * 14.5 * 1.0 = .012 ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 ft. 10 ■ I I I ��s 1� I 7 4 t Ll f c, f o, C-. o g -7 � t J(-7 /z IL _ 1 3 1 i i l 1 • i F f 0 r Y z S=.. �9`f ce d�G� �((`6 ` x 17Z- � 2�F.- vU12 , 0 /11,0 d 1 1,1 cli Z_ /0 o if Z- 0 14, I've dc -- 4 yid d k ✓ 9,5 # 50 W CIO s ` -�ciF. 9,5 # Y ,7 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIy1SION 7 COUNTY CENTER DRIVE ORON71LLE CA 95965 COPY of • Document Recorded 20 -flay -1998 1998-0020866 Has not been compared with original Butte COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal„necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: T - Date: 01 See attached Exhibit 'One” PROPERTY OWNERS: -�-h Tal D. Siglar 0 Julia K. Siglar State of California ) County of Butte ) On May 19, 1998 before me, .Linda F. Wilsons Notary .Public----..-.._.. - ---..._....._..__.._......._.__.._.. -- - - - :_..._.. personally appeared Tal D.. Siglar and Julia K Siglar personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the ,Aithin instrument and acknoh•ledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of whic .the person(s) acted, executed the instrument. - WITNESS my hand and official seal. ELINDAWp" n 41093273 Mh CPSI @cmNy. cdvorda.SignatureW nFp.MAR31,2000 A.P.= NOTE TO RECORDER: DO NOT RE(MRI) THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT A.A. - I Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If. you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - I st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) ORDE R' NO . ' 1- 6 4 9 21LFC LEGAL DESCRIPTION EXHIBIT "ONE" ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I,OT 2, As SHOWN ON THAT CERTAIN HAP ENTITLED, "MOUNT RATCHEL SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICS OF THE RECORDER of THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 26, 1957, IN DOOK 108, OF MAPS, AT P&GE(8) 25 AND 26. AP # 061-490-037 AN* EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, 60 FEET IN WIDTH, ON, OVER AND UNDER THAT CERTAIN EASEMENT SHOWN AS RATCHEL MOUNTAIN DRIVE, ON THAT CERTAIN HAP tHTITLED, "MOUNT RATCHEL SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 261. 1987, IN BOOK 108 OF HAPS, AT PAGE(S) 23 AND Z6. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS Or PARCEL I, DESCRIBED HEREIN. AN- EAS ExmnT AND RIGHT or WAY FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH, - THE SOUTHERLY LINE OF WHICH IS DESCRIBED AS FOLLOHSI COMMMCING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 20 NORTH, RANGE E EAST, M.D•B• ! K.1 THENCE NORTH 07 DEC. 501 41" EAST ALONG SAID SOUTHERLY LINE, 1017.69 FEETI THENCE NORTH 6E DXG, 361 EAST, 299.82 ?'EXT TO THE TRUE POINT OF BEGINNING XOR SAID LINE HEREIN DEBCRIBEDJ THENCE SOUTH 66 DEG. 230 WEST, A DISTANCE OF 170 FEET TO THE END OF SAID LINE.. IMCIL 171. AN EAS EMMN'T AND RI O HT OF NAY FTYOR ROAD AND PUBLIC UTILIpURpOB E8 DES CRI BE D AS FO LIONS i A STRIP OF LAND 60 FEET IN WIDTH, 30 FEET ON EACH SIDE OF THE LINE, AS NOW SURVEYED IN, OVER, ON AND ACROSS SECTION 17, T,6 NSHIP 20 NORTH, RANGE 5 EAST,. M.D. B . i, M. , MORE PARTICULARLY DES CRI BED AS FOLLOWS: - CONTINUED 9 W ORDER NO. 1-64921LFC BARGEE IV - CONTINUED BEGINNING AT A POIlT ON THE -SOUTH LINE OF SECTION 17, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & H., 1132 FEET EAST OF THE SOUTHWEST CORNER OF SAID SECTION 17, AND RUNNING THENCE NORTH 3 DEG. 34' EAST, 33.0 FEET; THENCE ON A 30 DEG. CURVE TO THE LEFT, 118.33 FEET; THENCE NORTH 31 DEG. 56' WEST, 92.67 FEET; THENCE ON A 20 DEG., CURVE TO THE RIGHT, 173.67 FEETi THENCE NORTH 2 DEG. 48' EAST, 92.33 FEET; THENCE ON A 16 DEG. CURVE TO THE RIGHT, 114.17 FEET; THENO.E NORTH 31 DEC. 04' EAST, 77.59 FEET; THENCE ON A 16 DEC. CURVE TO THE LEFT, 132.92 FEET t THENCE NORTH 0 DEG. 121 WEST, 81.32 FEETI THENCE ON A 12 DLC. CURVE TO THE LEFT, 275.0 FEETI THENCE NORTH 33 DEQ. IV WEST, 147.55 FEET; THENCE ON A 12 DEG. CURVE TO THE RIGHT, 234.44 FEETI THENCE NORTH 5 DEC. 04' NEST, 146.77 rESTI THENCE ON A 12 DEG- CURVE TO THE LEFT, 132.17 FEET I THENCE NORTH 31 DEC. 30' WEST, 5.50 rEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 132.08 FEET; THENCE NORTH 21 DEG. 20' EAST, 41.00 FEET; THENCE ON A 40- DEG. CURVE TO THE LEFT, 98.00 FEET; THENCE NORTH 17 DEC. 52' -WEST, 43.00 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 72.33 FEET; THENCE NORTH 11 DEG. 04' EAST, 194.00 FEET; THENCE ON A 40 DEG. CURVE TO THE LEFT, 214.83 FEET; THENCE NORTH 74 DEG. 52' WEST, 46.10 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 238.83 TEETI THENCE NORTH 20 DEG. 40' -EAST, 47.23 FEET; THENCE ON A 50 DEG. CURVE TO THE LEFT, 12.17 FEET TO A POINT ON' THE NORTH LINE OF THE SOUTHWEST QUARTER OP SAID SECTION 17, 115 FEET EAST OF THE NORTHWEST CORNER OF SAID SOUT."EST QUARTER. BEING ALL IN THE LAND DESCRIBED IN DEED rROM E. TUCKER, TO BUTTE AND PLkTMM RAILWAY COMPANY, DATED OCTOBER 14, 1910, RECORDED OCTOBER 14, 1910, IN BOOK 118 OF DEEDS, PAGE 12, PFCOR.DS OF BUTTE COUNTY. AN EASEMENT AND RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES, 60 FEET IN WIDTH, 30 FEET ON EACH SIDE OF THE LINE, AS NOW SURVEYED IN, OVER, ON AND ACROSS ALL THAT PORTION OF THE FOLIAWING DESCRIBED PARCEL OF LAND LYING EAST OF THE -FAS T BOUNDARY OF OROVILLE-QUINCY ROAD, IN SECTION 18, TOWNSHIP 20 NORTH RANGE.5 EAST, M.D.B. & M., MORE PARTICULAPLY DESCRIBMI) AS FOLLOWS2 BEGINNING AT A POINT 1.22 FEET, MORE OR LESS, NORTH OF THE. ONE- QUARTER CORNER BETWEEN SECTIONS 17 AND 18, TOWNSHIP 20 NORTH, RANGE -M. ,-...AND---RUNNING- .THENCE.. SOUTH .62 - DEC. 38' WEST, 3 67.3 2 FEET 1 THENCE ON A 45 DEC- CURVE TO THE RIGHT', 254.07 nE7' l THEtiCE NORTH 3 DEG. 02' EAST, 51.75 FESTI THENCE ON A 50 DEO. CURrE TO THE RIGHT, 101.89 FEETI THENCE NORTH 48 DEC. 251 EAST, 30.05 FEETI THENCE ON A 24 DEG. CURVE TO THE LEFT, 114.03 FEETI THENCE NORTH 18 DEG. 39' EAST, 87.81 FEETI THENCE ON A 20 DEG. CURVE TO THE LEFT, 137.46 FEETI THENCE NORTH 28 DEC. 51' WEST, 68.05 FEETI THENCE ON A 16 DEG, CURVE TO THE LEFT, 166.88 FEETI THENCE NORTH 55 CONTINUED 1 ORDER NO. 1-64921LFC PARCEL V - CONTINUED DEC. 331 NEST, 63.03 FEET; THENCE ON A 40 DEC. CURVE TO THE RIGHT, 208.11 rEET; THENCE NORTH 27 DEG. 42' EAST, 51.6 FEET; THENCE ON A 40 DEC. CURVE TO THE LEFT, 218.33 FEET; THENCE NORTH 59 DEG. 381 NEST, 61.3 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 365.62 FELT I THENCE NORTH 86 DEG. 37' FAST, 173.7 FEET; THENCE ON A 40 DEG.j CURVE TO THE IXFT, 317.00 FEET; THENCE NORTH 44 DEC. 11' NEST, 158.52 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT,. 129.21 FEET; THENCE NORTH 7 DEG. 30' EAST, 57.27 FEET; THENCE ON A 30 DEG. CURVE TO THE LEFT, 118.12 FEET; THENCE NORTH 27 DEC. 580 WEST, 76.88 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 139.54 FRET; THENCE NORTH 27 DEG. 511 EAST, 79.66 FEET; THENCE ON A 40 DEG. CURVE TO TE -S LEFT, 103.00 FEET To A POINT ON THE EAST AND NEST LINE BETWEEN SECTIONS 7 AND 18, 316 FEET, MORE OR LESS, NEST ALONG SAID SECTION LINE FROM THE COMMON CORNER TO SECTIONS 71 81 17 AND -18, TOWNSHIP 20 NORTH, RANGE 5 EAST, H.D.B. 8 H. EXCEPTING THEREFROM THAT PORTION, IF ANY, LYING WITHIN THE SOUTHEAST QUARTER OF SAID SECTION 18. a AN EASEMHT FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER A STRIP of LAND 60 FEET IN WIDTH, SAID STRIP BEING THE roRmzR RIGHT or WAY or THE BUTTE PLUMS RAILROAD COMPANY, THE CENTERLINE OF SAID STRIP EXTENDING FROM A POINT ON THE EAST AND NEST CENTERLINE OF SECTION 17, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. i, K.,. WHICH POINT IS -115 FEET EASTERLY OF THE WEST QUARTER CORNER OF SAID SECTION, NORTHWESTERLY TO A POINT ON THE WESTERLY LINE OF SAID SECTION, WHICH IS 122 FEET NORTH OF SAID NEST QUARTER CORNER. AN EAS E MXT 6o FLET IN WIDTH FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE SOQTH 66 FEET OF THAT PORTION OF THE FAST ONE-FALf Of THE SOUTHEAST QUARTER Of THE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 20- NORTH, RANGE 5 EAST, M.D.B. 4 X.; LYING WEST Of OROVILLE-QUINCY ROAD. A, RIGHT OF HAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF 60 FELT -IN- WIDTH ,... LYING_ 30 TZET ON ACH SIDE OP ThX M - - DESCRIBED LINE: COMMENCING AT THE SOUTHEAST CORNER Of SECTION 171 TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M.; THENCE ALONG THE SOUTHERLY LINE OF SAID SECTION, SOUTH 87 DEG. 501 41" NEST, 1974.25 FEST; THENCE LEAVING SAID SOUTHERLY LINE NORTH 3 DEG. 511 33" EAST, 365.72 FEET; THENCE NORTH 26. DEG. 341 56" HEST, 1001.79 FEET; THENCE NORTH 63 CONTINUED ORDER N0: 1-64921LFC PARCEL VIII - CONTINUED DEC. 03' 15" NEST, 2022.18 FEET TO THE TRUE POINT Of BEGINNING FOR THE LINE HEREIN DESCRIDEDI THENCE FROM SAID TRUE POINT OF BEGINNINC, SOUTH 02 DEG. 25' 07" EAST, 947.78 FEET; THENCE SOUTH 16 DEG. 26' 52" EAST, 1236.24 FELT TO A POINT WIiICH BEARS NORTH 87 DEG. 50' 41" EAST ALONG THE SOUTHERLY LINE OF SAID SECTION 17, A DISTANCE OF 1017.69 FEET AND NORTH 65 DEG. 35' 15K EAST, 299.82• FEET',FROM THE SOUTHWEST CORNER OF SAID SECTION 17 AND THE END OF SAID'.LINE. ' A RIGHT OF 'NAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: BEGINNING AT AN IRON PIPE DESIGNATED AS DEPT. OF WATER RESOURCES POINT NUMBER ORO -73, FROM WHICH POINT THE WEST QUARTER CORNER OF SECTION 17, TOWNSHIP 20 NORTH, RANGE 5 EAST, K.D. B. & H. , BEARS THE FOLLOWING TWO COURSESi (1) NORTH 40 DEC. 54' 39" NEST, 474.16 FEET (2) SOUTH 88 DEC. 45' 07" WEST, 508.86 FEET; THENCE NORTH 40 DEG. 54' 39" NEST, 474.16 rZETI THENCE SOUTH 49 DEC. 05' 21" BEST,, 60.00 FEET; THENCE SOUTH 40 DEG. 54' 39" EAST, 549.61 FEET; THENCE NORTH 02 DEG. 25' 07" WEST, 96.40 FEET TO THE POINT OF BEGINNING AND THE END OF THIS DES CRI PTION . A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES, LYING 30 FEET ON EACH, SIDE OF THE FOLLOWING DESCRIBED CENTERLINZ: BEGINNING AT A POINT THAT BEAM NORTH 40 DEG. 54' 39" NEST, 233.00 FEET FROM SAID ORO -73, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN. DESCRIBED CENTERLINE1 THENCE SOUTH 34 DEG. 57' 08" EAST, 254.14 FEET; THENCE SOUTH 17 DEC. 28' 47" EAST, 206.19 FEET; THENCE SOUTH 33 DEC. 40' 29" EAST, 115.80 FERT1 THENCE SOUTH 03 DEG. 33' 56" WEST, 105.20 FEET1 THENCE SOUTH 27 DEG. 29' 31" EAST, 141.20 FEET) THENCE SOUTH 54 DEG. 49' 31" EAST, 125.71 FEET) THINCE SOUTH 04 ONG. 33' 38" WEST, 143.07 FEET; THENCE SOUTH 38 DEC. 30' 54" EAST, 100.40 FEET; THENCE SOUTH 68 DEG. 24' 14" EAST, 98.45 FEET; THENCE SOUTH 35 DEC. 06' 14" EAST, 71.23 FEETl THENCE SOUTH 29 DEC. 02' 24" HEST, 115.56 FEET; THENCE SOUTH 33 DEC. 19' 37" EAST, 118.23 FEET; THENCE SOUTH 70 DEG. 35'' 01" EAST, 168.24 FB.ET; THENCE SOUTH 05 DEG. 19' 39" EAST, 12.6.16 FEET) THENCE SOUTH 73 DEG. 43' 24" EAST, 346.30 FEET; THMCE SOUTH 24 DEC:__07'_36".-EA3T, - 90.98 FEET; THENCE SOUTH 19 DEG. 26' 02" WEST, 189.31 FEETl THENCE SOUTH 44 DEC. 18' 48" EAST, 276.09 FEETI THENCE SOUTH 33 DEC. 13' 40" EAST, 337.04 FEET; THENCE SOUTH 50 DEG. 34' 41" EAST, 351.00 FEET; THENCE SOUTH 88 DEG. 44' 32" EAST, 110.02 FEET AND THE END OF THIS DESCRIPTION.. CONTINUED + ORDER NO. 1-64921LFC PARCEL XI: A 60 MOT RIGHT OF NAY FOR ROAD AND PUBLIC UTILITY PURPOSES LYING 30 FEET OH EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINES COMMENCING. AT SAID ORO -737 THENCE SOUTH 02 DSG. 25" 07" EAST, 200.00 rZET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE 1 THBNCX DUE NEST IN A STRAIGHT LINE TO THE. CENTS U.,INB Of THAT',CERTAIN RIGHT OF WAY RECORDED AUGUST 15, 1977, IN BOOR 2200? AT PAGE 621, OFFICIAL RECORDS, BUTTE COUNTY RECORDER'S OXXIC.E, BEING THE CENTERLINE OF. THE OLD BUTTE AND PLUMAS RAILWAY CO. AND THE END OF THIS DESCRIPTION. A END OF LEGAL CERTIFICATE OF COMPLIANCE: RESIDENTIAL Pagel CF -1R Project Title.......... The Siglar Residence Date........ 03/20/98 Project Address........ Lot 2 Ratchel Mountain Dr******* Oroville *v4.50* Documentation Author... Marty Runnells ******* Building Permit -79 Energy Calculation Services S S -A? 1907 Mangrove Avenue, Suite D Pian check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone.... ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98007S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2300 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Raised Floor 30.7 % of floor area 0.47 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 ,R-13 0.059 FRONT, LEFT, BACK KNEE WALL Wall n/a R-13 R-n/a iR-13 0.088 KNEE WALL, RIGHT TO GARAGE Door n/a R-0 R-n/a R-0 0.330 TO GARAGE Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR Roof n/a R-38 R-n/a "R-38 0.025 TO ATTIC FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (E) 75.0 0:470 2 Drapes.Std None Yes Vinyl Window Front (E) 54.6 0.'500 2 Drapes.Std None Yes Vinyl Window Front (E)N 66.0 0'.470. 2 Drapes.Std None None Vinyl Window Front (E)� 56.1 0.440 2 Drapes.Std None Yes Vinyl Door Front (E) 20.0 0.550 2 Drapes.Std None Yes Wood Window Left (S) 36.5 0.470 2 Drapes.Std None Yes Vinyl Window Left (S) 30.0 04,440 2 Drapes.Std Nonees yes Vinyl Window Back (W) 95.6 0.500 2 Drapes.Std None Vinyl Window Back (W) 60.5 0. 470 2 Drapes.Std None .Yes Vinyl Window Back (W) 159.2 0440 2 Drapes.Std es Vinyl Window Door Right (N) Right (N) 36.0 15.5 0"470 2 0 550 2 Drapes . Std r e $ A �' es Drapes Std A-0. ° les Vinyl Glz<50% . . '4 r� VN CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Siglar Residence Date........ 03/20/98 MICROPAS4 v4.50 File -980075 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal Type InteriorHorz InteriorVert Equipment Type Gas ACSplit Exposed Yes Yes THERMAL MASS Area Thickness (sf) (in) Location/Comments 659 1.0 ENTRY/HALL/DIN./KIT./BAT 215 1.0 SHOWER/TUB ENCLOSURE HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type J 0.800 AFUE. Attic R-4.2 Setback 113:00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Recrc/Timer 1 .60 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-6 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Siglar Residence Date........ 03/20/98 MICROPAS4 v4.50 File -980075 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal 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.... Gregory A. Peitz Company. Architect Address. 1907 Mangrove Ave. Ste E Chico, CA 95926 - Phone ... 5926Phone... (530) 894-5719 License Signed.. id £ ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 Signed.. '3.P0 a e MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Siglar Residence Date........ 03/20/98 Pro'ect Address Lot th ac 2 R 1 M t D******* ........ e oun CL r Oroville *v4.50* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 Climate Zone...... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -980075 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -980075 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. N o, 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. ✓ 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed 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. ✓ 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas.,pilots allowed. ✓ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Siglar Residence Date........ 03/20/98 MICROPAS4 v4.50 File -980075 Wth-CTZ11S92 er ment Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or. greater). 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. 4. Cooling system piping below 55 degrees insulated. S. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light -(Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Siglar Residence Date........ 03/20/98 ess........ o a c e ountain Dr Oroville *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98007S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Standard Proposed Compliance Design Design Margin 14.31 13.57 0.74 14.57 13.87 0.70 10.94 11.86 -0.92 Total 39.82 39.30 0.52 *** 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 Glazing U -value.... Average Ceiling Height..... 2300 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Raised Floor 1 21710 cf 2300 sf 2300 sf 0 sf 30.7 % of floor area 0.47 Btu/hr-sf-F 9.4 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 2300 21710 1.00 Yes Setback Vent Special Height Vent Area (ft) (sf) 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Siglar Residence Date........ 03/20/98 MICROPAS4 v4.50 File -980075 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 560 0.059 13 90 90 Yes WALL.R13.R5 FRONT 2 Wall 462 0.059 13 180 90 Yes WALL.R13.R5 LEFT 3 Wall 16 0.088 13 180 90 Yes None KNEE WALL 4 Wall 520 0.059 13 270 90 Yes WALL.R13.R5 BACK 5 Wall 273 0.088 13 0 90 Yes None RIGHT 6 Wall 48 0.059 13 0 90 Yes WALL.R13.R5 KNEE WALL 7 Wall 198 0.088 13 0 90 No None TO GARAGE 8 Door 18 0.330 0 0 90 No None TO GARAGE 9 Floor 2300 0.037 19 n/a 0 No None RAISED FLOOR 10 Roof 2300 0.025 38 n/a 0 Yes None TO ATTIC FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 6.0 2 Vinyl Slider 0.470 90 90 0.88 0.78 Drapes.Std 2 Window 9.0 2 Vinyl Slider 0.470 90 90 0.88 0.78 Drapes.Std 3 Window 54.6 2 Vinyl Slider 0.500 90 90 0.88 0.78 Drapes.Std 4 Window 66.0 2 Vinyl Slider 0.470 90 90 0.88 0.78 Drapes.Std 5 Window 24.0 2 Vinyl Fixed 0.440 90 90 0.88 0.78 Drapes.Std 6 Window 9.0 2 Vinyl Fixed 0.440 90 90 0.88 0.78 Drapes.Std 7 Door 20.0 2 Wood Hinged 0.550 90 90 0.88 0.78 Drapes.Std 8 Window 9.0 2 Vinyl Fixed 0.440 90 90 0.88 0.78 Drapes.Std 9 Window 14.1 2 Vinyl Fixed 0.440 90 90 0.88 0.78 Drapes.Std 10 Window 20.0 2 Vinyl Slider 0.470 90 90 0.88 0.78 Drapes.Std 11 Window 20.0 2 Vinyl Slider 0.470 90 90 0.88 0.78 Drapes.Std 12 Window 20.0 2 Vinyl Slider 0.470 90 90 0.88 0.78 Drapes.Std 13 Window 8.0 2, Vinyl Slider 0.470 180 90 0.88 0.78 Drapes.Std 14 Window 6.0 2 Vinyl Slider 0.470 180 90 0.88 0.78 Drapes.Std 15 Window 30.0 2 Vinyl Fixed 0.440 180 90 0.88 0.78 Drapes.Std 16 Window 22.5 2 Vinyl Slider 0.470 180 90 0.88 0.78 Drapes.Std 17 Window 41.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 Drapes.Std 18 Window 8.0 2 Vinyl Slider 0.470 270 90 0.88 0.78 Drapes.Std 19 Window 8.5 2 Vinyl Slider 0.470 270 90 0.88 0.78 Drapes.Std 20 Window 39.7 2 Vinyl Fixed 0.440 270 90 0.88 0.78 Drapes.Std 21 Window 12.0 2 Vinyl Slider 0.470 270 90 0.88 0.78 Drapes.Std 22 Window 54.6 2 Vinyl Slider 0.500 270 90 0.88 0.78 Drapes.Std 23 Window 56.0 2 Vinyl Fixed 0.440 270 90 0.88 0.78 Drapes.Std 24 Window 16.0 2 Vinyl Fixed 0.440 270 90 0.88 0.78 Drapes.Std 25 Window 47.5 2 Vinyl Fixed 0.440 270 90 0.88 0.78 Drapes.Std 26 Window 32.0 2 Vinyl Slider 0.470 270 90 0.88 0.78 Drapes.Std 27 Window 6.0 2 Vinyl Slider 0.470 0 90 0.88 0.78 Drapes.Std 28 Door 15.5 2 Glz<50o Hinged 0.550 0 90 0.88 0.78 Drapes.Std 29 Window 30.0 2 Vinyl Slider 0.470 0 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Siglar Residence Date........ 03/20/98 MICROPAS4 v4.50 File -98007S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal Surface HOUSE 1 Window 2 Window 3 Window 5 Window 6 Window 7 Door 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window 19 Window 20 Window 21 Window 22 Window 23 Window 24 Window 25 Window 26 Window 27 Window 28 Door 29 Window Mass Type HOUSE 1 InteriorHorz 2 InteriorVert Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 659 1.0 24.0 0.67 R-0.0 ENTRY/HALL/DIN./KIT./BATH 215 1.0 24.0 0.67 R-0.0 SHOWER/TUB ENCLOSURE HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Gas 0.800 AFUE Attic ACSplit 13.00 SEER Attic Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.810 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 6.0 3 n/a 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 3 n/a 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 54.6 6.83 n/a 4.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 2 n/a 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 6 n/a 8 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 6.67 n/a 8 4 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 6 n/a 8 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 14.1 3- n/a 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4 n/a 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4 n/a 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4 n/a 1.5 .1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 2 4 15 1.5 4 .5 n/a n/a n/a .5 15 1.5 6.0 1.5 4 14 8 13.5 4 n/a n/a n/a 4 20 8 30.0 7 4 14 .67 13.5 4 n/a n/a n/a 4 20 .67 22.5 5 4.5 34 2 8.5 .25 n/a n/a n/a .25 20 2 41.0 6.83 6 8.5 1.5 7.5 2.5 7.5 7 1.5 n/a n/a n/a 8.0 2 n/a 12.5 2 n/a n/a n/a n/a n/a n/a n/a n/a 8.5 1.5 n/a 21.5 7 n/a n/a n/a n/a n/a n/a n/a n/a 39.7 7 n/a 21.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 1.5 n/a 13.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 54.6 6.83 n/a 13.5 3 n/a n/a n/a n/a n/a n/a n/a n/a. 56.0 7 n/a 13.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 2 n/a 13.5 8 n/a n/a n/a n/a n/a n/a n/a n/a 47.5 5 9.5 8 2 2 20 n/a n/a n/a n/a n/a n/a 32.0 4 n/a 1.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 3 2 46 2 3 6.5 3 20 2 n/a n/a n/a 15.5 6.67 2.33 38 2 4 15 4 20 2 n/a n/a n/a 30.0 5 4.5 1.5 2 .25 9 .25 20 2 n/a n/a n/a THERMAL MASS HOUSE 1 InteriorHorz 2 InteriorVert Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 659 1.0 24.0 0.67 R-0.0 ENTRY/HALL/DIN./KIT./BATH 215 1.0 24.0 0.67 R-0.0 SHOWER/TUB ENCLOSURE HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Gas 0.800 AFUE Attic ACSplit 13.00 SEER Attic Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.810 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Siglar Residence Date........ 03/20/98 MICROPAS4 v4.50 File -98007S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 .60 50 R-6 SPECIAL FEATURES/REMARKS r CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The Siglar Residence Date......... 03/20/98 MICROPAS4 v4.50 File -98007S Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R5 Description..... Wall R-13 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 0.875 in stucco 2. R 5.0 RIGID R-5.0 Insulated Sheathing 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 3f. FIR.2X4 2x4 fir 4. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity Frame R -Value R -Value 0.17 0.17 0.17 0.17 5.00 5.00 13.00 r -- 3.46 0.45 i 0.68 0.68 3 y Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R5 Description..... Wall R-13 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 0.875 in stucco 2. R 5.0 RIGID R-5.0 Insulated Sheathing 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 3f. FIR.2X4 2x4 fir 4. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity Frame R -Value R -Value 0.17 0.17 0.17 0.17 5.00 5.00 13.00 -- -- 3.46 0.45 0.45 0.68 0.68 19.48 9.94 Total U -Value: (1 / 19.48 x 0.85) + (1 / 9.94 x 0.15) = 0.059 Btu/hr-sf-F Total R -Value: 1 / 0.059 = 17.03 hr-sf-F/Btu HVAC SIZING Page 1 HVAC Project Title.......... The Siglar Residence Date........ 03/20/98 Pro ect Addr L t 2 R t h 1 M ******* ess........ o a c e ountain Dr Oroville *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field -Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98007S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2300 SF Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2300 sf 21710 cf Front Facing 90 deg (E) OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 40690 40338 Latent Load ...................... n/a 8068 Minimum Total Load 40690 48405 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 sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 11389 5883 Glazing Conduction ............... 13253 8615 Glazing Solar....... ........... n/a 15003 Infiltration .........:........... 12349 5070 Internal Gain .................... n/a 2100 Ducts ............................ 3699 3667 Sensible Load .................... 40690 40338 Latent Load ...................... n/a 8068 Minimum Total Load 40690 48405 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 sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. LAND DEVELOPMENT BUILDING / ENVIRON ' TAL HEALTH - PERMIT CLEARANCE Buawng PermftNo. NAME: OWNES a /r, �/ ? f? U NUMBER: v l r < Q PFUNT LAST NAME Fl"T ADDRESS / LOCATION:��G�� COUNTY ZONING �n �O 1/ DESIGNATION: 1 FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: 7 RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓EM').03 Ac - DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING 8 2�o g 7 LOT 2— BOOK /06 PAGE COMPLIANCE WITH OLD SUBDI SION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISENO _ 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback.from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback.from all existing wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of S to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10� r11 ZPCZ- tel- "WlTRoNS _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the PIM909 Dh siw _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. _ 25. — 26. 'AIO 1N3Wd013A30 GNbI 3108 30 AIN17103 8661 10 AN a3AI333a LD 5197 LAND DEVELOPMENT BUILDINGS/=`ENVIROAIMENTALHEALyTHa PERMIT CLEARANCE Building Permit No. v � P ,. L0 W N EERS NAM:- PRINT LAST NAME FIRST �"%yy�i" . ADDRESS / LOCATION: COUNTY ZONING/1 01 2 DESIGNATION: ! g / FLOOD ZONE: X FLOOD MAP: J- 5_9 APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP J, 03 AC DEED INFORMATION: DATE OF CREATION: DEED REFERENC OF LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING Z LOT Z BOOK 108 PAGE 2 S COMPLIANCE WITH OLD SUBDIV SION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BEPAID TO THEBUILDING DIVISION UNLESS OTHERWISENOTED. 1.. Maintain a 50 ft. building setback from centerline of road. X_ 2. Maintain a ZD ft.building setback from r' E-1066 OE 61 -VE -5 _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a SO ft. Ieachfield setback from 12 A'l A/fi'G 15 /V 4 LE S _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. I . r i _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. X21.-r°%JN0 -n0NS MUST r3e PcfECn2 &N 14CaAApEfA441- M.4T*--YL.1,ArL5 a 22. NO SSTee'0 cull NEAK l3U)LOIN&S X'23. 11106 £ OAE S c-5 A(LE E501 ;:'rte sr1,AL_L V3 C- C � AY Tr L_G 1 _I U I+Tw�l Vl-F-r C-EMg�T'. �C 24. �O., op- CON C R-F'rE .5'1-� AM + L [ f}t l o M I lU I M [ ZE LIE&E 4-��19 X25. EEtEYL[0 12 Sf Q(EVJ#}LL S M2 6C— STUCCO , oM4S— N Iii D1? VLocK . Tr2lM MAY 6E Moon X26. N/0 FENCI LJG wI+66LE 57(.c►"IC- E-XC-Gl�s ?Ifs%,I v)4r-- hfvoT Y9LArfJ StVvwI NG HbVsE F-ensCANv x-7 ►� o f �CGb N C� 'Z c d�-�S <s e�7e A �Ac AIG 1N3Wd0 3.Una 30 AiNn 4Nd1 O 12-,E ` , - jA,— � K ' t661 z o N n r a3ni Co � ►� � � (o � S 3338 LD 5/97 C:mwe11i0aMs.M0MRM.CLA "AND WHEN RECORDED INLAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1 998-0020866 Recorded I REC FEE 22.00 Official Records I CONFORM .00 County Of I Butte I CIIMCE J. GRUBBS I 1 Maureen 03:02PM 20-May=1998 I Page i of 6 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT . 9 Section 26-8 of the Butte County Code requires this -acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has - established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, Necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: See attached Exhibit 'One" PROPERTY OWNERS: -a b - Tal D. Siglar � tc- �,, Julia K. Siglar State of California ) County of Butte ) On _May 19, 1998 before me, Linda F. Wilson, Notary Public personally appeared Tal D. Siglar and Julia K Siglar personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and ac"oA•ledged to me that he/she/thee' executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. A A A A A A. A WITNESS my hand and official seal. [LINDA F. WILSON ission#1093273WCPS1 RMeoCounty, CdUornla.Signature 1. mmlsslon Exp. MAR. 3f. 2000 A P. NOTE TO RECORDER: DO NOT RECORD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - I st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday -Friday) LEGAL DESCRIPTION EXHIBIT "ONE" ORDER NO. 1-64921LFC ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: IAT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNT RATCHEL SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIAt ON AUGUST 26, 19671 IN ROOK 108 OF MAPS, AT P&GE(S) 25 AND 26. AP # 061-490-037 AN. EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, 60 FEET IN WIDTH, ON, OVER AND UNDER TI AT CERTAIN EASEMENT SHOWN AS RATCHEL MOUNTAIN DRIVE, ON THAT CERTAIN HAP ENTITLED, "MOUNT RATCHEL SUBDIVISION"i "ICH MAP HAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 26, 19871 IN BOOK 108 OF HAPS, AT PAGE(S) 20 AND 26. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. AN EASEXENT AND RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH, THE SOUTHERLY LINE OF WHICH IS DESCRIBED AS FOLLOWS 2 COMMENCING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 20 NORTH, RANGE 6 EAST, M.O.B. A M. ) THENCE NORTH 07 DEG. 50' 41" EAST ALONG SAID SOUTHERLY LINE, 1017.69 FEET1 THENCE MOM 65 D". 350 EAST, 299.81 FEET TO THE TRUE POINT OF BEGINNING FOR SAID LINE HEREIN DESCRIBED; THENCE SOUTH 66 DEG. 26• HEST, A DISTANCE OF 170 FEET TO THE END OF SAID LINE. AN EASE?iENT AND RIGHT •OF WAY FOR ROAD AND PUBLIC UTILM PURPOSES DESCRIBED AS FOLLOWS: A STRIP OF LAND 60 rEET IN WIDTH, 20 FEET ON EACH SIDE OF THE LINE, AS NOW SURVEYED IN, OVER, ON AND ACROSS SECTION 17, TOliNSHIP 20 NORTH, RANGE B EAST, M.D.B. i K. , MORE PARTICULARLY DESCRIBED AS FOLLOWS 1. CONTINUED RECORDER'S MEMO: POOR RECORD IS DUE TO QUALITY OF ORIGINAL DOCUMENT ORDER NO. 1-64921LFC PARCEL IV - CONTINUED BEGINNING AT A POIttT ON THE SOUTH LINE Of SECTION 171 TOWNSHIP 20 NORTH, RANGE 3 EAST, H.D.B. Z H., 1132 FEET EAST OF THE SOUTHWEST CORNER OF SAID SECTION 171 AND RUNNING THENCE NORTH 3 DEG. 340 EAST, 33.0 FEET; THENCE ON A 30 DEG. CURVE TO THE LEFT, 118.33 FEET; THENCE NORTH 31 DEG. 56-' WEST, 92.67 FEET; THENCE ON A 20 DEG. CURVE TO THE RIGHT, 173.67 FEETt THENCE NORTH 2 DEG. 481 EAST, 92.33 FEET; THENCE ON A 16 DEG. CURVE TO THE RIGHT, 114.17 FEET; THENCE NORTH 31 DEC. 04' EAST, 77.59 FEET; THENCE ON A 16 DSC. CURVE TO THE LEFT, 131.92 FEETJ THENCE NORTH 0 DEG. 121 WEST, 81.32 FEET; THENCE ON A 12 DEG. CURVE TO THE LEFT, 275.0 FEET; THENCE NORTH 33 DEQ. 121 WEST, 147.55 FEET; THENCE ON A 12 DEG. CURVE TO THE RIGHT, 134.44 FAST; THENCE NORTH 5 DEG. 04' NEST, 146.77 FEET; THENCE ON A 12 DEG. CURVE TO THE LEFT, 132.17 FEET; THENCE NORTH 31 DEG. 30f WEST, 5.50 FEST; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 132.08 FEET; THENCE NORTH 21 DEG. 20' EAST, 41.00 FEET; THENCE ON A 40 DEG. CURVE TO THE LEFT, 98.00 FEET; THENCE NORTH 17 DEC. 521 -WEST, 46-00 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 72.33 FEET; THENCE NORTH 11 DEG. 04' EAST, 194.00 FEET; THENCE ON A 40 DEG. CURVE TO THE LEFT, 214.83 FEET; THENCE NORTH 74 DEG. 52' WEST, 46.10 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 238.83 FEET; THENCE NORTH 20 DEG. 401 EAST, 47.23 FEET; THENCE ON A 50 DEG. CURVE TO THE LEFT, 12.17 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER Or SAID SECTION 17, 115 FEET EAST OF THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER. BEING ALL IN THE LAND DISSCRIBED IN DEED FROM E. TUCKER, TO BUTTE AND PLUMES RAILWAY COMPANY, DATED OCTOBER 14, 1910, RECORDED OCTOBER 14, 1910, IN BOOK 118 OF DEEDS, PAGE 12, PFCORDS OF BUTTE COUNTY. AN EASEMENT AND RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES,, 60 FEET IN WIDTH, 30 FEET ON LACH SIDE OF THE LINE, AS NOW SURVEYED IN, OVER, ON AND ACROSS ALL THAT PORTION OF THE FOLLOWING DESCRIBED PARCEL OF LAND LYING EAST OF THE EAST BOUNDARY OF OROVILLE-QUINCY ROAD, IN SECTION 18, TOWNSHIP 20 NORTH, RANGE 5 EAST, N.D.B. i N., MORE PARTICULARLY DESCRIBED AS. FOLLOWS: BEGINNING AT A POINT 122 FEET, MORE OR LESS, NORTH OF THE ONE- QUARTER CORNER BETWEEN SECTIONS 17 AND 181 TOWNSHIP 20 NORTH, RANGE 5 EAST, K.D.B. & N., AND RUNNING THENCE SOUTH 62 DEG. 381 WEST, 367.32 FEET; THENCE ON A 45 DEC. CURVE TO THE RIGHT, 154.07 FEET; THENCE NORTH 3 DEG. 021 EAST, 51.73 FEST; THENCE ON A 50 DEO. CURa TO THE RIGHT, 102.89 FEET; THENCE NORTH 48 DEC. 25f EAST, 30.05 FEET; THENCE ON A 24 DEG. CURVE TO THE LEFT, 124.03 FEET; THENCE NORTH 18 DEG. 391 EAST, 87.81 FEET; THENCE ON A 20 DEG. CURVE TO THE LEFT, 237.46 FEET; THENCE NORTH 28 DEC. 510 NEST, 68.05 FEET; THENCE ON A 16 DEO. CURVE TO THE LEFT, 166.88 FEET; THENCE NORTH 55 CONTINUED RECORDER'S MEMO: POOR RECORD IS DUE TO OUAUTY OF ORIGINAL DOCUMENT ORDER NO. 1-64921LFC PARCEL V — CONTINUED DEC, 331 NEST, 63.03 FEET; THENCE ON A 40 DEG, CURVE TO THE RIGHT, 208.12 FEET; THENCE NORTH 27 DEG. 42' EAST, 51.6 FEET; THENCE ON A 40 DEG. CURVE TO THE LEFT, 218.33 FEET) THENCE NORTH 59 DEG. 38' WEST, 61.3 FEET; THENCE ON A 40 DEC. CURVE TO THE RIGHT, 365.62 FEET; THENCE NORTH 86 DEG. 37' EAST, 173.7 FEET; THENCE ON A 40 DEG.i CURVE TO THE DEFT, 327.00 FEET; THENCE NORTH 44 DEC. 11' NEST, 158.52 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 129.21 FEET; THENCE NORTH 7 DEG. 30' EAST, 57.27 FEET; THENCE ON A 30 DEC. CURVE TO THE LEFT, 118.22 FFETt THENCE NORTH 27 DEC. 581 WEST, 76.88 FEET; THENCE ON A 40 DEG. CURVE TO THE RIGHT, 139.54 FEET; THENCE NORTH 27 DEG. 51' EAST, 79.66 FEET; THENCE ON.A 40 DEG. CURVE TO THE LEFT, 103.00 FEET TO A POINT ON THE EAST AND NEST LINE BEIVEEN SECTIONS 7 AND 180 316 FEET, MORE OR LESS, WEST ALONG SAID SECTION LINE FROM THE COMMON CORNER TO SECTIONS 7, Be 17 AND -18# TOWNSHIP 20 NORTH, RANGE 5 EAST, K.D.B. 8 M. . EXCEPTING THEREFROM THAT PORTION, IF `ANY, LYING WITHIN THE SOUTHEAST QUARTER OF SAID SECTION 18. AN EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER A STRIP Of LAND 60 FEET IN WIDTH, SAID STRIP BEING THE FORMER, RIGHT OF WAY OF THE BUTTE PLUMAS RAILROAD COMPANY O THE CENTERLINE OF SAID STRIP EXTENDING FROM A POINT ON THE EAST AND WEST CENTERLINE OF SECTION 17, TOWNSHIP 20 NORTH, RANGE 5 BAST, K.D.B. It M., WHICH POINT IS 115 FEET EASTERLY OF THE WEST QUARTER CORNER OF SAID SECTION, NORTHWESTERLY TO A POINT ON THE WESTERLY LINE OF SAID SECTION, WHICH IS 122 FEET NORTH OF SAID NEST QUARTER CORNER. AN EAS EMNT 60 FEET IN WIDTH FOR ROAD AND PUBLIC UTILITY PSJRPOS ES OVER THE 80UTH 60 FLET OF THAT PORTION OF THE FAST ONE—HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 20• NORTH, P"GE 5 EAST, M.D.B. A M. , LYING WEST OF OROVILLE—QUINCY ROAD. A RIGHT OF HAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLIANZNG DESCRIBED LINXI COMMENCING AT THE SOUTHEAST CORNER OF SECTION 171 TOWNSHIP 20 NORTH, RANGE 5 LAST, K.D.B. & M.; THENCE ALONG THE SOUTHERLY LINE OF SAID SECTION, SOUTH 87 DEG. 50' 41" NEST, 1974.25 FEET; THENCE LEAVING SAID SOUTHERLY LINE NORTH 3 DEG. 51' 33" EAST, 365.72 FEET; THENCE NORTH 26 DEG. 34' 56" WEST, 1001.79 FEET; THENCE NORTH 63 CONTINUED RECORDER'S MEMO: POOR RECORD IS DUE TO (at )ALITY OF ORIGINAL DOCUME14T s, ORDER NO. 1-64921LFC PARCEL VIII - CONTINUED DEC. 030 15" NEST, 2022.18 FEET TO Tim TRUE POINT OF BEGINNING FOR THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNINC, SOUTH 02 DEG. 25' 07" EAST, 947.78 FEET; THENCE SOUTH 16 DEG. 261 52" EAST, 1236.24 FEET TO A POINT WHICH BEARS NORTH 87 DEG. 501 41" EAST ALONG THE SOUTHERLY LINE OF SAID SECTION 171 A DISTANCE OF 1017.69 FEET AND NORTH 65 DEG. 35f 15K EAST, 299.82• FEET',FROM THE SOUTHWEST CORNER OF SAID SECTION 17 AND THE END OF SAID!LINE. A RIGHT OF 'WAY rOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE FOLIAWING DESCRIBED PARCEL OF LAND% BEGINNING AT AN IRON PIPE DESIGNATED AS DEPT. OF WATER RESOURCES POINT nrMBER ORO -73, FROM WHICH POINT THE WEST QUARTER CORNER OF SECTION 17, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. Z H. , BEARS THE FOLLOWING TWO COURSES% (1) NORTH 40 DEG. 54" 39" NEST, 474.16 FEET; (2) SOUTH 88 DEC. 451 07" WEST, 508.86 FEET; THENCE NORTH 40 DEG. 541 39" NEST, 474.16 FEET; THENCE SOUTH 49 DEG. 051 21" WEST, 60.00 FEET; THENCE SOUTH 40 DEG. 54' 39" EAST, 549.61 FE T; THENCE NORTH 02 DEG. 25''07" WEST, 96.40 FEET TO THE POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC IITILITY PURPOSES, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT THAT BEARS NORTH 40 DEG. 54" 39" WEST, 235.00 FEET FROM SAID ORO -73, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN. DESCRIBED CENTERLINE; THENCE SOUTH 34 DEG, 57' 08" EAST, 254.14 FEET; THENCE SOUTH 17 DEG. 281 47" EAST, 206.19 FEET; THENCE SOUTH 33 DEG. 401 29" EAST, 115.80 FEAT; THENCE SOUTH 05 DEC, 331 56" WEST, 105.20 FEET; THENCE SOUTH 27 DEG. 29t 51" EAST, 141.20 FEET; THENCE SOUTH 54 DEO, 491 51" EAST, 125.71 FEET2 THENCE SOUTH 04 DEG. 33f 38" WEST, 143.07 FEET; THENCE SOUTH 38 DEG. 301 54" EAST, 100.40 FEET; THENCE SOUTH 68 DEG. 24' 14" EAST, 98.45 FEET; THENCE SOUTH 35 DEC. 06t 16" EAST, 71.23 FEET; THENCE SOUTH 29 DEG. 021 24" NEST, 115.56 FEET; THENCE SOUTH 33 DEC, 190 37" EAST, 118.23 FEET; THENCE SOUTH 70 DEG. 351 01" EAST, 168.24 FEET; THENCE • SOUTH 05 DEG. 190 39" EAST, 126.16 FEET; THENCE SOUTH 73 DLG. 43f 24" EAST, 346.30 FEET; THENCE SOUTH 24 DEG. 07# 56" EAST, 90.98 FEET; THENCE SOUTH 19 DEG. 26t 02" WEST, 189.31 FEET; THENCE SOUTH 44 DEG. 18' 48" EAST, 276.09 FEET; THENCE SOUTH 33 DEC. 13? 40".EAST, '337.04 FEET; THENCE SOUTH 50 DEG. 34t 41" EAST, 351.00 FEET; THENCE SOUTH 88 DEG. 44* 32" EAST, 110.02 FEET AND THE XND OF THIS DESCRIPTION. RECORDER'S MEMO: POOR RECORD IS DUE TO CONTINUED QUALITY OF ORIGINAL DOCUMENT . 1 ORDER NO.'1—G4921LFC PARCEL XI: A 60 ?LOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES LYING 30 rEZT ON EACH SIDE OF THE FOLLOWING DESCRIBED CBNTERT, COMMENCING AT SAID ORO -73j THENCE SOUTH 02 DEG. 251 07" EAST, 200.00 FEET TO THE TRUE POINT OF'BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE DUE WEST IN A STRAIGHT LINE TO THE. CSNTERLINX OF THAT',CERTAIN RIGHT OF HAY RECORDED AUGUST 15, 1977, IN BOOK 2200, AT PAGE 621, OFFICIAL RECORDS, BUTTE COUNTY RECORDERIS OFFICE, BEING TEX CENTERLINE OF THE OLD BUTTE AND PLUXAS RAILWAY CO. AND THE END OF THIS DESCRIPTION. s RECORDER'S MEMO: POOR RECORD IS DUE TO QUALITY OF ORIGINAL DOCUMENT END OF; LEGAL 9 RECORDER'S MEMO: POOR RECORD IS DUE TO QUALITY OF ORIGINAL DOCUMENT END OF; LEGAL 9 p 7 1 . i q �r 11 N N = D Z