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HomeMy WebLinkAbout017-170-076BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION(IVR)#: (530) 538-4365 OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 1951 HONEY RUN RD Owner: Permit NO: B0$-0419 APN: 017-170-076 NIEDERHOLZER, ROBERT C RI Issued Date: 5/19/2008 By GLB Permit type: MISCELLANEOUS 1951 HONEY RUN RD Subtype: Room Addn-First Stry CHICO, CA 95928. Expiration Date: 5/19/2009 Description: SUNROOM (436) UNCONDITIONEI (530) 345-7695 Occupancy: Zoning: FR -5 Contractor Applicant: Square Footage: CONROY CONSTRUCTION INC NIEDERHOLZER, ROBERT C Building Garage Remdl/Addn 1357 E 8TH ST 1951 HONEY RUN RD 436 CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530)891-1204 (530)345-7695 436 FEE INFORMATION DBEH Building Review Fee $78.90 ' DBF Room Addition - First Stor $288.75 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE SRA Fire Plan Review (S $107.00 DBMSC Room Add -1st Story 250sf $433.13 DBOMSCF Fire Safe Standards Re $118.98 Total Charged: $1,243.59 Fees Paid: $1,243.59 DBSMIP Residential $2.83 Balance Due: $0.00 Receipt No: B7385 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 CONROY CONSTRUCTION INC 700288 / A B / 9/30/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that ires 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 -req. 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 5/19/2008 the applicant to a civil penalty of not more than five hundred dollars ($500); Please check one of the following: Contractor's Signature Date OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE LIQ COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS COMPENSATION DECLARATION " OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: 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 Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or once Hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: E1YICERTIFY 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' v5/19/2008 X compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those net's Signature Date provisions. X 5/19/2008 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 gnature Date WARNING: FAILURE TO SECUR 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 by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County to enter the ab a mentioned property for inspection purposes. I hereby certify that I am the pr C. o a uthorized to act on the property owner's behalf. 5/19/2008 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SI ] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ,--, ) - wner Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lender's 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 APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all support% ma alVe�ject to the California Public Records Act. All public information related to this application is subject to public nsp i w e p sted on the County's website for electronic access. OWNER INFORMATION -7,, Last Name ` 1 ! E.0M, b L2_f2 I First Na ,\ ( � Mailing Address 195 t ND�J�'1 12J -. 0 'b City C -g lco State C.AL Zip o,-5252 g Phone 3q s _ 7G 9S Fax — E-mail _ CONTRACTOR Name PST CC»'Rv�l Address y1 Cityg S ate Zip Phones _ P Fax E-mail Uc. #-1 U U�� Class PROJECT LOCATION AP# O — O-7 Property Address G�-J !1 G l A'V L� 0 r2' City lc�- WORKER'S COMPENSATION Policy Number • Carrier Nhiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. J LENDING AGENCY Name Address APPLICANT INFORMATION ARCHITECT/ENGINEER Name. G��7 h� l`[Z Address IN -13 G 1� E-mail City U C"o State Phone Fax E-mail SMe License Number PROJECT LOCATION AP# O — O-7 Property Address G�-J !1 G l A'V L� 0 r2' City lc�- WORKER'S COMPENSATION Policy Number • Carrier Nhiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. J LENDING AGENCY Name Address APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE x & Wlfea DESCRIPTION OR SCOPE OF WORK. ;A t7pCl t c> ►.1 ? a tEX ► SZ 11-1 C 51 R -u Cr Utz E , CM`I ii 1S A �•S•UN IL06X o S:FPuwC AS, A I a,71SCP-AL `i�d«T OT— My G042D�N liLSIGNT� AS Rou5C C ulk 'n M Sq FT- Living 43G Garage Open Cov O Structure Built without Permits O Proposed Change of Occupancy (Note previous use): I For office use only: - Zoning Flood Zone Yes No Occ. Type Con . cus7/{d�gd�.,kkf� California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau Reference Number: B08-0419 Location: 1951 HONEY RUN RD 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Parcel Number: 017-170-076 Owner Name: NIEDERHOLZER, ROBERT C REV LIV Description: SUNROOM (436) UNCONDITIONED Date: 03/10/2008 By: KEJ Sub Type: Room Addn-First Str. Phone: (530) 345-7695 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. 03/10/2008 Date Redd 5/7/07 (Z,L�4Q Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/i)rotplan.htmi FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B08-0419 Job Address: 1951 HONEY RUN RD Contractor: CONROY CONSTRUCTION INC Fee Description 1357 E 8TH ST CHICO, CA 95928 Printed: 03/10/2008 3:17 pm Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $78.90 03/10/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $107.00 0100-450001-4617240-1010 $107.00 03/10/2008 $107.00 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $118.98 03/10/2008 $118.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $107.00 DBMSC Room Add -1st Story 250sf 0010-440001-4210500-1010 $433.13 DBF Room Addition - First Stor 0010-440001-4210500-1010 $288.75 03/10/2008 $288.75 DBSMIP Residential 1001-0-280-1011298 $2.83 Printed By: Karen Jones 19243.59 $593.63 Balance Due: $649.96 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature:—(& ,�6 f — Date: 03/10/2008 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 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, if the permit has not issued, but not after 180 days 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 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municil)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: B08-0419 Date: 03/10/2008 Location: 1951 HONEY RUN RD Parcel Number: 017-170-076 Owner Name: NIEDERHOLZER, ROBERT C REV LIV Phone: (530) 345-7695 Description: SUNROOM (436) UNCONDITIONED Signature of Applicant: RLW Date: 03/10/2008 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B08-0419 Date: 03/10/2008 Location: 1951 HONEY RUN RD By: KEJ Parcel Number: 017-170-076 Sub Type: Room Addn-First Str Owner Name: NIEDERHOLZER, ROBERT C REV LIV Phone: (530) 345-7695 Description: SUNROOM (436) UNCONDITIONED ❑ ❑ The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 ❑ ❑ Other: ` Uy "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: Date: 03/10/2008 FILE SCHOOL DISTRICTS ❑ ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 �❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 ❑ ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ City of Biggs Planning Depart nt, 30016 Sixth Street Biggs CAM95 17(5 0)868-5447^ r p Other: C.� Q� % )V �C `� ❑ ❑ Other: ` Uy "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: Date: 03/10/2008 FILE 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 o� O 0 0 0 0 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: B08-0419 Location: 1951 HONEY RUN RD Parcel Number: 017-170-076 Owner Name: NIEDERHOLZER, ROBERT C REV LIV Description: SUNROOM (436) UNCONDITIONED Date: 03/10/2008 By: KEJ Sub Type: Room Addn-First Str Phone: (530) 345-7695 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: W Title: OW UIR FILE Date: 03/10/2008 a , 7 When recorded return to: County of Butte Department of Development Services Building Division 7 C0= 41 Center Drive Oroville, CA 95985-3397 lilt if i(�IIIii[ifi �cLt�B—¢Cd 2 ��8E3 FfGt �(�p'�jGFi _ L•, i ::Cis! NL�_dt'y5 f i'onr;,� �_erM;-�St�orr3erl t Clinty at 5. ele 1�`nC=hip 17—�'�C1+—e1bi�.t6 i pap[. (rev.5/04) Space above for Recorder's Owner Name: ROBERT C NIEDERHOLZER LIVING TRUST Building Permit No: B08-0419 DEED RESTRICTION AMD NOTICE OF LIMITED USE FACILITY 1. WHEREAS, on this 9th day of May, 2008, ROBERT C NIEDERHOLZER LIVING TRUST, hereinafter referred to as owner(s), is the record owner of the foliowin realproperty:g 1951 HONEY RUN R® C[ 1100 CA 95926 APtM017_170-078 , and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and of. WHEREAS, the Building Division of the Butte. County Department of Development Services is acting on behalf of the People of Butte County; and Oil. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. B08-0419 was appiied for on 3/10/2008 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No.B08-0419 has been reviewed and approved for only the limited purposes set forth below; and V1. WHEREAS, it is intended that this Deed Restriction and Notice, of Limited Use Facility shall constitute an enforceable restrectier and remain in effect until a change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses othenvFise restricted herein to be conducted on the real property described herein. 12 , t c i L Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowiedges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Kermit No. B08-0419which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No.B08-0419 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himselftherself. and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use. facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy. classification assigned by the building official, except the following uses are not allowed: there shall be no living,, sleeping or cooking in the sunroom. Additionally, the space shall not be heated or cooled. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Ovyner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the. County of Butte as soon as possible after the date of Scott Rutherford Building Manager, DDS 'yL'�►►. 1 execution. This document shall be, recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No.B08-0419. 4 DATE: —,20 08 Owner Signature: "Pumi C. K l . Print or Type game of Above Owner Signature: Print or Type Fume of Above This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. /f Dated: l Scott Ru aird, Manager Building Division STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) . On ��y i �00a before -me, +mac W`k1IL_r_A-.,! , Notary Public, personally appeared Jcn a t who proved to me on the basis of satisfactory evidence to be the persono whose narneo) is/are subscribed to the within instrument and acknowledged to me that helshfa/thjay executed the same in his/Wr/thgfr authorized capacity(iQs), and that by his/her/their signature(oon the instrument the person(p , or the entity upon behalf of which the person(syacted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. r� MCMe�aw Coa�rrQtssi�n# b6r�p0�t WITNESS my hand and official seal. Nolmy Pic - center suite cowry - MV COMM. Expires Apr b, 200 Si na ure _ (Seal) RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: Neil A. Harris, Attomey Stewart Humpherys Burchett & Molin, LLP 3120 Cohasset Road, Suite 10 Chico, CA 95973 MAIL TAX STATEMENTS TO: Robert C. Niederholzer 1951 Honeyrun Road Chico, CA 95928 2008-0010878 Recorded I.REC FEE 11.00 Official Records I County of I Butte I CWACE J. GRUBB5 I County Clerk—Recorderl I BW 09:MAM 264ar-2008 I page 1 of 2 APN: 011-250-076-000 SPACE ABOVE THIS LINE FOR RECORDER'S USE G -R -ANT DEED , ki The undersigned grantor(s) declare(s): Documentarytransfer tax is $ NONE () Computed on full value of property conveyed, or () Computed on full value less value of liens & encumbrances remaining at time of sale. () Unincorporated area ( ) City of , and CONVEYANCE INTO OR DISTRIBUTION FROM A REVOCABLE LIVING TRUST [R&T 11930] FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ROBERT NIEDERHOLZER, a married man, as his sole and separate property, hereby, GRANT(s) to, ROBERT C. NIEDERHOLZER, Trustee THE ROBERT C. NIEDERHOLZER LIVING TRUST, Dated March 18, 2008 All right, title and interest in and to all that certain real property located in the unincorporated area of the County of Butte, State of California and is more accurately described as follows: Parcel 1, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California, on January 18, 1994, in Book 132 of Maps, at page(s) 60, 61 and 62.. Certificate of Correction recorded December 28, 1994 under.Butte County Official r Records Serial No. 94-52123. Said property is more commonly known as 1951 Honeyrun Road, Chico, California. Dated: 3 - — 2008 ROBERT NIEDERHOLZI I ACKNOWLEDGMENT State of California ) SS County of Butte ) On L� , 2008, before me, (t lea Notary Public, ROBERT NIEDERHOLZER, who 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 acknowledged to me that he/she/they executed the same in his/her/their. authorized capacity(ies), and that by his/her/their signature on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal SUSAN MILLER ' U COMM. # 1530717 j NOTARY PUBUC-CAUFORNIA BUTTS COUNTY 0 COMM. EXP. DEC. 29, 2008 Signature NOTES r RESIDEN-fiiL PERMIT NO. _._ 011-250-076 ., _-� 0404-0280 � -� NIEDERHOLZER 1951 HONEYRUN RD, CHICO Cont: CONROY REPLACE BP#02-1835 GARAGE I' i 1 { i i r x SPECIAL CONDITIONS / CHECKED / BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 = Not OK . = Not Readyable Soils; Compaction -Structure Stability MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Elec.; Receptacles.and Lighting, Distance-GFI 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3. Sewer; Location -Test -Fall -C/O -Concrete 9. 4. Water; Location -Test -Easement Needed (Sketch) Plumb.; Cir. Test -Water Supply Test 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P 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 -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval. 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements .2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas-, MH.Test-Demand-Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office . Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Y ISCE Date DECKSrROVERS. CAPO63TEOGAMAGES*rans) OK ex6eot #'s Vrootings; Soils -Size -Depth -Spacing -Connectors -Steel t 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. d Awn.; Posts- Beams- Rftrs-Connectors Wo7g-Frg-Bracing 5 Alu . Awn.; Columns -Connections -Splice -Decal -Enclosures 6. rports; Windows -Doors t Electric Date Date 8. FrrDQ- Sills-Anchors-Studs-Rftrs-Trusses ­,� ,ed Wall Panels OK except #'s Card B-1 Card B-1 2. Soils; Compaction -Structure Stability r 3. Pool 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/5' -Circulating Equip. -Heater tt 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms )ate Card B-1 Date Card B-1 )ate Card B-1 Date Card B-1 .i J=OK 0 = Not OK - = Not Applicable . = Not Ready . RESIDENTIAL (Single & Duplex) '.f- Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection �. 20: Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor-Tub'Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. 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 (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. -Siding-Nailing Veneer - 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 159. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date ' Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. _ Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meeh. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive ❑ Yes ❑ NoMalks O Yes ❑ No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date 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: FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. ..........:.......:..... ....... e..;.:,;,.:..:... SECTION A - PROPERTY OWNER INFORMATION For Tns{;raneeCompanytls BUILDING OWNER'S NAME 60(3 IJIED6(LN•oL�� BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY STATE ZIP CODE GI -1 I Gam. GP. 9 59 Z(o PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Pc P IJ I I- ', - o ra" 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.), 12-c- S I DF_ t T -I Pd, LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L_I GPS (Type): or #°) LI NAD 1927 LI NAD 1983 U USGS Quad Map I_I Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION . B1. NFIP COMMUNITY NAME 8. COMMUNITY NUMBER B2. COUNTY NAME B3. STATE B LJ T' T I- Co U rJ T'*I' 0(001-1 P> L! T -F I- LI 0 10 P-57 t2-/,,-T-F,i`-.� GA B4. MAP AND PANEL 85. SUFFIX 66. FIRM INDEX 87. FIRM PANEL B8. FLOOD 69. BASE FLOOD ELEVATION(S) NUMBER DATE . EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 0i0001C.0530 1- S 19q& Ju,uE s3 Igga A 3'lq �}- B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. Ll FIS Profile L� FIRM L)�J Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: Ly 4 NGVD 1929 L_1 NAVD 1988 1 1 Other (Describe): . B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes No Designation Date: SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: L_1Construction Drawings' j_18uilding Under Construction' (,Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al -A30, AE, AH, A (with.BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to.document the datum conversion. Datum 06tV0 1112-9 •Conversion/Comments Elevation reference mark used 12- M Z Does the elevation reference mark used appear ori the FIRM? [gj Yes No * a) Top: of bottom floor (including basement or enclosure) FESS/0 m O b) Top of next higher floor — ft•(m) � �pQ �q! O c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m). a o Q �Q�`� S AD,q� Fye D d) Attached garage (top of slab) _ ft,(m) EC<)s Z 0 e) Lowest elevation of machinery and/or equipment w m W m servicing the building 3 gj Z ., q ft.(y� E c °C No. C342 7 'D ®f) Lowest adjacent grade (LAG) 11 g).Highest adjacent grade (HAG) 383 I ft.( 4P CIVIL 0 h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade�TFOf CAI�F��� 0 i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D-- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION'Reg. Exalres This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data avai/ab/e: i understand that anvfa/se statement may be prinishable by Erne orimonsonrnent uncer S Coda, Sactic,- 1,0101. CERTIFIER'S NAME -LICENSE NUMBER I`1 P,izlL S A pAM 5 R -C G 3 4 2 b-1 TITLE - COMPANY NAME ADDRESS CITY STATE ZIP CODE Zo bl=cLc� Ai1�ti b P_-IVI- CHI CO CPA 791 SIGNATUREDATE TELEPHONE -7-9 (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESS° 1 NUtOBER6.. NO BUILDING PERMIT �� SQ. FT. OCC. BUILDING VALUATION/ . ` r - ,f OWNEIS;MAIUNJI 4DDRESSkZA 1�//� ✓ C CT R'S E TELEPHONE COM TORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ W - ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checkin Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ - $ PERMIT FEE LOT NO. SUBDN6 N' o /_� CEL qP 0 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Y IFY Each Trap 1 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each gas water hea a vent 15.00 TYPE OF WO NeJ)V Addition ❑ Remodel ❑ Utilities CL Installation ❑ Other ❑ Describe Work: Gas i in stem 1 - 5 outie 15.00 Building sewer 15.00 Mobile Home S G W @2 , PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service EOOV OR LESS 200A OR LESS 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 full force and effect. License Class Lic. No. 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. m 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 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' 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.) ® 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 workers' compensation 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 rthwith comply with those provisions. aq .6 Date I Vgnatureof Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over stories in height. Receipt No. Main Service 200A TO 1000A J 46.00 NEW CONST. DWELLINGOCCUP. S° OR ADONS. ( a.. gLDS, 3.5Qs: NON-RESD. RANCHO CIRCUITS @7.50 POWEPPARATUS 8 SINGLER AOIrrLET CIR. EX. OCCU OUTLET OR FDLruREs BAL @':50 Ex. Occup. oFlxLlnFrsRa °EIL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ ) ' MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ nergy Inspec 'on fee $ oc co Tr TOTAL FEE $ HA DZ I� FLO PAR Po ISSUE -11 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /�[,,(��( tJ B Date A PERMIT EXPIRES N Q� efe WHITE-D.D.S.-B.D. CANARY -ASSES OR PINK -1 NSPECTZ1W GOLDENROD -APPLICANT n 77, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION N 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER t! �-oC� V -��, C-1. Proposed Building Use: g Counter Technician. Date: 0 Items required in order tcUpply for a reirmliC All boxes MUST be checked OR marked NA in order to apply. ! 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. __q- 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans., 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! Cl 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non-heate&bnd A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. IF 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form J7- 15. Sanitation and site plan' approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .....:........................ ❑ 22. City of Chico Plumbing permit .............................. 23. California Department of Forestry plan approval paid. Sent by: dam........ 24. Planning approval (A) Use:C7 K(B)Parking: (C) Parcel Check: p` .;: 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑;. 26. NPDES Form............................................................................................. O? 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number.: ............................. ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... fa v 37. 39. ❑ GragjDeed, ❑ M.H. iordd38. Other: Other: Title/StaterDent of Facts, ❑ Letter from Legal Owner, ❑ Check tq H.C.D. $ eG � eif When issued Telephone -- and hold for pickup. , I have been informed of the above items and requirements for obtaining a building permit. Q,Z 0 Applicant: :'�f _ Date: Axl 2.7 b Q 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re uired Contractor, designe , own was advised of the above data by one, ❑ mail, ij counter, by Date: -6 Contractor, designer, wrier was advised of the above data b ❑phone, O mail, ❑ coun r b Date: Plans reviewed by: Date: I Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 11 r E.H. USE ONLY Piot Plan Attached Race Flan Attached ," . — - • Sant to Brr.D. r / TO: Building Department TD Pp 1 (41 ti FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lo ation* AP# Plan Approved for: Sew // , Water Supply: Public / Priva Well Clearance for dwe�(irg.)Other lD X •��- C^ir'� f'<. <..P ni) /J! LAVA � r )�) Ct Hold final for: Final clearance O.K. for: NOTE: 8/96 RECORDING REQUESTED BY v Bidwell Title & Escrow Company AND WHEN RECORDED MAIL TO Name Mr. Robert Neiderholzer Street Address 1951 Honey Run Road City. State Zip Chico, CA 95928 Order No. 5040406 lillffilllfiilfiliiffi[flil[llf Ifl Z�4'a4—�1�23 1 4S0 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 22 -Apr -2004 REC FEE 13.00 Cheryl Page 1 of 3 SPACE ABOVE THIS LINE FOR RECORDER'S USE Parcel No. PTN. 011-250-071 EASEMENT DEED THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The Undersigned Grantor(s) Dcclare(s) Documentary Transfer Tax is $-0- ** ❑ City/Town of 0 computed on full value of interest or property conveyed, or 0 Unincorporated Area ❑ full value less value of liens or encumbrances remaining at the time of sale © Monument Fee of $10.00 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Alton L. Rippy and Bette J. Rippy, as Trustees of the Alton L. Rippy and Bette J. Rippy Family Trust created on January 31, 1992 hereby GRANT(s) to Robert C. Niederholzer, Trustee of the Robert C. Niederholzer Revocable Living Trust dated April 5, 2002 the following real property in the ❑ City of 0 Unincorporated Area County of Butte, State of California: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF ** "This is a conveyance of an easement and the consideration and value is less than $100, R & T 11911" y J, 4'trfjs�� Alton L. Rippy, Trust a Bette J. ippee Document Date: April 21, 2004 State of California County of But: to } SS. Onbefore me, the undersigned, a Notary Public in and for said County and State, personally appeared Alton L. Rippy and Bette J. Rippy 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 acknowledged 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 which the person(s) acted, executed the instrument. WITNESS my han and offici al. Signature —IA, FOR NOTARY SEAL OR STAMP MAIL TAX STATEMENTS TO: Same as Above aTEGGRANTMED --:�i (e- 4t I Exhibit "A" Fire Clearance Easement All that certain real property situate in the County of Butte, State of California described as follows: Being an easement over a portion of Parcel 2 as said Parcel is shown on that certain map filed for record July 29, 1992 in Map Book 128, pages 13-14 in the Butte County Recorders Office, said easement is for the purpose of clearing vegetation, brush and trees required by the Fire Department to maintain a 30.00 foot fire clearance from the existing and proposed buildings located on Parcel I as shown on that certain map filed for record on January 18, 1994 in Map Book 132, at pages 60-62 in said Recorder's Office and being more particularly described as follows: Beginning at a point in the easterly line of said Parcel 1, said point being located North 01°12'46" West, 190.15 feet along said line from the southeast corner of said Parcel l; Thence, continuing along said easterly Parcel line, North 01012'46" East, 134.50 feet: Thence, leaving said easterly line, South. 88033' 16" East, 30.00 feet; Thence, parallel with said easterly line, South 01012'46" West, 134.50 feet: Thence North 88033'16" West, 30.00 feet to the point of beginning. Containing 4035 square feet more or less. 9/30/06 DX and Projects R2U730TV)ocamentsT=cleaw=case.doc EXHIBIT "A" CONTINUED SAID EASEMENT TO BE FOR THE BENEFIT OF AND APPURTENANT TO THE FOLLOWING_ DESCRIBED PROPERTY, AND SHALL INURE TO THE BENEFIT OF AND MAY BE USED BY ALL PERSONS WHO MAY HEREAFTER BECOME THE OWNERS OF ANY PARTS OR PORTION OF SAID APPURTENANT LAND. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 18, 1994, IN BOOK 132 OF MAPS, AT PAGES 60, 61 AND 62. CERTIFICATE OF CORRECTION RECORDED• DECEMBER 28, 1994 UNDER BUTTE COUNTY OFFICIAL RECORDS SERIAL NO. 94-52123. APN 011-250-076 w AREA / X00 PoNfl WA } i 50, gSL �-HONEY August 14, 2002 Bob Niederholzer 1951 Honey Run Rd. Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-250-076 Building Permit Number: 02-1835 Thank you for submitting the plans for your building project. The plans have been reviewed_ , and the plan examiner's comments are listed below. Please respond in writing to each item by - completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: The plot plan submitted for this project is not consistent with previous plot plans for the location of the 100 foot setback from the creek. Original building -garage and carport, later changed to a studio, was shown with a 250 foot setback from'the front property line. This building was built in the 100 foot setback. This was confirmed again when the house was built, the plot plan reflected the location of the setback directly in front of the house and through the studio. The setback has now changed again on the current plot plan. The parcel map for this parcel clearly shows setback. The location of this garage is further into the setback. Please confirm the location of the creek, and, the orie hundred" `foot setback.with detailed dimensions ofthe location of the'creek; setback-�and'all structures. This garage is shown just 10 feet from the property line. The State Responsibility Area for fire protection limits the setback to 30 feet for parcels over one acre. 0We are awaiting confirmation from theTfire'department for approval aftliis location. (This item maybe affected'byconfirmation-ofone`hundred-footsetback.)7i -to'�ud L:f-A J—ht PQuru� M �(� faih i^.A�-t� Joe �d z1L Health department clearance may be affected by confirmation of onoot �� setback. Flood'elevation certificate is a copy of the post -construction flood elevation certificate submitted for the house. It has an incorrect accessor parcel number on it, incorrect date, and is marked as "finished.construction". IPlease_provide a flood elevation certificate , rhich'is'spe`cific to this' structure -and -to 'thi s parcel:iOur maps clearly show tliis`sti;acture to-be'located"in the flood'zone:–Confirmation-ofone hundred foot setback may affect �- t location of this structure. • _ Two incomplete truss packages have been submitted for this project., Truss A2 is missing from both packages and Truss Al has been copied incorrectly and is not legiblet Please, submit two'complete tru ss packages:-- 1 oft If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner 2 of 2 NorthStar ENGINEERING Civil Engineers • Surveyors January 27, 2004 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: APN 011-250-076 BPN 02-1835 Gentlemen: In response to your letter to Bob Niederholzer dated August 14, 2002, the following is provided: 1. The attached plot plan is based on a field survey conducted by NorthStar Engineering and accurately portrays the location of the existing facilities in relation to the creek. The buildings, both existing and proposed are located outside the 100 -foot creek setback. Previous plot plans were based on inaccurate measurements by others. 2. The Fire Department has approved creation of an easement to provide the necessary 30 -foot fuel reduction setback for the existing and proposed structures. The neighboring property owner, Mr. Alton Rippy, has agreed to deed the easement to Mr. Niederholzer and the necessary easement documents are currently being drawn up for recording. These will be forwarded to, your Department as soon as they are recorded. 3. e. 014 1; l 4. A copy of the correct Elevation Certificate is attached. 5. Two complete truss packages are attached. Please feel free to contact this office if you require any additional information. Sincerely, NorthStar Engineering Mark Adams, PE cc Bob Niederholzer 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 NOTES RESIDENTIAL ®° X011-��0-07G 9�3=2� PERMIT NO.. _NIEDERHOLZER, BOB - 1951 HONEYRUN, CHICO CONTR: OWNER NEW SINGLE-FAMILY I V SPECIAL CONDITIONS CHECKED BY S� FOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. l SPECIAL INSPECTION ITEMS VERIFY U E PERMIT CONDITIONS UB -STANDARD HOUSING LETTER n1j) OIC,h a P ci/i 74 2d / e.�cis��: s heccse Ci Vbel rtrrm0ve �s �i' /ed. rh % -Cer�s�-uc�oy, �/a� FPeva�or� 77f, ,P: c Ae- is JOB FINALED (Date) Signature i .< =OK 0 = Not OK - = Not Applicable = Not Ready ' MOBILE DOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'tt. / /'Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills -Anchors- Studs- Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Liqht Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liqht Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex), Date Underfloor (Plans) OK e It #'s on_jpc'Setbacks•Easement Flood• lope tg., Main; Soils-Elec. /" Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth G;_<9 rches & Decks; Soils -Steel-/ /" F . -epth Stemwalls, Main; Steel- Blockouts-Wr ed 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. HpITDowns and Special Anchors Slab,i'iWW-Wrapped 8. $lb.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date Date 15. Access & Ventilation FRAMING (Permit) OK except #'s 16. Insulation 41. 2LMls Studs -Nailing Spacing & Braces -Plates -Sound 42. Date a(/ Card B-1 Date Card B-1 Date Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s ,' 'Water Htr.; Vent -Access -Combustion Air Baffle P ood on Roof Overhang -Attic Vents -Rafter Outriggers 5e ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 7 21. Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date J Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2,-'F',xt_we & Transformer Clearance -Ins. Protection 24 lec. Receptacles Spacing -Lights & Switches at Doors 25 ize Boxes & No. of Conductors Stapled 26 omex Installed Close to Edge of Studs & C.J. 7. uip. Ground made up w/Meth Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI X 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI `/30. I� Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light . Smoke Detector Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date 14ECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 36 3 . Ont Fan, Exhaust above insulation C densate Drain & Overflow, Size & Grade 3 Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. its Proper Materials & Anchors 41. 2LMls Studs -Nailing Spacing & Braces -Plates -Sound 42. ring Walls over Girders & Floor Nailing 4 aft Stop in Walls (rat proof) 44' Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs 45 eaders & Beams -Size & Bearing Date FRAMING (Continued) 46. ngers-Post Caps -Anchors -Connectors . Ging. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. flfeplace Ties or Type A Flue -Fireplace Throat Clearance 4C A 'c Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . Bdr . Windows or Exiting Doors -Sill Ht. & Dimensions 51 age Fire Protection Framing 5 Pr erty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits irs; Width -Headroom -Rise -Run -Landing -Fire Protection P ood on Roof Overhang -Attic Vents -Rafter Outriggers 5e ' incl -Nailing Veneer VZ Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5V Glazing Area -Glass Protection -Skylights -Plastic 5 ar Walls; Nailing -Bolts ew"B'race Interior/Exterior Wall Panels 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,FINAL (Plans) OK except #'s ESI leps-Door & Sidelight Protection -Landings �Ili<Sqtoke Detector Furnace Vents -clearance -Comb, Air-Connector- In_Garage; Above Floor -Ducts -Meth. Protection fK_Be.0room Exiting Bath Fixtures & Tub Access -Spa 816- Elec. Trim & Subpanel, Breaker Sizes & Labels §8- fairs & Rails Fireplace or Stove, Clearance -Hearth Tl— I utlets at Wood Panel, Int. & Ext. 7 Ki xt. & Appliance; Ground -Air Gap -Cooking Clearance Elac-Outlets & Receptacles at Kit. Counter garage Fire Door; Swing -Landing -Closure .._Z&--A-G_Quct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i 4 -rage; Above Floor -Meth. Protection *."Pjb, Elec. & Mech. Equip. Listed for Location 26--- Receptacles in Garage (F.F.I.)-Romex Protection 7 ulation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor D Yes 82. Following Instld./Drive 'J Yes v No/Walks,:) Yes D No/Planters 0 Yes J No 8 . Stucco Brown -Finish 84 .C. Unit Disconnect, Electrical -Plumbing 5.,Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 6.'Water Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection 9 . Cforrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 92/Water & Sewer Connected -C/O to Grade -HD Approval Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date ( �L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CQUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 HERMIT No (Rev. T2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-250-076 ZONING BUILDING PERMIT OWNER NIEDERHOLZER, BOB TELEPHONE SQ. FT. OCC. BUILDING VALUATION 1390 R 75,060.00 OWNERS MAILING ADDRESS 1931 HONEY RUN RD., CHICO 95928 1855 .COV 24,115.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1500.00 LENDER'S MAILING ADDRESS Total valuation r$-100 675.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 643.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 417.95 BUILDING ADDRESS 951 HONEY RUN ROAD, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1103.95 LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7 7.00 49.00 USEOFSTRUCTURE SF )Q Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 1 23.00 Water piping 1 15.00 15.00 Each gas water heater or vent 1 15.00 15.00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ONE BEDROOM SINGLE FAMILY Describe Work: Gas piping system 1 - 5 outlets 1 15.00 15.001 Building sewer 15.00 Mobile Home I s I G I w 920.00 PERMIT FEE $ 129.00 ELECTRICAL PERMIT Fling Fee 20.00 600v OR LEss 23.00 Main Service 2o0A OR LESS 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 full force and effect. License Class Lic. No. 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 astheir 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( b ACC. BLOS. 3.5¢FT:48.65 NOµHEOS,UT. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE R FIXTUCIS. zo 0 Ex. OCCU OLmET OR FIXTURES BAL .50 FIXED APPLNS.. OR 5.00 Ex. Occup. ounErs RLx10En Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ reason 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.506 50 Ventilation 4.50 13.r PERMIT FEE S 70.00 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.) S 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 workers' compensation laws of California, and agree that if I should become subject to the compensation provisions of section 3700 of the Labor Code, I shall forthwith c mply with those provisions. X % Date 2 I 9 9 Signature of Appli ant - W Owner ❑ Contractor ❑ Agent An OSHA permit is required forexcavations over 5'0" deep and demolition or construction ures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R 11TOTAL CONST. TYPE FEE $ 1440.60 HAZ D FEEs I�yP IL �tLOOD li YF f� PARCEL A P� +rD SUE XSUE JX This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi ab for hich fees have been paid. By DateNo. PERMIT EXPIRES ON.D.S.•B.D. (Date) 81121 1 t CANARY -ASSESSOR PI K -INS PINK -INSPECTOR OL ENROD-APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE • A. PROPOSED BUILDING USEBalance 1. BMUILIING PERNUT FEES • -- Additional Fees Due ........... $ Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ 2. -HOOL DISTRICT FEES i (� paid at District Office) Z3.SH'paid FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) 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 $510..0 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 89.00 (paid at Building Division) �bD 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # CDI_2" 75- 6 % DATE Z- — RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ,f,��� ._ DATE I 2 ` 1 4 ( 9 9 4 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 4e.i'� �(c'�.'�y.p...,�ti.^�"'�''1r'(YY�� ��..��•, ti -t..-•. r Z'r�S}..Tf.T'�.JTY"'.i�"'u&''1�',+v.'":^•.)rYlt''�'''1.�` _ Y �•` ,. "' r QT7Y�OFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES' BUILDING DIVISION COUNTY CENTER DRIVE - OROVILL'E; CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLXATIONDA°TA'SHEET ar OWNER: b • ti 1 m �eoLZ e-&_ _ . ASSESSOR PARCEL ER: �'�_ p g : Building Inspector: - ..;Date: Proposed Building' Use: At time of permit application, I was advised the following d a�'ust be submitted kor to permit processing and/or issuance: 0 Date Received By ❑ . All items have been submitted .-------------------------- , ------------------------------------- p lot plans, 3/4 sets, signed by the preparer of plans. - �,T �3. Complete plans, 3/4 sets, signed by the preparer of ptac=�---=------------------- -- , 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- E15. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! —� --------------- ❑6. Energv Design Compliance and sunnortina documentation .'-------------------------------------4-------------- "❑7,jStatement of Intent for Non -Heated and A/C Buildings. Hazardous Material Form. ----------- r y i factured Home data and inst ti ctions including Tie Down Specificatiorns?---`--=— 1------- t e Is of $ --low-1Q f r Impact fees as shown on the attached schedule.--------------------------------------------------------------`-� �Califomia Department of Forestry plan approval/fees. i ----r----------------- -------------------;;-------------------- --- - --- -- -lood elevation certificate. Sanitation / and plot plan approval Health Department. - - - - -- - - - -- 2 4. r ❑ 15. City hico plumbing permit.-------------------------------------------=--------------------------------------- , . - ~' ❑ 16 of plan and business license approval from the City of Biggs.----------tt---------- --- ------------ ---- -- % ---- - _ lanning approval for (A) Use: (B) Parking: ---------, ---- -- 18. Contact Land Development about ❑'Improvements, El 0, ❑Legal Parcel. ------=------------- 1119. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------------- \ t 4 020 ' . Pre -inspection for required. Request to Building Inspector 'on ` (Date) i 112 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------------- C1 22. ----------------------------------❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner .0, Mailed to owner 11) - --------------------- /-------------- ❑24. Letter of signature authorization.----------------------------------------------------------------r--------------- ` ,,025,;Recorded copy of Agricultural Acknowledgment Statement. ----------------- - - �- t (].er of intent on building use. ----------------------- ----- --` ------ h tb --------=----------------------- _ _ 7.:Manufactured Home utility clearance. -------------- --------------=------------------- ❑2`8. Existing violations and/or expired permits. --= ------ �" i -z f ❑29."❑433 A, ❑Grant Deed D,M-H: Title, k to H.C.D $ ` .--------------- .1130. Other: ' C." When you issue the ermit r s llows ❑ Mail to owner, ❑Mail to contractor/ �7F� ' ' °,❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: �---c /Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, 13Air Pollution By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ th : Date, . �I 1. Index permit application for the � ''7 4T Van Check List 2. Additional items required. y Contractor, designer, owner, was advised-dfthe above requireddata by ❑ phone, ❑ mail, ❑ Building Division counter, by Y Date: 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 by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, o tea advised of the above ala y ❑ phone, ❑ mail, ❑ BuildinjDivi lsl*on counter, by a Plans reviewed by: Date: Plans approved by:y V �J Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A. . folder., Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. "" F TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance Z. H. USE ONLY Plot Ah Attached Floor Plan Attached Sant to B.D. 0 f n/�`c�l:Ferii'o f2e 018 - 2.5-0 -07(o Owner Loc tion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Othery.�;5t:ii ��e�t n/ �' ���r" ���� �� n w/ sur""oA aght a fir l4" Hold final for: r y Final clearance O.K. for: NOTE: /2EHS 5"-2-4-60 Environmental Health Specialist Date 8/96 r• iT� - 3,•fr.. 'f'-'S.rF`.�''.=.:r�.�-'f.'��,a �iS� _,���-:-a:slX*i"t .4.-�. �..v;•sy� 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 r CORRECTION NOTICE OWNER a_ f,. PERMIT NO. ,1 f 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. If you have any questions pertaining to this matter, or need additional explanation, ?:. Date Inspector. 4— REV 10/92 FJ . - . ,.��,� �F'^"^�tbcSiw<M./$'3�::FSy '�• w� :r.Y'Rli,.lvS•.,a*�' a.+s;l7�3y ��Y 1 ' COUNTY OF BUTTE • BUILDING DIVISION,. DEPARTMENT OF DEVELOPMENT SERVICES. 411 Main Street • Chico,'CA. • 530)_8911-2751 ' s 7 County Center Drive • Oroville, CA x'.530) 538 7541 CORRECTION NOTI(pCE OWNER PERMIT O. - A routine inspection indicates that the following violations of butte countyOrdinances.ezisfat the above address and should be corrected. Please notice this office'when correction -of work is completed. If you have any questions pertaining to this matter, or'nee i additional explanation., please contact this office immediately.'._. 3 i• t #"y' . .. _ - It Date InspectorYl�/ REV 10/92 t FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B: No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION ForfnsuranceCompany:_Use BUILDING OWNER'S NAME poli%Niimbe�,_::::'::r:';: Lao B IJ I E DE fLF1 a L. S 6 rt— BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.Compariy.[JAI.C':Numbers 1-15 I M a,( IZ+.t CITY STATE ZIP CODE C,H I c,--> 959 Zlo PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A P r1 1 I— 210 - 0 (.,-I BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.). LATITUOE/LONGITUOE (OPTIONAL) HORIZONTAL DATUM: #SOURCE: LI GPS (Type): or ##.#°) LI NAD 1927 Lf NAD 1983 LJ USGS Quad Ma _ p I 10ther: SECTION B - FLOOD INSURANCE -RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 810. 82. COUNTY NAME 63. STATE &Lt r T co U rJ T -Y o C' 0 01-1 13 U r T -E LJ 0 1 rJ rL/uT"6r�, CA B4. MAP AND PANEL NUMBER BS. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL EFFECTIVE/REVISED DATE 88. FLOOD ZONE(S) 69. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) O(Z'00-IC_OS30 G JUiiEE S 19913 JLIr-AF a Igga Al '1`1,4 3-19,45- 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. �I FIS Profile . LFIRM LX1 Community Determined L1 Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IZl NGVD 1929 L_1 NAVD 1988 1-1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Ll Yes LA No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: L_1Construction Drawings' L_18uilding Under Construction'-j�Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE)., AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate,.to.document the datum conversion. Datum NL-V0v9 2-9 Conversion/Comments Elevation reference mark used 12- t-1 L Does the elevation reference mark used appear on the FIRM? 12SI Yes L_1 No ® a) Top: of bottom floor (including basement or enclosure) pFESS/ O b) Top of next higher floor _ ft.(m) �' OQR ONq� C3 c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m). o -a � Q,� S. ADq F ❑ d) Attached garage (top of slab) _ ft.(rri) E * e) Lowest elevation of machinery and/or equipment Lum UJ W m servicing the building 3 3 21 9 ft( E- cc No. C34257 ® f) Lowest adjacent grade (LAG) 3 o Z q ft.S ® g) Highest adjacent grade (HAG) 3 83 I ft.(;n� (P ❑ h) No. of.permanent openings (flood vents) within 1 ft. above adjacent grade �9TFOF CALt����\ ❑ i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION . Reg Expires 9-:30-09 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certiflj that the information in Sections A, 8, and C on this certificate represents my best ef`orts to interpret the data available. I understand that any false statement may be punishabie b y true or i„rr•.PnSonmenr ;,,rider , 8 !,r S C^de Sec . CERTIFIER'S NAME .LICENSE NUMBER 1'1 A F -K- S A r>AM S ¢C 6 3 4 2 5-1 TITLE C I \/ I L, I. L1 I i`! ,E(2- COMPANY NAME I fJ f T -NSI a2- ErJ.Ca IrlE6QI�U ADDRESS CITY STATE ZIP CODE Zo b6cLa2A:-1 _l I-') CHI co CA 59-1 SIGNATUR , DATE TELEPHONE -1-2-9 -01 730- 693- Ir000 A1A Pnrm R1-11 Al Ir; QQ CPP RP\/PPCF CInP PnP r.r1NTINl IATIr1N RPPI Ar..FC AI I PRPVIr11 IC PnITIONC IMPORTANT: In these spaces, copy the corresponding information from Section A. For.Ir su.erice:Company'.E�se_ BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. .:Policy Number F� o�I1, R-JtJ R-op<� CITY STATE ZIP CODE .::Company'. NAIL; Number Gi-I I co SECTION -D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1 Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMB -F, Section C must be completed. 'r E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I_L_I ft.(m) LI_Iin.(cm) I_I above or LI below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I_L-1 ft.(m) L-1—Iin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_I Yes 1_1 No 1_I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I—I A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. I I The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED , G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ' ISSUED G7. This permit has been issued for. LI New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is:iik_ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE SIGNATURE OA T E COMMENTS Check here if attachments i LOERKE INSULATION CO., INC. 1951 Honey Run Road Number a ree Chico INSULATION CERTIFICATE Butte aunty — et um er DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type F tgrglass Batts Brand Name Johns Manville Thickness (inches) 13.00 Thermal Resistance (R -Value) R-3 Loose Fill Type Fiberglass Brand Name Johns Manville Contractorls min. installed weighttft sq. ib; Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Rafts Thickness (Inches) 6.5 4. RAISED FLOOR . Material _ Fiberglass Batts Thickness (inches) 5. SLAB FLOOR t PERIMETER Material Thickness Perimeter Insulation Depth (inches) { 6. FOUNDATION WALL Brand Name Johns Manville Thermal Resistance (R -Value) R-19 Brand Name Johns Manville_ Thermal Resistance (R -Value) _ Brand Name Thermal Resistance (R -Value)_ Material Brand Name Thickness (inches) Thermal Resistance (R -Value)_ DECLARATION I hereby certify that the above insulation was installed in the building a ha Bbove location in confoance with the curre t Energy Efficiency Standards for residential buildings (�itle �4rm ,Part 6, California Code of Regulations) as Indicated on the Certificate of compliance, where applicable. SID LOERKE INSULATION CO., INC. Installin Subcontractor ` o, Name)r General Contractor (Co. Name) Or Owner Signature, a ens in Subcontractor(Co. Name)r General Contractor (Co.Name) Or Owner ,= gnature, Date Installingu con r ctor o. me r General Contractor (Co. ame �r Owner 09sBT6B06s owl ` '0a NoI u-nswi 3>Ia30'1 v9s:90 TO t,a 9nd SAL- /J NO!?8TATiE •WcrRrc'�oroP SPECIALISM",-, SERV�c� vnp•• b v }rk A°`~'r�R,s COMMITTED TO QUALITY c:OM,MirR ('4,�141. G•• � �{ - .-rte �•. h Apri 14, 2001 Conroy Construction` 1295 Woodland Aver Chico, CA 95928 RE: 1951 Hone 'r!` Honey RtinRoad — Niedelhol)er job ,• ,. ToVhom It May C0- cern: Results of flow test' re 30 gallons per minute @ 40 psi, continuous for 10111iflutes. Comment: Per•foi nrtnce of well changes with ground water conditions. ♦ J• 1jY Respectfully subzzlit`4 + Ncirth State tie6ctiric Pump •• i ' 'ssi• r { z 6 Freight Lane'.'Chico, CA 95973 • 891 �5545 Fax: 891 -0793 • Lic. # 534959Web site: www.waterwelipump.com' •sir.,,,. AAAAMBiAM ,=wra. fo ficate of Conform aceCerd , 0 z 4..� Certificate 054065 :.;. THIS`IS.TQ CERTIFY that the glued laminated timber products identified with a collective mark of Fngirieered Wood Systems (FWS) were manufactured in accordance with the applicable standards ",,-and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products— Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" . { Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species ITIS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated,timber members ! _ 1were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS)'Quality Assurance Program_ Routine audits include inspection' of -the. {_ -.`manufacturing proces'§ and evaluation of the in -plant QA program with adequate sampling to'verify _� 1 �conformance to industry standards for lumber grade and giueline bond quality. f .'�.•• p tW 0 0,0 P**o, Rq�� ��0o ` x = SEAL ■� !rji' M 0 by Thomas G. Williamson Executive Vice President f_ a ENGINEEAEO WOOD SYSTEMS Is O related corporation W APA — THE ENGINEERED WOOOASSOCIAT/QN 7011 South 19th Street • PA. Box 11700 -Tacoma ' 1700•Tacoma• WA 98411.0700 ' Telephono; (253) 565-6600 • Fax Number. (25$) 5657285 .11 4 ny;••� `•yy1"'\ �J, 'k,'--...;�.j.,,..jti:..:. ;rr:..i r"G;,,`'. .cn, :r+.ri Vl�t'��'• �.a•v...-.�a.�".�+u.r �y-.:.v •,r".''..ra:,..:>' a.Ny� is '� .. BUTTE COUNTY -SCHOOLS IMPACT FEE CERTIFICATION FORM - l (One form per Building) r j C� School District _t 4�,�..�(.d / tom' /, ' `' Building Department No. .A.P. Number Jurisdictions Clty! County b!i-2so -a�Lv f Property Owner �jol� Ah e d pr ho l z e r- t _n Property Location/Address/9.51 p n-, C� Subdivision Lot No. -- ^• :.................._...................... ..................................................................... Residential DevelopmentETJ Sq. Footage /,j / 3(00 . No of Living Mobile Home Addition/•Supplemental to (Group R) ' Units ' Installation Conversion Permit # or -a �ji': Y` t it �..� r .. zlt -:F 3 ••.. a•�" :(N .:. ,. �+��„ � f� " s'' � oFfoundafion mspection)� a. «�.:,Ar=--�^s"i� •� ;�= ,, _ - -�y Commercial/Industrial 0 F7 Sq. Footage New Addition (Including Exterior Roofed Areas) 5 2Cv .0 . Building Department epresenfaive Date (Prns-re)iewed (Floor bv. Sch o District Personnel) t District Identific ation No.).%0�3 .,._,•: School Distract certifies that (Applicant) i has complied with the requirements of Resolution No; 'representing square feet. School District Representative Paid by Check rr 9(e5 Remaiks: AB 2926 ;- OULL MIT by payment of $ ? . Date 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 660201x), 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) feeform.xls 110/98)dmm ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: Gj 9 9 F� Date: Genera/Information AP#: Oil - `2,To -- 47� Owners Name: 1>� '� N G l��I�Z� L -Z--� Parcel Acreage: b A Owners Address: 5 N�JV Com/ �? U 1� 1 2� I� 1L Q Building Site Address: Is �� C Gh�/X 8g3- 0 32 Proverlylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: Zoning Code Date of Zoning Ordinance: General Plan: Front Development Agreement: Use Permit: 10 Variance:` Side street Parcel Is In: Land Conservation Agreement KNo ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan N No ❑ Yes Violation Area No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone f No ❑ Yes, check use � 9 ❑ Cohasset Floodplain ❑ No ME Yes Zone: tk Panel Number. oS30 Q— Watershed Protection Zone No F-1 Yes Proposed Use Complies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other. Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front Side 10 Side street Rear Heiqht Environmental Health Issuesi Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Permit clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Mull) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: 11 Map Date of Recording: Lot: 1 Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Block: Book: 3� Page: b� �-- Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ VerifyLegal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD regyirements. ❑ Other General Comments: 1-� 0 V If--- W G -L-2-- UzO le— L.1 K --G COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/9'6) APPLICATION AND PERMIT G ID -.14001 - ASSESSOR,P577BER69 ZONING BUILDING PERMIT OWNE " TELEPHO 3 5-16,05- SO. FT. OCC. BUILDING VALUATION . OWNERS MAI LI DESS p /. CM � �1 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHrrECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUILDINGADDRESS I �"^ / n 1d' ,l/ tM•/.,`, Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. / SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF,19, Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodelsfl❑ Utilities 0 lvtallation ❑ Other' Describe Work: \l/VW s,/C" Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS Main Service 20.AORLESS 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 M full fo ce and effect. / License Class — Lic. No. 3��a I 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. D4 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 IOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( DW: Acc, BLns. SO 3.5QFT: NEW CONST. MULTI -OUTLET NON-RESID. C @7.50 8 PSINGOUTLET COWELER APPARATUS IR. Ex. Occup. OUTLET OR FIXTURES 20 p 1.00 aAL @ .50 Ex. Occup. GurEL s Aa DD °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) I certify that in the performance of the work for which this permit is issued, I shall_3 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwithc ply with those provisions. C �U — _ Date AU6. 2co,) Signature of Applica t - M Owner ❑ Contractor 13Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAz. D. FEES 1 FLOOD cDP PAR PD Ho xsuE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. . 10 d WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT �"`�►'p.,y'�,.,<y • rte' _ r r ARM COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ?+ 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 rY PERMIT APPLICA TION DA TA SHEET OWNER; ASSESSOR PARCEL NUMBER: _ -Proposed Building Use: Building Inspector.0 Date:a+y— �r _ ~ wAt time of permit application, I ws& advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. 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. -------- 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------. ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ . Manufactured Home data and installation instructions including Tie Down Specifications .------------------ 10. Fees of $ , dD •. ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- r �. ` ❑ 12. California Department of Forestry plan approval/fees. ❑ 3 . Flood elevation certificate. ---=--------------------------. ❑ 14. Sanitation and plot plan approval Health Department. Q15: kQity of Chico plumbing permit.----------------------------------------------------------- ❑ 1�. Pizoran and business license approval from the City of Biggs. ---------------------- ❑ 1p7* -F i nning approval for (A) Use: (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 1:123. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. -------------------------------------------- E125. ------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. -------+--------------------------------------. ❑27. Manufactured Home utility clearance. � -------------------------------------- 028. Existing violations and/or expired permits. ---------------------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: (Date) When you issue the permit, process as follows ❑ Mail to owner ail to contractor. �— XTelephone and hold for pickup a office. ❑ Deliver with inspector. �.� �� Applicant! OUJIE•/�1.�— Date: Copy of -Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution / Date: By. Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. dditional,items required: ntractor, 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 by ❑ 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, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: von,,... r,..... ne..,..-.._.,._...rn__._,__—__• �---'- ,, , , .. August 29, 2000 Robert Niederholzer 1951 Honeyrun Road Chico, CA 95928 Department of DeveloP lent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-250-076 Building Permit Number: 00-2001 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form._ Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Your calculations for the fire sprinklers must include the water pressure at the source. 2. Please provide manufacturer's listings for ALL system components, including sprinkler heads, all valves, pressure gauges, flow switch, pumps, holding tank, etc.(2 sets) 3. Please put the pump specifications and requirements on the plans. 4. Plan review will continue upon receipt of the above items: Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART — II The items identified below must be submitted prior to permit issuance. These items were noted. at time of permit application on the PERMIT APPLICATION DATA SHEET. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, 1 of 2 Gary Hawkins ARCH ITECT Jan. 8, 2000 .; it r Butte County Building Divisions 7 County Center Drive Oroville, Ca. 95965-3397 e RE: Bob Neiderholzer ti 1951 Honey Run Rd. V, Chico, Ca.95928 Plan Check No. 99-2798 AP # 011-250-076 I have reviewed the.truss engineering from Design Assistance for the above-mentioned project and found that the submitted information correctly depicts the loading and ,design requirements. While these documents have been reviewed to verify compliance with .structural criteria, It shall be noted that the. verification of exact truss dimensions is beyond the scope of our review and shall be the responsibility of others. If you have any questions regarding this item, please do not hesitate to call this office. Sincerely",..�`+I - -- -•} . 4K Ga�w ins VZV, -17.11M 'j`s;:' ••• - 'max" .. •� ^� -' �. 1370 RIDGEWOOD DR., STE.1 O • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch®emall.msn.com CLAIMANT: ADDRESS: CITY & STATE: nATF r)F CI AIM r�v� 0y t r, R County of Butte r Oroville, California GENERAL CLAIM Bob Niederholzer 1951 Honey Run Road Chico, CA 95928 n,i/f19/fl4 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund Claim -See calculation sheet APN: 011-250-076 eattached Perin It No.: t72-1035 PAID I PZETAINED- REFUND Development Services $ 382.72 $ 145.30 .$ 237.42 SRA $ 43.00 $ 43.00 $ - Sheriff $ - $ - $ - Other: $ - $ - $ - TOTAL $ 425.72 $ 188.30 $ 237.42 .............................................................. ........................................................................................... ............................................................................ ........................................................................................... ............................................... , . .. ............... .............. :AOCOUNT::::A. .............. .............. ............... ,M 11iT .............. Development Services 440-001 4210500 $ 237.42 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL I I $ 237.42 1 $ 237.42 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. f)QAL� Dated this � , day of Lli , 2004; at _ C ,N C(� Calif. j Signature of Claiman I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check ;Depa DmentsH�a�?dor ame. Dated this 195 day of r , 2004, at Oroville �. Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND r DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING March 9, 2004 Bob Niedertholzer 1951 .Honey Run Road Chico, CA 95928 RE: Permit No. 02-1835 APN#011-'250-076 Owner: same On 7/10/02, a deposit was made in the amount of $425.72, of which $188.30 was retained. The remaining fees will be reimbursed to you. Please sign, date, and return the enclosed.claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $237.42. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m, to 4:00 p.m., at 538-6869. Sincerely, Q� Diane Lewellen , OA III Administrative Division enclosure 02-1835.1tr REFUND CALCULATION SHEET Bob Niederholzer tESS: 1951 Honey Run Road & STATE: Chico, CA 95928 OF CLAIM: 02/09/04 APN: 011-250-076 RECEIPT INFORMATION NUMBER: 353953 DATE: 07/10/2002 ISSUED TO: Bob Niederho CHECK #: 1721 AMOUNT: $425.72 PERMIT #: 02-1835 ZA-BLDG .................................... Building $46 46.001 46.001 46.00 ............ .......... ERMIT FEES ........................................... Building 162.00 162.00 162.00 Mike, there may be additional Plumbing' plan check fees - see file. Electric' . 29.12 29.12 29.12 >: >:< »>: >::::::::: »: Mechanical THER BLDG Yes No Yes No Yes No PRIOR REFUNDS: X X FEES VERIFIED X X REFUND BREAKDOWN BLDG SRA .,;..SHERIFF.'- ;..SHERIFF.' - 440-001 DETAIL PAID RETAIN REFUND a420 500 4617240- BLDG Y .................................... ..........oi8sli' FILING FEES Building 20.00 20.00 Plumbing Electric 1 20.00 20.00 Mechanical PLAN CHECK _ .... .. .. ... ..:. ...... :.:.:... Plan Check 105.301 105.30 Energy INSPECTION . Energy ZA-BLDG .................................... Building $46 46.001 46.001 46.00 ............ .......... ERMIT FEES ........................................... Building 162.00 162.00 162.00 Mike, there may be additional Plumbing' plan check fees - see file. Electric' . 29.12 29.12 29.12 >: >:< »>: >::::::::: »: Mechanical THER BLDG 1� �Oljwfc Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY -Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the recei t) and return to Develo ment Se ices for Dayment processinq. CLAIMANT'S NAME: Ob er 2-� Imo'✓ MAILING ADDRESS: Y2 I 1n -4-1 K a C_ Fu, C PHONE: ASSESSOR'S PARCEL NO.: LU-, L ' z S^� ' -D-7_ [Please use one claim form per permit.] op - 75s- BLDG PERMIT NO.: Receipt No. 1 - Receipt No. 2 Receipt No. 3 3 _15_3 9 3 r RECEIPT NO.: RECEIPT DATE: O� 11 b I O 2 RECEIPT AMOUNT: REASON FOR REFUND REQUEST: +# «2j I— EXP ( jZ 76 C *.39� �a Check those fees which you wish to h ve considered for refund: Za S -j ®Building Permit Fees Sheriff Fees [_]SRA Fees (CDF Fire Planning) [Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. _ 128 64 Signature Date K:/Forms/Refund pplication 082203 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-suba►ittal. If this form is not complete, as to all correction items, we will not be able,to accept your re-submittal for review. 'There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TOA COPY OF YnuR ar AN DFWI:W i Vrreo sun so-.........._.. PARCEL NUMBER RESPONSE FOR PLAN CHECK LETTER DATE BY: # IRESPONSE BY: CHECK ITEM # ,TION ON RESPONSE FOR PLAN CHECK LETTER OATEO: PLAN CHECK ITEM • RESPONSE BY: COMMENTS: PLAN CHECK ITEM N COMMENTS: RESPONSE BY: LvcAnON ON PLANS/CALCS: LOCATION ONPIANS/CALCS: PLAN CHECK ITEM N RESPONSE 8Y: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: HECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: FCOMMENTt' PL�I CHECK REM # CHECK RESPONSE BY: J LOCATION ON PLANS/CALCS: MM • -Feb 01 02 08:13a P.. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California' 95965 • Telephone (530) 538-75410 RMI tRev.12/96) APPLICATION AND PERMIT - �-�,- Ass ESsoRPARCEL KUI,Ii♦ SfD ... J�� j zoltlNo�^ BUILDING PERMIT �' C/ (� TELEPHONEoL Y'/\ — SO. FT. OCC. BUILDING VALUATION OWNER'S M/WNG ADPr, `/4'--- CONTRACTOR'S NAME ) TELEPHONE --'-' •-_- —..--- vN h ro CONTRACTORS MAUNG ADDRESS t CONSTRUCTION LENDER . IENOERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER NSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAIJNG ADDRESS Permit Fee Plan Checkin Fee $ Q -sunocia;RooREss— � 5 ­/ Energy Plan Checking Fee S PERMIT FEE $ 2Po IDT No. SU80Nl9pN5 NAME PARCEL p MBING PERMIT Filing Fee I 2C1100 USEOFSTRUCTURE 3 °` Each Tr 7.00 Soler or h ump water heater 1 23.00 SF ❑ Duplex ❑ Moblehome ❑ Othe: in 15.001 OPEC" N as watj healer or vent 1 15.00 TYPE OF WORK Gas I stem 1 - 5 outlets 15.00 New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Describe Work:!2r Mobile HoTer I S G vy 1 @20.00 PNtlT FEE _ ELECTRICAL PULOIT Filing Fee 20.00 Main ServiCaaoAos 23.00 Main Service 200A TO 1000A46.00 /\� NEW CONSAce. T OWEOCCow- SO. OR ADDNS. �}Tr 6 ACC. BIDS. 3.5QFT... MUL •OUTLET c HGN CONST slo. ' @7.501 WEA M,ib A IN TCI i �l r EX Occu OR ES BAL 0 .SO `� Ex. CCU o APP�IO. 5.00 JKiT _ *PERPEE PAXD �_ 'J _ Tem ar Se ice 23.00 �� �- Mobile me Faci 'es 20.00 ��gg�� Misc. Win 23.00 SHMFF - - oTa1CD PERMh, FEE _TL 1 MECHAftAL PERMIT Fili g Fee 1 20.00 Heating Cooling Hood 6.50i �- Ventilation AMOVN T RECEMb : � J � 71� PE MIT FEi= ! Mobile Home Installation ee $ `J Energy Inspection Fee $ Nee M o c CONST. TT TOTA FEE $ of to KM 211114" WOPVM KAZ. LEES P R D CD)jtCEj PO MD SUE - -- - This permit is hereby Issued and the applicable provisions of the Butte County Code and/o Resolutions to do work Indicated above for which fees have been oeld. J. By - PERMIT EXPIRES ON Date (Dam) - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA' 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: L�f'' -' �`'. i� ASSESSOR PARCEL NUMBER - Proposed Building Use: " " i _w' - Counter Technician: { �+' Date: ? Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in o der to apply. V�',',5engineered `lans,.3'or 4 sets, signed by the preparer of the plans. lete plans, 3 or 4 sets, signed by the preparer of the plans. plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. eered truss details and layouts in duplicate. No faxes! 7— C- 4� 0 compliance design and supporting documentation in duplicate. r Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. &/10* fetal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. Items requ' ed for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexe nd returned to the plan review line-up when required items are received. ��oodDate Received By Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner........... ........................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaipang i s needed to issue the permit. (May require additional plan review upon receipt of the following items.) ees as shown on the attached Schedule of Fees Due Sheet.......... ..... S 3 �2 tatement of Intent for Non -heated and A/C Buildings...................................�^�.�... 6. Sanitation and plot plan approval from the Environmental Health Department in 7. City of Chico'Plumbing permit ........................... ............ 18. California Department of Forestry plan approval paid. Sent by:4Rrel .............. ❑ 19. Planning approval for (A) Use: (B)Parking: (CCheck: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Numbet..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization .................................................................. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... 0-30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone -"5)- and hold for pickup.:. VI -1 CO I have been in/formed:of the gabove items and requirements for obtaining a building permit. Applicant: t: Date: :!s 1. Index permit application for the above items numbered: 0 O 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by_ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by_ Plans reviewed by: W., Date: $ ' Q"(.. Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Buildine Division Check Letter Date: _Date: Date: Date: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541FRMIITT NO. (Rev.12/96) APPLICATION ARID PERMIT D: ��� ASSESSOR PARCEL NUMBER 011-250-076 ZONING BUILDING PERMIT OWNER MIM=E 11OL?ER BOB TELEPHONE 345-7695 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1951 HOINTEY RUN CHICO CA 95925 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fire lace ' LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1951 HONEY UN CHICO Ener Plan Checking Fee Energy g $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 9 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EK Describe Work: G R kGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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 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 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. ❑ I 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' compensation 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 ' 4 Date il)(A L iii- Signature of Applican - ®, Owner ❑ Contractor ❑ Agent An OSHA permit is reqiVired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. UNE11ING OCCUP. SO OR ADDNS. ( & ACC. BLDS. 3.5¢NT: NON -RES DMU . NEW CONS LTI. CVRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET CDL EX. Occup. OUTLET OR FIXTURES BAL 0 1. 0 Ex. Occup. Des as DE,, 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. D FEES IMP D CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. 353953 $3_36.72 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Butte County Department ofDei-olopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile January 14, 2004 Bob Niederholzer 1951 Honey Run Road Chico, CA 95928 AP#011-250-076 BP#02-1835 Our records indicate that your building permit application has expired and was never issued. If�you would like to retain the plans you submitted, you must pick them up at our office prior to January 30, 2004 .or they will be destroyed (plans will not be mailed). Our office is located at 7 County Center Drive, Oroville. Our office hours are 8 a.m. to 4 p.m. Monday through Friday. If you have any questions concerning this matter, please contact Alice Mefford or Michael Vieira of this office at 538-7541. Feb 01 02 08:13a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Caiifornia '95965 - Telephone (530) 538-7541 RMIT NO. tRev.12/96) APPLICATION AND PERMIT - T ASSESSORPARCELNuM �O C 'W ZONING BUILDING PERMIT OWNER — TEI.&HONE – SQ FT OCC. BUILDING VALUATION OWNERS AUUNGV 'a d.J H! t LDT NO. I SUSIDNISIONS NAME I % 2– / n PARCEL CEL ❑ Duplex [3Mobilehome ❑ Othe: /%/} ePECIFY TYPE OF WORK New MAdditio, ❑ Remodel ❑ Utilities ❑ Installation n nystall❑ation ❑ Other Describe Work: /�A/1 X A . ®S2,00— cz-::�Qz A � Ot- ""MA IT FEE PA10 SPA • . SHEMFF AMOUNT RECEMb 5'> J7 5 A * TO hm =NTO COMhV'ER Receip,NO. WHITE -0.0.S Total Valuation Is COMRACTOR'9 NAME S - _ ` CONTRWYORS MAILING ADDRESS Permit Fee 'CONSTRUCTION LENDER Plan Checkin Fee LENDER'S MAILING ADDRESS Q Energy Plan Checking Fee ARCHITECT OR ENGINEER NEZCO iS • MUL •OUTLET WEA--.-- 6 IN CI ARCHITECT OR ENGINEERS MAUNG ADDRESS " _BUilDP10 ADDRESS 'a d.J H! t LDT NO. I SUSIDNISIONS NAME I % 2– / n PARCEL CEL ❑ Duplex [3Mobilehome ❑ Othe: /%/} ePECIFY TYPE OF WORK New MAdditio, ❑ Remodel ❑ Utilities ❑ Installation n nystall❑ation ❑ Other Describe Work: /�A/1 X A . ®S2,00— cz-::�Qz A � Ot- ""MA IT FEE PA10 SPA • . SHEMFF AMOUNT RECEMb 5'> J7 5 A * TO hm =NTO COMhV'ER Receip,NO. WHITE -0.0.S Total Valuation Is PRAXIT FEE S Fling Fee $ 20.00 Permit Fee $ Z j Plan Checkin Fee $ Q Energy Plan Checking Fee $ NEZCO iS • MUL •OUTLET WEA--.-- 6 IN CI S " PERMIT FEE S Zg 7, &o P MBING_PERMIT 5.00 Fling Fee I 20.00 Each Trak 23.00 x.00 Solar or hp6Vurnp water heater Misc, Wirl 23.00 — te p ng 15.00 as watel heater or vent 15.001 Gas I stem 1 - 5 outlets ;---- 15.00 Building sewer,.,' 15.00 Mobile Home, I S I i W 1 @20.001 PERM FEE S MECHA AL PERMIT Heating Cooling Hood Ventilation PE MIT FEI: S Mobile Home Installation Ise $ Energy Inspection Fee S o c coNST. TT I \1h f ITOTAN FEE _ I I —• O -FEES ISP RL This permit is hereby Issued un o1 the Butte County Code an Indicated above for which fees By PERMIT EXPIRES ON i. 20.00 6.50 1 7✓ PO HD dSUE -- -- the applicable provisions Resolutions to do work been- paid. -- Date _(Doral - PRAXIT FEE S —ELECTRICAL P9JtQIT Fling Fee 20.00 Main SBNIC -0 R IESS 9ooA o s — 23.00 Main Service 200A TO 1000A 46.00 NEW CONST '1 OR ADDNS. Q3L DWELLING ocC 6 ACC. OLDS. so.fT 3.5¢. / NEZCO iS • MUL •OUTLET WEA--.-- 6 IN CI .�.. X7.501 -- I EX. OCCU oA RES ao ® .00 - OAL .eo E.. CCU PARE APPLNS. O EBIO. 10 5.00 Temp ary Se ice 23.00 Mobile Nme Faci 'es Misc, Wirl 23.00 PERM FEE S MECHA AL PERMIT Heating Cooling Hood Ventilation PE MIT FEI: S Mobile Home Installation Ise $ Energy Inspection Fee S o c coNST. TT I \1h f ITOTAN FEE _ I I —• O -FEES ISP RL This permit is hereby Issued un o1 the Butte County Code an Indicated above for which fees By PERMIT EXPIRES ON i. 20.00 6.50 1 7✓ PO HD dSUE -- -- the applicable provisions Resolutions to do work been- paid. -- Date _(Doral - I , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 j PERMIT APPLICATION DATA SHEET l2 OWNER:ASSESSOR PARCEL NUMBER Proposed Building Use:.' Counter Technician: �''" Date: Items•.required innorder to apply for a permit. All boxes MUST be checked OR marked NA in o der to apply. �I��ot lans,43 o' r 4 sets, signed by the preparer of the plans. V. Tete plans, 3 or 4 sets, signed by the preparer of the plans. ngmeered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Q . ngineered truss details and layouts in duplicate. No faxes! ZL C o/o Energy compliance design and supporting documentation in duplicate. p9W Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. &/I%'Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items requ' .ed for initial plan review. •If checked items have not been received, plan review cannot proceed. The permit will be ind�8FIood nd returned to the plan review line-up when required items are received. Date Received By Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form.............................................................................. ❑ 13. Other ... Remai ing i s needed to issue the.liermit. (May require additional plan review upon receipt of the following items.) ees as shown on the attached Schedule of Fees Due Sheet..........2-.....y tatement of Intent for Non -heated and A/C Buildings ..................................... .. 6. Sanitation and plot plan approval from the Environmental Health Department in {� 7. City of ChicePlumbing permit .................. .:.................. 18. California Department of Forestry plan approval paid. Sent by: � I .............. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) ar el Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Numbet..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.........................:............................................ .❑ 27. Recorded copy of Agricultural Acknowle8gme t Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... 29. Existing violations and/or expired permits..............................:........................... ❑ -30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ' ❑ 31. Other: y r. When issued Telephone o_aC and hold for pickup. �, _col' I have been informed ofth above items and requirements for obtaining a building permit. I fi` e 2 Applicant: Dater a 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by _ Plans reviewed by: 2 Date: $ :$ L Plans approved by: Structural reviewed by: Date: I Structural approved by: Note transfer by: Date: Yellow: Building Division Ian Check Letter _Date: _Date: Date:_ Date: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 MIT NO. (Rev.12/96) APPLICATION AND PERMIT ®2 ���- ASSESSOR PARCEL NUMBER 01-1-250-075 ZONING BUILDING PERMIT OWNER LTD :HOLLEi?. BOB TELEPHONE 345-7695 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1951 HUNTY RUN CHICO C! 95928 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1951 HONEY UN CHICID Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 9 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EK Describe Work: GARPkGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LES Main Service 200A OR LESS 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 full force and effect.P License Class Lic. No. 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. M 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 WORKERS' COMPENSATION DECLARATION I 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' compensation insurance carrier and policy number are: Carrier Main Service tow TO tOooA 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ACC. eros. 3.5¢FY; IpµgESID. MULTI.OUTLET @7.50 OWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FDrTURES 20 @ 1.00 Ex. Occup.BAL @ .so Ex. Occup. oFT'TED LIT R� °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) Q 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 workers' compensation 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 Juot l 6-t _ Signature of Applican - 19 Owner ❑ Contractor ❑ Agent An OSHA permit is req(tired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FL D CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate Receipt No. 353953 $336. 72 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �I Butte County Departa2ent ofD, eTrgopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile January 14, 2004 Bob Niederholzer 1951 Honey Run Road Chico, CA 95928 AP#011-250-076 BP#02-1835 Our records indicate that your building permit application has expired and was never issued. If you would like to retain the plans you submitted, you must pick them up at our office prior to January 30, 2004 or they will be destroyed (plans will not be mailed). Our office is located at 7 County Center Drive, Oroville. Our office hours are 8 a.m. to 4 p.m. Monday through Friday. If you have any questions concerning this matter, please contact Alice Mefford or Michael Vieira of this office at 538-7541. August 14, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Bob Niederholzer 1951 Honey Run Rd. Chico, CA 95928 - Assessor Parcel Number: 011-250-076 Building Permit Number: 02-1835 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comment_ s are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM: Your complete and clear response will expedite the re -check and approval of this project. NO -STRUCTURAL COMMENTS: 1. The plot plan submitted for this project is not consistent with previous plot plans for the location of the 100 foot setback from the creek. Original building -garage and carport, later changed to a studio, was shown with a 250 foot setback from the front property line. This building was built in the 100 foot setback. This was confirmed again when the house was built, the plot plan reflected the location of the setback directly in front of the house and through the studio. The setback has now changed again on the current plot plan. The parcel map for this parcel clearly shows setback. The location of this garage is further into the setback. Please confirm the location of the creek and the one hundred foot setback with detailed dimensions of the location of the creek, setback and all - structures. P l 9 This garage is shown just 10 feet from the property line. The State Responsibility Area . for fire protection limits the setback to 30 feet for parcels over one acre. We are awaiting confirmation from the fire department for approval at this location. (This item maybe affected by confirmation of one hundred foot setback.). 9Health department clearance may be affected by confirmation of one hundred foot setback. 0 Flood elevation certificate is a copy of the post -construction flood elevation certificate submitted for the house. It has an incorrect accessor parcel number on it, incorrect date, and is marked as "finished construction". Please provide a flood elevation certificate which is specific to this structure and to this parcel. Our maps clearly show this structure to be located in the flood zone. Confirmation of one hundred foot setback may affect location of this structure. 5. Two incomplete truss packages have been submitted for this project: Truss A2 is missing from both packages and Truss Al has been copied incorrectly and isnot legible. Please submit two complete truss packages. 1 of 2 Z 0 • If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural.items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner 2 of 2 • • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: /� (�cj/ boa-:re/11- Building Permit Number: •0•Z Plans Examiner: Martha Christy A. P. Number: 0 %( — 2 5-o — 6 7& NERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: Q Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic.and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). , Escape or rescue windows shall have a minimum net clear openable area of 5.7 square' feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). �! Skylights (Uniform Building Code section 2409 & 2603.7). 5/ Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). �! Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as -a bedroom, or in ��Groom, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). arage f rewall separation - required on garage side including supporting walls and posts (Uniform Building f Code section 302.4 exception #3). Yl. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). X4. Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. `VVlCerr-r&-b' Fireplace construction details and calculations if necessary. d t 9. Garage door header size(s). 10. Porch header size(s).�d-�yc. o ✓fde cera&& 11. Typical header size(s). ` L;,�Jr "Yx�G a 2 AA 12. Stud heights. 'f r . 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. �Gypsum wallboard nailing inspection required. l6. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total �t area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the corripogents during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2.. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13 ACDF responsible area requirements. BUG PERMIT REQUIREMENTS: I. tj 2.Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 10 0 .9, EQU56T FOR INSP��TION Permit No. (D;? - I S �) _C�) Location: 1_�l �2 1 bQ)()-e-Lk) -TZIAY-\ 40. owner: A tr Contractor: in Call Q Phone: BLDG. M.H.1.1110 H PRE-" V� ��EIPH Ci_0 WIRIC Y, t"V- I SPECTION Form Rough Rough Fnd/Ftg FPermitRenewal F Top Out Temp. Service S b atus Srame/Underfloor tucco Lath Gas PipingfTest Main Service Corrections Stucco Brown Temp. Gas Underground Final nfv Utlit'.� U!ilities Woodstove Sewer Piping Well Circuit .*rify POOL Brace Panel Water Piping Insulation Shower Pan Nailing Gunite Demo Bonding Light Niche Corrections Corrections Corrections Final Final Final Corrections Ready for I I I Final Inspec.on: Date: Comment: �9 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RMIT NO. tRev.12/96) APPLICATION AND PERMIT D ���., ASSESSOR PARCEL NUM6 1 �[�D Jri�L 2O�H0��� BUILDING PERMIT TELEPHONE OWNER �9. SO. FT. OCC. BUILDING VALUATION OWNERS A1AIUfKi JVD AE�i VV CONTRACTOR'S NAME J TELEPHONE V N ry o 1 GOFITRACTOAS MAIUNG ADDRESS - CONSTRUCT!oN IFHDER LENDERS MNLNG ADDRESS ARCHITECT OR ENGINEER NSE NO. ARCMTECT OR ENGINEERS MALANG ADDRESS BU40WO ADORESs 5—/ �r N ✓� -- f� 1/l L LOT NO. l SUBDIVISIONS NAME i� , ''� LO V •••wc� VUSEOFSTRUCTUREE ©Ae- SF ❑ Duplex ❑ Moblehome 13Othe: " ' ePECIFv TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:/161 A M I&PERJKIT FEE PAXb SRUuA $_ ^EFF airm AMOUW RECMfb 4��'5r 71� V • 331111" COMM Fireplace i - Total Valuation is I Y C . Occu -oR Es Fling Fee $ 20.00 Permit Fee $ 4 Z Plan Checkin Fee $ — C Energy Plan Checking Fee $ Mobile Neme Faci 'es S _ PERMIT FEE $ 23.00 P MBING PERMIT Fling Fee 20.00 Each Trak 7.00 PERM FEE Solar or hpApurnp water heater 23.00 �i V(atek-0'1ping N 15.00 Filifig Fee 1 as wet heater or vent 15.001 Gas i stem t - 5 outlets 15.00 Cooling Building sewer 15.00 Mobile Horoe I S I Gj W I Q20.00 6.50 Ventilation PleftlT FEE _ ELECTRICAL P IT Fling Fee 20.00 °° R LEss Mein Servic 20 s 23.00 Main Service 200A TO I—t ) 46.00 $ HA2• D. FEES IMP FL D CDF PARCEL PD HD sOt This permit is hereby Issued and the applicable proLisiOng of the Butte County Code and/o Resolutions to do work Indicated above for which fees hav Lbeen-pald. Co By ' Plans Date - I� Struck PERMIT EXPIRES ON 1' -` Note tri CANRYAS ESSORNK•INPECTOGOLDENROD•APPLICANT ra - . Occu -oR Es 20 ®.00 BAL 0 So FU(E APPLNs. Ex. ccu . o ER10. 5.00 Tempkary Se ice 23.00 Mobile Neme Faci 'es 20.00 Misc, Wirt 23.00 PERM FEE $ �i MECH AL PERMIT Filifig Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PE MIT FEt S Mobile Home Installation Xee $ Energy Inspection Fee $ I°C 11T. Ty k r JTOT4FEE $ _J) 7,..7 HA2• D. FEES IMP FL D CDF PARCEL PD HD sOt This permit is hereby Issued and the applicable proLisiOng of the Butte County Code and/o Resolutions to do work Indicated above for which fees hav Lbeen-pald. Co By ' Plans Date - I� Struck PERMIT EXPIRES ON 1' -` Note tri CANRYAS ESSORNK•INPECTOGOLDENROD•APPLICANT ra - 03w�1k ,��r Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: iN I'mwfAcrt.Z.F t; Phone: 34S -769; Mailing Address Site Address: l`�S( �401)E,i tlufJ zb CAtCo 9 592e SJ�NIE Assessor's Parcel Number: Q1 L— SD— C57 W Zone: EEL — Please answer questions 1-16, and explain any,yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LNFORMATION: 1. Is there a primary dwelling on the property? Yes ® No ❑ 2. Is the stricture already built, under construction, or under notice of code violation? Yes ❑ No Q 3. Will items produced in this building be offered for sale? Yes ❑ No 21 4. Will the public have access to this building? Yes ❑ No 09 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No El SITE CONDITIONS: 6. Is the stricture foundation within 5' of septic tank or 10' of leach lines? Yes ❑ NoFel 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 00 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No 91 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No El 15. What type.of floor covering gill the building have? CEwcrr FILc n 16. What type of «wall covering will the building have? OVER 1 of 2 TA-xnf-iL ?.,.n , 4 V PROPOSED USE: (check only one bog) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ® Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely oven. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room❑ Sun Room ❑ Private Office ❑ Workshop 1 C]Home Occupancy 2 E Other — Use = Desmbe type or Wo&.hop I bbm be approved by the Butte Cotaay Plarating Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with speck requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate'Disclosure laws require disclosure of this information if or when the property is offered for sale. Ourner's Name: Please Pring 1 aP R Nv t Owner's Signature: Date: JAN, 25) 641 2 of 2 1 RESIDENTIAC� 4S �A f 011-250-076 PERMIT#98-0919 PERMIT NO. _ NIEDERHOLZER, Bob------ - 1951 Honey Run Rd., Chico PERMIT EXPIR , Cont: Pat Conroy New Pri Det Garage/Carport OWNER - CONTR. 'lq A ^'_:� 12- COUbEftdaA.CA. ASSESSOR PARCEL J LOCATION t 7 C i- I 4, CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole . Called,PG&E— Temp. Elec. Service Called PG&E Temp. Gas Servlct Called PG&E JOB FINALED (Da Signature A — �1R-z' V=OK O = Not OK Not Applicable t Ready NoMOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECK COVERS, CARPORTS, GARAGES lana OK except #'s 1. Zoning Requirements - Setbacks - EasementsgRequirements-Setbacks-Easements 2. Soils; Special MH Support Sketch tings; Soils-Size-DepthSpacing-Connectors-Steel 3. Sewer, Location-Test-Fall-C)O-Concrete j 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 1� 4. Water, Location -Test -Easement Needed (Sketch) j 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete t Shthg.-Rfg: Bracing 6. Gas; Location -Test -Wrap; / ^Llt. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /Nat. or/ !Vft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7, Electric 8. Utility Clearance i ' 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing J 11. Ext.; Steps -Doors -Landings I Wall Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a � �1 1. Setbacks -Easements G 2. Soils; Compaction -Structure Stability Date Card B--1 Date Card B-1 Date Card B-1 Date Card B-1 lr Date MOBILE HOME INSTALLATION (Plans) OK except #'s 8. Elec.; Grounding; Equip, w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 1. Zoning Requirements- Setbacks Easements { 9. Health Department Approval 2. Footings; Size•Spacing-Manage Line a 10. Plumb.; Cir. TestWater Supply Test 3. Gas; MH Test-Demand•Valve•Connector 11. Light Niche 4. Electricity; MHTest-Crossowts-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector ; 6. Water; MH Test -Regulator -Connector II 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: Licertse Decal f Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I Wall Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a � �1 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Linin 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/9 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TestWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 e �s f 4 ✓_ OK O = Not No OK RESIDENTIAL (Single & Duplex) - = Not Applicable = Not Ready FRAMING (Continued) Date 46. UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ N Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ J' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One &-Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width-Headroom-Rise-Run4anding-Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection d20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. R eptacles Spacing -Lights & Switches at Doors 25. Size Bokes & No. of Conductors Stapled A.C. Duct in Garage -Damper 26. Romex Installed Close to Edge of Studs & C.J. 76. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 77. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 78. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 79. Insulation -Foam -Looked in Attic 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No Guard rails & Deck Construction -Post Caps 31. Service -Riser Conductors & Ground -Main Disconect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 32.Equip. Clearances Panels-Motors-Mech. Epuip. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes Q No/Planters Q Yes 0 No 33.Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade 91. 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One &-Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Headroom-Rise-Run4anding-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -'Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes Q No/Planters Q Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date 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: rl COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive " Orovilleq 'Califorriia 95965 - Telephone (916) 538-7541 P RMI NO. (Rev. 12/96)' APPL-ICATIONANDPERMIT G � ASSESSOR PARCEL NUMBER 11-25-76 20NING 5 BUILDING PERMIT r OWNER BOB NIEDERHOLZER TMO"6865 SO FT. OCC. BUILDING VALUATI N 760 U 13680.00 OWNER'S MA11 f5 �L.�U UES�UTLER AVE ORLAND 95963 868 C 11284.00 CONTRACTOR"'PN(1f CONROY TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 249 4.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 252.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 163-80 BUILDING ADDRESS 1951 HONEYRUN RD. Energy Plan Checking Fee $ CHICO PERMIT FEE S415.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome R1 Other GARAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New b`] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE & CARPORT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Fee 20.00 Main Service zoos oA mss 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 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: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 6 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 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' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUR SO 2b. 6G OR ADDNS. ( a AcC. BLAS. 3.5QFT: NON -R SNEW LID? MULCTI.00UTCLET @7.50 POWER APPARATTLET US a SIN GLE OUCIR. Ex. Occup. OUTLET OR FOCTURES 20 @ 1'110 BAL @ .50 Ex. Occup. ourLEETS RESID.OFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL. PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) W 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 workers' compensation 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. Date �� 19�g Signature of Applican - ID Owner ❑ Contractor ❑ Agent An OSHA permit is req red for excavations over 60" deep and demolition or-cstruction of structures over 3 stories in height. 71/ )/P Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 462.46 HAZ. D. FES IMP I FLOOD CDF PARCEL I PO HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON 0--Z3-�J Dafe rR.ceiptNo..2- 06 HITE•D.D.S.•B.D. CANAR •ASSESSOR PINK -I PEC OR GOLDENRO -APPLICANT P JUS E. Lei 19 98 d�" „, -. .,�...yr i.�t,,..... • •-,.... r.., �•.,.,�.� ��,�.A�,�#+yM14P„�,'�y'�,+�',[.Na.•V��"���� � .e.•��+�L1..,+” , ,_ . r -.,r. 'COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OR13VILU3,'CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA ,SHEET OWNER: L ASSESSOR PARCEL ER: H-2_5 —7 Proposed Building Use: 0 P_ uilding Inspector: Date: S At time of permit application, I adVised t e following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E32. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. --------------------------------------------------- ❑3. 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. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- X6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule.------------------------------------------------------ =----- ornia Department of Forestry plan approval/fees. �tdA---- --= _j ,/ X0133, Flood elevation certificate. -------------- ------------------------------=------------------------------------------- M. Saniiation and plot plan approval lii 1 lCtrHealth Department. ------------------------------------------- ❑ 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 021. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. ------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ❑ 26. Letter of intent on building use. ---------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, 11 ail td contractor. ❑ Telephone �� ' 7� and hold for pickup at office.e►Deliverwith inspector. Applicant: &" t�V�l Et u�% �r Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 'Date: By: (Date) PIAT 13 199-0 1. Index permit application for the above items numbered: 4Fr&rc, iron— , �'1.4 ❑ Plan Check List 2. Additional items required: Co t its f Lvo d•✓ E,/, Oc ; / dr_ ?O Contractor, designer, owner, was advised of the above required data by one, ❑ mail, ❑ Building Division counter, by jftl Date: 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 by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Builwdinivision counter, by Date: Plans reviewed by: Date: Plans approved by: . 41900 Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. gref Owner Lo-catilin AP# Plan Approved for: Sewage Disposal^r' Water Sup I' Public Priva a Well Clearance for dwelling. Other �ur� L.�I C Hold final for: Final clearance O.K. for: NOTE: E t •: nmental Health Specialist 5�1�-yam Date ,-. .- +d1/'ry...tnvZ..y^.-.,,,Te.. ..s:s7 ar''w.�.,�,. v t .a ly:i•!^^`]�itt�"rw ^- - Y.-7 t COUNTY OF BUTTE DEPARTMENT OF, DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL' LE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 t PERMIT APPLICATION DATA SHEET OWNER: & -� ! i d )R-1 Z e-- ASSESSOR PARCEL NUMBER: / /' Z5 -o C);;76 Proposed Building Use:. QAA4-3 G (-/ 91 54� Building Inspector: Date: / /,.rz) c$ At time of permit applica 'on, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 132. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ P<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. -------- ❑ 5. 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. --------------------------------------------------------- 118. Hazardous Material Form. ----------t--- " -r ❑ 9. Manufactured Home data and installation instructi6n`s including Tie Down Specifications .------------------ ❑ 10. Fees of $ l -------------------------------- =--- -- -------------------------------------------- El11. Impact fees as shown on the attached LHedule. ------------------------------------------------- 4---------------- ❑ 12. California Department of Forestry plan approval/fees;-----------ve --- -------------------------------- --------------------------------------------- ;!14'Flood elevation certificate.-----------------'---'�-------------------r- . Sanitation and plot plan approval Health Department. ------------------------------------------- 1115. ------------------------------------------ ❑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). ---------------------------- 13 20. ---------------------------❑20. Pre -inspection for required Request to Building Inspector on P :(Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number ----------------------------------------------------------- 023. Owner -Builder Verificati6n (Given to owner ❑, Mailed to owner [1) - -------------------------------------- ❑12�24. Letter of signature authorization. -------------------------------------------------------------------------------- Al2"5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: '------- Whep you issue th�e�mst, p�gc�e Qfollows C1 Mail to owner, ❑Ma�tcontractor. Telephone (�S / and hold for pickup at We `--, office. ❑ Deliver with inspector. Applicant: �4,4 �_ Date: poll 4. t 998 1S0 , Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution / Date: By: Copy f plans sent ❑ Health Department, ❑ Fire Department, 13Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: 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 by ❑ 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, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. W Py APPROVED R:, -'t County Health -.1V-4,6-, :e •;;r:ature Environmental Health MAY 1 3 1998 Chico, CA P �(a T!3 C oc�auZ `f 'f�•PA'C Rp tl' 2 S -76 - �B 1.11E�EiZKOLZtiZ 665-7896 7540 CurLfe A�@ OQv+No 9S9c3 live 'Exi ST tNG SETT1G "T K7 O� UA C C.91, uj AS: GA13LE END DETAIL S I RCINGBACK MAX. WEB LENGTH (N,AIL 10 LAEDGER 12"a(.) STANDARD (BRACED AT 55' D.C. 8-1-0 3X4• BRACE A 35 LEDGER (HAIL 10 VERTICAL H3(K) W/2 -10d NAILS) GABLE IK) SPACING FOR H3 = 56.0' O.C. 15-6-0 ` REFER. TO S RPSON CATALOG C-9411-1 FOR PRODUCT AITACH ENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (PI : (IN) I � i G) 8 'ISI) / (H) BTR S TP.ONGBACK2X4 F.L. CIR FBRACE12 � law (N) 6'O.0 MAX' I \ S I )\•\ \ \ (PI) PEAK RATE TO ?LATCH COMMON TRUSSES. (SI ! SPLICE PLATE TD HATCH CINMON TRUSSES. (HI) HEEL PLATE TO MATCH COMMON TRUSSES. (0) OPTION TO WEB PLAIING: USE (3)-2' WIRE STARES (0.072 OIA./15 GA.) TDENAILEO THRU CHORD INTO WEB 6 1HRU WEB TUTU CHORD ON DIE FACE FOR A TOTAL OF 6 STAPLES. (PI). ISI) h (HI) MUST BE PLATED. (G) GABLE Ell] OESIGII BASED OI 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN )(E icHr . i ROOF MATERIAL 6 - 10d CUMMIN BLOCK OUTLDOKER (C) ` NAILS GAELE EI10 OIAGONAI r 45 2X LEDGER` 11 TRUSSES /II TRUSSES STRIING13ACK (M) BRACED AT 55' O.C. (C) IX4 CONTINnl]US LATERAL BRACING FOR BRACE (SIP.ONGBACK) MEMBER. LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH BRACE Y/2 -8d CCO101 NAILS. 24' MAX GABLE EID \ \I'I NOTE: CHORDS TO BE 2X4 FIR-LARCII 42 Hill. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH HAX. L N H V/ STP.ONGBACK GRACE ( S I STANDARD 2X4• 8-1-0 3X4• 13-6-0 0 0 0 0 0 0 )fM IMPORTANT)f NNLPI'E ENGI/FEREO PRODUCTS. TIBC. WARNING'RUSSES REQUIRE EXIREIF CAGE OAALPIN 311ALL NOT Be RESPONSIBLi FOR A111 IN HAIOL1110, ERECTION AND OEVIAIIM FROM THIS DESIGN OP I1ESE SPECIFICATIONS, on ANY BRACIIIG. SEE HIO -91 01 IN SEE IVIS DESIG L=3 FAILUAE 10 BUILD WE TRUSS UI COIFORNAICE •1111 OSTEO BY TAT. FOR ADOIINOIIAL SPECIAL MR.'# "I BRAC TIO E= ALPINE CONIECIORS APE MADE OF 206A QALV. STEEL NEEIINO ASIN QUIRENEIIIS. LALESS Ol1E"1116E IIOICA TED, O A446 6R 8 EXCEPT AS IOIEO. APPLY C01°ECIORS 10 EACII FACE OF CHORD SIPLL BE LATERALLY BRACED NII" P o 10/55 AND UILESS OIIE-ISE LOCATED pl 11116 DESIGN, POSITION LY Af 1AGE0 1LYN000 SIEA INIor. 80110" CI TV [o1OFClOnt PER ORAN PISS 170. ISO A I60A-F. DESIGN SIANOAROS 1111#1 PROPERLY ATIACIED RIGID CEILING -- E Q CO1UdR11 11/APTL ICADLE PnOVISIONS OF LOS C IPI. All EIOIIEER'S ALPINE IEGX"CAL OPOAIE 11/1/911 FOR SEAL ON NNIS BRAN IIID AV/LIES 10 IE CQ"MIIEUI DEPICTED NEO PERE ORINALL APPLICATION. FUTN41511 A COPY OF 111 1 L7 l7 O p p p 111 OK Y. AIp SINLL POI BE PEL 110 LX'101 IN ANY OIIEn •AY. I D1SIG11 10 TIE Huss CAECIION CONTRACTOR. ••-HPI - Inls PI Alf iormunE. Ins - In51 mno/wDESIT,II SoCCIYICA11011 fan 111101/ 10115190011011 ol NAILS BRACE / NAILS EACH END OUTLOOKER CRITERIA 3.5' MAX. / 17P. 1101CH dQ 24' D.C. 1.5' MAX. I 12' MIN 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHOUT BRAQNlG (M) HAX. L N H V/ STP.ONGBACK GRACE ( S I STANDARD 5 -II -0 11-10-0 rl 7-9-0 15-6-0 ` 11 6 BETTER. 7-9-0 15-6-0 110. C43845 "- -� I*. 6109) A TOT. L0 . ' -90 . �IYIV OUR. FAC. 1.15 Enceut{0�' SPArIrIr. ALAI 0 L PSF REF PSF DATE 10/31/ . ORH C0112 P -ENG PEIC PSF A STANOA110 JACK OE1A11 -' SPACING o 24" O.C. DrFLECT I ON cm TEII I A: 1.!3X3 (LIVE" LUAU) L/240 nAFTE11 SI-013ES < 4: 12 nAFTEII SLOPES > 4:12 < 12:12 - L/100 CEILING JOIST L/240 (� IT IS TIIE RESP014SIBILITY or 111E WILDING DESIGNEn ANO 11AFTEn I •TnUSS FA13111CATO11 TO REVIEW TIIIS OnAWING PRIOR TO CUTTING LU140EII TO VERIFY TIIAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM TO 'IID_ A1ICIIITECTUnAL SPECIFICATIONS AND FABRICATOn'S TRUSS LAYOUT, 2X4 U 1.5X3 jWIMUM CLEAft SPAN---- I\.hr-ouinco 2X4 HEM -Fin STANDARD P-' IF nAFTEn NO"f CEILING ,JOIST SUI11)O11TED AT END LIVE LOAD (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE 2X4 11 FL 2X4 SS FL 2X6 11 FL 2X6 SS FL RAFTER SLOPE S 4:12 RAFTER SLOPE > 4:12 ©U1' �. •,? : 12 CEILING JOIST 16 - 16 --- 30 30 16 16 30 30 10 15 10 15 _ IO 15 1U 15 5 2575 25% 15% 1575 25% 25% 15% 15% 1.00 -41AXI1,1LA4 CLENi SPAN- - 9-2-0 0-7-0 7-11-0 7-5-0 0-11-0 0-4-0 710_0_ 7 9-6-0 0 -I1 -U 0-9-0 0-0-0 - _-.. _ 9-3-0 0 7-0 — _0=2_0__ 13-4-0 12-6-0 - 10-9-0 -1-0--2,,--0--- — — 12-3-0 11-6=0-- 10-9-0 1 13-11-0 11-0 11-10-0 -11-4-0 — 12-8-0— 11-11-0 111=4=0 1 3- - ALPINE P "lal""sl�anlnlE lsitl tfiu�• xxIMPORTANTxHf-P"'FtI WARNING�� 0 0 0 0 0 o J C= o r"ON fills 1111111611 au utst VT Ir IC►I Fun. Ill Alli, nnAC1110. SIC 111O•mi Br Irl. slE IIIt$ O _ iJt, 0 0 O O O O DIVIAIIOII 1.1.AIgi11tA1Al rAltllrE 10 BUILD IEE It"M Lit Cul ll"Al" Kill' OSTM Br I'.'- SPECIAL. IV.111N14,111 O11AC O111INlsc (Ir11CA lC1 o G r—J =3 A1r111E ta'EclOns All[ NAnt Of 71CA CAIV, BIEtI MCE1111O ASIN 011100lnls. OIE.Iss SIMM OE tkillu1.I 1911ACR11 K11111 � .C� O O O o Am Ctl t amcm As 110110. AMI, cril-c"'Is 10 EACII FACE Or m11ss uslss outmllsE IocAua a1 fins nlslat rOSI11O11 Clow U AIIACIgO PIYKaq dr. Alllur. llO11 C=31 ALPINE I� uo COutelons rill D"AKllrs t$0. Ess s 1111 -OA -f. Dlsiell SIAMAIUs it milli nKK•lilr AIIA1a(O nlrin rd It 1111 •• U'OAIt 11/11911 run POO C=31 I� W1got" 9/Armicantt n411151a1t ar Oils 1 Irl. All 11nuc1n'B 11.rllt 1131411CAL ArIv IC411011. ID11111ul A ctr•r or 11 o TRUSS C 11'1 al Lilt$ DOAK11a SWIM la I14 rus•U(OI otplulm Il11E O11(me, 111 fit Ililrs 114 CI IIAI LIK1111Af. i1K1. d 1-- rJ 1 f.7 I� i,'1 i,=1 CI IN alt V. Alt$ NLiI► Inl 11 LittltO Linn 111 Allt align 111x. I11H611 d•rCll ItA1In11 fIA. 01,II11 r.1rK11,-1c it lilt ...Irl - Il.1/{ rl Alr ultra lull, In: - 1'1'11 IulpulAl Iv sirs —11v 4 V n992i y / ST"AUWA�j IOI .6"0101 y ll JACK DETAIL 101 0 a c a to U3 fU 3 j U THIS Dil6 PREPARED FROM COMPUTER INPUT nnA.. • �......_._.. ' TRIAS.S BRACIMPLOCKING DETAIL (AT SuPPoRr) NOTE: BRACINQDESIGNED TO STABILIZE iRISSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL 4m in IAAnn (A) 2X4 /3 HEN -FIR OR BETTER CONTTNJOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)46d NAILS. BRACING BE SUPPLIED AiD ATTACHED AT 807H ENDS TO RIAL 70 A SUITABLE MATENATE RT BY ERECTION CONTRACTOR. r (M) HEIGHT OF TRUSS AT SUPPORT. (D) 2X4 O.F. /3 OR BETTER DIAGbi< BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN, BRACE NAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. a . APPRO Y AC• m'il - - -•• •+...oaf avonllILLI OT IKUSS HFR. SECTION S -S (T) - TRUSSES 4 4 -® p r (P) SHEATHING APPLIED TO TOP CHORD.� ��� (M) IF TRUSS HEIGHT AT SUPPORT iS 10.0" on LESS.A60NEi,4 N(1T pFnt)lpcn iv di11 IL14 ..ii.' ij, L)Vth bj1PPORi • H.F. �3 OR BETTER ZX SIZE FLt TYP. Wave TPI -95 OF BOTTOM aim. Q Q Q Q ..rA■uBc•• IBFSS[S Brawler [][IB[Mt Cut 1■ FASBiQt)OeSi�o■OCriteria: f i ie 0' �StA TP) p �5 STO 18.203 ■xACI■c. R[ip t0 ri1•/1 (rA$OIIBa IBf1AIlUO All rxAClBct• p jtISI[o Ii it, moss IIAII CA Q Q Il $mil. cu o o■ato a.. sun[:oo. "also$. rl aiu). cox succi mActiccs ►$1ox to Q�piiSS10 f TC LL REF R427 STIKIIIAL ant . 9C""" BBL[SS O/BatilSE 1SD1ur[0, top CW SAIL $All ►SO►ERLT ATIACK0 / yc TC OL DATE 1112194 Q Q SiBrCTORJL ►ABI/t. IOITOM C■ORO $SAIL ■AIC A PEOPIAII ATiACBCO ti010 Ci[It■p, Q •"RyoRTA/i•• FIAIISI A COPi OF 1115 OESi" 10 ler lxSlAllAtlOt COwlxACTox. AIH$[ E$01■[EB[° 1 seltoPICONCISJet 1■C. sri1l 101 OA A[$►OxEirl[ FOB Ar► p[T11111°x FROM IBiS 0[$101; ANY FAiL■AE TO BC OL C L / pRAC1S0 0itillm$IB CO k0R p[$IQNCE ICoA$�OtMtarti� tpllWl[4 0I15i0BS OF RpS.[IATI°$AITO[i10Or $►[[[Hullo■ /FlllJr[0 Bi iB[ MINICAB FOertl AIM PAPE° ASSOCIMIGN) up i►t• ATPJR * LL TRT TQS 1 INC co.B[ciaS u[ MIO[ or JOOA ASIM AE{r Citi Cllr• sr[CI. [:ctrl AS $Or[o. A►►lr CO,Mccta: To TOT.LO. ~� VIJ t"a FACT of urs:. AND Inus OINIAVis[ LOWED ON IBIS °Esiu. ro$trios cw■[c1o$s rlB * DRW 3.046.634 Q Q C] Q OIAIJBS$ Iss. 110 Ala 1{{ A•F. A■ tROterr" $CAL 01 IIT$ OAAV140 APPlItS ONLY 10 tB[ p[SIOt 'Al./r C11 DU DUR.FAC. - CA-FNG /CNC of iIB IAOSf OrrlCi[0 ICA AAM SMA rot l[ t[llr0 Y►O$ i■ ABT OtM l NAY. E QF•CA` TRUSS (L.UNKUY-CONROY CONST /HONEY RUN RD - [DGE] T-1 DGE/DRAG [6 -SB] 1.05K DRAG) TOP CHORD 2x-4 DF -L #1 :T2 2x6 DF -L SS: BOT CHORD 2x6 OF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS BOSTON HIP GIRDER IS DESIGNED TO SUPPORT 6-0-0 JACKS WITH NO WEBS TO ONE FACE. OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO THE TC/BC SPLIT. IN ADDITION, THIS BOSTON HIP IS DESIGNED TO SUPPORT 24" TOP CHORD OUTLOOKERS ABOVE JACKS AND GABLE FILL LOAD NOT TO EXCEED 10 PSF. (F) NOTE: REFER TO DRAWING 3,022,656 FOR GABLE FILL DETAILS. ** THE MAXIMUM HORIZONTAL REACTION IS 1186.50# ** THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE GABLE DETAIL DWGS FOR ADDITIONAL REQUIREMENTS. (A) SCAB BRACE, SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS @ 4" OC. IN LIEU•OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC & ALL BC @ 24.00" OC. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 33.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. { 6 r— W5X8=(F) W5X8= W3X6 W3X6� � W3X10 T2 6 W3X10� W2 5X4 i6 r— W3X14 W3X14(65R) = W2.5X4 W3X14 B5R +8-0-0 W5X14= W5X6= HS412 W5X6= W5X14= 8-11-11 -6-13 9-7•-0 16-0 4 �A .. I. I Q� 8�1 I g, F 32-0-0 Over 2 Supports s R=2532 W=5.5" R=736 PLF W=6-0-0 RH=+/- 198 PLF OVER 6-0-0 SHEAR WALL Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Stren th,Wave TPI -95 Design Criteria:.TPI STD 18.3a5 CA 1 - F Scale =.1875" Ft. ••WARNING" TRUSSES REDU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p�OFESSIQ TC LL 0.0 P S F R E F R427--84563 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ` �Xyy w PERFOR NTNG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED lY. C { TC DL - 10.0 PSF DATE 05/21/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~ '98 �A = BC DL 10.0 PSF DRW CAUSR427 98141073 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 45 E— a BRACING OF TRUSSES. TII15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 P S F CA -ENG A E B/ C W C SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 6342001 CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * T 0 T . L D . 20.0 PSF S E Q N - 16246 EAC 11 FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN, POSITION CONNECTORS PER ""�� w s DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING In ACCEPTANCE OF PROFESSIONAL ENGINEERING 4 V- D U R . FAC . 1.33 FROM ED S Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS w� SO Ca CA 95828 ANSIOTEEIT1F099ANSECTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (/f Y SPACING S E E ABOVE N M N 11 L— ca L17 C=; z H U A 0 a oL.. A w x C=3 w z z w w CX.. a Q rs. co '4r co 1 C]0 CT T-CONROY CONST /NIEDERHOLZER - T -2A TSC R-FURR BC FLT 6 - TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LATERALLY BRACE BC ABOVE FILLER AT 120.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 2 WM ma W2.5X4 v W3X68 6 r—".$0 W1.5X4 t 3 W3%6(A1) W5X6s W2.5X4o e THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 D ONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.12' DUE TO LIVE LOAD AND 0.15' DUE TO DEAD LOAD. SEE DWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC a 120.00' oC. 10 PSF BC LIVE LOAD PER UBC. W2.5X4aa W3X6r# �6 W1.5X4 o WM im 3 W2.SX4 � W1.5X4 i W1.5X4 m WM(F1) >� 8-0-0 W2.5X4.s l . -� al -a -a 16-0-0 16-0-0 D6 a 6-5-8 12-6-8 13-0-0 r32-0-0 Over 2 Supports R-1264 W-5.5' R-1264 W-5.5' aaYC Irl -7D K Desi n Criteria: TPI S' ••WARNING• TRUSSES REQUIRE ESTREME CARE 11 ►A8RICATION, HANOLItl6. StlIPP 1116, INSTALLING AD BIACING. REFER TO 218.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE STITUTIE. 583 E zoo. HADISON. WI /EIfONN1:6 TRESEOIORCTIOSS. UNLESSTOTHERWISE INDICATED. TOPICHORDFOR SHALLFETY HAVEPRACTICES PRIOR TO PROPERLY ATTACHED STRUCTURAL PARELS. BOTTOM CHORD SHALL HAVE A NOPEALY ATTACHED RIGID CEILING. ^IMPORTANT— FURS ISO A COPY OF THIS DESIST TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 11 Ito PRODUCTS, TRUSSESA11 CONFORMANCERESPONSIBLE M171 TP1 FDA N0R NY DEVIATION FROM THIDESIGN . FABRICATING. RANDL NGS SHIPPING.AINSTALL INGEAND THANNANAN B0.ACIRR Of TRUSSES. THIS DESIGN COlIORUS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED RY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIF CONNICTORS ARE RDE Of IOGA ASTM A553 6440 SALT. STEEL. EICE►T AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHEANISE LOCATED OI THIS DESIGN, POSITION CONNECTORS PE4 DRAWINGS 160 A -I. TBE SIAL 01 THIS DRAN)IG IDICATES ACCEPTANCE OF PROFESSIONAL EIGINEERING p.,,awi IESPOISIBILFTY SOLELY FOR THE TRUSS COMMENT OESIBM SBOWH. THE SUITABILITY AND USE OF THIS "�� �"' CON►ONINT FDI ANY PARTIC ANSI/TPI 1-1996 SICTIoN ZULAA BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PE0. ONE co ot Scale-.18750/Ft. REF R427--26167 DATE 07/06/98 DR W CAUSR427 98187015 CA -ENG AEB/CWC SEON - 57545 FROM ED A ESt1p, TC LL 16.0 PSF TC OL 10.0 PSF 9e. Diet. 043345 BC DL 10.0 PSF pa 4mm BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0' ONE co ot Scale-.18750/Ft. REF R427--26167 DATE 07/06/98 DR W CAUSR427 98187015 CA -ENG AEB/CWC SEON - 57545 FROM ED A CV M Q) CL: N cn L.C•3 0 VLT-CONROY CONST /NIEDERHOLZER - T-28 TSC L-IB@6'0212' R -BC FURR 8 -8 - ITOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2X4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LATERALLY BRACE BC ABOVE FILLER AT 72.00. OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC 8 BC 0 72.00. OC. (T)PROVIDE CONNECTION FOR 2151 UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO THE FOUNDATION. RECOMMENDED CONNECTION FOR UPLIFT: SIMPSON H2. SEE CATALOG C-PT95H-1 FOR MAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) W5X6s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED, ATTACH WITH (2) 8d NAILS. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X41% (A) V o MUM p`x W2.5X4(A1) Ea J 3 3 ` ca W2.5X4 0 a (T) W6X693 W1. w w z z a'2'- '� 6 - 2 -12--->J w z 31-5-8 16-0-0 6-5-812-6-8 W1.5X4 M W1.SX4 N W2.5X4 F1) f +8-0-0 v B al r oth m 01618 ,13-0-0Fs 'I 32-0-0 Over 3 -Supports R--215 W-5.5- R-1828 W -5.5- R-905 W-5.5" a . Lr PLT TYP. Wave TPI -95 R Design Criteria: TPI S' ••XMNII6•• TRUSSES 1EOGTAE EITNLME CARE IN FABAICATIDtl, HANDLING, StlIPPiNB. INSTAL .. 18 ANO I INSTITUTE.NE503 Drix O'OIOFl10 OR.. SUITE IOD, ito-uAMADISOLLING NNIRACS311A).PUFORSSAFETY PRACTIBy Tel CESUPRIORATO C>D PEIFO1M110 THESE FUNCTIONS. UNLESS OTHEIAISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED o� Q3 STROCTUAAL PANELS. BOTTOM CHORD SMALL RAVE A PAOPERLY ATTACHED AT61D CEILING. ---. IMPORTAIIT-• FGRNISI A COPY OF THIS 015161 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOOCTS. INC. SHALL AOT GE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN: ANRE TO Y FAILURE CA7 BUILD TIE TRUSSES IN CONFORMANCE WITH TF1; OR FABRICATING, HANOLINO, StlIPPTAi, INSTALLING AND BRACING Of TIOSSES. TILS DESIGN CONFORMS NITS APPLICABLE PROVISIONS OF ADS (NATIOIAL DESIGN CONNECTORS ARE MADE OF RORA ASTM A653 CR40 OALV. STEEL, EXCEPT AS NOTED. APPLY COIIECTORS TO SPECIFICATION PUBLISHED IT TSE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE 7 EACH FACE OF TRUSS, AND USLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CDNIECTORS P1R ►—a AV�i�,, DRAWINGS too R.I. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "'A"'� IO t, IOC. RESPONSIBILITY SOLELY FOR THE TRUSS COMP01117 DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS COMPONENT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TIE BUILDING DESfIMER, F[A ANSIFTFI ]•IPPS SECTION 1. scale 4,1875 -/Ft. REF R427--26206 DATE 07/06/98 TRW CAUSR427 98187017 CA -ENG AER/CWC SEQN - 57556 FROM ED L.A f8�0 TC LL 16.0 PSF V. TC DL 10.0 PSF 198 •O BC DL 10.0 PSF so=X15 BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0 - scale 4,1875 -/Ft. REF R427--26206 DATE 07/06/98 TRW CAUSR427 98187017 CA -ENG AER/CWC SEQN - 57556 FROM ED C'•7 0 N a Cc:) LA7 0 z VLT-CONROY CONST /NIEOERHOLZER - T-2 TSC L=I8@6'0212°' ITOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard 'PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (T)PROVIDE CONNECTION FOR 2114 UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO THE FOUNDATION. RECOMMENDED CONNECTION FOR UPLIFT: SIMPSON H2. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) I U f� W2. 5X T1. Ca w w ---- w z THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFO ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC & BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. WH61m w 6-2-12---�J z W4X4(F1) ONE +8-0-0 8117F ILM ®U UEFA r a L 6-5-8 16-0-0 16-0-0 12-6 8 13-0-0 I& 32-0-0 Over 3 Supports fENT R--211 k-5.5" R-1806 Wa5.5" R-909 W-5.5" o-. co PLT TYP. Wave TPI -95 R Design Criteria: TPI STD •"YARN IMO'" TRUSSES REDUIR! EXTREME CARE IR FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACIIG. REFER TO HIB -21 (HANDLING INSTALLI BG A10 BRACING). PUBLISHED GT TPI (TRUSS PLATE pp INSTITUTE. $BS O.ONOfR10 D4.. SUITE 200, MADISON, tlI 53119), FOR SHED PRACTICES PRIOR TO p� PEBFOAMIIG THESE FUNCIIORS. UNLESS DIVE AYISf IRO (GATED, TOP C101D SNAIL LUTE PROPERLY ATTACHED C77 STIIUCTI;1Al PANELS. BOTTOM CNOAO SMALL RAYS A 1401ERLY ATTACHED 41610 CEILING. �--. **IMPORTANT-- FURNISH A COPT Of TNI$ DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE 11 SIDLE FOR ANY DEVIATION FROM T41S DESIGN; ANY FAILURE TO CD 090LD TRE TRUSSES 11 CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SUIPPINO, INSTALLING AND BRACING OFTgOSSES. THIS DESIGN CONFORMS PITO APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF SOGA ASTM A433 U40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO (� EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER ^+ DRAWINGS 150 A•1. THE SEAL ON THIS DRAYIWG INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING I A1P1O0 F.aginpQpd pEp(N IOC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE$IGI SHOWN. THE SUITABILITY AND USE Of THIS ll SM'��W , COMPONENT PARTICCTION ULAR BUILDING IS THE RESPONSIBILITY OF TH( BUILDENB DE576NER, PER 18 C A - 1 - -/-/F Q ESS/p, ( W TC LL TC DL 16.0 10.0 PSF PSF 9e43B45 BC OL 10.0 PSF Sapp 8C LL 0.0 PSF * TOT. LD, 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale 1875"/Ft REF R427--26207 DATE 07/06/98 DRW CAUSR427 98187018 CA -ENG AEB/CWC SEON - 57519 FROM ED IL!)IKUL,-L,•)ICKUT CUNJI /MUNtY NUN KU - LDGE] 1-3,DGE/DRAG L6'58] 1.8K DRAG TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE GABLE DETAIL DWGS FOR ADDITIONAL REQUIREMENTS. THIS BOSTON HIP GIRDER IS DESIGNED TO SUPPORT 6-0-0 JACKS WITH NO WEBS TO ONE FACE. OPPOSITE FACE TO SUPPORT 2-0-0 OF IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO LOAD TO THE TC/BC SPLIT. IN ADDITION, THIS BOSTON HIP IS BRACE ALL FLAT TC @ 24.00" OC & ALL BC @ 24.00" OC, DESIGNED TO SUPPORT 24" TOP CHORD OUTLOOKERS ABOVE JACKS AND GABLE FILL LOAD NOT TO EXCEED 10 PSF. 10 PSF BC LIVE LOAD PER UBC. (F) NOTE: REFER TO DRAWING 3,022,656 FOR GABLE FILL DETAILS. TRUSS TRANSFERS 57.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND (T2) MEMBER TO BE BRACED BY CONNECTION TO ADJACENT NAILER ATTACHED TO CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. DECKING OF LOWER ROOF, OR BY ATTACHED TRUSSES @ 24" 0/C. ** THE MAXIMUM HORIZONTAL REACTION IS 2050# ** W3X8= 6 r— (F) W3X6 W3X6� —3 W3X62 6 , W2. 5X4 T2' L W3X6a 6 W2. 5X4 = W2.5X4 = W2. 5X4 W3X4(A1) = W3X4(A1) h 8-0-0 W3X W2.5X4= W4X6= W2.5X4= W3X8= 2 0 o f 26-0-0 GDC P � _�: L, 8-11-11 I U-6-13 9-7-0 16-0-9,1 I E 32-0-0 Over 2 Supports R=484 W=5.5" R=252 PLF W-26-0-0 RH=+/-79 PLF OVER 26-0-0 SHEAR WALL Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.3a5 CA 1 F Scale =.1875" Ft. -WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p�pFESSIp�j- TC LL 0.0 PSF REF R427--84563 INSTITUTE, 583 D'0)IOFR10 Dft .. SUITE 200, MADIS011, NI 53719), FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHEflNISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED W. C F T C D L 10.0 PSF DATE 05/21/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED X98AiO = B C D L 10.0 PSF D R W CAUSR427 98141072 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMAN[E WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 45 r - BR10 ACING OF TR0.USSES. III DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN y BC LL 0.0 PSF CA -ENG A E B / C W C CONN ECTORSS EC I CATI AREPMADEUBLI$OFD20GATASTMHE MIR IA653AGR40RGAL V- STEELPAPEflEXCEPTI AS NOTED. TPI. APPLYACONNECTOR$ TO 7i 6. 0I * TOT . L D . 20.0 PSF S E Q N - 16242 EACH FACE OF TRUSS, AND UNLESS OTHER NI SE LOCATE I) ON TNI$ DESIGN, POSITION CONNECTORS PER w DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CIYp. OUR . FAC. 1.33 FROM E D Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Qf CAI�f Sacramento, CA 95828 ANSI/TPI7IF0995NSECTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ` SPACING S E E ABOVE The Offached Fire Safe --N rWMrements must be CorypW as 00cified and approved by C.D.F. ALLEQUIPN#;r,:NtT INWt-l-f OVEPHA'NGS S;HLL BE tai..=AR OF f,,U- EASEMLENTEE5. A SET BACK 0 "D FROM T�H-,- F-, t C -E -PT FOR A 2: FT. EA"4"" 'P; TT 0 BUTTE CO. FiRt: CALIF.I - oi "ES' ALDETT. ot FOR -Y M pr apoe6ved -as subnnitted �a pp� Fy e(pproved i h C; ley G S EPTT c bato TOK M ic-P).51 liowVilkut-k IZOA'D 66 5- 7896 7540 CL)rLf e. ASF 0jtL^&.,b -rc5 CovtA-%%( %QA -D /7) rAts-LIN& WE Lt- r6l -4d �,m AP# CDF FIRE SAFE REQUIREMENTS 01, - a9 /Vi ro�'Zz. PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [XI 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Drivewav Standards [j 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app._,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent.unless paved. 1273.04 Driveway Radius I) 1. No roadway shall have a horizontal inside radius of I curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. N 2. The length of vertical.curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Y 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. n ti. 9./ /ylrG10E2tpLZ�--�� �� AP .# PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than I the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and. construction, road and driveway construction and fuel modification. shall be completed prior to completion of road construction )r f= --nal inspection of a building permit. Page 2 of 3 D / /- 2 - AP # v PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves NAME [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on bide toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry . Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 11-250-076 #98-1712 'ES�Q�d ; NIEDERHOLZER, BOB 1.951 HONEYRUN RD. CHICO PAT CONROY COVERED ARE TO SHOP STORAGE 1 PERMIT NO. PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL LOCATION ► -CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ! SPECIAL INSPECTION ITEMS VERIFY j 1 ♦ Temp. Power Pole Called PG&E Temp. Elec. Service i Called PG! Temp. Gas Ser Called PG! JOB FINALED Signature ✓ = OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL ( inale & Duplex) Date 32. UNDERFLOOR (Plans) OK except #a 1. ZoningSetbacks-Easments-FloodSlope Clothes Closet Light -Shower Light -Spa Light 2. Ftg., Main; Soils-Elec. Gmd.-/ C Ftg. Depth Cling. Joist-Rttr. Ties-Purlin-roff Brac.-TrussShting: Rfng. 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ N Ftg. Depth Date 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth Date 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 36. 37. 7. Slab, Steel -Wrapped 38. 8. Piers -Fireplace Ftg.-Steel 39. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. Date 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies FRAMING (Plans) OK except #'s Sits Proper Materials & Anchors 15. Access & Ventilation Walls Studs -Nailing Spacing & Braces -Plates -Sound 16. Insulation Bearing Walls over Girders & Floor Nailing 43. Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date PLUMBING (Permit) OK except #'s FINAL (Plans) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 63. 18. Water Pipe; Test & Anchor -Nail Protection 64. 19. D.W.V.; Test Fittings & Anchor -Nail Protection ( 20. 21. Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 66. 22. Gas Pipe; Sixe & Anchors 67. G.F.I. & Bath Fixtures & Tub Access -Spa Date 68. Card B-1 Date Card B-1 Date 69. Card B-1 Date Card B-1 Date 70. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI (� Insulated Neutral fl Yes n No 31. Service -Riser Conductors & Ground -Main Disconect Date 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Cling. Joist-Rttr. Ties-Purlin-roff Brac.-TrussShting: Rfng. 48. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Garage Fire Protection Framing 35. A.C. Ducts Insulation & Support 52. 36. 37. Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 53. 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet ` 39. Attic Access & Platform if Furnace in Attic 1N Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 40. FRAMING (Plans) OK except #'s Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) Date 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Date 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-roff Brac.-TrussShting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 64. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoAValks 0 Yes 0 No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date 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: V=OKE O = Not OK Not Ap '=Not Readyble 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; Location-Clearances-Gmd-/ /Amp-Concrete 6. Gas; Location-Test0rap; / /12ft. / /Nat or/ / L."ft./ /LPG 7. Well Clearance 8 Disconnect MISCELLANEOUS Date 8. Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 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 -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Date 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 2. Soils; Compaction -Structure Stability Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plana) 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 -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing VeneerStucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5 Circulating Equip. -Pool Lghtgq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TestWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 County Center Drive • Oroville, California, 95965 • Telephone (530) 538-754 PE/TNO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ;0-J76 011-2ZONING FR -5 BUILDING PERMIT OWNER NIEDERNOLZER Bob TELEPHONE -86;---838 SO. FT. OCC. BUILDING VAL ATION .OWNERS MAILING ADDRESS .,76 7940 CUTLER ORLAND 95962 280 41 11 480.00 760 36 27.360.00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ T43. 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 999 QC; BUILDINGADDRESS 1951 HONEY RUN ROAD, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 9R nn - Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodei ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD TO AND CONVERT GARAGE TO 1 BEDROOM SINGLE FAMILY - (98-0919) Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home ISI GI W1 020.00 PERMIT FEE s108-00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A OR LESS 23.00 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.PSINGLE License Class Lic. No. 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 TO Main Service To 46.00 NEW CONST. ( OWFIEL OCCUCUP. 3.5¢F°. 36.40 N oON MUACC. BBUDS LET =R IDT C 07.50 a OUTLET OWER APPARATUCIR.S Ex. OCCU OUTLET OR FIXTURES 20 @ 1.00 BAL @ .50 Ex. Occup. OFlxuT>Frs R pOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 FEE PERMIT S (, 56. .0 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 19-00 Hood 6.50 Ventilation PERMIT FEt $ 56.50 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.) 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 workers' compensation 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 c ply with those provisions. X �` �/ Date July 29- 1C)99 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is req red for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 /ZO3 ,� TOTAL FEE $ 5.85 HAZ. D. FEES IMP CD PARC HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ZAn2tDate 7 PER IT EXPIRES ON %.L� 7-0,.o Dewe Receipt No. 244528/151 . 34 225-¢ �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -IN PEC OR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7`Count� Center Drive - Oroville, CaljJ0rni4,95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT q 1_7 1 .)- ZONING FR -5 ASSESSOR PARCEL NUMBER 11-250-076 1 BUIDINGPERMIT OWNER BOB NIEDERHOLZERTEbO-J 57898 SO. FT. OCC. BUILDING VALUATION °W"ms's ""1JN° `i+ CUTLER OR AND 95962 CONTRACTOR'S ...... ONE O CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace 3 LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20•00 Permit Fee 3 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee ZZ .34 BUILDING ADDRESS 1951 EY—RUIN Energy Plan Checking Fee ,3✓ hck $ CHICO PERMIT FEE $ -Q9 42t LAT NO. SUBDN610 sNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobileho a E] Other SPECIFY Each Trap 7.00 4.00 Solar 4 heat pump water heater 23.00 Water p ing 15.00 15.00 Each as water heater or vent 15.00 /S- TYPE OF W RK New ❑ Addition ❑ Remodel lffilities ❑ In Ration ❑ Other ❑ Describe Work: 98-919 Gas pipin stem 1 - 5 outlets 5.00 uilding s er 1 .00 Mo a S G W @20. 0 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 00V °R LFss 23.00 LICENSED CO RACTOR'S DECLARA ON I hereby affirm under penalty of jury that I am licensed under rovisions of Chapter 9 (commencing with Sectio 0) of Division 3 of the Business a Professions Code, and my license is in once and effect. License CIaS Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Con tr ctors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole cc pensation, will do the work, and the structure is not intended or offered for sale. M I, as owner of the prope exclusively contracting with licensed c tractors to construct the pro' ct. ❑ 1 am exempt under ec. Busl and Professions Code for this reason Main Service 204 TO 1000A 46.00 NEW CONST, DW NG OCCUR OR ADONS. ( a C. BIDS. SD. TN0E`N-R1OND5. MUL -OUTLET 97.50 POWER PARATUS a SINGLE O CIR. Ex. Occup. ouT1.Ei OR RES 20 @ 1.00 s„L @ ,50 FIXI Ex. Occup. OUTLETS RESLIN P OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FE $ 96 WORK RS' COMPENSATION DECLAR N I hereby affirm under pena of perjury one of the following declar ns: ❑ 1 have and will main ain a certificate of consent to self -insure work rs' compensation, as pro 'ded for by section 3700 of the Labor Code, for he performance of the wor for which this permit is issued. ❑ 1 have and will maintain wo ers' compensation insurance, as required bySe n 3700 of the Labor Code, for a performance of work for which this permit is issue . My workers' compensation i urance carrier and policy number are: Carrier Policy Number (The above sections need not be c • mpleted if the permit is for work of a valuation of one hundred, .dollars ($100) or le s.) f9 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any man r so as to become subject to workers' compensation laws of California, and a Be that if I should become subject to the workers' compensation provisions of ction 3700 of the Labor Code, I shall forthwith co ¢ly with those provisions. X _ Date V i 9 9 V, Signature of Applica - ❑ Owner ❑ C tractor ❑ Agent An OSHA permit is required for s o er 60" deep and emolition or construction of structures over 3 stories ' height.t ECHANICAL PERMIT Fling Fee 20.00 Heating /S Cooling5--� Hood 6.50 6 L/ Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TO AL FEE $ HAZ. D FEES , FLOOD COF P PD HD ISSUE is permit is hereby issued under f the Butte County Code and/or i dicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 244528 /.S'/ WHITE-D.D.S.-B.D. CANARY -ASSES PINK -I SPEC R GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cotynty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NI Rev 12/96) APPL(CATiON AND PERMIT qK 497 as SOR PARCEL N,MeER _ 2�0 — 07 ZON1 ` BUILDINGPERMIT n' qw"eA n /V `► ),e Je2 �� �2�-/^ "� 7� SO. FT. BUILDING VALUATION �OCC. �_ O��._ C <>0 )w NER : NAIUNG ADORES 9 L✓•` v ✓ lJ Z Gvfr��2 CONTRACTOR'S NAME (n`TIL.O."ONE CONTRACTOA'S MA41ADDRESS CONSTRUCTION lEN091 Fireplace LENDER'S MAILING ADDRESS Total Valuation <:>� ARCHITECT OR ENaNM LCDAC NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENOOMM S MAILING ADDRESS Plan Checking Fee $ Z SUaDINGAWRESs / q r/ ✓� Energy Plan Checking Fee = J PERMIT FEE = LOT NO. sueo"c"MAW PARCEL &W PLUMBING PERMIT Fling Fee 20.00 Each Tr .7:00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O Other. SPECS Soler or heat pump water heater 1,-'23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel O Utilities ❑ Installation ❑ Other O Describe Work: eA e- .4&z* pv.s O by g A Gas piping system 1 - 5 tlets 15.00 Building sewer 15.00 Mobile Home G W @20.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 Main Service x OORR LE23.00 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 full force and effect License Class NO License OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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' 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' compensation 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 Signature of Applicant - ❑ Owner O Contractor O Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height. Main Service 20M TO l000A 413.00 NEw eoNsr. ox / sO. OR ADONS. owsia ALy+o, 9C.uP. MU _ NOKRE clg .ET Or. @7.50 POWERAPPARATUS 64R. Ex. Occu sTLEr OUTLET OR FDCTUNEs ig a I:w Ex. Occup. onETSA(P o En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES i Mobile Home Installation Fee $ Energy Inspection Fee $ Occ COI.eT rrPE TOTAL FEE $ HAZ. i O. FEES I IMP I n=0 I COF PARCEL Po I No SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON faro) RecelptNo. wHIrE 0 0 3 e 0 CANARY -ASSESSOR PINK -INSPECTOR (30LOENROO•APPLICANT COUNTY OF.BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Ac S ! v 1 e d Q d- ko/r&aASSESSOR PARCEL NUMBER: • 1, l - 2 S-',) - a� G Proposed Building Use: 4efld Building Inspector: Date: ?)131<9 At time of permit application,1 w1as advised the following data must be submitted prior to permit processing and/or issuance: ------ - -- Date Received By All iiems have been submitted .----------------------------------------------------------------------- 112. 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. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 116. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ anufactured Home dataC,7,.-d installation instructions including Tie Down Specifications .------------------ sof $ 7ZI 444(-� --------------------------------------------------------------------------- of fees as shown on the attached schedule.----��-r------------------ abfomia Department of Forestry plan approval/fees. --------------------------------------------------------- 1 . Flood elevation certificate. ---------------------------------------- S------------ ---- ----------------- - ---- anitation and plot plan approval Health Department. ---—o�-�/, �----- -��J 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 ❑21. Contractor's license information. (Number, Name Style, Classification). ----- 0 22. Workers' Compensation carrier and policy number. ----------------------------- 23. Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - ------- 2 . Letter of signature authorization. -------------------------------------------------- 5. rded copy of Agricultural Acknowledgment Statement. ------------------- 6. Letter of intent on building use. ---------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- P;8. ----❑ 8. Existing violations and/or expired permits. fy❑433Other:ou issue the permit, process as follows ❑ Check to H.C.D $ to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver, Applicad:DA Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollutiori� Copy of plans sent ❑Health Department, ❑ Fire Department, ❑ Other: Date 1. Index permit application for above items numbered: 2. Additional items required: /L4 ZS` 0 .. Contractor, designer, owner, was advised of me above required -data by ❑ phone, ❑mail, o ;uilding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ L-13'Iuilding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone -mail, 13A-;uilding Division counter, by Date: Contractor, designer, owner, was advised of the above requued data by ❑ phone, ❑ mail, ❑ uildin Di/sion counter, by D te: Plans reviewed by: Date: N ,Plans approved by: `? , Date: ZQ Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder" Note transfer by: w; Date: `Yellow Copy - Department of Development Services, Building Division. (Date) By: ❑ Plan Check List 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 �!J� ��ed¢iLk4-L� PRO SED BUILDING USE 4 1. B LDING PERMIT FEES C Z 7 -- ance Due ... $ . J -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ *4. Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES (, U SOpaid at District Office) (\ 3. SHERIFF FEES (paid at Building Division) _Residential ........ j x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. s� _ 4. URBAN_., AREA FEES (paid at Building Division) 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) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE. $2500.00 (paid at Building Division) A.P. # I l _ L�� ' 07 6 DATE REC # DATE REC Myn 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking, process. 1 APPLICANT �v t/ /��' `" /r— DATE jUM Original -Owner Copy -Building Div. (Rev. 12/96) 11.. 'y � �. .M.�Sr" _.......... � .. �u. ..^ _,L. ... � .. � r. .+•-•.r. ...��.x.rr6.'�'Y.-�r� �,7.� .. .. ..._ .. _ . _. .. .... ,. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District C, V 40.: • c..„ Building Department No. " " `7 A.P.. Number'" 1 l Jurisdiction CityCounty. Property Owner1 I ePl. Property Location/Address Subdivision Lot No. �L Residential Development ............................................................................................................ Sq. FootageG?/ r No of Living Mobile Home Addition •Supplem ntal to (Group R) Units Installation Conversion Permit # ....................................................:y.................... -'(No foundation inspection);j t Commercial/Industrial Sq. Footage New Addition (Including Exterior I Roofed Areas) Building Department Representative Date <-- • M Irioor dans reviewea Dy bcnooi uistnct rersonneo District Identification No. 5p� LAW School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing i square feet. School District Representative Paid by Check It O / Remarks: 1�V"I /d,._�-04 ._ • (Phone (State) / (Zip Code) /� / by payment of $ �i / 6 AB 2926 S FULL MITIGATION $ Date v , , r 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(al, 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 ICEGAI, 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 Ischool district) feeform.xis 110198)dmm { ria ��-..�..`...�...��,.:� o 'I a ' School District t�I,u A.P. Number Property Owner tt�r�•f•`L,�d)t'tf'a`rs''rlYt`+ir��'R�".";J"'^`�,`+•�7�'�dvMt7�A��.� }�•q�d�,-..:ay.�...,,w�... •�_»...,.,, .�;..^.r�i eM. , +Y BUTTE COUNTY SCHOOLS', IMPACT FE_U; ERTIFICATION FORM (One form per"Bufldfng) f� a ; S VBuilding Department No. :� �✓ Jurisdiction: City County Property Location/Address J,J Subdivision Lot No. • Residential Development -sM No of Living Mobile Home Addition Units Installation Commercial/Industrial New Addition _ l Building Department Representative Sq. Footage y �� (Group R)' Sq. Footage (Including Exterior Roofed Areas) Date wwor rianss reviewea Dy bcnooi uistnct versonneu Distridt Identification No. S( l School District.certifies that (Applicant) iv ' -7_s /) elzZtC�4 (Street Address) (Phone Number) (City) (State) (Zip Code) It has complied with the requirements of Resolution No. (y5 % - by payment of $ ' l 72/ representing '7(O square feet. School District Representative Paid by Check # 06 / 3 Remarks: B 2926 $ [FULL MITIGATION $ Z/,OZge Date 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 660201a), 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) feeform.xls (2/97)dmm 0 CF...R-TIFICATE OF COMPL-IANCE: Resident-ial Page. 1. CF -1R ---------------------------- --------------------------------------------------- Project. Tit..1-e: NIEDERHOI....ZF...R 676w (BASE CASE) Run: 400 02 -Nov -98 project. Address: HONEY RUN RD. NIEOERHOI....7._ER 676w (BASE CHICO, CA. 95928 Building Tit -le: NIEDERHOLZER 676w (BASE CASE) Building Permit. # Document. Aut-hor: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Dat -e Compliance Method: CAL._RES2 Version 1.31 Field Check / Date C.l..ima.t.e Zone: 1.1. ---------------- GF...NERAI.... INFORMATION Cond.it..ioned Floor Area: 676 ft -2 Building Type: SFD Single Family Det.ached Building Front. Orient.at.i.on: 240 deg (West.) Numh..Pr of Dwelling Uni.t.s: 1.00 F.lodr const -ruction Type: Slab on grade BUILDING SHELL INSULATION Component. Insu..l Assembly Type R -value -------- L1-value -------- --------------- Dbor 0 0.330 Wall 19 0.065 Wa.l.l. 1.9 0.065 Floor 0 0.7.2.2 Ceiling 38 0.025 Slab Perimeter 0 0.550 Slab Perimet-er 0 0.500 Per imet.er 0 0.900 "5.la.h "Slab Perimeter 0 0.7.2.0 FENESTRATION. L.oca.t. i o n/Comme nt.s OUtside Outside Uncond.i..t..i.oned Grade At-t-ic Unconditioned Uncondit-ioned Outside Out -side Area. ll- Int.erior Ext.erior Overhang Frame Orient.a.t.ion (ft.2) value Panes Shading Shading and Fins Type ----------------- ----- ----- ------------------------- ---- -- -------- Window West. 100.0 0.750 2 Std Drape Bug Screen Overhang Vinyl Window East. 2.4.0 0.750 2 St.d Drape Rug Screen Overhang Vinyl. Window SOut.h 83.3 0.750 2 St -d Drape Bug Screen Overhang Vinyl THERMAL_. MASS Area. Thick Type Exposed? ( ft.2._) (in) L.ocat.ion/Comments .--------- ----.4--- ----- ----- ---------------------------------------- F.loor y0pfi 676.0 3.5 Grade BU '11 COUNTY HVAC SYSTE...MS f �Duct. L.oca.t..i..on BUILDING � }. Type Ary i( i. ''I Efficiency and R -value e ----------=------- ----------------------------- (� 920 AF At.t..i n R-4 .2 cent.ral. pc kg 3"..O 5...:..:R Af:.f.i..r.. R-4 .2 CERTIFICATE... OF COMPI....IANCE: Res.ident..i..a.l Page 2 CF -1.R Project. Title. NIEDERHOL-7...ER 676w (BASE CASE_.) RUn: 400 02 -Nov -98 WATER HEATING SYSTEMS Dist -rib Wa.t.er Water # of -- � Energy Volume Wrap ,. System Name TYeP__-- Heater -Name- HOater--Type------- HtrR FiRctor -tgat- 40GALW/H Standard 40W/H Storage gas 1 0.62 40 0. WATER HEATING SYSTEMS MISC Solar savings Solar system Syst.em Name fract.i.on type ------------------------------------- 40GAL-W/H -- -- WATER HF-.ATER/BOIL.ER DETAILS Water Recovery Heater Name Efficiency AFUE ---------------------- ---- 40W/H 76% -- Rated Input. ( kBtuh ) 35.00 HYDRONIC DISTRIBUTION AND TERMINAL..S System/Name Type Number -------------- ------------- ------ None SPECIAL... FEATI)RES , REMARKS, AND NOTES None Wood stove Wood stave boiler? boiler pump? ---------- ------------- No No Pilot. Standby Tank Light. i Loss R -value (Btuh ) -------------- ------ Pipe. run (ft.) Pipe Instil Instil. d.iam (in) t.hck (in) k Va.1Ue ------------------------- COMPL-IANCE STATEMENT This cert-ificate of compliance list-sthe bu.i.ldi.ng fea.t.Ures and performance' specifications needed to comply with the 'Energy St-andards in Title. 24, Parts 1 and 6, of the California Code of Regulat-ions, and the Administrative regulations t.o implement. them. This certificate has been signed by the indi.vidca.l with overall. design responsi.bili.t.y. When this cert-ificate of compliance. is Submitted for a. single building plan to he built. in multiple orientations, any shading feature that. is varied is indicated in the Special. Features, Remarks, and Notes .section. . C'ERTIFICATE OF ' C0MPLIANCE:' Re�id�ntial � . . . . ^ . Page 3 CF -IR project Title: NIEDERH0LZER 676w (BASE CASE) Run: 400 02 -Nov -98 DESIGNER OR OWNER BOB MIEDERH0LZER 7540 CUTTING AVE' 0RLAND, CA' 95963 ' /865-7898 / / . Lio #: Signed 'ENFORCEMENT AGENCY Name: Agency: __ Telephone: ned DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER ():[)'S' 170 RIO LIND0 CHIC0, CA' 95926 5307342-9688 or 865-9688 ----- -------�Dat Date Signed / ^^^�e Date COt1P1JTER METHOD SUMMARY Page 1. C -2R ---------------------------------------- Proiect. T.i.tA.e: NIEOERHOL...Z._ER 676w (BASF... CASE.) Rijn: 400 02 -Nov -98 Project. Address: HONEY RUN RD. NI.EDE.RHOI....ZF..R 676w (BASF... CHICO; CA. 95928 Building Tit -le' NIEOF...RHOL...Z._ER 676w (BASE CASE..) Bui.l.di:ng Permit. # Document. Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Dat -e Compliance Method: CAI....RES2 Version 1..31 Field Check / Dat.e. Gl.i.ma.t.e Zone: 1.1. ENERGY USE SUMMARY (kRtu/ft.2-yr ) Energy Use Standard Design Space Heat-ing 19.51 Space Cooling 1.5.49 Wat-er Hea.t..i. ng 25.56 Tot -al 60.56 GENERAL. INFORMATION Condit-ioned Floor Area: Building Type: F3uild.ing Front. Orient.a.t..ion: Number of Dwelling Un.i.t.s : Number of Stories: Proposed Design --------------- 24.03 1.2 .54 23.63 -------- complies 60.21. Yes 676 f t.2 SFD Single Family Detached 240 deg ( West. ) 1.00 I Floor Const -ruction Type: Slab on grade Number of Cond.i_t.ioned Zones: 1 -Tot-al Condi.t.ioned Volume: 5408 ft -3 Cond.it..ioned Footprint. Area: 676 ft.2 Ground Floor Area: 676 ft.2 BUIL-DING ZONE INFORMATION. Floor Zona Area. Volume Name (f t-2 ) ( ft.3 ) Type House 676 .5408 Condi.t.ioned OPAQUE SURFACES Thermost-at. Type ------------ CEC Standard Vent. Vent. Height. Area. (ft.) (ft.2) 2'0" 20.7 Surface Area U- Ins.l. Tru Slr Const.ruct.i.on Type ---------- ------ ( ft.2_) va.l.lte ----- Rva.l ---- Azm --- Tlt. --- Gns --- Type ------------ L.oca.t..ion/Comments -------------------------- Z_one = House Door 1.1.2.0 0.330 0 330 90 Yes 1.60x70 -Wood 0ut.si.de. Wall 121.0 0.065 19 240 90 Yes W19.2x6.16 Outside wall. 58.0 0.065 19 330 90 Yes W19.2x6.1.6 Ou.t.s.i.de Wall 51.0 0.065 19 330 90 No W19.2x6.16 Uncondit-ioned Wall. 1.97.0 0.065 19 60 90 Yes W1.9.2x.6.1.6 Outside. Wa1.1 1.37.7 0.065 1.9 150 90 Yes W19.2x6.16 Out -side Floor 676.0 -- 0 -- 1.80 No S.l.abl.40E Grade Ce.i_1..i..ng 676.0 0.025 38 -- 0 Yes R38.2x4.24 At-t-ic CnMPI1TER. METHOD S(1MMARY Depth ------ 69011 8'61' Page, 2 C -2k Project. Tit -le: -------------- NIEOERH01....7._FR Fenest.ra.t..ion 676W ( RASE CASE) Run: 400 02 -Nov -98 PERIMETER I....OSSES Open Frame Charact.r Name Type ---- ( ft.2 ) ----- Azm --- Tlt. --- Type ------- InsU1 Name Comment. -s ------------ ---------------- Perimet-er I.._Pngt.h F2 Insul Dept.h. Type ------------------- ( ft.) Factor ------ R-val ----- ( in) ------ I....oca.t..i.on/Comments ---------------------------------- 7_.one = HoUse Slider Vinyl. OPER/st-d F12SGD Wind Exposed 6'0" 0.550 0 0 Uncondit-ioned Covered 010" 0.500 0 0 Uncondit-ioned Exposed 1.3'0" 0.900 0 0 Out -side Covered 91'0" 0.720 0 0 - 0u.t.s.i..de. FENESTRATION'SURFACES .•GI....A71NG CHARACTERISTICS Gla z.i ng Chara.ct.r Glazing # of U- SC Gl.s Int-erior SC Int. Ext-erior SC Ext. Name Type Panes value Only Shade Type Shade Shade Type Shade OPER/st-d Clear 2 0.750 0.880 St -d Drape 0.780 Rug Screen 0.870 OVERHANGS Fenest.ra.t..ion Name Height. W.idt.h F11 510" Depth ------ 69011 8'61' F1.2SGD 6v8" Glazing Fenest.ra.t..ion 41- Area Tru 8'611 Open Frame Charact.r Name Type ---- ( ft.2 ) ----- Azm --- Tlt. --- Type ------- Type -------- Name Comment. -s ------------ ---------------- -------------- -...one = House R12 S'0" 6'011 F1.1. Wind 30.0 240 90 Slider Vinyl. OPER/st-d F12SGD Wind 40.0 240 90 Slider Vinyl. OPER/st-d F1.3 Wind 30.0 240 90 Slider Vinyl. OPER/st-d 811 Wind 24.0 60 90 Slider Vinyl OPER/st-d R1.1SGD Wind 53.3 150 90 Slider Vinyl OPER/st-d R12 Wind 30.0 150 90 Slider Vinyl. OPER/st-d .•GI....A71NG CHARACTERISTICS Gla z.i ng Chara.ct.r Glazing # of U- SC Gl.s Int-erior SC Int. Ext-erior SC Ext. Name Type Panes value Only Shade Type Shade Shade Type Shade OPER/st-d Clear 2 0.750 0.880 St -d Drape 0.780 Rug Screen 0.870 OVERHANGS Fenest.ra.t..ion Name Height. W.idt.h F11 510" Depth ------ 69011 8'61' F1.2SGD 6v8" 411 610" 41- F13 5'011 8'611 6'011 13'611 81.1. 4'011 6'011 R1.1SGD 60811 8'011+ R12 S'0" 6'011 Le f t. R i. g h t. Extension Ext.ens.i.on ------------------ 40'0" 11'0" ?5'011 26'011 25'6" 25'/ 11 17'6" 1.1.'6'1 g'A11 21'6" Above Depth ------ Glazing --------- 8'61' 41- R'611 411 8'611 41- 296@' 4" 8'611 411 13'611 411 Le f t. R i. g h t. Extension Ext.ens.i.on ------------------ 40'0" 11'0" ?5'011 26'011 25'6" 25'/ 11 17'6" 1.1.'6'1 g'A11 21'6" COMPUTER. METHOD) SUMMARY Wat-er Water # of Project. Ti.t-1e= NIF...DERHOL...ZER 676w (BASE CASE) Run: 400 02 -Nov -98 . FINS -------------------------- Left. Fin Right. -------------------------- Fin Fenest.rat.ion Ext.en Dist. ------------ 40GA1.._W/H St.andard F_.xt.en Dist. -------------------------- Fin Fin above t.o Fin Fin above to Name Height. W.i.dt.h Depth ------------ ------ ------ ------ Height. g.l.7ng g1z.i.ng ------ ----- ------ Depth Height. ------ ------ 91.zng 91.7i..ng ----- ------ None THERMAL... MASS Vol. Cond- Area Thck Heat. duct.- Const.ruct.ion Tnsd Mass Name (ft.2) (in) Cap iv.i.t.y Type Rval I....oca.t..i.on/Comment.s -------------- ----- ---- ---- ----------------- ---- ------------------------- -._one = House Sl.ah-Exp 676.0 3.5 28 0.98 S1ab1.40F... 0..92 Grade SOL -AR GAIN DISTRIBUTION Fenest.rat.'.ion Wint-er Summer Targe.t.t.ed Name Fract-ion Fract..i.on Thermal. Mass Comments ------------ -------- -------- ------------ -------------------------------- None .-HVAC SYSTEMS System Name -------------- -._one = House GasFur n.. 92 ACsp.l..i..t.1.3 Duct. L...oca.t.i.on System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0 .92. AF(JE At.t..i c. R-4.2 Air Gond. -- cent-ral. pckg 13.00 SEER At.t..i.c R-4.2 WATER HEATING SYSTEMS Di.st.rib Wat-er Water # of Energy Volume Wrap System Name Type -------- Heat.er Name ------------ Heat-er Type ----------------- Ht.rs ---- Factor ------ -(gal) ------ R-val ----- ------------ 40GA1.._W/H St.andard 40W/H Storage gas 1 0.62 . 40 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood st.ove Wood stove Syst.em Name fract..ion type boiler? boiler pump? ------------------------------------------------------------ 40GA1.._W/H -- -- No No COMPUTER METHOD SUMMARY Page, 4 C - 2P Project. Title: NIEOERHOL._7_ER 676w ( BASE CASE) Run: 400 02 -Nov -98 WATER HEATER/BOII._F_R DETAILS Rated Pilot. Water Recovery Input. Standby Tank Light. Heater Name Efficiency AFUE (kBt.uh) I....oss R -value (Bt.uh ) 40W/H 76% -- 35.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul. Insul. System/Name Type Number run (ft.) diam (in) t.hck (in) R -value -------------- -------- ----- ------ -------- --------- --------- ------- None SPE_.CIAL.. FEATURES, REMARKS, AND NOTES None. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page I A 4, MF -IR --------------------------------------------- ---- Project Title.......... MASTER PLAN Date......... 01/01/0 Project Address........ MASTER PLAN --------------------- CHICO, CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... Ca�'ref� 2 Gsjtl�lf ; Field Check/ Date ; Climate Zone........... --------------------- ------------------------------------------------------------------------------- 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 checklist10 y. BUILDING ENVELOPE MEASURES ��e�sign- � -------------------------- J nforce- er went *150(a): Minimum R-19 ceiling insulation. 1�L 150(b): Loose fill insulation manufacturers labeled R -Value. I ' *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(i): Slab edge insulation - water absorption rate no greater ' than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. ' 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. '�� '- �'i 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned ispaces 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 t 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 j1. Masonry and factory -built fireplaces have: v ' a. Closeable metal or glass door .. ` b. Outside air intake with damper and control 4 f c. Flue damper and control 2. No continuous burning gas pilots allowed. E to r� a r a 110-13: HVAC equipment, water heaters, showerheaas ana faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. E -ll 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. 5. 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 78% 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 beater 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. �1 (see '5 `4' i E ST c • t To T�2-�1- G All - Be aware that glazing units (including doors with �� \ glass) must.'have permanent NFRC labels. Glazing labels will be - checked against the Title 24 calculations at the time of framing inspection. If the installed U -value is of a lesser value, the Title 24 calculations must'be redone, and appropriate changes made to the E structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF -6R is required to b.e - .posted at the residence proper to the issuance of a Certificate of Occupancy. This is in addition to the Insulation Certificate. Q� e IF APPLIES GENERAL NOTES SHEET E 1, ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Ta bE CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE .DAMPER- TIGHT -F I TTI NG 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6, A/C DUCTS TO BE INSTALLED PER We+ U.M.C. 8 INSULATED (1" INSUL.- GAS EQUIP.) 8 (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. r_ 4-, 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.0 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C.- 9. W. H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) . VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING. d) R-4 INSULATION 5'-0" TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.LF l l.I.ouJc-p f) R-4 INSULATION ON CIRCULATING SYSTEM. S) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED 1R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING'TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. ti ... .. .. .,. ._ , t:"'x+r':'d ka�3"#�+'�`j'7"4i��;fi�•r�u'�"'r�s1l�T3�e'�:'3G �?`�'"�'�i`afy ;+ 4t''►jk'".l'J�..,lr�.'�iJ t���..n«+i' 011--250' PERMIT#97-1101 NIEDERHOLZER, 'Bob ^ Honey Run Rd., Chico Ele for Well & Lot Developme t 5� r [L 1 �I Alf, 04 r j [L 1 �I Alf, 04 r [L 1 �I Alf, 04 F9 COUNTY OF BUTTE- DEPARTMENT,OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, Calif9rnia .9 965 - Telephone (916) 538 7541�� �. � R��NO. (Rev. 12/96) _ APPLICATION AND PERMIT // ASSESSOR PARCEL NUMBER I 5V G ZONING �11LDING PERMIT OWNER �` TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS5-qO I� {.�"r A w� SS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS r, Energy Plan Checkin Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE w /n1 nn SF ❑ Duplex ❑ Mobilehome 9 Other ,J1�,Uj} a..�,� SPECIFY Each Trap / 7.00 Solar or heat pump water hea er 23.00 Water piping 15.00 Each as water heater or Ant 15.00 TYPE OF WORK New ❑ Addition ❑ �Remodel ❑ Utilities Installation ❑ Other ❑ Describe, Work:( �. � �Q- Gas piping system 1 - 5 utlets 15.00 Building sewer 15.00 Mobile Home I S Ltlb I W 1 @20.00 PERMIT FEE S A * • r ' ELECTRICAL PERMITFling Fee 20.00 w rr . r ,c 000V OR LESS Main Service 200A OR LESS 23.00 2300 rj 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 full force and effect.P License Class Lic. No. ' r .---�"'' 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 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' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR ( a ACC. BUDS.3.5¢x; CNS. NEW NON-RESIDT RECTI-CUTCL IETS 97.50 OWER APPARATUS a SINGLE OUTLET CI R. Ex. OCCU . OUTLET OR FIXTURES 20@ .50 BAL � .50 Ex. Occu . DuT.eDTSPaEwso.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t y MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) 0- 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' compensation 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 1 (, � Date M� t �-�� _ Signature of Applicant - O,Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 0 CONST. TYPE TOTAL FEE $ g3-06 HAZ, -D. FFEES IMP I FLOOD I COF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have!been paid. //y�� By %�L oyyY r t�! 1-rrL " Date PERMIT EXPIRES ON Date Receipt No. !2 YT C(kLk 93'a) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILX57541 ISION 7 County Center Drive - Oroville, �alif&nia 95965 - Telephone (916) PERMIT NO. (Rev. 12/96) APPLICA�'IWIAND PERMIT Q� - l ASSESSOR PARCEL NUMBER ZONING ILDING PERMIT OWNER �1 TELEPHONE , SO. FT. OCC. BUILDING VALUATION OWNERS HARING ADDRESS :34F(4oOrt" 9-V763 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checkin Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 1• _ _ SF ❑ Duplex ❑ Mobilehome 0( Other L� I/ll SPECIFY Each Trap 7.00 Solar or heat um water he r 23.00 Water piping 15.00 Each gas water heater or)ent 15.00 TYPE OF WORK – New ❑ Addition ❑ Remodel ❑ Utilities 10� nsfallation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 utlets 15.00 Building sewer 15.00 Mobile Home I S W 920.00 PERMIT FEE $ ` ELECTRICAL PERMIT Fling Fee 20.00 Main Service EOOV..A OR LES9 200A OR LESS 23.00 2300 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 Vbsiness and Professions Code, and my license is in full force and effect. License Class LIC. No. 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. ❑ 1, 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 LODOA 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ADD. BLDS, so 3.5QFT. 11 111. NON -RES DT MULCTI.00UTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES Bn� p' o .00 Ex. Occup. ou.50 FTED RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S . (� 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' 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.) (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' compensation 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 co ply with those provisions. � nAh 2Z t 997 X Date Signature of Applicc n�&]-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 Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 413,()6 HAZ. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date Receipt No. cla4K 113, M WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT X.:.: T Attention Property Owner: An "owner -builder" building permit has been applied for in your: name and bearing your signature. Please complete and re= this information at your earfie= . oppo'r=ity z: to avoid unnecessary delay in processing and issuing your building per%ttit No budding permit will be issued until this verification Jis received. 1. 1 personally plan to provide the major labor and materials for construction Of proposed property improvement: YESV-I'NO[ j. 2- 1 HAVE[�HAVE NOT[ I signed an application for a' building permit :ior' proposed work. I_.I. 'have contracted' with the following person (firm) to provide the proposed 7- - construction: 4 NAME: ADDRESS: CITY: PHONE: CONURACTOR'S LICENSE NO. -,4.1 plan to provide portions of this work, but I have hired the following person. to, coordinate,. supervise, and provide the major work NAMM, ADDRESS: 7 CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have c zin ac ed (hiredY the o owing persons to U provide -the work indicated: NAME s..ADDRESS .. PHONE a TYPE OFWORK ­_ v SIGNED: ' 4'. t, w :-PROPERTY PERTY OVVNER.- I SOCIAL SECUR=VTn�0EP. 53) rn ;V DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 or the -Calif��ia lleialtil�­ainn-idii Safe'ry''Co e. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER z Dear Property Owner. An application for a building permit has been submitted in your name listing yourseif as the builder of property improvements specified. . For your protection, you should be aware that as "owner -builder" you are the responsible party of retard on such a permit Building permits are not required to be signed by property owners unless they an personafiy _ performing their own work. If your work is being performed by someone other than yourseit, 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 licca se 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 subcontrae4 you should be aware of the following information for your be =& and protection; , 0 If you employ or otherwise engage any persons other than your immediate family, and the work Cinciuding materials and other costs) is 5300 or more for the ' entire project. and such persons are not licensed as contractors or subconcactars, thea you may be an employer. 0 If you are an employer. you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tat.:c withholding. federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do'not cavy out these obligations, and these risks are especially serious with respect to worker's compensation ui mummer 0 For more specific information about your obligations under Federal Law, contract • the Internal Revenue Service (and, if you wish. the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practicz of unlicensed persons professing to be contractors is to secure an "ownerbuilder" 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 t work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Stre_t, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sial , • � -- 14chail C. Vreira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. � Ok'ER � � r,^�x'1 � .r,,v� s • } �� t� i . !'� T ^ } ' raj BC=COUNTY DE VEL�ORME�iT'SERVICES' Y� Address: Decfiptio of Yolation` ♦YF Mi.. w.+_..rwnw 1+wR:. i i � 4 5 h�r1rLH ".L• c u e'4, ;j^W k,'A,'r't X_ l4 '.;J w. � � � -�� •.�'. w55 •`.i, �.H"' !{ r. Owner. ,f�`IXa. 1r ,��...� � 0 _ P 1 V i� e�e r � Jz er-� Zoning: i _.. _. .... �._.... Address: Approx. Age of B1dgJM.H ' ," ` Sy d � •C `41 �%�✓e"�� or h �SupervisorialDistrict #. ..�'�`�'.,......�-.._ - �..._._..._ _._,�.., ComplaintMolation Location: IJ6 [ °]Occupied �" =tHas Elec wcity- [ ]Yes [ ]No Has Gas [ ']None [ ]Propane h- TYPE: PoBuilding COMPLAINT: t ) [ ]Health [ ]Planning . xiyl. �cl a e. s.S A -Je 4161' Permit History on File: [ ]None Complaint Taken By: Caution: [ ]Yes INSPECTOR'S REPORT [ ]No Tenant: e'Ux Address: Decfiptio of Yolation` `�� kir st::� �� � r! ,;���' i�''�c, t`: ?, s t c c u e'4, ;j^W k,'A,'r't X_ l4 '.;J w. � � � -�� •.�'. w55 •`.i, �.H"' !{ r. ,f�`IXa. 1r ,��...� � .j• .. �, 'APprox ,'Site of Bldj'M%� .H ' � Approx. Age of B1dgJM.H ' ," [ °]Occupied �" =tHas Elec wcity- [ ]Yes [ ]No Has Gas [ ']None [ ]Propane [ ]Natival " [ ]Vacant Has Sanitation: , [ ]Yes [ ]No Obvious Sewag&P6o 1l ins? [ ]Yes { -]No , tb t n Under Construction: [ ]Yes [ ]No Built by/for: [ ]Present Owrrer .[ ]Previous Owner: Hyyaz.,. a(i�tsp }[' ]No °"` [ ]Ye`s,(explain) :�° "�� 4?SK•�'Q'�.•i�3., �dI #rl�4r� ��.v'�1.1: ��74���F� �� ��E'"'`1� i :. ' ' '+:. - '. � 5 .. � `••rs3i� �• I , :r,� � W.:�� »PersontContacted: a l :� Descnbe Action Taken - y*' b , 7 . -•► ♦ ^�., �- w7 ^. wr. x • t i i ti* i i `yf,.y 1 ).A J �•aSliSMil�.'+M+4 Wi4Y y.MP�•Aa+ta,yyK �I ,� !:s 1. ,3S.tt.a.: W�f+t� ;i ii.%,i�� K .75 . ' �.+"iti�-+�"�"'�/.• AM�?F'N+�RA.iwlis.�w� en:r�wa.w.uu..,... ia.._ .. _ - ... , '� �st `•� .. s •� r'd �'-+� L _ .t � r i . ..r.'.".b.r. ,�.,...'.�... 'x " «';Si:��1i'T n.S'a.;j�.:(,."..,,c7.w3Y :� �!=i•�!,"^c � `�� kir st::� �� � r! ,;���' i�''�c, t`: ?, s t c c u k< +Msaf�i. xxo- .•.•:• 5;.4:• r,40A :�.' t �` "tTe,f PY'�NSf.MMS•I.m!•7i�W.M'N.rs�lw.1jd.yW,ywty,��„ } +3c it�k` 1•�r�.r ki/i�t�� ti'i.."7"'k�.r�+e�Mrt�'� �,sS %}.�w �_ .C:r'•(Cj".s..':./ t't�t`_� °L.f.;s`�f`'-i.'tl T7T Ah Tavxt"% rV_ p»ksuj moigonr sluommoo I= Ppv % -4 A':. TV WZ . . . . . . ..... th ro OT Id. zq,ogj;w v �*Yf I wo 1: M. "70luo iv .q-qqr 'ff)Vf j MOM kJL plmq IM Mtm U131d jolde Atrup Ismw .1c . . . . ............. .. 4:N V A I%xf!VCR 'M kTv."AT_Z"' I' `Yll�i. riyw�ollM!�±�w�wt�rr�'�'.�"�"�-•___�R,... 1 ••_�- v a L •-, .lvl V I.I M.+}v+Jl„'dtS,L: '''i'YFV' VCYL54+•" , , 0i SELF ' ROUNDTREE CHIC NEW SINGLE FAMILYN, 011-250-076 PERM] NIEDERHOLZER, i• • Honey Run r ,' ' `' } ,� i-��'x •? Nj t ' - ���� iii •, " .d'- �' .. .r ,,J•S trc ,y .0 rk,,' r� �� i ,a+�i 41 i �j s r •-` y r 1 j• '�' { 'Y 1 7- iT r..'j ifr !'7' l��'!�•SM f.. F f."4� r �� 1, .. her q ,»:• r a" SA' i--., t ;Si .�:; ` 4 5 � � �+�,1"iG 'r �', �" 5 •;� � .kr�t=::�..i. !� .�e?�>}! �.� • • . ,r y �� it .,� +' +• 7 ;,i "i r � •tr •'_ 4. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County C Drive - Oroville, California 9 955-, Telephon (916) 538-7541 PERMLT No..,� APPLICATION. AND PERMIT 3 A'•SESSOR PARCEL NUMBER L D ,--/ _ , zoNING BUILDING PERMIT I OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ' mG/� s 7- -5.�� as C 9 S l aG OC> C_ o0 CONTAAC `♦E / - A) TELEPHONE Al CONTRACT S MAILINGADDRESS i Freplace p o CONSTRUCTION LENDER -' R UNKNOWN Total Valuation . S Z i3 LENDER'S MAILING ADDRESS - - Filing Fee S 20.00 Permit Fee $ f4a Chap ARCHITECMOftXNGINEER­ aft LICENSE NO. Plan Checking Fee Energy Plan Chec1"Li Fee $ Z3. ARCHITECT OR ENGINEER'S MAILILIDDRES 2 Penalty (/ $ BUILDWG ADDRESS r — -- — � PERMIT FEE $ / PL' B NG PERMIT FilirjdFee 20.00 Each rap 7.0062 00 LOT NO. SUBDIVISIO 'S NAME^r - ... -� "•QCK'=• ^ VIV USE OF STRUCTURE v''' /� SFO Duplex O Mobilehome ❑ Other SPECIFr So a %'t heat pump water heater 23.00 ter piping 15,00 �Q Each gas water heater or vent 15.00 Oo Gas piping system 1 - 5 outl3ds 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New X Addition O Remodel O Utilities O Installation O Other O Describe Work: r--1 �Dr PERMIT FEE Contractor ELECT CAL PERMIT Filing Fee 20.00 _ _ 7 - ( - ORS LICENSE LAW :k one) of Chapter 9, Division 3 of the Business and is in full force and effect. .ssification r s with wages as their sole compensation, will do T knot intended or offered for sale. (Sec 7044) contracting with licensed contractors. IS70 4) O 1 am exempt under Se Business and Professions de forthis reason ,� I Main Servi600V OR LESS 200A OR LESS I 23.00 Z dW 'Vain Ser/Ice ( 200A TO 1000A ) 46.00 N CON DWELLING OCC P. OR - (. a ACC. BLOS. ) SO, 3.50 pT, NEW NST. MULTI.OUTLET -NON- D. I BRANCH CIRCUITS ) @7.50 I POWER APPARATUS ) 8 SINGLE OUTLET CIR. x. Occu ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup. ( OUITLETs =., 'IRA. ) 5.00 Temporary Ser 'ce 23.00 Mobile Home Facl •ties 20,00 Misc. Wiring 23.00 WO KER'S COMPE46ATION INS NCE declare under penalty of perjury (check one): O This permit is for.$.100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Developm t Services, Building Division a Certificate of Workmen's Compensation I urance or a Certificate of Consent to Self -insure. '�' ❑ 1 shall not employ any person in any manner so as to become subje t to the Worker's Compensation laws of California. + Notice to Applicant: If after making this statement, should you b ome subject to the Worker's Compensation provisions of the Labor Code, you must f rthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 1S Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating_fi - Cooling Hood 6.50 Sc7 Ventilation PERMIT FEE $ _56. •t�c% Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Co;ndn consequen a of the granting of this permit. q X C Date ! Z,— lir— / 3 Signature of Appl ca t - O Owner O Contractor OX Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $/4/Sof S3 HA2. 1 D. FEES IMP F D CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY —Date— ate PERMIT EXPIRES ON (Date) Receipt No. —s a rz iV d5��°= WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK-INS`EC OR GOLDENROD -APPLICANT [R /fix Gl � 3 � ,6 L'J � X36 �2 `1 ��( COUNTY QF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965- Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT-�� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ElUtilities ElInstallation ElOther ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 000V OR LESS ) 2ODA OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) g 3.50 FT0,. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do 1 the work, and the structure is not intended or offered for sale. (Sec 7044) *I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWERAPPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.000 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood i 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County consequence of the granting of this permit. Q X / 4......... - '..Date �-%�( Si nature of App11 nt - ❑ Owner ❑ Contractor gent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ HAZ• I D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES ON (Date/ Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t t - �.f'i '�.'P^resit.^r��+J`r'�}Fi-"''y�y�«�1[�y } '�'" TI "y�c%•.J�J�� Y • t,r.�y,.�'��1'..i't"f'I `M•—i/i..rt r.eN►^-"y`I�J'✓'���vr'"i. COUNTYOFBUTTE -DEPARTMENTOF.DEVELOPME�ITSERVICES -BUILDING DIVISION 0 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 OWNER U (/G Proposed Building Use PERMIT APPLICATION DATASHEET A. P. No. 11-2 5-0 — Building Inspector ?<:> Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted. ..............................: . 2. Plot plans, 3/4 sets, signed by, preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5.. Hazardous Material Form . ............................................... 6. Energy Design Compliance and supporting documentation. `................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... i/ 10. Fees of $ 890?050 . ...... . �f 1 Impact fees as shown on attached schedule(!� �!�w.�.S�i��-fiPs �rpl� ...... . California Department of Forestry plan approval/fee . 3 • i -s-°�� 13. Flood elevation letter (100 year flood) by California E " n . .................. ✓ 14. Sanitation and plot plan approval GLI ,- P Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . Driveway permit (construction approval required prior to occupancy). . 20. Pre -inspection for required. ..t.8.,Id 9I�sp�or • _ ` (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate)of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner ,Mail to owner�. ........:: 24. Recorded copy of Agricultural Acknowledgement Statement . .............. . j� 25. Letter of signature authorization. ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ... . 27. 'Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... plan check lis ....... , 34. .......... . 33 vvnen ou issue the permit, process as follows: Mail to owner. Mail to contractor. TelephoneU and hold for pickup at �i.y�� office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: By Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Plans checked by Date I Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance V e owner location 72 - AP # Driveway permit has been issued for the above property. p 112- si/ature date At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE t w COUNTY, OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES _ BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER A.P. # /-�S-O- PROPOSED nn BUILDING USE ?�� O[ s DATE � p? .i REC. # DATE REC SCHOOL DISTRICT FEES 2. (paid at District Office)...... SHERIFF FEES ..................... --- (paid at Building Department) 6 Residential...... x unit amt. -- . Commercial (sqft) x sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ........................: 5. DRAINAGE DISTRICT FEES (Contact Land Development Division).............. SRA FIRE INSPECTION AND PLAN89.00 „ (paid Building 2y p3 at Department) ,, 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE 8/91 RESIDENTIAL PLAN CHECKING GUIDE �q 5 MISCELLANEOUS ITEMS TO LOOK OUT FOR (` Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter.30). t xterior plaster - weep screeds (Sec. 4706).. roper roof pitch for roof convering (Chapter 32). oof covering type - (fire hazard). oam insulation - protection. 6" halls and stairways. iving area over garage - complete 1 -hour separation required on garage side ncluding supporting walls and posts, etc. wo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516). ombustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. 15. Energy design. Flashing at all exterior openings. CDF responsible area requirements. w aj pro AID C'e, -se � U -k LA -0D a Xl� ��-14 RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) S LG�Z Bldg. Permit # OWNER R.(/I� A.P. # ��'" i1✓`-/�%.����/ 7 -2 -- Plan Checker 4-S GENERAL Zoning requirements: (sideyards and number of permitted living units). Valuation. /� Plans signed by designer. Imo. Proper description of work on application. Existing violations on property. QItems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN 1. Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. 3. Other buildings or structures. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map, ustible, and foundations). 7. FAU & FAS'road setback. (noise, CDF, fire sprinklers, non—comb- 8. Building or utilities across lot lines (Record form). FLOOR PLAN 1. Complete to scale plan with dimensions. .1 :3�Required windows for light and ventilation (Sec. 1205). . Required windows for second exit (Sec. 1204). i Skylights (Chapter 34 & Sec. 5207). b<55TTman impact glass (Sec. 5406). iW��-equired room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 2.10-8)'. Light fixtures, switches, receptacles, and exterior receptacles for main— tenance of mechanical equipme 9. Locations of water heatereating d cooling equipment, other electrical or gas equipment. 1'1'_ ­Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 — 3'0" exterior exit door (sec. 3304 M. replace and wood stove location, alcoves, and clearance. 1-3— detectors (Sec. 1210). i4!Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 11RU. Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. T3 Clerestory requiring balloon framing and/or engineering. . Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building 8. Roof construction details complete enough to construct building. -9" Fireplace construction details and calcs if necessary. 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. Adobe soils — special foundation design. 14. Retaining walls requiring design. 15. Special Inspection required. w r. CDF FIRE SAFE REQUIREMENTS 2_-T-7 2, AP # `l 3 - C4 , ? 'PERMIT # Under authority of PRC 4290, the following by the Butte County Fire Department and permit. These requirements are minimums Butte County local regulations which equal Field inspections will be made by the'Butte for compliance. NAME checked items are required are made a part of this and will be superseded by or exceed these standards. County Building Department [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Drivewav Standards kJ 1273.02 Surface. All driveway surfaces and structure's (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [� 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius. 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to,curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. (`i•1 2. The length of vertical curves in roadways exclusive l of gutters, ditches and drainage structures designed to hold or divert water shall be not less than i00 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from center of the road. [�1 1273.06 Turnouts. Shal..l h� a minimum of 10 feet wide and 30 feet long with a mir_mum 25 foot taper on each end. [�l 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 w -7Z Q3 —(039 L IC 0L,_ oO AP # PERMIT # NAME ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [)C] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�Cl 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. _ 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [>Q 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 .�• - Zs = 7 2oLAy4 AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not to exceedOo of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 turn to: �AGRICULTURAL STATEMENT OF ACMOWLEDGEMENT 9 4 - 8 7 2 8 :ia:ng Division FOR RESIDENTIAL DEVELOPMENT .Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of .a building permit. i I i The property described herein is adjacent to land or included 94-0187281 Rec Fee 15.00 within an area zoned for agricultural purposes, and residents I Check 15.00 of this property may be subject to inconveniences or ' Recorded I discomfort arising from the use of agricultural chemicals, Official Records I including, but not limited to herbicides, pesticides, and County of I fertilizers; and from the pursuit of agricultural operations Butte I including, but not limited to cultivation, plowing, spraying, Candace J. Grubbs I pruning, and harvesting which occasionally generate Recorder I dust, smoke, noise, and odor. Butte County has established 11: 29 a m 28 -Apr -94 I P U B L XX 4 agricultural zones which have as a priority use for productive_ - agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: State of California ) County of Butte ) On 4-22-94 before me, PROPERTYOWNERS' �_ _ !% personally appeared JIM SELF p 0Qf4ft/1;(¢qWA0/gt¢ (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 acknowledged 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 which the person(s) acted, executed the instrument. WITNESS my hand and official seal. OFFICIAL SEAL ANNIE G. SALVIEJO NOTARY PUBUC-CALIFORNIAt COMMISSION # 886094 Signature Seal: ' �,r BUTTE COUNTY 1 9 48-7-2-8___.__-� 94-09 10. 2 Order No. 2-156048 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Parcel 2 of that certain Parcel Map recorded in the office of the Recorder of the County of Butte, State of.California, on January 18, 1994 in Book 132 of Maps, at pages 60, 61 and 62. Portion of AP No. 011-250-074 PARCEL II: An easement for road and public utility purposes 60 feet in width, as shown on that certain Parcel Map which was recorded in the office of the Recorder, County of Butte, State of California on June 28, 1988, in Book 111 of Maps at pages 41 thru 43. PARCEL III: A portion of Section 30, Township 22 North, Range 3 East, M.D.B. & M., described as follows: An easement for road and utility purposes 60.00 feet in width, the centerline of which is described as follows: COMMENCING at a point that bears North 0 Deg. 11' 07" East, 481.23 feet from the Southwest corner of Parcel III as shown on that Map recorded in Book 64, page 38, Official Records; thence South 89 Deg. 48' 53" East, 17.58 feet to the point of beginning; thence North 48 Deg. 48' 30" East, a distance of 180.48 feet; thence along a curve to the right having a radius of 150.00 feet, a central angle of 28 Deg. 01' 10", a distance of 73.35 feet; thence North 20 Deg. 47' 20" East, a distance of 141.587 feet; thence along a curve to the left having a radius of 150.00 feet, and a central angle of 25 Deg. 10' 10", a distance of 65.89 feet; thence North 45 Deg. 57' 30" East, 266.69 feet; thence North 43 Deg. 31' 10" East, 116.40 feet; thence North 58 Deg. 19' 25" East, 244.31 feet; thence North 64 Deg. 45' 20" East, 48.23 feet to a point on the East line of Parcel I of Parcel Map recorded June 8, 1988, in Book 111, Pages 41, 42, and 43, Butte County Records, lying 120.00 feet Southerly of the Northeast corner of said Parcel I. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel II, described herein. PARCEL IV: An Easement for road and utility purposes described as follows: (Continued) 94-- 18728 Order No. 2-156048 Beginning at the Southwest corner of Parcel III as shown on that Map recorded in Book 64, Page 38, Official Records; thence North 0 Deg. 11' 07" East, 481.23 feet; thence South 89 Deg. 48' 53" East, 65.00 feet; thence South 0 Deg. 11' 07" West, 445.68 feet; thence South 67 Deg. 08' 47" West, 56.41 feet; thence South 44 Deg. 21' 52" West, 18.78 feet to the point of beginning. PARCEL V: AN EASEMENT 60.00 feet in width for road and public utility purposes along the following described centerline; BEGINNING at a point on the centerline of Eve'.s Lane as shown on that Parcel Map filed in Book 111 of maps at pages 41 through 43 of Butte County Official Records, said point being on curve "B" of said centerline; thence North 530 36' 32" East, 195.27 feet; thence South 83° 19' 11" East, 139.31 feet,to a point on the West line of Parcel I as shown on the aforementioned map. Said point lies North 00 11' 07" East, 121.16 feet from the Southwest corner thereof. PARCEL VI: Being a portion of Parcels 3 and 4 as shown on that certain map filed for record in Book 128 of Parcel Maps, at Page 13, described as follows: A 60 foot wide Road and Public Utility easement lying 30 feet on each side of the following described centerline: Commencing at the Northeast corner of said Parcel 4; Thence leaving said commencement point along the East line of said Parcel 4, South 00° ill 07" West, 545.65 feet to the TRUE POINT OF BEGINNING for the following described centerline; Thence leaving said Point of Beginning and said West line of Parcel 4 South 560 29' 40" West, 156.34 feet; Thence South 670 38' 41" West, 79.77 feet; Thence South 53° 31' 08" West, 51.58 feet; Thence South 460 36' 43" West, 91.94 feet; Thence South 630 43' 53" West, 77.77 feet; Thence following a curve to the left, along a radius of 175.00 feet, through a central angle of 540 30' 11" a distance of 166.47 feet; Thence South 360 29' 53" West, 22.28 feet; (Continued) •=z: 4- 18 7 2 8 94-09105 Order No. 2-156048 Thence South 250 33' 47" West, 110.93 feet; Thence South 38° 22' 49" West, 79.70 feet; Thence South 58° 02' 34" West, 48.73 feet; Thence following a curve to the left, along a radius of 75.00 feet, through a central angle of 280 55' 53" a distance of 37.87 feet; Thence South 360 06' 12" West, 110.21 feet to -the West line of said Parcel 3 and the terminus of said centerline. wm I END OF DOCUMENT PAN REVIEW RESPONSE ARM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A CnDY OF Vn"R PIAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL DI AMC OWNERS NAME �-b i DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: Av 5,j.<, ' t-7 :Zo o b PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: l L d�9+e1%d J PJSS COMMENTS: `Aj Il/.Sgd �%IPLISS �CS /SN 'TiJ/� S: CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # r TION ON PLANS/CALCS: August 17, 2000 Bob Niedelholzer 1951 Honey Run Rd. Chico, Ca. 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-250-076 Building Permit Number: 99-2798 The above referenced building plans were reviewed by this office. Please respond in writing to each comment. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Size truss A5 for mechanical loads. Provide two copies of revised truss calcs. 2. Review of the building plans by the Butte County Building division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Previous review was voided per your submittal of new plans. Full review will be conducted. Enclosed is a new plan review response form. Resubmittals must be accompanied by this form, filled out in full. If more than one .party is responsible for the items on the plan check list, then each party must complete their portion before resubmittal. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. 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 Fridays. Sincerely, Martha Whitney Plans Examiner cc: Gary Hawkins J MAN REVIEW RESPONSL90RM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vale response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo, response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN WITH REVISED -AND ORIGINAL PLANS. OWNERS NAME DATE: t65 "EA 9RZ"t_?-Fq2- 6 -14-c>0 ASSESSORS PARCEL NUMBER PERMIT NUMBER (RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: / LOCATION ON PLANNS//C'ALCCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # °' RESPONSE BY: emr �'�'i/C LOCATION ON PLANS/CALCS: CCc iGrj 4TT ,ISO T.C'uv4 Weir Y&j COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:"i�1 rA RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # � (RESPONSE BY: COMMENTS: 9 I� LOCATION ON PLANS/CALCS• Nv %re:wr-- . MA PLAN CHECK ITEM # 7 RESPONSE BY::� LOCATION ON PLANS/CALCS: COMMENTS: 11-0=� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS.- PLAN OMMENTS. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS%CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: • • Gary Hawkins ARCH ITECT June '22, 2000 Butte County Building Division 7 --County Center Drive Oroville, Ca. 95965-3397 RE:� Bob Niederholzer 1951 Honey Run Rd. Chico, Ca.95928 Plan Check No. C19-.2798 AP # 011 - ?.S0 - 6 7 !Q I have reviewed the truss engineering from Longfellow Lumber Co. Inc. for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements. While these documents have been reviewed to verify compliance with structural criteria, It shall be noted that the verification of exact truss dimensions is beyond the scope of our review and shall be the responsibility of others. If you have any questions regarding this item, please do not hesitate to call this office. + ' 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch®emall.msn.com COUNTITOF BUTTE - DEPARTMENT OF DEVELOPMER!SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING Ott- z5cm -0-76 P_ K- 5 PMT. / OWNER: 1309 No: PHONE: 'a4!5 — 7G 9 5 MAIL ADDRESS: 19 S I RWEYRUt4 P-50 C 41Cv . CAL. 9S92,13 No: Yes: X SITE ADDRESS: Sx E IN O,'iz4ER ;uta T� L) WED 'A tV0(J SE wh ICti . TAICf S'r_'_r 4; r c , k , e, PROPOSED USE: KAMM H A'DVAt( AC%i of :A StAv-rLrVL_ RZAL L.,A.MV ".3CA'?E 1VCYl; OcJT U-qWG A ­rWG F'bRY `D1` S(6(4 Z tAA\1E CAWSE)A A ?.A*1>W.N.G off. s-rogty `FLM 2MVE'D 'KA% n'4t-- 'EAW SPAW9 r `PJkLLCAO KLAN S i)kA-% t44 Iia iz- XE. CDN SMW_ !U W ` mSES .Z.XK NoW LN ANG IN li�> Ft�sr �I SSE AMO AM IMdV /ALL'' TO �Li1L:D WE-SF�CC)f* ONE •Zii}� S&MAI S-MV0" PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORA, PRECEDE EACH COMMENT WITH RELATED QUESTION 0) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 2. Is the structure already bud under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach fines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify ebsting access to a county maintained road? 13. Will the proposed structure encroach within any recorded easement? CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? 15. Will this building be heated or cooled? 16. Will this building have a water closetttoilet? 17. Will this building have a sink? 18. Will this building have a water heater? cxpoN« 19. What type of floor covering will the building have? T I LV_ - 20. What type of wall covering will the building have? 1Pld4S'1Tz Yes: is No: Yes: Yes: No: Yes: No: No: Yes: X No: Yes: No: Yes: X No: Yes: X No: Yes: X No: Yes: X No: Yes: No: Yes: No: Yes: No: Yes: No: Yes: X No: Yes: X No: Yes: X No: Yes: X No: Yes: x No: ADDITIONAL INFORMATION: TKI S - WrosEP Buic l N G l S BU -1 A -Pi►RT OV- 09E 0 Uu SE j ^ 14 U NE F -01Z Cxjzi r-AmkL`/ TO T--11SURF $UGN USE 9 Z ISE CUoKING ADPL►AL)cf-S PEZESEN-t Ly IN USE WILL MOVE -b ?U Z HE �It.� 111G ia�R£ PY-O?osE'b,`l l-I� �r2>`vli�u>uy / F.zIS� 1116 1L_b%)AG VUtLL `0461-t. • T-Cc.�NE KUCU'A l iS--EAr D L-1 8RA " Cid L'►3S _441 I hearty affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. i understand that Real Estate Disclosure laws require disclosure of this information J or when offered for sale. JUNE 2.-�_ 199 >1c ( S , 99 OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: (� C°6S 00/23/ DATE: COMMENTS: o ie- FofZ A-PP2iivA-L_ IZ z %j ,1t ck- 12 10 1 n k January 24, 1999 Bob Niedelholzer 1951 Honey Run Rd. Chico, Ca. 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-250-076 Building Permit Number: 99-2798 4 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your structural review letter. Please have your architect of record address the enclosed items. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. 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 Fridays. Sincerely, Martha Whitney Plans Examiner cc: Gary Hawkins r APN: 047-500-037 -- Plancheck Comments Niederholzer Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.). 2. Provide note stating that the glue -laminated and VSL fabrication shall be performed in an approved fabricator's shop in accordance with UBC 1701.7.. Note should also indicate that a glue -laminated and VSL beam inspection certificates shall be submitted to the field inspector prior to completion of the framing inspection in accordance with section 1704.6.2 of the 1997 UBC. 3. Adjust shear wall capacity found in the calculations to those found in the ICBO report NER-272 dated September 1, 1997 for the use of box nails. This NER report gives allowable stresses based on the nail diameter and the plywood thickness. Sinker and Box nails have the same wire diameter, 0.113". 4. 0. K. 5. 0. K. 6. Provide a foundation analysis for all the shear wall foundations clearly indicating soil pressure and demonstrating that the foundations at these locations have the appropriate safety factor for overturning and sliding, for seismic and wind conditions. UBC 1605.2, 1605.2.2 & 1809.2. Also include a structural analysis of the foundation itself indicating that the foundation is in accordance with UBC 1910 & 1911. 7. Calculations for RB -2 show a point load of 2524#. Truss calculations for truss Al has much higher reactions computed. Please clarify the location of all beams and headers in your calculations, a road map in the calc package is a great help. • N. e • 9. Is the slab at the carport intended to be supported by detail 1/4 or 3/4? Does detail 1/4 apply to these plans? 10.O.K. bi!-�So-o7{� • APN: Plancheck Comments Niederholzer Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information, and/or make revisions on plans, specifications and calculations as follows: 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.). , 2. Provide note stating that the glue -laminated and VSL fabrication shall be performed in an approved fabricator's shop in accordance with UBC 1701.7. Note should also indicate that a glue -laminated and VSL beam inspection certificates shall be submitted to the field inspector prior to completion of the framing inspection in accordance with section 1704.6.2 of the 1997 UBC. 3. Adjust shear wall capacity found in the calculations to those found in the ICBO report NER-272 dated September 1, 1997 for the use of box nails. This NER report gives allowable stresses based on the nail diameter and the plywood thickness. Sinker and Box nails have the same wire diameter, 0.113". 4. When checking the overturning moment, the resistive moment needs to be multiplied by 2/3 for wind conditions and 0.85 for seismic. It appears that the dead load from the walls has been reduced a little when computing the resistive OTM, but it is unclear what reduction factor is used in the calculations. A dead load of 14 psf is used in the calculations for the weight of the roof. Please clarify. (Also when the wind condition is controlling and roof dead load is used to resist the OTM, include the roof uplift pressure due to the wind. 5. Calculations show that Wall Line 1 has (4) Y-0" walls resisting the lateral forces. Plans show (2) 3'-0" walls, please clarify if the plans are to show two more walls or if the calculations need to be changed. 6. Provide a foundation analysis for all the shear wall foundations clearly indicating soil pressure and demonstrating that the foundations at these locations have the appropriate safety factor for overturning and sliding, for seismic and wind conditions. UBC 1605.2, 1605.2.2 & 1809.2. Also include a structural analysis of the foundation itself indicating that the foundation is in accordance with UBC 1910 & 1911. 7. Calculations for *_2 show ap oint load of 2524#. Tru9cal6ulations for truss Al has much higher reactions computed. Please clarify. 8. Typical header at the covered porch was designed with a load of 526 plf. Truss calculations show a much higher reactions, please clarify. 9. Is the slab at the carport intended to be supported by detail 1/4 or 3/4? 10. How is the roof ventilated? If a ventilation strip is added at details 4/5 or 5/5 then the shear capacity of the lath and plaster will be impaired. Please verify ventilation requirements and that the shear capacity of the lath is adequate, or provide other means of shear transfer. May 26, 2000 Bob Niedelholzer 1951 Honey Run Rd. Chico, Ca. 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-250-076 Building Permit Number: 99-2798 The above referenced building plans were reviewed by this office. Please respond in writing to each comment. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your school fee form. Pay any required fees at district offices and return yellow copy to the building department. (New form for revised square footage) 2. This house will be the second dwelling unit on this parcel and thus will require a Use permit from the Planning Department. Please contact that department'for the requirements and application. Or, you may provide a letter stating that the kitchen facilities will be removed from existing unit. 3. Upon review of resubmitted plans, we note that this structure has changed significantly enough to warrant a full plan check. Square footage, energy calcs, truss calcs and engineering have all changed. Please provide two new sets of truss calcs for this structure. Engineer is to provide a letter stating that he has reviewed and approves the truss package per his lateral design. In addition, new plan check fees will be added to this permit. A complete review cannot be made until the new truss package has been submitted. The only engineering I have submitted with this project is dated from 12/99. 4. Fire sprinklers are required for this structure. Application for this permit may be taken out by the property owner or a licensed C-16 contractor. Plans may only be prepared by a licensed C-16 contractor. Fire sprinkler and building plans will only be issued concurrently. 5. Architect of record is to review and approve trusses per his lateral design. /Provide two new floor plans and two new plot plans to Envirto ental Health Department for approval and clearance. Previous approval is void because of changes to floor and plot plans. 6. N100 7. Please provide a third set of plans as only two were submitted and previous plans are significantly different. Enclosed is a new plan review response form. Resubmittals must be accompanied by this form, filled out in full. If more than one party is responsible for the items on the plan check list, then each party must complete their portion before resubmittal. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. 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 Fridays. Sincerely, Martha Whitney Plans Examiner cc: Gary Hawkins December 23, 1999 Bob Niedelholzer 1951 Honey Run Rd. Chico, Ca. 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-250-076 Building Permit Number: 99-2798 11 4 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your school fee form. Pay any required fees at district offices and return yellow copy to the building department. 2. This house will be the second dwelling unit on this parcel and thus will require a Use permit from the Planning Department. Please contact that department for the requirements and application. 3. Your plot plan is to accurately show the location of Little Butte Creek and the 100 foot " No Disturbance Zone on either side of the creek. No structures may be located in this 100 foot setback. 4. Fire sprinklers are required for this structure. Application for this permit may be taken out by the property owner or a licensed C-16 contractor. Plans may only be prepared by a licensed C-16 contractor. Fire sprinkler and building plans will only be issued, concurrently. 5. Architect of record is to review and approve trusses per his lateral design. 6. Plans have been sent out for structural review. I will contact you and your architect when this review is recieved. 7. Provide manufacturer 'ssp ecifications on AC unit with a SEER 67. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. 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 Fridays. Sincerely, Martha Whitney Plans Examiner cc: Gary Hawkins *AN REVIEW RESPONSLOhRM firesponse n order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. his form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val: to every item requested in our plan correction letter. "By others" is not considered a valid response. 'Please indicate yo, response to each item and the location where the information can be found on the pLvWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: J &5 Aj -?- f5111r1;1- I ASSESSORS PARCEL NL RESPONSE FOR PLAN C DATED: 6— `. 100 PERMIT NUMBER -776b Z(xo PLAN CHECK ITEM # D RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: Nth ' /t %�/rs� l C� L %3v�:/ S �r� �� /�ff�3.1. G /o y7 t•V`d .. PLAN CHECK ITEM p PLAN CHECK ITEM # RESPONSE/BAY: / LOCATION ON PLANS/CALCS: LOCATION ^ON�(P�LANS/CCALCS: COMMENTS: Nth ' /t %�/rs� l C� L %3v�:/ S �r� �� /�ff�3.1. G /o y7 t•V`d PLAN CHECK ITEM # AESPONSE BY: /// LOCATION ON PLANS/CALCS: LOCATION ON'PLA//NS/CALCS: COMMENTS: V%�LV ✓^ LL,/k'L• N"YL. C. O@ /"r.r , / f �' PLAN CHECK ITEM# a ¢ RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Ole. 5 RESPONSE FOR PLAN CHECK LETTER DATED:-c�'L1Zioii' PLAN CHECK ITEM # RESPONSE BY: S: LOCATION ON PLANS/CALCS: tt�r 4t PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /�� ' %rfZ PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 0/4 6 . COMMENTS: PLAN CHECK ITEM # RESPONSE BY:I LOCATION ON PLANS/CALCS: COMMENTS: /S 00 17 PLAN CHECK ITTEMMr# RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: (PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ICOMMENTS: I . W344=94MAW G,,- E. - 0 0 W E D Cl:--: 0 E. G A F."i" H A W I N'E. TTI: `*evelop.n) eint Services 0 W ", 0 Depapt.-ment of Alf A Building Divis' 7 Cowity Cei)tu Drive 0 Orcivilit, CA 95965 0 5-0) 538-7541 (5,30) -SR-214011 AX I � 1) Junw 26, 1999 Bob Niedelholzer 051 Honey Run Rd. Chico, Ca. 95928 Pareel'NLIMIC)el: O 1-250,016 "Builcfi.iig �trrnit Nuanber: 99-2798 The:above referenced bUilding plaits were reviewed by this otfice. Please respond in writHig to. each eornmeat by creating a response letter. Indicate whdch detail,. qnecifltcation, or c'alculatioiil shows the requested ;nforniarion. Your oomplete. a -it L , i dear response will expiate the re -check and approval of this project, Provide additional Itiffbirmation and/of nuke i---vision.s to plans, - specifications and calculations as follctvvs- i Euclostd is your structurall review letter. Please have your architect of record addcess each item aInd return resubmittal along with your resubm.ittnil for the item -s- frim the plan cfiec.k- letter cif May 26. A full plan check of this stoucture, ca-rmot b-- done until receive tn.iss aild czIc-'s m r Oy a encleising the plan check lett r from IN.tay 26 11or your c.onvenjenc.e. Plat, Ov-,cirl- will continue upon receipt of all of the above items. ?%dditional items rnav be required when Your plLin ch.eck is resurned. Tf yoLl wish t6 disc -UL s :arty feq-tj,remerti, you may contact me at (530) 538-754J. between I'00 PAM, and 4.-00 P. L, I\Ionday throuch FrIdays, SJ I*ccrely Plans )=.xamitm-r cc. Gary Hawkins - r] y111�— I F.-00 WED 08 : 0 7 GAR'r' HAWV." I N d � APN: 047-500-037 -- Plancheek C omnitnts Niederhoizer Residence The above referenced building flans were revie"'ed bbl, this office-. Please resoond in writin` to each comment by creating a response letter, Indicate which detail, specification, or calculations sho«'s the requested information. Your complete and clear response will expedite tile, re -check and approval of this project. Neasle be stere to include on elle ie•-SuiiITllttai tile, engir9eer's et" statnp, si naturd, re•g;9.stration number and expiration date on all Sheets of the plans depicting the desi fined elements- and cover Sheets of the calculations. Provide additional inforritation aj.idjor imake rev9.s9ons on plans, specifications and calculations as follows: 1. Engineer to provide evidence of review for truss designs. A subn9ittal in the fonn of a letter can be made to the. Butte County Building Department stating that the Truss design 9s in accordaiick ,vith the structural Catculation'package, (e,P.., with regard to geometry; loadin' conditions, etc.), 2. Provide note stating that the glue -laminated and VSL fabrication shall be perfonned in an approved fabricator's shop i t accoi:dance with UBC 1701.7. Note should also indicate. that . a glue-liarnin.ated and VSL bean,. inspection certif-Icates shzill. be submitted to the field inspector prior to cornpleti.on of the framing inspection in accordance tvlth section 1.704.6.2 of the 199; UBC. 3. A.d*wt shear wall capacity found in th'c Calculations to those found in tile. ICBG report NER-272 dated September 1, 1997 fc?r the use of box nails. Tiflis NER report gives allowable !.tresses based on the nail diaineter an.d the pl_yv;ood t. thickness. Sinker and Lor nails have the smile ,,Dire. diatileter, 0-11.3". 4, 0,K, 5. 0.K. r 6. Provide a i�tllxiaUoti. analyl..ot all the shear• �',ai! fnur� laU_,riS Glearll- 1nd9C:�ting sail. pressunj and de.inonstrabn6 t1i[it-h," ' foundations at these locations have the appropriate saf-'tv _factor for o:'ertuming and sliding"for se1v9139G and wind conditio9as- UBC 16.05.2, 1605.22) & 1809.2. :also include a structural analysis of the foundation itself that tine foundation is in accordance \vitla Uf3C 1.91.0 t 1.91..0.. Calculations for RFS -2 Show a point,1 ati of'252441 . r_:s.s calculations for truss X11 has much higher reactions computed4 Please clar.f -, the locatio.r.: of all beams and headers in your calculations, a road n ap in the talc package is a g.reat help. tit - �.� �.r:..--:w"�°: hem �: �ti . � � � � 1 � .. . "c.�. ,."k.,�,,+•'+,.�. - - ._ � .-. 7 P. 02 i AUG -1r.-4_0 WEL, �_�:3 0 i�i1F:''i',HAWP-:IHS" i.' _�.�=i:=:•�'��7�=t�3- P.03 C v. ` ' 9. Is the Slab at the camon hitcrided To be supported by detail 1/4 or 3'4'? Does &tail 1/4 apply to these plans? 10. O.K. 0 PRC -ECT PROCESSING I F- :ORD APPLICANT: A/I ederkolzof- OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE r• • • 1w i n a� RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCF.T LAAEOUS ONLY Owner: _iP,� h��E� Building Permit Number: Plans Examiner: r / l/�� A- P. Number: f. NERAL: 1. Zoning requirements — (number of permitted living units). . Building permit valuation Plans signed by the designer. . Proper description of work. on the application. Existing violations on the property- Recorded ropertyRecorded notice of violation. . PLOT PLAN: Complete parcel size and dimensions. t. 2. Setbacks, side yard, easements, Etc. �( L . Other buildings or structures. 0 4. Grading, fills and/or drainage. ('�Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAIN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar; and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Pluifibing°Code 509& 1213.5). Prohibited locations of gas heating'equipment (Unifonn.Mechanical Code 304.5). Garage fire«all separation - requirtnl on garage side mcludmg supporting walls`and posts (Uwform Building Code section 302.4 excep3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). y Smoke detectors (Uniform Building Code section 310.9.1). 5 Water closet clearances (Uniform Plumbing Code 408.5). 1�. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 7'UC 0 orm Building Code section 2320.5.4). tandard bracing or engineer esrgn orm ui ding Code se6 ion 2320.11.3). 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. �n Roof construction details complete enough to construct building. o�_>j ZL 7—ruAO Iq r �9. Rafter ties or bearing ridge beam. Fiieplace construction details and calculations if necessary. ,14. Garage door header size(s). Porch header size(s). ,3: Stud heights. Expansive soil — special foundation design required. ?.6.. Retaining walls requiring design. Special Inspection requirements. 17.. Header sizes.. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): . f Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). , Exterior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). - Roof covering type -(fire hazard). ,y Foam insulation - protection. — — halls and stairways (Uniform Building Code section 1004.3.3.2). fk: Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). .:11. Attic access and ventilation (Uniform Building Code section 1505). 12.. Combustion air for fuel burning appliances = LPG requirements. Sound requirements. Energy design compliance and supporting documentation. A Flashing at all exterior openings. 16 CDF responsible area requirements. 17. Building Permit requirements: 17.1. 17.2. o d -elevation -c 17.3. Fire Sprinklers . 17.4. pec Inspection requirements. 17.5. _ Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 go • DRAFT COPY RESIDENTIAL PLAN REVIEW GUIDE SINGLEFAMILY, DUPLEXAND MISCF ,LANEOUS ONLY Owner: - Ub AJt 1 de r'h01 Z PK— Building Permit Number`* ' _off 7.9 5 .4 Plans Examiner: IryW A- P. Number: 250 - 07(-,a GENERAL: 1. Zoning requirements — (number of permitted living units). ���� , f -�y a 1� tz A 1991 1n 2. Building permit valuation. _ /3: Plans signed by the designer. ' Proper description of work on the application. (�t/ Existing violations on the property. Recorded notice of violation. PLOT PLAN: 1. _Complete parcel size and dimensions. �Setbacks, side yard, easements, etc. /Gn �TEJ Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). 7... FAU & FAS road setback. X Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). ,Y. 10% of natural light and 5% ofventilation (Uniform Building Code section 1203). -Jr Egress windows (Uniform Building Code section 310.4). ;e,.Skylights (Uniform Building Code section 2409 & 2603.7). XGlazing in Hazardous locations (Uniform Building Code section 2406). �Gequired room sizes and ceiling heights (Uniform Building Code section 310.6). FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 18� Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 ekception #3). J,r Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). ,O'Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 DRAFT COPY UCTURAL DETAII. Conventional construction — n ually shaped buildin s (Uniform Building Code section 2320.5.4). 2. Standard bracing engineered desi ru orm uilding Code section 2320.11.3). 3. Clerestory requiring ba oo and/or engineering. 4. Three story building requiring engineered calculations and plans. Q Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. ,S Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. Stud heights. Expansive soil — special foundation design required. Retaining walls requiring design. ((-6. Special Inspection requirements. �� Header sizes. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). 6. Roof covering type — (fire hazard). 7. Foam insulation — protection. 8. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 10. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11. Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances — LPG requirements. 13. Sound requirements. 0. )nergy design compliance and supporting documentation. ` Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Pe uirements: 17.1. 17.2. certificate. 17.3. Itection required. 17.4. requirements. 17.5. ditions. 17.6. ousing letter. Page 2 of 2 • CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------- Project Title.......... NEIDERHOLZER RESIDENCE. Date..05/17/00 10:07:31 Project Address........ 1951 HONEY RUN ROAD. *******--------------------- CHICO *v5.10* �?9- a79 Documentation Author... GARY HAWKINS ******* Bu d mit Gary Hawkins Architect �r-0C1 1370 Ridgewood Dr, Suite._10 Pian Check /Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 _____________________ Compliance Method....... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. I MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 ----------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Condi tioned.Floor Area..... 1390 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 315 deg (NW) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 45 a of floor area Average Glazing U -value.... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 10.8 ft Component Frame Type ...Type. ------------ ------- Wall Wood BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments R-17.8 R-0 Roof Wood R-11 SlabEdge n/a. R-0 R-27 R-n/a R-17.8 R-38 FENESTRATION ------------ ------- ------------------------ 0.065 FRONT, LEFT, ATTIC BACK, RIGHT 0.025 ATTIC, VAULT F2=0.760 to outside le- Over- Exterior hang/ Shading Area U- Yes Interior Orientation -------------------- Standard (sf) ----- Value ------ SHGC Shading Door Front (NW) 80.0 0.400 ------ 0.350 -------------- Standard Window Front (NW) 21.0 0.400 0.350 Standard Window Front (NW) 7.0 0:400 0.350 Standard DoorFront (NW) 40.0 0.400 0.350 Standard Window Front (NW) 12.0 0.400 0.350 Standard Door Front (NW) 53.4 0.400 0.350 Standard Window Front (NW) 16.0 0.400 0.350 Standard Window Left (NE) 40.0 0.400 0.350 Standard Window Left (NE) 15.0 0.400 0.350 Standard Window Back (SE) 16.0 0.400 0.350 Standard le- Over- Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes S tadr,d anlard", Yes Cft-y'es QSPtLa q'm rd� Yes Standard EPAA Xp ASa=�td Ye s ar�cl Y s °Yes Standard I T Z CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- Project Title..*........ NEIDERHOLZER RESIDENCE Date..05/17/00 10:07:31 ---------=--------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.1.0 File-NEIDER Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 - ------------------------------------------------------------------------------ FENESTRATION REMARKS Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins ------------- Door ------ Back ----- (SE) 53.4 ------ ------ 0.400 0.350 --------------- Standard -------------- Standard ----- Yes Door Back (SE) 40.0 0.400 0.350 Standard Standard Yes Window Back (SE) 12.0 0.400 0.350 Standard Standard Yes Window Back (SE) 60.0 0.400 0.350 Standard Standard Yes Door Back (SE) 80.0 0.400 0.350 Standard Standard Yes Door Right (SW) 80.0 0.400 0.350 Standard Standard Yes SLAB SURFACES ------------- Area Slab Type (sf) Standard Slab 1390 HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Thermostat Equipment ---------------- Type Efficiency ------------ Location ------------ R -value Leakage Manual ---------------- D Type Gas 0.800 AFUE Attic R-4.2 --------- No No ------- Setback AirCond 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ---=----=--- Storage ----------- ------------------- Gas Standard ------ 1 -------- ------ 0.60 50 ---------- R- n/a REMARKS 13 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title.......... NEIDERHOLZER RESIDENCE Date..05/17/00 10:07:31 MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -FORM CF-1R ------------User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 I ---------------------------------------------------------------- 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 Modeling Assumptions section. DESIGNER or OWNER Name.... GARY HAWKINS, Company. GARY HAWKINS ARCHITECT' Address. 1370 Ridgewood Dr. ste 10 Chico, Ca. 95973 Phone... 530-892-2700 License.. C- 869 Signed.'. `' c 9 ` (d to ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... GARY HAWKINS Company. Gary Hawkins Architect Address. 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 Phone... 530-892-2700 Signed. . (date) 'rIE Uev l b DIp, AQPP - �Y. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title... .. NEIDERHOLZER RESIDENCE Date .05/17/00 10:07:31 Project Address........ 1951 HONEY RUN ROAD ******* --------------------- CHICO *v5.10* Documentation'Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... ------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------ I MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 I --------- -------- ---------- ---------- ---------------- Note: 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 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 wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab­edge'insulation - water absorption rate no greater than 0..30, water vapor transmission.rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration-controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have: =tom to comply with? Gas Appliances ,P MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project -Title ............ NEIDERHOLZER RESIDENCE Date..05/17/00 10:07:31 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 ------------------------------------------------------------------------------- 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. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets cert'if'ied by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe -and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back -up -tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened,. and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 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 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric Ur resistance heating and no pilot light.z " ti 2. System is installed with: v$�!°� a. At least 36 inches of pipe between filter and heat.=-r'� A for future solar heating. �'�'�" MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF-1R Project Title.......... NEIDERHOLZER RESIDENCE Date..05/17/00 10:07:31 MICROPAS5 v5-10 File-NEIDER. Wth-CTZ11S92 Program -FORM MF -1R I User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 I -------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation PUMP time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning Pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150(k)1: Luminaires for general lighting in kitchens shall have -lamps with an efficacy of 40 lumens/watt or greater for general lighting -in kitchens: This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt-or-greater switched at'the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(kj2.; and recessed ceiling fixtures are IC (insulati.on cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project Title..... NEIDERHOLZER RESIDENCE Date 05/17/00 10:07:31 Project Address........ 1951 HONEY RUN ROAD ******* --------------------- CHICO *v5.10* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone.......... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------ I MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -FORM C -2R _-User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 --------------------------------------------------- ---------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ---------------- Design ---------- Design Margin = _ Space Heating.......... 21.91 ---------- 26.69 ---------- - -4.78 - = Space Cooling.......... 15.80 13.02 2.78 - = Water Heating.......... 16.63 14.36 2.27 - = Total 54.34 54.07 0.27 = _ ***.Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1390 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 315 deg (NW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......:.. Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average -Ceiling Height..... Slab On Grade 1 14960 cf 1390 sf 45 0 of floor area 0.4 Btu/hr-sf-F 0.35 10.8 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.... NEIDERHOLZER RESIDENCE Date 05/17/00 10:07:31 MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -FORM C -2R -User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 I ------------------------------------------------------ BUILDING ZONE.INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) -- Units itioned Type ----- (ft) (sf) Credit HOUSE ------------------ ----- -------- Tilt Residence 1390 14960 1.00 Yes Setback 2.0 Standard No OPAQUE. SURFACES Surface ------------ HOUSE 9 S1abEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments ----------- ----- ---------------------- 19 1 0.760 R-0 No to outside Orientation ---------------------- HOUSE 1 Door Front (NW) 2 Window Front (NW) 3 Window Front (NW) 4 Door Front (NW) 5 Window Front (NW) 6 Door Front (NW) 7 Window Front (NW) 8 Window Left (NE) 9 Window Left (NE) 10 Window Back (SE) 11 Door Back ' (SE) 1.2 Door Back (SE) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- --- ---- -------------- -------------- 80.0 0.400 Area U- Insul Act 0.350315 Solar Form 3 Location/ Surface (sf) value R-val ----- Azm Tilt Gains Reference Comments HOUSE 53.4 0.400 0.350 --- ---- ----- ------------ ---------------- 1 Wall 388 0.065 17.8 315 90 Yes W.19.2X6.16 FRONT 2 Wall 188 0.065 17.8 45 90 Yes W.19.2X6.16 LEFT 3 Wall 105 0.065 17.8 45 90 No W.19.2X6.16 ATTIC 4 Wall 356 0.065 17.8 135 90 Yes W.19.2X6.16 BACK 5 Wall 231 0.065 17.8 225 90 Yes W.19.2X6.16 RIGHT 6 Wall 38 0.065 17.8 225 90 No W.19.2X6.16 ATTIC 7 Roof 330 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 8 Roof 1060 0.025 38. 315 27 Yes R.38.2X4.24 VAULT Surface ------------ HOUSE 9 S1abEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments ----------- ----- ---------------------- 19 1 0.760 R-0 No to outside Orientation ---------------------- HOUSE 1 Door Front (NW) 2 Window Front (NW) 3 Window Front (NW) 4 Door Front (NW) 5 Window Front (NW) 6 Door Front (NW) 7 Window Front (NW) 8 Window Left (NE) 9 Window Left (NE) 10 Window Back (SE) 11 Door Back ' (SE) 1.2 Door Back (SE) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- --- ---- -------------- -------------- 80.0 0.400 0.350 315 21.0 0.400 0.350315 Standard/0.76 7.0 0.400 0.350 315 40.0 0.400 0.350 315 12.0 0.400 0.350 315 53.4 0.400 0.350 315 16.0 0.400 0.350 315 40.0 0.400 0.350 45 15.0 0.400 0.350 45 16.0 0.400 0.350 135 53.4 0.400 0.350 135 40.0 0.400 0.350 '135 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90- Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.;76 Standard/0.68 90 Standard/ 01:7f6''�i,,Standard/0.68 90 90 S t andard� 0-�7 6 Standard/'O:JW `S tand&,rd <0. 6 8 tandar`d/0.68 90 Standard/9:-..76 SNZdard/0.68 90 StandaIa*N ? . Pitandard%'Oa.68 90 Standard/0 - `$,agn�d,! ,.d/0 .68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title... NEIDERHOLZER RESIDENCE Date..05/17/00 10:07:31 MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 I --------------------------------------------------- FENESTRATION SURFACES Orientation Area (sf) ---- . U- Value ----- SHGC ----- Act Azm Tilt Exterior Shade Type/SHGC Interior Shade Type/SHGC 13 14 Window Window Back (SE) 12.0 0.400 0.350 --- 135 ---- 90 -------------- Standard/0.76 -------------- Standard/0.68 15 Door Back (SE) 60.0 0.400 0.350 135 90 Standard/0.76 Standard/0.68 16 Door Back Right (SE) (SW) 80.0 80.0 0.400 0.350 135 90 Standard/0.76 Standard/0.68 0.400 0.350 225 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface---- -- - - - - (sf) WdthHgthDpth Hght ExtExtExtDpth Hght Ext- Dpth Hght HOUSE 1 Door 80.0 n/a 6.67 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 21.0 n/a 3.5 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 7.0 n/a 3.5 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 40.0 n/a 6.67 10.5 1 n/a n/a._ n/a n/a n/a n/a n/a n/a 5 Window 12.0 n/a 6 10.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 53.4 n/a 6.67 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 16.0 n/a 4 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 4,0.0 n/a 6.67 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 15.0 n/a 5 42 1 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 16.0 n/a 4 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 53.4 n/a 6.67 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 40.O'n/a 6.67 16.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window .12.0 n/a 6 16.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 60.0 n/a 5 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 80.0 n/a 6.67 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door. 80.0 n/a 6.67 12 1 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1390 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... NEIDERHOLZER RESIDENCE Date..05/17/00 10:07:31 I MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -FORM C -2R ------------User#�MP0666 User -Gary Hawkins Architect Run -PLAN 1390 I System Type -------------- 7 - HOUSE Gas AirCond Tank Type 1 Storage WATER HEATING SYSTEMS --------------------- Number in Heater Type Distribution Type System ------------------------- ------ Gas . Standard 1 REMARKS Energy Factor 0.60 Tank HVAC SYSTEMS Size Insulation Minimum ------------ Duct Duct Tested Duct ACCA Duct Efficiency Location ------ R -value ------- Leakage Manual D --------- --------- Eff ------- 0.800 AFUE Attic R-4.2 No NO 0.737 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS --------------------- Number in Heater Type Distribution Type System ------------------------- ------ Gas . Standard 1 REMARKS Energy Factor 0.60 Tank External Size Insulation (gal) ------ R -value 50 ---------- R- n/a HVAC SIZING Page 1 HVAC - ------------- Project Title,......... NEIDERHOLZER RESIDENCE Date..05/17/00 10:07:31 Project Address.....:.. 1951 HONEY RUN ROAD ******* --------------------- CHICO *v5.10* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------ MICROPASS v5.10 File-NEIDER Wth-CTZ11S92 Program -HVAC SIZING User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 1390 sf Volume ..................... 14960 cf Front Orientation.......... Front Facing 315 deg (NW) Sizing Location............ CENTERVILLE PH Latitude ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 78 F Summer Range ............... 40 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 10593 ----------- 3085 Glazing Conduction...... ....... 10013 5507 Glazing Solar .................... n/a 14533 Infiltration ..................... 8509 2743 Internal Gain .................... n/a 2100 Ducts ............................ 2912 2797 Sensible Load .................... 32027 30764 Latent Load ...................... n/a 6153 Minimum Total Load ----------- 32027 ----------- 36917 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 2 HVAC -------------------------------------- Project Title.......... NEIDERHOLZER RESIDENCE Date..05/17/00 10:07:31 -----------------------------------------------------------__ ---------------------------------------------------------- MICROPAS5 v5.10 File-NEIDER Wth-CTZ11S92 Program -HVAC SIZING User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1390 ------------------------------------------------------------------------------= factors when selecting the HVAC equipment. 5730 F RRiL EMERGENCY MANAGEMENT A CY O.M.B. No. 3067-0077 ATIONAL BLOOD INSURANCE PROGS Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7.: SECTION A - PROPERTY OWNER INFORMATION .'.For:Ins �ariceCQmQanv.i <::>:E::: BUILDING OWNER'S NAME - E3o6 I•(IEDEfLFI�L�E� Folicf Nurttibets»<»>'s BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. m r:C... rripa..;NAI:G CITY STATE ZIP CODE CH I Com. CP, 9 5q 2,& PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) o ro'I BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.). S I c;,E.11-1 PL, LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LI GPS (Type): or #,.#°) Ll NAD 1927 Ll NAD 1933 L.__I USGS Quad Map U Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER F3LirTE Gou�r�( o�ool� 82. COUNTY NAME F�urT-E LJP10 P�rz T-l;;alS:3�.S�TATEE 64. MAP AND PANEL NUMBER 0r4,00 -1G0530 65. SUFFIX G B6. FIRM INDEX DATE Jo, -JE a Iggb B7. FIRM PANEL EFFECTIVE/REVISED DATE Jur-jE 3 qq5 B8. FLOOD ZONE(S) A B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 3"jq ¢ B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. L—I FIS. Profile FIRM LSI Community Determined I_I Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: [N NGVD 1929 LI NAVD 1988 LI Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LI Yes LIQ No Designation Date: SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on:-LKIConstruction Drawings' - L_IBuilding Under Construction' ' "Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/AI-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum -conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum I,46iyD III Conversion/Comments Elevation reference mark used 12 1`1 L Does the elevation reference mark used appear on the FIRM? XJ Yes I_I No 0 a) Top: of bottom floor (including basement or enclosure) 33 2- . 4- ft.(;0 �pFESS/pN l 0 b) Top of next higher floor _ ft.(m) .N Q q O c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m). o o ��Q�' �(. S Apq� Fye D d) Attached garage (top of slab) _ ft.(m) 0 � ti S y D e) Lowest elevation of machinery and/or equipment w M co UJm servicing the building _ ft.(m) °C No. C34257 0 f) Lowest adjacent grade (LAG) 3a 1 (n 11 g) Highest adjacent grade (HAG) 351_. 9 ft. (;Fr) Clvot � O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade OF CAUF��� 0 i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) (�- L8 -pp SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Rea. Wires 9 - This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify e`Yiation*WVmation. l� ate; i I certi>Sj that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the gata�a+ail2c;e.: /understand that any false statement may be punib%e by %m.e nr irrnnconnicnty CERTIFIER'S NAME LICENSE NUN18cR P1 A � S /� �PM 5 _ - (LC G • 3 4 Z 5'1.. _ .. ...' �.r�'�`,�'� ��ad �,-. TITLE - COMPANY NAME - &4WAZ446 A C I �/ I V E hl G1 I >` ER— ►.I� RTl-I S I PSR- F r1 U I r1 E612-I�Ga ADDRESS CITY STATE ZIP CODE'$ ZO Dli__c (LL>Ti�ti �R-�v� cNI co eP � SIGNATURE DATE TELEPHONE ' � ro-ZS-oo 530- i393 -Iron ����, F M4 Fnrm A�_i1 41 Ir: CQ CSG R1=VFRCG CIrIG Pr1R r..rINTINI 14TIrlN RFPI 4r:FC 41 I Pp;:vini IC ;:nlTlnNC IMPORTANT: In these spaces, copy the Gagesponcling information from Section A.:For.insuranca:Company Lr,se': `;:. BUILDING STREET ADDRESS (Including Apt.,uite, and/or Bldg. No.) OR P.O. ROUTE AND B?jPol+cy Number CITY STATE ZIP CODE .::CompanyNAlCNumber: GNI[ GP, g5�1Z�. i SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LLl ft.(m) ,L--lin_(cm) L_I above or L_l below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is LL1 ft.(m) L—I—lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 8, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1_1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. L_I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, -or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in'the Comments area below.) G2. I_f A community officia14completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. ,'N G3. I—I The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I` G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. I_I New Construction "Substantial Improvement G8. Elevation of as -built -lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE :;tTE COMMENTS Check here if attachments esl gn A' k4l" , ` Truss Take-off Design. & 'Sales si stance :. Monte Call . - 793 Camellia Dr - Paradise, CA 95969 (530) 811.4132 Office (530) . 811-4132 FAX - � TRUSS:. ENGINEERING s .. SUBMITTALS - . Niederholzer:Residence 5 SlON - Blusar Manufacturing (530) 741-4920 Truswal Systems (800) 332-4045 y DEP ^off -0 1 :3 c- > co 0 o c) a co n m N co z Z -3 o o " DESIGNED BY: I JOB DESCRIPTION: Conroy\Niederhojzer JOB LOCATION: ]p6 Name: NIEDER EM -LCC I�PCr SIZE RB�'D 1 0- 2-12 658 5.50" 1.50" 2 6- 8-12 1070 5.50" 1.50" 3 11-11- 8 1381 5.50" 1.50" 4 16- 7- 3 1064 5.50" 1.50" 5 21- 0- 8 1366 5.50" 1.50" 6 26- 3- 4 1070 5.50" 1.50" 7 32- 9- 4 656 5.50" 1.50" TC FCRCE AXL END CSI 1, 1-2 -458 .00 .35 .35 AT : 1.5=3 TYPICA L -4 -t 2-3 -498 .00 .50 .50 3-4 -437 .00 .50 .50 4-5 -416 .00 .50 .50 5-6 -500 .00 .50 .50 6-7 -454 .00 .35 .35 BC FCRCE AXL EM CSI 8-9 581 .05 .39 .44 LL/IL 9-10 547 .02 .41 .44 .30 10-11 489 .03 .25 .28 .34 U-12 465 .03 .22 .25 .59 12-13 465 .03 .24 .27 13-14 530 .02 .41 .44 14-15 586 .03 .41 .44 WEB F= CSI NIm Fli2CE CSI 2-9 -736 .16 4-13 -613 .32 3-9 383 .21 5-13 -1068 .22 3-10 -1064 .22 5-14 419 .19 4-10 -629 .33 6-14 -737 .16 4-11 -812 .17 MAX EEFi=CIq (spars) ' L/999 IN Mi 8-9 (LIVE) IF -.05" Ik -.07" T= -.12" _= Joint Lc aticns =-_ 1 0- 0- 0 9 6- 8-12 2 7- 5- 0 10 11-11- 8 3 11-11- 8 11 16- 6- 0 4 16- 6- 0 12 20- 0- 0 5 21- 0- 8 13 21- 0- 8 6 25- 7- 0 14 26- 3- 4 7 33- 0- 0 15 33- 0- 0 8 0- 0- 0 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs. CO 80907 Tp5.0 Version T6.2.0 TC 2x4 EFL #1 & Btr. 2x5 DFL #2 : 2-6 BC 2x:4 rFL #1 & Btr. 4eB 2x4 I&L STADIDPM PfATF' VAUES PER ICSO r SDUKH RE= #1607. Irxatirn of inte.-icr bearings shadd be clearly narked on each truss. trust be provided to avoid pcndirg. t ' tcP dig regui rte 2x4 %* b material 'at 48" o.c. nwc. dctTpel to the d=d below arra attached with 1.5-3 mist. plates, cr (5)-16 ga. stzples, or nailing by ethers typical each ail. FLAMG BASED CN CLQ LLL" M VALLES . This. truss is designed using the LBC -97 Code. Bldg F7tcicsed = Yes, End zcm = No Harricare/Ozean Lim = No Clategc y = B Bldg, La = 80.00ft, Bldg Width = 40.00ft, Mean roof height = 24.30ft, h1EH = 80 Classificaticrh = 4, Dead Laad = 21.0 pcf 8-7-3 t = 0-4-3 Truss I D • A Qty: Plating spec - 1995 THLS IESICN IS ra E Ga4 SPIE RESIII.,T OF WZIPIE DaAD CASES. BFARIDr RETIJ)IZFTffSTI5 shown are leased CNfE cn the truss =nate ial at e bearing. Loaded for 10 PSF nxi-mhairreat BC1L- interior st qct cr tetpm-wary shcrirrJ trust be in place before this truss. ELrnmy:aat L77acun3 is (by ctl>=rca) to prevat rctatirn/tcpp See HIB 91 aril A In. 1-1995; 1 33lateral �0 3 4.6�� 1X4 min. matinuii= to flat TC vbere indicated w/ 2-10d nails each. Lmber oust be structxsal grad`. Brace G 24" o.c. unless rated otherwise. `LRD-, LcAD PARTIAL (INP. 131 (PRE-STIB) FRa4: T0: -6'- -- 6' 26' 6" 7-5-0 4-64-6-8 44=8 4-6-8 J 4-6-8 7-5-0 7-5-0 11-11-8 16-6-0 21-0-8 25-7-0 33-0-0 16-6-0 i 16-6-0 r1 2 3 4 5 6 7 �- 18-2-0 -6.001 6.00 e ' 1 Drwg• COO 1004014-00 1, +++++++t++t+++++t+++++ Designed for K lbs= sed �li 6) AT : 1.5=3 TYPICA L -4 -t BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs. CO 80907 Tp5.0 Version T6.2.0 TC 2x4 EFL #1 & Btr. 2x5 DFL #2 : 2-6 BC 2x:4 rFL #1 & Btr. 4eB 2x4 I&L STADIDPM PfATF' VAUES PER ICSO r SDUKH RE= #1607. Irxatirn of inte.-icr bearings shadd be clearly narked on each truss. trust be provided to avoid pcndirg. t ' tcP dig regui rte 2x4 %* b material 'at 48" o.c. nwc. dctTpel to the d=d below arra attached with 1.5-3 mist. plates, cr (5)-16 ga. stzples, or nailing by ethers typical each ail. FLAMG BASED CN CLQ LLL" M VALLES . This. truss is designed using the LBC -97 Code. Bldg F7tcicsed = Yes, End zcm = No Harricare/Ozean Lim = No Clategc y = B Bldg, La = 80.00ft, Bldg Width = 40.00ft, Mean roof height = 24.30ft, h1EH = 80 Classificaticrh = 4, Dead Laad = 21.0 pcf 8-7-3 t = 0-4-3 Truss I D • A Qty: Plating spec - 1995 THLS IESICN IS ra E Ga4 SPIE RESIII.,T OF WZIPIE DaAD CASES. BFARIDr RETIJ)IZFTffSTI5 shown are leased CNfE cn the truss =nate ial at e bearing. Loaded for 10 PSF nxi-mhairreat BC1L- interior st qct cr tetpm-wary shcrirrJ trust be in place before this truss. ELrnmy:aat L77acun3 is (by ctl>=rca) to prevat rctatirn/tcpp See HIB 91 aril A In. 1-1995; 1 33lateral �0 3 4.6�� 1X4 min. matinuii= to flat TC vbere indicated w/ 2-10d nails each. Lmber oust be structxsal grad`. Brace G 24" o.c. unless rated otherwise. `LRD-, LcAD PARTIAL (INP. 131 (PRE-STIB) FRa4: T0: -6'- -- 6' 26' 6" 7-5-0 4-64-6-8 44=8 4-6-8 J 4-6-8 7-5-0 7-5-0 11-11-8 16-6-0 21-0-8 25-7-0 33-0-0 16-6-0 i 16-6-0 r1 2 3 4 5 6 7 �- 18-2-0 -6.001 6.00 �91 11 n_n g 9 10 11 1213 14 6-8-12 5-2-12 4-6-8 4-6-8 i 5-2-12 6-8-12 11-11-8 16-6-0 21-0-8 26-3-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H11(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. 15 6-8-12 33-0-0 9-6-15 SHIP 0-4-3 OVER 7 SUPPORTS W. TBF: 123.3 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual build 'uhg component not truss system. It has been based on specifications provided by the component manufacturer and donbe Chk: WT:209 # in accordance with the current versions of TPI and AFPA design s4andards. No responsibility is assumed for dimensional accuracy. Dimensions are to a Dsgnr: #LC - 12 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the leads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 ps f braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. [TC Dead 11.0 psf Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or autse connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 12.0 oaf Responsibilities, .'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 39.0 psf Paper Association (AFPA) is located at 1111 19th W Strect. N, Sic Rix), Washington, DC 20036. ME Fye\ s .% o. 045 2 37 Exp. 12/31/02 # rsl CNILP' arF OF CAh �F�P 1/4/2001 Scale: 1/8" = 1' WO: NIEDER Customer Name: DA DurFacs L=1.25 P=1.15 Rep b1br Bnd 1.00 o.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl natio: L/360 TC: L/y80 ' 1 Drwg• COO 1004014-00 1, +++++++t++t+++++t+++++ Designed for K lbs= sed �li 6) along the,tcp thbe�rbcu�t�tdsart =eratl the partial rrrtinv�in al indicated, with dead 1 and 0 % live load. Duaticrs--1.33. Partial cat -UI 1.t.9react' = 110 PfF hbx. ot s) mast transfer equal load toleach ply (cr add -m) shown. ...................... dd bracing apPlie3 'this deli based m hr per the fMollcuing sc>eclrle: rrom o.c. fmn to u TC 24.0 9- 4-15 23- 7- 1 TC 24.0" 6- 9- 3 9- 4-15 ----- ----LOAD CASE #1 IESICN InAm ---- ----------- Dir L.Plf L.L•x R.Plf R.Lcc LL/IL TC Vat 54.0 0- 0- 0 54.0 6- 6- 0 .59 TC Vert 108.0 6- 6- 0 112.7 7- 5- 0 .30 TC Vat 173.7 7- 5- 0 220.0 16- 6- 0 .19 TC Vert 220.0 16- 6- 0 173.7 25- 7- 0 .34 TC Vest 112.7 25- 7- 0 108.0 26- 6- 0 .50 TC Vert 54.0 26- 6- 0 54.0 33- 0- 0 .59 BC Vett 54.0 0- 0- 0 54.0 33- 0- 0 .00 TA-- Lbs X.Loc IL/`IL 'IC Vet 345.0 6- 6- 0 .41 TC Vert 345.0 26- 6- 0 .41 �91 11 n_n g 9 10 11 1213 14 6-8-12 5-2-12 4-6-8 4-6-8 i 5-2-12 6-8-12 11-11-8 16-6-0 21-0-8 26-3-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H11(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. 15 6-8-12 33-0-0 9-6-15 SHIP 0-4-3 OVER 7 SUPPORTS W. TBF: 123.3 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual build 'uhg component not truss system. It has been based on specifications provided by the component manufacturer and donbe Chk: WT:209 # in accordance with the current versions of TPI and AFPA design s4andards. No responsibility is assumed for dimensional accuracy. Dimensions are to a Dsgnr: #LC - 12 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the leads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 ps f braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. [TC Dead 11.0 psf Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or autse connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 12.0 oaf Responsibilities, .'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 39.0 psf Paper Association (AFPA) is located at 1111 19th W Strect. N, Sic Rix), Washington, DC 20036. ME Fye\ s .% o. 045 2 37 Exp. 12/31/02 # rsl CNILP' arF OF CAh �F�P 1/4/2001 Scale: 1/8" = 1' WO: NIEDER Customer Name: DA DurFacs L=1.25 P=1.15 Rep b1br Bnd 1.00 o.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl natio: L/360 TC: L/y80 19b Name: NIEDER EFG X -LOC REACT SIZE REQ'D 1 6- 8-12 1550 5.50 1.50" 2 26- 3- 4 1550 5.50" 1.50" TC Fa;KE AM, E3� CSI 1-2 554 .07 .34 .41 2-3 442 .05 .34 .39 3-4 512 .06 .18 .24 4-5 -682 .00 .17 .18 5-6 -682 .00 .17 .18 6-7 512 .06 .18 .24 7-8 442 .05 .34 .39 8-9 554 .07 .34 .41 BC FORCE AXL EM CSI 10-11 -416 .04 .27 .31 11-12 543 .03 .25 .28 12-13 492 .03 .24 .27 13-14 492 .03 .24 .27 14-15 543 .03 .25 .28 15-16 -416 .04 .27 .31 WES F= CSI 4EB FORCE CSI 2-11 -357 .08 5-14 225 .09 4-11 -1078 .96 6-14 252 .10 4-12 252 .10 6-15 -1078 .96 5-12 225 .09 8-15 -357 .03 MAX EEFTFr'tTCN ( L/999 IN MEM 14- 15 (LIVE)L, -.04" D= -.05" T= -.09" K%X IfF=CN (cant) L/999 IN PIEM 10-11 (LIVE) LF .07" D= .11" T= .18" -- Joint Locations 1 0- 0- 0 9 33- 0- 0 2 6- 7-12 10 0- 0- 0 3 7- 8- 4 11 6- 7-12 4 11- 6-14 12 13- 2- 9 5 16- 6- 0 13 18- 0- 0 .6 21- 5- 2 14 19- 9- 7 7 25- 3-12 15 26- 4- 4 8 26- 4- 4 16 33- 0- 0 0 BLUSAR MFG ® LLC TRUSWAL SYSiL•MS 4445 Nonbpark Dr.. Colo Spriugs, CO 80907 Tp5.0 Version T6.2.0 TC 2x4 DFL #1 & Btr. lC 2x4 DFY, #1 &.Btr. WEB 2 IL SIANDARD Plating : THLS EES ZS THE CiS4FCSP1E RESX= OF K=PLE LOAD CASH. BE*Mz REQjmENm sho'n are based CNLY on the tnzss traten-1 at each hPar-g- PLATE VALLIS PER ICBG Ie� RER%ZI' #1607 MMA BASED CN Q:E N IU43E t VAUES. 8-7-3 t = 0-4-3 Truss ID: Al Qty: rr 4 Drwg: LUU I uu�tu I `t -u the revisanent for lateral bracing hmmng UPLIFT REACT7C1170 04TCrt ®Emotes at each location sh:um. Lateral systscs rerp't include dual or x-brac5rsl are the respazsibility of the buildirx 2 -399# 'n" is designed using the desig<>�. TnIgrtair ial Sys >3 TT� an UEed for m•,t-inuara lateral a1 i�-97 pae. Bldg � = Yes, End lone = No No F�p Cly = B trusses spaced 24" cc. Altt�tively, use T-hraces.as.shom on Fl¢ricarte/ocean Lire = , Bldg Lath 80.00ft, Bldg Width = 40.00ft, scats cr Systerrs standard details. Lcaded for 10 FSF nareaxamut BOLL. Mit rock height = 24.30ft, MH3 = 80 Classification = 4, Dead Irxad = 21.0 psf n' W 6-7-12 4-112 4-11_2 4-112 J 4-112 J 6-7-12 6-7-12 11-6-14 16-6-0 2t-5-2 26-4-4 33-0-0 16-6-0 { 16-6-0 1 2 3 4 5 6 7 8 9 00 10 11 12 13 14 15 16 6-7-12 6-6-13 J 6-6-13 6-6-13 6-7-12 6-7-12 13-2-9 19-9-7 26-4-4 33-0-0 9-6-15 SHIP 0-4-3 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. TBFs 89.3 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done ht accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The Ds building designer must ascertain that the loads utilized on this fir' design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live braced by the roof or floor sheathing and die bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Dead Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC will cause the moisture content of the wood to exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live accordance with the following standards: 'JOINT DETAILS', by •Truswal, 'ANSI/TNI 1', 'WTCA 1' '-Wood Truss Council of America Standard Design BC Dead Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SKEET' by TPI. The Truss fire Institute (Till) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL Paper Asstx:etian (AFI'A) is loc ted at 1111 19111 Street, NW, Sic Rix), Washington, UC 20036. MES, s9�� --j No. 45 82 :30 Exp. 12131/02 CN�L/XPi 1/4/2001 Scale: 1/8" - 1' WT:148 # WO: NIEDER Customer Name: #LC = 21 1 DA 16.0 psf DurFacs L=1.25 P=1.15 11.0 psf Rep boor Bnd 1.15 .0 psf O.C.Spacing 2- 0- 0 12.0 psf Design Spec UBC -97 Dell Ratio: 11360 TC: Lv1.80 39.0 psf ),o6 Name: NIEDER EFG 'X -LOC FEF Cr SIZE RDQ'D 1 6- 8-12 1554 5.50" 1.66" 2 26- 3- 4 1554 5.50" 1.66" 7C FC&d'E AXL, EM CSI 1-2 585 .08 .36 .44 2-3 -1065 .00 .36 .37 3-4 -1005 .01 .16 .16 4-5 -1361 .01 .16 .17 5-6 -1361 .01 .16 .17 6-7 -1005 .01 .16 .16 7-8 -1065 .00 .36 .37 8-9 585 .08 .36 .44 13r FC1:tCE AXL EEO CSI 10-11 -443 .04 .29 .33 11-12 -513 .05 .11 .16 12-13 1059 .12 .10 .23 13-14 1059 .12 .10 .23 14-15 -513 .05 .11 .16 15-16 -443 .04 .29 .33 FZEZB FCRCE CSI WEB FCRCE GSI 2-11 -1022 .22 6-13 412 .16 2-12 875 .33 6-14 -532 .12 4-12 -532 .12 8-14 876 .33 4-13 412 .16 8-15 -1022 .22 5-13 921 .35 M4X LgI=CN (span) LV999 IN MEM 13-14 (LIVE) LF -.03" D= -.05" T= -.08" 14n,x 1FFi Fr iw (cart) ) Lt/881 IN M(M 10-11 (LIVE) LF .09" D= .13" T= .22" --- Joint Incatirns === 1 0- 0- 0 9 33- 0- 0 2 6- 9-12 10 0- 0- 0 3 9- 5-11 31 6-11- 8 4 11- 7-14 12 11- 7-14 5 16- 6- 0 13 16- 6- 0 6 21- 4- 2 14 21- 4- 2 7 23- 6- 5 15 26- 0- 8 8 26- 0- 8 16 33- 0- 0 tN 7 r;y B BC 2x4 DFL #1 Sa Btr WEB 2x4 EFL SB*IDARD FLAaE I rjrS PER Its REsEARCH REP= #1607 Ism for 10 PSF rnrcxrnarent PCI T - 8-7-3 t = , 0-4-3 Truss ID: A2 7 Plating spec ,11LSZ/IQZ - 1995 'II-III MAN IS GE cavksr1E RESIII.,T OF hE.II.,TIPLE LMD CASES. Es*um Fe-liffo4mm shah axe leased CliLY on the truss material at each bearing. PLATUZ BASED CLQ aEEN LU43ER VALLIS. 6-9-12 4-10-2 4-10-2 4-10-2 4-8-6 6-11-8 6-9-12-9-I2 11-7-14 16-6-0 21-4-2 26-0-8 33-0-0 16-6-016-6-0 r l 2 3 4 �5 6 7 8 9 00 -6.00 5-6 6 11 8 1 9-6-8 9-6-8 6-11-8Q� aa_n_n 10 11 12 13 14 15 16 6-116-118 4-8-6 4-10-102 4-102 J 4-8-6 6-11-8 6-11-8 11-7-14 16-6-0 21-4-2 26-0-8 33-0-0 UPLIFT REnc1TtQr(s403 1 # _ t 2 -403# This tsi is designed usinJ the LBC -97 Cl . Bldg Flhc1ceed = Yes, I:7rd Zcm = No Auxzc=he/Ctoe2h Line = No , D¢� �Y = B Bld3 - 80.00ft, Bldg Width = 40.00ft, men xT height = 24.30ft, MHi = 80 C2assificaticn= 4, Dead )cad = 21.0 psf 9-6-15 SHIP 0-4-3 TBF: 82.7 WT:135 # Chk: Dsgnr: #LC = 21 TC Live 16.0 psf TC Dead 11.0 psf BC Live .0 psf BC Dead 12.0 psf TOTAL 39.0 psf ME J N01. 0 1/45982 Exp. 12/31/02 1/4/2001 Scale: 1/8" - 1' WO: NIEDER Customer Name: DA DurFacs L=1.25 P-1.15 Rep b1br Bnd 1.15 o.C.Spacing 2- 0- 0 Design Spec UBC -97 Dafl Ratio: W360 'IC: La/1g0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Y� This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done No is assumed for dimensional accuracy. Dimensions are to be in accordance with the current versions of'1'I'I :rad AFI'A design standards. responsibility °erified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this The design assumes that the top chord is laterally B LU SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that brace truss in will cause the moisture content of the wood to exceed 199% and/or cause connector plate corrosion. Fabricate, handle, install and this following 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design TRUSWAL SYSTEMS 1045 Northpark Dr., Colo Springs, CO 80`)07 accordance with the standards: Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (NIB -91) and 'HIB -91 Forest and SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, Nw, Ste 800, Washington, DC 20036. UPLIFT REnc1TtQr(s403 1 # _ t 2 -403# This tsi is designed usinJ the LBC -97 Cl . Bldg Flhc1ceed = Yes, I:7rd Zcm = No Auxzc=he/Ctoe2h Line = No , D¢� �Y = B Bld3 - 80.00ft, Bldg Width = 40.00ft, men xT height = 24.30ft, MHi = 80 C2assificaticn= 4, Dead )cad = 21.0 psf 9-6-15 SHIP 0-4-3 TBF: 82.7 WT:135 # Chk: Dsgnr: #LC = 21 TC Live 16.0 psf TC Dead 11.0 psf BC Live .0 psf BC Dead 12.0 psf TOTAL 39.0 psf ME J N01. 0 1/45982 Exp. 12/31/02 1/4/2001 Scale: 1/8" - 1' WO: NIEDER Customer Name: DA DurFacs L=1.25 P-1.15 Rep b1br Bnd 1.15 o.C.Spacing 2- 0- 0 Design Spec UBC -97 Dafl Ratio: W360 'IC: La/1g0 job Name: NIEDER BFr. 'X -LOC RFACr SIZE R@2'D 1 0- 2-12 835 5.50" 1.50" 2 6- 7-12 1333 5.50" 1.50" 3 13- 2- 9 504 5.50" 1.50" 4 19- 9- 7 513 5.50" 1.50" 5 26- 3- 4 1240 5.50" 1.50" TC FQ2CE AXL RZ CSI 1-2 -1124 .00 .14 .14 2-3 756 .04 .15 .20 3-4 342 .04 .23 .27 4-5 373 .02 .23 .24 5-6 328 .02 .23 .25 6-7 979 .08 .23 .31 7-8 959 .06 .35 .22 8-9 581 .08 .15 .23 9-10 326 .04 .12 .16 DC FORCE AXL RD CSI 11-12 1190 .08 .26 .34 12-13' 3,112 .14 .13 .28 13-14 -1007 .10 .13 .24 14-15 -213 .00 .18 .18 15-16 -213 .00 .18 .18 16-17 -625 .00 .18 .18 17-18 -329 .00 .14 .14 18-19 -325 .02 .07 .09 W --B 031 WI:D ldlsl: c:.l 2-12 763 .31 5-16 -827 .45 2-13 -972 .20 6-16 -699 .42 3-13 -272 .05 6-17 -1384 .55 4-13 -799 .78 8-17 -266 .05 4-14 -580 .35 9-17 -371 .10 5-14 -57.1 .31 9-18 -237 .!t1 MAX I EnEcITCN (span) ' L/999 IN MEM 11-12 (LIVE) LF _oil, O1" Ik -.0111 02" T- -02" MnLX DEFIECTICN (cant) : L/999 IN MEN 18-19 (LIVE) Lr -.03" D= -.04" Z` -.07" : = Joint Locations =- 1 0- 0- 0 11 0- 0- 0 2 3- 9- 2 12 3- 9- 2 3 6- 7-12 13 6- 7-12 4 11- 6-14 14 13- 2- 9 5 16- 6- 0 15 18- 0- 0 6 21- 5- 2 16 19- 9- 7 7 23- 6- 5 17 26- 4- 4 8 26- 4- 4 18 29- 2-14 9 29- 2-14 19 .3 0- 0 0 10 33- 0 -ow 111,1� BC 2x6 DFL #2 & Btr. B WEB 2x4 DFL SDS Plating sperm • PDSI/IPI - 1995 THIS MSICN IS THE Q "IFOSITE RESUZ OF I"E]LTIPLE LOAD CASES. EZE4RIIS; 1FS2jj EIjENIS stoma are based ONLY on the truss ttaterial at each b - PLACE VAUES PER Iao IERCH RE= #1607. Lec-atigag�) beariach tto..,.Qivli. and /IPI 1-1995; 10.3.4.5 artd 10.3.4.6 Truss ID: A3 Qty ®D3hotes the re4airmlartt fc>r lateral bracing at each locataah sle . �Later1al bracing d or x -bracing are the resperLslbility of the building desiTier. Tnasval Syststs MACE -IT tray be used for oantir>vous lateral bracing on trusses spaced 24" oc. Alternatively, use scabs or T -brace as sham on IYusnal Systerre standard derails. T -dad for to PSF rtarcaxxrxre t Bat. Intmacr apps t or tetparary &=UrJ trust be in place befcze erecting this truss. AATZI�r. BASED GN CAIN I NBER V IIJES - uzAG Lup MzTIAL arrr. ERE (ERS-srm) FRa4: 70: - -6, 6„-- 26- 611 1-9-2 7-.9-12-- r 4-11-2 t 4-112 _ 4-11=2 J 6-7-12 r .1_9_2 II -6 -IJ 16-6-11 21-5-2 26-4-4 33 -II -11 16-6-0 t 16-6-0 ~1 2 3 4 5 6 7 8 9 10 �- -6.001 8-7-3 t4-4 s 0-4-3 1 Drwg: LUU 1 UV'ty I "t -vv -r +Designed for 3.4 K lks �+ ++qq+loa +gyp+lid+ + x I to then 10 �11 ala'lg Partial i n v»a tearsszg t indicated, rah xertly with dead loads and 0 % live load. E,raticn=1.33. Partial rrntinra1a �g reacti.al = 170 PLF Max. Ctnnectirn (b�cth�s) trust transfer equal load to each ply (cr add -ah) sho rn. ...................... L11ZFT REACITQN(5505# This truss is designed using the JV MC -97 rade. Bldg E2hclesed =Yes, F7ri 7rshe =Ido H.aric am/fir Lime = No , mF& Y = B Lath 80.00ft, B10g Ffic$lh = 40.00ft, mean rnoi height = 24.30ft, MEEI = 80 Classi.fi.catiah = 4, Dead Ltoad = 21.0 psf - -------I07AD CASE #1 DESIGN I.CiArS ---------------- Dir L.Plf L.Lcc R.Plf R. Loc 1.4`M TC Vert 54.0 0- 0- 0 54.0 33- 0- 0 .59 BC Vert 224.0 0- 0- 0 224.0 6- 6- 0 .37 BC Vert 24.0 6- 6- 0 24.0 33- 0- 0 .00 33-0-0 11 12 13 14 15 16 17 3.9.2 9-59-5-7 �� 6-6-13 6-6-13 3-9-2 13-2-9 19-9-7 26-4-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false f 1 tes are ositioned as shown above. 18 19 6-7-12 33-0-0 9-6-15 SHIP 0-4-3 OVER 5 SUPPORTS rams n a ` TSF: 106. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor: This design is for an individual building component not cuss system. It has been based on specifications provided by the component manufacturer and done: �' 'i. in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ate to be Degnr: B L SAS MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, instill and brace this truss m BC Live TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 4445 Northpark Dr., Cele Springs, CO 60907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. ll CO 982 9 p Exp. 12/31/02 70 Srq 0 f 1 f��. 1/4/2001 Scale: 1/8" - 1' 0 WT: 178 # WO: N3EDER Customer Name: #LC = 57 DA 16.0 psf DurFacs L=1.25 P=1.15 11.0 psf Rep Mbr Bnd 1.00 .0 psf O.C.Spacing 2- 0- 0 12.0 psf Design Spec UBC -97 Defl Ratio: 14/360 TL: LvggD 39.0 psf Job Name: NIEDER BF; X -IDC REACT SIZE RE12'D 1 6-8-12 655 5.50 1.50" 2 21- 3- 4 1173 5.50" 1.50" 3 32- 9- 4 609 5.50" 1.50" TC FCRM AXL HID CSI 1-2 -517 .00 .26 .26 2-3 -543 .00 .26 .26 3-4 155 .00 .25 .25 4-5 67 .00 .24 .24 5-6 -91 .00 .33 .33 6-7 -538 .00 .33 .33 BC F= AXL HID CSI 8-9 93 .00 .29 .29 9-10 287 .04 .28 .32 10-11 287 .04 .28 .32 11-12 418 .05 .28 .33 12-13 421 .06 .19 .2S VEB Fid CSI I'm FCRC£ CSI 1-8 -624 .13 3-11 -494 .32 1-9 517 .21 4-11 -287 .17 2-9 -316 .19 6-11 -491 .30 3-9 273 .11 6-12 138 .06 MAX IEF'IE)`PICN (span) • L/999 IN MEM 9-10 (LIVE) Lr= -.08" D= -.11" T= -.19" -- Joint. Lc atiars == 1 0- 0- 0 8 0- 0- 0 2 5- 0-14 9 5- 0-14 3 10- 0- 0 10 11- 6- 0 4 14-11- 2 11 14-11- 2 5 17- 0- 5 12 19-10- 4 6 19-10- 4 13 26- 6- 0 7 26- 6- 0 h� BLBL®R MFG LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs, C0 W)907 Tp5.0 Version T6.2.0 2x4 M #1 & Btr. BC 2x4 EEL #1 &, Btr. I+IEB 2x4 EFL STPIEI'M Plating spec • ANSI/TPI - 1995 THIS IFSICN LS m E CU4FCSI7E BE= OF 14.ILTIFLE LC AD CASES. EEApU,13 Ra2jD FI ENM shorn are based QII,Y on the truss material at each bearing. PLATE VAESkB PER ICBJ RESFAR H REpi #1607. Incatiah of lr±e -lcr bearings should be clearly marked on each truss. (by ctl9s) to tcpp izrg See 3aryl VI=/1IPI 1-1995; 10.3 9.5 arra 10..3.4.4.6.6 . 8-7-3 3-4 T 3-7-3 1 Truss ID: A4 Qty ®Dench the reguiraneot for lateral bracing at each locat>_rn sham. Later -al brac:ing, systetus ,, r dl include diagicral or x-hMc1rxJ are the responsibility of the buildirxj designer. Tnas�al. Systeme BRACE -TT tray be used for cr„N.,,ra s lateral bracing on trusses spamd 24" oc. Alterativelyy, use scats or T -braces as shcun on IYus car Systems staniard details. Loacie3 for 10 PSF rich -conn rr f t BQL • Intam'ior support or tstpcsary shcrirg trust be in place before erecting this tntss. PLAMU BASED CN GEM UPPER VALf - E1hd verticals designed for axial keds only. End verticals that are extended above or below the truss profile (if any) tray require additia-al design mhsideraticn (by others) for lateral forces dae to wind cr seismic 1- on the building - 5-0-14 4-11-2 4-11_=2 4-11_2 6-7-12 5-0-14 10-0-0 14-11-2 19-10-4 26-6-0 10-0-0 16-6-0 1 2 i3 4 5 6 7. tt 4 Drwg• LUU 1 uu&tu I st'-vvJ 7 his mass is designed using the LBC -97 0=de- Bldg Enclosed = Yes, Ehd Yche = No Flaricathe/OMan Line = No ,Ewa Cate�y = B DIa�gth = 80.00ft, Bldg Ffidth = 40.00ft, zoof height. = 24.30ft, MPH = 80 Classification = 4, Dad Iced = 21.0 psf ----- ----LCAD CASE #1 IFSIGN ICYa1B ---------------- Dir L.Plf L.Loc R.Plf R.Inc I7ttIL TC Vert 54.0 6- 6- 0 54.0 33- 0- 0 .59 n BC Vet 24.0 6- 6- 0 24.0 33- 0- 0 .00 TA- I.1s X.LCC ILMI Tv Vert 100.0 15- 3- 0 .41 W TC Vit 100.0 17- 9- 0 .41 2.5 -4 3 14-9-4 �1 9-6-15 HIP =0-4-3 6-6-0 STUB 8 9 10 11 12 13 5-0-14 9-109-10=4 44-11-22 6-7-12 5-0-14 14-11-2 19-10-4 26-6-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 3 SUPPORTS "H11(16 ga.), positioned per Joint Report. Circled plates and false frame Dlates are positioned as shown above. TBE: WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not Huss system. It has been based on specifications provided by the component manufacturer and done Chk: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: d/ b •Id' deli net rior to fabrication. The building designer must ascertain that the loads utilized on this 76.0 WT:126 # verified by the component manufacturer an or ua mg g p design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live braced by the roof or floor sheathing and the bottom chord is Lhtcrally braced by a rigid shcvhhtg material directly attached, unless otherwise noted.TC Dead Bracing shown is for lateral support of compuneoLs members only to reduce buckling length. This component shall not be pLhced in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector pLhte corrosion. Fabricate, handle, install and brace this truss in BC Live accordance with the following standards: 'JOINT DETAII S', by'I'tuswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead Responsibilities, 'IIANDLING INSTALLINCI AND BRACING METAL PLAT,1? CONNhCFED WOOD TRUSSES' - (IIID -91) and '11111-91 SUMMARY SHEET' by TPI. The Truss PL•de Institute (I'I'I) is located at 583 DOnofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL Paper Assoeblino (APPA) is located :d I I I 119111 Streci, NW, Sur xon, Washington. DC 20036. #LC = 12 16.0 pef 11.0 pef .0 psf 12.0 pef 39.0 pof0 1/4/2001 Scale: 5/32" - 1' WO: NZEDER Customer Name: DA DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Def) Ratio: 14/360 TC: 141480 WEB FCRCE GSI Truss ID: B Qty: 2 Drwg: CO 01004014-006, GSI Job Name: .01 NIEDER 406 .08 2-14 186 .04 131 -X-LOC I REACT SIZE RB2'D TC -� 2x4 EEL #1 & Btr. Plating spec :,PISI/lpi - 1995 THLS LESICil IS THE p6rLE RFs= OF Tires desis�'tt barged cn chid braawq applied sci7edzfr p� the f�lmax - 1 0- 2-12 2 40- 9- 4 3936 5.50 3936 5.50" 2.10 2.10" BC 2x4 L&L #1 & Btr. WEB 2x4 EFL SUt05RD MILTIPIE IS1AD CASES. E?EDJU >; slrsra7 are QII�Y trmc 4.c. -cera to o. 24.0" 7 -ll -11 33- 0- 0 .36 4-15 1300 .26 9-21 2354 PLT SLK 2x4 rFLL #1 & Btr. RATE VA= PER CBD RESFUU4 REECYlI' #1607. on the truss material at each bearing. s'Lis truss is designed using the .17 TC 1-2 F cIIYE -7243 AXL .11 )$ID .36 CSI .47 ++++++++++++++++++++++ Loadedfcr10PSFrrn-m=3X=7tBaL. Drai„� mist be dei to avoid paxirig. P7 �✓1 -���' B1d3, n -closed = Yes, Erd Zcne = No .01 2-3 3-4 -7262 -6619 .10 .14 .24 .38 .35 .52 Nail pattern she m is f� PLF loads only• Oax)Ej 3 leads M.Sr be distnbtt�cl to pezmanent gi (by ethers) to liM. See HIB -91 and Fiurlc�7e/C>x�r Line = Ib , Category = B Bldg 80.00ft, Bld3 Width = 40.00ft, 4-5 -9548 .20 .31 .51 Qzttulti- 1 with harpers, each lyy�ua]1y. p Y SVIPI 1-1995; 10.3.4.5 acct 10.3.4.6. Mean height = 22.17ft, MPH = 80 21.0 5-6 5-7 -10890 .34 .29 .63 use 3 min. into the me For 3 than 2 li add Tai] cluster from p 1x4 titin. m7tisa7o0s lateral king attached i !L�ificaticn = 4, Lead Irad = psf ----*-----ICAD CASE #1 IJSICN ICAES------------- - -- 7-8 -10890 -9547 .34 .18 .52 .50 addi.ticml ply(s) kWcr bolts if sho.n, to flat TC td7¢e indicated w/ 2-lOd mails be stn grad' Dir L.Plf L.Inc R.Plf R.Lx LLV'IL 8-9 -6619 .20 .14 .30 .38 .52 use any curs approved detail (by others) ' each. Lind tonal ted cl Brace 9 24" 0. C. kntless noted ctleewise. y TL Vert 54.0 0- 0- 0 54.0 8- 0- 0 .59 9-10 10-11 -7262 -7293 .10 .11 .24 .36 .35 .47 + + d + + + + + + + + + + + + + + + + + + + . 2 -PLY! Neil w/jDd CUMN, st ixl (NL13-97 ptArrnr BASED CN QE&Q LUIBER VAUES' 'IC Vert 135.0 8- 0- 0 135.0 33- 0- 0 TL Vert 54.0 33- 0- 0 54.0 41- 0- 0 .59 .59 Sent. 12) in: IC- 2/ft BC- 2 ft WEBS- 2/ft BC Vert 60.0 0- 0- 0 60.0 41- 0- 0 .00 DC KIRCE AXI, IIID LSI Lbs X.0- �00 8- 0- 0 1.00 12-13 13-14 6373 6375 .42 .42 .40 .16 .82 .58 7C V� 255.2 'IC Vert 175.5 8- 0- 0 .00 14-15 9460 .62 .13 .75 TC Vert 255.2 33- 0- 0 1.00 15-16 10897 .71 .07 .79 TC Vert 175.5 33- 0- 0 .00 16-17 10897 .71 .10 .82 17-18 10897 .71 .10 .81 18-19 10869 .71 .11 .82 19-20 10869 .71 .08 .79 20-21 9458 .62 .13 .75 21-22 6375 .42 .16 .58 22-23 6373 .42 .40 .82 WEB FCRCE GSI WEB FCRCE GSI 2-13 47 .01 7-18 406 .08 2-14 186 .04 7-20 -1659 .17 3-14 2356 .48 8-20 1308 .27 4-14 -3530 .36 8-21 -3527 .36 4-15 1300 .26 9-21 2354 .48 5-15 -1677 .17 10-21 187 .04 5-17 398 .08 10-22 47 .01 5-18 -8 .00 MAX EEFLFCITQI (span) L/999 IN MEM 17-18 (LIVE) I= -.34" D= -.48" T`- -.82" - Joint Lc, ations == 1 0- 0- 0 13 4- 3- 4 2 4- 3- 4 14 7- 8- 8 3 7- 8- 8 15 12- 8-14 4 12- 8-14 16 14- 0- 0 5 17-10-15 17 17-10-15 6 21- 8- 8 18 23- 1- 1 7 23- 1- 1 19 27- 0- 0. 8 28- 3- 2 20 28- 3- 2' 9 33- 3- 8 21 33- 3- 81, 10 36- 8-12 22 •536- 8-12- 11 41- 0- 0 23 `4;i- 0- 0= 12 0- 0- 0 t--' I BLUSAR W1 ® LLC TRUSWAL SYSTEMS 4445 Nortbpnrk Dr., Colo Springs. CO 80907 Tp5.0 Version T6.2.0 4-3-4 8-5-10 5-2-2 5-2-2 .5-2-2 J5-0-6 7-8-8 4-3-4 12-8-1.4 17-10-15 23-1-1 28-3-2 33-3-8 41-0-0 EEEL7-II-II 7 -I1 -I1 2-PLYS 2 3 4 5 6 7 8 9 10 11 REQUIRED 6.0431# I 25-0-0 A 21 N ; -6 �D� T 4�4-0 •- 0-4-3 ku 41-0-0 24-A 12 13 14 1516 17 18 1920 21 22 23 4-3-4 8-5-10 5-2-2 5-2-2 5-2-2 5-0-6 7-8-8 4-3-4 12-8-14 17-10-15 23-1-1 28-3-2 33-3-8 41-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H11(16 ga.), positioned per Joint Report. Circled plates and false c -o . int- P nnai tioned as shown above. T 5-3-12 0-41 SHIP WARNING Redd all dotes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It his been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component m:nwLrcnn•er:md/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this y design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Literally braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 197o and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Tnuswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at I I 11191h Street, NW, Ste x011, Washington, DC: 20036. =tL A14? \-, M ESCIE S,9��c, �Sr No. 59 2 :10 Exp. 12/31/02 CN1� OF 1/4/2001 Scale: 3/32" 1' TBF: 109.3 WT: 192 # WO: N>mER per: Custcmmr Name: Dsgnr: #LC - 10 DA TC Live 16.0 pef DurFacs L=1.25 P=1.15 TC Dead 11.0 pef Rep Mbr Bnd 1.00 BC Live .0 pef O.C.Spacing 2- 0- 0 BC Dead 12.0 pef Design Spec UBC -97 Ddl Ratio: 1/360 TC: Wgg6 TOTAL 39.0 pef Job Name: NIEDER IDs; X -LOC REPrT SIZE RFI2'D 1 0- 2-12 550 5.50 1.50" 2 9- 8-12 915 5.50" 1.50" 3 15- 5- 8 981 5.50" 1.50" 4 20- 6- 0 627 5.50" 1.50" 5 25- 6- 8 948 5.50" 1.50" 6 31- 3- 4 915 5.50" 1.50" 7 40- 9- 4 553 5.50" 1.50" TC FCPCE AXI, BM CSI 2 5- 5-12 1-2 -589 .00 .22 .22 4 15- 5- 8 2-3 193 .01 .22 .23 6 23-11- 8 3-4 468 .01 .44 .46 8 30- 7- 0 4-5 -471 .00 .45 .45 10 41- 0- 0 5-6 -458 .00 .35 .35 .30 6-7 -458 .00 .45 .45 .00 7-8 461 .01 .44 .46 8-9 185 .01 .22 .23 9-10 -597 .00 .22 .22 BC I= AXL HID CSI 11-12 778 .10 .08 .17 12-13 775 .02 .18 .20 13-14 804 .10 .10 .20 14-15 804 .00 .21 .21 15-16 569 .01 .21 .22 16-17 569 .01 .21 .22 17-18 787 .00 .21 .21 18-19 787 .10 .10 .20 19-20 782 .02 .18 .20 20-21 785 .10 .08 .17 AEB FCRCE CSI WEB F= GSI 2-12 155 .06 5-17 -1089 .89 2-13 -547 .24 7-17 -746 .30 3-13 -433 .19 7-19 -703 .67 4-13 -733 .69 8-19 -433 .19 4-15 -884 .35 9-19 -549 .24 5-15 -1071 .87 9-20 154 .06 5-16 -513 .21 L/999 IN t`4T4 11-12 (LIVE) 1,= -.01" D= -.02" 1- -.03" = Joint Lrxations ...................... 1 0- 0- 0 12 5- 5-12 2 5- 5-12 13 9- 8-12 indicated, oarazrrently with and 0 1: live load. Dnatiorr-1.33. Partial 3 10- 5- 0 14 11- 0- 0 4 15- 5- 8 15 15- 5- 8 load to each ply (or add-cri) shoal. 5 20- 6- 0 16 20- 6- 0 6 23-11- 8 17 25- 6- 8 " per the f�alla.wg scheclrle: 7 25- 6- 8 18 30- 0- 0 8 30- 7- 0 19 31- 33&41 TC 24.0" 9- 9- 3 13- 4-15 9 35- 6- 4 20 35- 6-,4 10 41- 0- 0 1 41-<0� 0 TC Vat 54.0 0- 0- 0 54.0 9- 6- 0 E Tv Vat 108.0 9- 6- 0 164.0 20- 6- 0 .30 1 .47 TC Vat 54.0 31- 6- 0 54.0 41- 0- 0 .59 BC Vat 24.0 0- 0- 0 24.0 41- 0- 0 .00 TYPICAL P1IPWh:W..j5-3 -00 BLUSAP, IF ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs. CO 50907 Tp5.0 Version T6.2.0 TC 2t6 D$L #2 2x4 DFL #1 6c Btr. 1-3, 8-10 EC 2x4 DFL #1 & Btr. SSB 2x4 DFL STAT CBE, ELK 2x4 DFL SI'ANDARD Inacled fcr 10 PSF rtah-concurrent BSL. Irte icr suppcst or tetpolarY shcr ng -t be in place before n/this sru. R3um>sacrn3 is�others) to p See HB -91 and TPZrL-995; p.4.5 arra 10.3.4.6. 1x4 thin. crntinxrus lateral bracing attached to fear Tc v here indicated w/ 2-10d nails each. LInber nest be structural grade. Brace Q 24" o.c. unless rated otherwise. 'This truss is designed using the LIC -97 Code. Bldg Ehcicser = Yes, Ehd Zone = No H,.rh Xcane/Oxen Lam = No , Dqa Chtegcry = B Bldg Length = 80.00ft, Bldg Width = 40.00ft, Meath rtxf height = 25.30ft, MPH = 80 Classification = 4, Dead Lead = 21.0 pt+f 10-7-3 t . 0-4-3 Truss I D • B 1 Qty: plarim spec •,AMI/IPI - 1995 THIS LfSICiI IS THE 034FOSTIE RE= OF NCLTTPLE LOAD CASES. DEARMC f@UD2FI,0 M shom-i are baeo9 CICY on the truss material at each bearing. aA'IE VALM PER ICSO Re� REPS #1607. Location of interacr bearirigs dxxdd be clearly narked on each truss. Drainage mist betqo ch d der to avoid pa ing. Dtended rrrinri<xa 2,4 vt=h ttuateria7. at 48' o.c. mWc. drcftml to the chard below aril attached with 1.5-3 titin. plates, or (5)-16 ga. staples, or adequate nailing ly ethers typica] each and. PLATIN BASED CN GElEEN UPU R VA=. ­DEG LOAD PARPIAL Cagr. BRZ (PRE-SILB) F%M: TO: - -9 6" - 31' 6" 5-5-12 4-11-4 5-0-8 5-0-8 1 5-0-8 5-0-8 F4-11-4 J 5-5-12 5-5-12 Ill -5-0 15-5-8 20-6-0 25-6-8 30-7-0 35-6-4 41-0-0 20-6-020-6-0 rl 2 3 4 �5 6 7 8 9 10 66 00 20-2-0 -6.001 ill Drwg: LVUI yy&ty I •t-vuI ...................... Designed for 4.1 K lbs�ac� load implied tcp the bettor availy alcrg the cl>arito drnYl alcr3 partial caitinicur bearirrt(s) dead lows indicated, oarazrrently with and 0 1: live load. Dnatiorr-1.33. Partial cal-ininia hg reaction = 186 PLF Max. cbrmec tion (b otTher's) must transf r pal load to each ply (or add-cri) shoal. ...................... n Tihis desi based on chard bracing flied " per the f�alla.wg scheclrle: nwc O.C. front to yr TC 24.0" 13- 4-15 27- 7- 1 TC 24.0" 9- 9- 3 13- 4-15 7C24.0" 27- 7- 1 30-7-O 0 ----- ----LOAD CASE #1 II=SICN LOADS ---------------- Dir L.Plf L.Lcc R.Plf R.Lcc TC Vat 54.0 0- 0- 0 54.0 9- 6- 0 .59 Tv Vat 108.0 9- 6- 0 164.0 20- 6- 0 .30 TC Vat 164.0 20- 6- 0 108.0 31- 6- 0 .47 TC Vat 54.0 31- 6- 0 54.0 41- 0- 0 .59 BC Vat 24.0 0- 0- 0 24.0 41- 0- 0 .00 '1-"- t Ai -ll -fl 11-6-15 SHIP 0-4- LU Cr 11 12 1314 15 16 17. 1819 20 21 5-5-12 9-119-11-12 ,5-0-8 5-0-8 5-8-12 9-8-12 5-5-12 15-5-8 20-6-0 25-6-8 31-3-4 41-0-0 Trutswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 7 SUPPORTS "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. TBP: 168.0 WT: 280 # WARNING Read all notes on this .sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneCh)e: in accord nce with the current versions of'I'PI and AFI'A design senid:ods. No responsibility is assumed for dimensional ag� ccuracy. Dimensions are to be Da #LC - 12 verified by tlne component manufacturer and/ur build'uig designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 po f braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 ps f Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 197. and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' 1 Wood Truss Council of America Standard Design BC Dead 12.0 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 0 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and -TOTAL 39 .0 of Paper Association (AFPA) is located at 1111 19111 Street, MV, Ste 800, Washington, DC 20036. P /F,p = E S Sf0Hq� ti A Nk c104�982 i70 Exp 12131102 Sr�� � �A F�Pa\P 1/4/2001 Scale: 3/32" 1' WO: NIEDER Custesuer Name: DA DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Den Ratio: 1+/360 TC: LvI/80 ];ob Name: NIEDER Elm -X -IOC RFACP SITE RE,2'D 1 0-x2-12 464 5.50 1.50" 2 9- 8-12 3596 5.50" 1.70" 3 31- 3- 4 1596 5.50" 1.70" 4 40- 9- 4 464 5.50" 1.50" Tc Fa;KE AXL END CSI 1-2 -231 .00 .26 .26 2-3 526 .05 .25 .30 3-4 -491 .00 .23 .23 4-5 -444 .00 .29 .29 5-6 -763 .00 .29 .30 6-7 -763 .00 .29 .30 7-8 -444 .00 .29 .29 8-9 -491 .00 .23 .23 9-10 526 .05 .25 .30 10-11 -231 .00 .26 .26 BC I= AXI, HID CSI 12-13 158 .02 .14 .16 13-14 154 .00 .23 .23 14-15 -482 .00 .27 .27 15-16 470 .04 .27 .31 16-17 470 .04 .27 .31 17-18 -482 .00 .27 .27 18-19 154 .00 .23 .23 19-20 158 .02 .14 .16 G,M FCRCE CSI FEB FLf1CF- (SI 2-13 179 .07 7-16 247 .10 2-14 -495 .24 7-17 -563 .24 3-14 -1029 .44 9-17 842 .34 3-15 842 .34 9-18 -1029 .44 5-15 -563 .24 10-18 -495 .24 5-16 247 .10 10-19 179 .07 6-16 370 .15 MAX LEFI.F CN (rpm) L/999 IN MFM 15-16 (LIVE) IF -.03" D= -.04" T= -.07" Joint Lxatia>,s ===== 1 0- 0- 0 u 41- 0- 0 2 5- 3- 0 12 0- 0- 0 3 9-11- 8 13 5- 3- 0 4 11- 8- 4 14 9-11- 8 5 15- 2-12 35 15- 2-12 6 20- 6- 0 16 20- 6- 0 7 25- 9- 4 17 25- 9- 4 8 29- 3-12 18 31- 0- 8 9 31- 0- 8 19 35- 9- 0 10 35- 9- 0 20 41- 0- 0 . T B BC 2x4 DFL #1 & Btr. WEB 2x4 DFL SIAtMARD g_ATE VALLES P02 ICBG RESEARCH M= #1607 Loaded for 10 PSF rxn-corxxirrent. BCLL- Intexior sq:p=t or tetpoary shszng trust be in place before z3 this truss. 10-7-3 0-4-3 Truss ID: B2 Q planim spec :31MI/M - 1995 II3LS LESIIN IS m E CCMFC6ITE RE= OF K=PLE ICYtD CASES. SEARIM Fs7U� shear are base' aiLY on the truss material at eadl beariizJ. Lxation of interior bearuz,3s lYxuld be clearly harked on each truss. PlATIIIG BA= CN GEEK II149EI2 VAIL&S . 5-3-0 9-11_=12 , 5-3-4 5-3-4 5-3-4 9-11-8 5-3-0 15-2-12 20-6-0 25-9-4 31-0-8 41-0-0 2()-6-020-6-0 rl 2 3 4 5 �6 7 8 9 10 11 F-6 . Op_6 00, 5-6 5 Drwq: CUU I uu'4u I This truss is desicgned us -V the LBC -97 0 --de. Rldy Elrlosed = Yes, F]z1 Zone = Nb Hffzzcane/ooean Line = No , F Cate�y = B 80.00ft, B1d3 [lidth = 40.00ft, I� height = 25.30ft, NM = 75 Classification = 4, Dead Load = 23.0 psf 9114 1 ., 10-6-8 t 2F 10-6-8 9-11-8 2 ei_n_n 12 13 14 15 16 17 18 5-3-0 9-119-1112 ,5-3-4 5-3-4 5-3-4 5-3-0 15-2-12 20-6-0 25-9-4 31-0-8 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false a -,,.,e -i.t-cn - nnsitioned as shown above._ 19 20 9-119-11=8 41-0-0 OVER 4 SUPPORTS WARNING Read all notes on this skeet and give a copy of it to the Erecting Contractor. T7, This design is for an individual building component nut truss system. It Itis been based on specifications provided by the component manufacturer and done gs in accordance with the Curren[ versions of TPI and AFPA design st mdards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L U SSR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the lards utilized on this design meet or exceed the load'ung imposed by the load building code and the paticuLtrapplication. The design assumes that the top chord is Literally ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only ar reduce buckling length. This component shall not be placed in any environment that will cause die moisture content of the wand w exceed 19', :rad/or cause connector pLde corrosion. Fabricate, handle, instill and brtce this truss in ''ROSWAL SYS19iA1S occord:ntce with the following stand:urds: '1111 NT D i'I'All �', by Truxwal, 'ANSI/'I'I'I 1', 'W'I'CA I' - Wrwd'Truss Council of AmericaSL•mdard Design �u5 N,mhpark Dr.. Colo Springs. CON0907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIS -91) and 'HIE -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.0 Version T6.2 . 0 Paper Association (AFPA) is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. TBF: 107.3 WT:187 # Chk: Degnr: #LC - 16 TC Live 16.0 pef TC Dead 11.0 pef BC Live .0 psf BC Dead 12.0 psf TOTAL 3� psf ES'V J O. 59 8'2': J kxp. 12/31 /02 sT CN1� �.P \ qTE OF CXI_\ 1/4/2001 Scale: 3/32" 1' WO: N=DER Customer Name: DA DurFacs L=1.25 P=1.15 Rep 14br End 1.00 O.C.Spacing 2- 3- 0 Design Spec UBC -97 Defl Ratio: W360 'IC: Ltygo Ibb Name: NIEDER EW. X -LOC REA= SIZE REi2'D 1 0- 2-12 525 5.50" 1.50" 2 9- 8-12 1703 5.50" 1.82" 3 31- 3- 4 1426 5.50" 1.52" 4 40- 9- 4 847 5.50" 1.50" TC FCRCE AXL RO CSI 1-2 -589 .00 .19 .19 2-3 1146 .05 .18 .23 3-4 1182 .06 .19 .25 4-5 -428 .00 .22 .23 5-6 -1660 .12 .11 .23 6-7 -982 .00 .22 .23 7-8 -1213 .00 .22 .23 8-9 1212 .06 .19 .25 9-10 1176 .14 .13 .27 10-11 -1216 .14 .14 .29 BC FIM AXL BND CSI 12-13 217 .02 .09 .31 13-14 213 .00 .18 .18 14-15 -441 .00 .21 .21 15-16 1913 .23 .13 .36 16-17 2994 .84 .11 .95 17-18 -583 .01 .22 .23 18-19 1352 .17 .12 .29 19-20 1355 .17 .13 .30 Fh•B Fmm CSI 4,EB FcpcE CSI 2-13 158 .06 7-16 988 .42 2-14 -568 .29 7-17 -1321 .57 4-14 -1536 .65 8-17 1149 .44 4-15 1977 .76 8-18 -925 .40 5-15 -1576 .68 10-18 -671 .34 5-16 2037 .78 10-19 160 .06 6-16 1049 .40 MAX EEFLEC.TICN (span) L,/999 IN F M 15-16 (LIVE) L= -.05" D= -.07" T`-- -.12" ---= Joirit Tc t-ims =_ 1 0- 0- 0 11 41- 0- 0 2 5- 0- 0 12 0- 0- 0 3 6- 3-13 13 5- 0- 0 4 9-11- 8 14 9-11- 8 5 15- 2-12 15 15- 2-12 6 20- 6- 0 16 20- 6- 0 7 25- 9- 4 17 25- 9- 4 8 31- 0- 8 18 31- 0- 8 9 34- 8- 3 19 36- 0- 0 10 36- 0- 0 20 41- 0- 0 TYPICAL PLATE : 1.5-3 BLUSAR MFG ® LLC TRUSU'AL S1'ST1IMS 4445 Nortbp"rk Dr., Colo Springs, CO 80907 Tp5.0 Version T6.2.0 7C 2x4 rFL #1 & Btr. 13v 2x4 rFL #1 & Btr. VM 2x4 DFL S15*10ARD Plating ADSI/'IPI - 1995 THIS LESIIN LS T -IE COVIF-MITE RESULX OF N6II.,TIPLE LOAD CASES. BE*M,r; Rq JIf21T'4NIS sho„n are based ONLY m the truss material at each bearirrJ. 13AZE VALLES )'ER ICED RESEARCH paCR' #1607 Locatim of intericr bearings shaild be clearly marked on each truss. PLATIN BASED IN aEEN U14EER VALLES. 1)PL RCITIN(S) rtt1-1# m��=,�cBm tt 4 -322# -MAG-= P.4iZPIAL CINE. BRIO; (PRE -SIZE) ,FROM: ZD: -------- -------- 211 2„ 31' 61- 10-7-3 0-4-3 Truss ID: B3 Qtr: ® DO the rej nit fcr lateral bracing at each lo�tim sho ah. Lateral bracing systars %Judi inde d 1 or x-bran3 are the reepazsibility the 4 Wilding d si Trnasval �ct�,�•-f�ere� BRACE -IT may be la c • c.Tr rt xz+= IateL3L brad hr3 m trusses spaced 24" cc. Alten- tively, use scabs ctr braces as sho ah on Tnaa al Systere standard details, Loaded fcr 10 PSF trn-carzsrent BOIL• Interior support m terTcraty sl=ing mast be in place before erectirg this truss. I hi.s truss is designsd using the UBC -97 Qz3e. Bldg Enclosed = Yes, End Zcne = No Hzricarte/Ocean Line = No ,F y = B Bldg Is h - 80.00ft, Bldg FFidth = 40.00ft, Mean rmf he* Me ght = 25.30ft, MH -I = 75 riassificatim = 4, Dead Load = 23.0 psf 5-0-0 .4-11-8 5-3-4 5-3-4 ,5-3-4 5-3-4 .4-11-8 i5-0-0 5-0-0 9-11-8 15-2-12 20-6-0 25-9-4 31-0-8 36-0-0 41-0-0 20-6-0---------20-6-0 1 2 3 4 5 6 7 8 9 10 11 .00 -6.00 5-6 1 Drwg: LUU] uu'tu I't-' Designed for 4.8 K ]hs c+�+ +loa +gyp+lid+ + evatly alar) the tcp dict to the bolt:! d7�d alar) partial cart.in>Qas bearsm(s) indicated, mntrra>tly with dead keds and 0 % live load. ru atiar-1.33. Partial rrnhin uus�g react' = 465 PLF Max. iah o", 9era) mast transfer equal load to each ply (cr add -a) shckrt. + + + + + + + + + + + + + + + + + + + + + + i 7 his des* based m cnc rd bracing applied per the f�illaviss3 sd�siale: tree o.c. froth to BC 46.0" 20-10- 8 31- 0- 8 9-11-8 10-6-8 10-6-8 t 9 11-8 k" ai_n_n 12 13 14 15 16 17 18 19 20 5-0-0 �4-11-81 5-3-4 5-3-4 15-3-4 5-3-4 �4-11-8 t5-0-0 5-0-0 9-11-8 15-2-12 20-6-0 25-9-4 31-0-8 36-0-0 41-0-0 Truswal Systems Plates are 20 ga. unless own by "18"(18 ga,) or OVER 4 SUPPORTS "H"(16 ga.), positioned per Joint Report. Circled plates and false shown frame plates are positioned as shown above. TBF: 132.7 WT: 224 # WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not trees sys(em. It has been based on specifications provided by the component tnanufacturer and doneCh)e: hi accordance with the current versions of TPI and AFP A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds #LC = 18 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this �' design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf braced by the roof or floor sheathing and the bottom chord is Intervally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 psf Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed li)% :und/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live 0 psf accordance with the following standards: 'JOIN'r DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 12.0 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 39.0 psf Paper Association (AFPA) is located at 1111 l9ih Street, NW, Sic 800, Washington, DC 20036. A e 0. 4\m t' 9 82 X l Exp. 12/31/02 A Srq� O N� �oP�r 1/4/2001 Scale: 3/32" 1' WO: NIEDER Customer Name: DA DurFacs L=1.25 P-1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dafl Ratio: 14/360 TC: "go jpb Name: NIEDER BES X -LDC REACT SIZE RI37'D 1 0- 2-12 407 5.50" 1.50" 2 9- 8-12 1426 5.50" 1.52" 3 31- 3- 4 1426 5.50" 1.52" 4 40- 9- 4 407 5.50" 1.50" TC FC12CE AXL END CSI 1-2 -209 .00 .19 .19 2-3 396 .05 .18 .23 3-4 484 .06 .19 .25 4-5 -428 .00 .22 .23 5-6 -670 .00 .22 .23 6-7 -670 .00 .22 .23 7-8 -428 .00 .22 .23 8-9 484 .06 .19 .25 9-10 396 .05 .18 .23 10-11 -209 .00 .19 .19 BC FC%E AXL B1ID CSI 12-13 147 .02 .09 .11 13-14 143 .00 .18 .18 14-15 -441 .00 .21 .21 15-16 409 .03 .21 .24 16-17 409 .03 .21 .24 17-18 -441 .07 .23 .30 18-19 143 .00 .18 .18 19-20 147 .02 .09 .11 WFB FCRCF CSI W.2 rcrCF.. (,`;I 2.-13 158 .06 '/-1G 221 .09 2-14 -448 .23 7-17 -500 .22 4-14 -925 .40 8-17 748 .30 4-15 748 .30 8-18 -925 .40 5-15 -500 .22 10-18 -448 .23 5-16 221 .09 10-19 158 .06 6-16 320 .13 MkX rEFLECTICN (spmh) 1,/999 IN P1FI'I 15-16 (LIVE) Lv -.02" D= -.03" T= -.06" -= Joint. Lcxatiahs = 1 o- 0- 0 u 41- 0- 0 2 5- 0- 0 12 0- 0- 0 3 6- 3-13 13 5- 0- 0 4 9-11- 8 14 9-11- 8 5 15- 2-12 15 15- 2-12 6 20- 6- 0 16 20- 6- 0 7 25- 9- 4 17 25- 9- 4 8 31- 0- 8 18 31- 0- 8 9 34- 8- 3 19 36- 0- 0 10 36- 0- 0 20 0- 0 {41= M TYPICAL 'PLATE 1.5-3 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. y,¢g 2x4 DFL 991 -UM u aTF VAiLE.S iER ICE3o ImsEAR34 Rid' #1607 Irnded fcr 10 pSF r -ca---eBaL L'mast Ltezfor suit tetp-y be in place before a ectirg this truss. 10-7-3 0-4-3 Truss ID: B4 Qty: " pl of i�r - : +PISI/`IPI - 1995 TEIIS LPSICil LS THE 024FCSrIE RESULT OF 14=PLE LOAD CASES. EEAp <; 7M eho.,n are based CDLY on the truss material at each bear Lccaticn of interior bearings shaAd be clearly narked cn each mass. PLAMU BFiSED CN C#IIQ LLM2ER VALLES. z 5-0-0 i4 -I I -`i J 5-3-4 5-3-4 .5-3-4 5-3-4 .4-11-8 i5-041 5-04) 9-11-8 15-2-12 20-6-0 25-9-4 31-0-8 36-0-0 41-0-0 2l1 6 ll 20-6-(1 ~1 2 3 4 5 �6 7 8 9 10 11 1 6.00 -6.0 5-6 10-6-8 9-11-8 2" �+ d.1 -11J) - 12 13 14 15 16 17 18 19 20 5-0-0 4-11-85-3-4 5-3-4 15-3-4 5-3-4 4-11-8 i5-0-0 5-0-0 9-11-8 15-2-12 20-6-0 25-9-4 31-0-8 36-0-0 41-0-0 Drwg: LUV I vv&ry 1 MY This deserr�tt based cn chm.'d inacim applied per the f�llovirsg edh�bale: trwc o.c. frart to BC 75.0" 20-10- 8 31- 0- 8 This truss is designed using the IBC -97 Cx1e. Bldg arrlceed = Yes, Erd 2nhe = No Httric am/Crean Line = No , Categary = B 80.00ft, Bldg Width = 40.00ft, M height = 25.30ft, MPA = 75 r Caassifieatiah = 4, Dead Lead = 23.0 psf 11-6-15 SHIP 04-1 4- . Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 4 SUPPORTS "H"(16 ga.), positioned per Joint Report.-. Circled plates and false 17 -A - --i trams 1a- a ------ -- - - TBF: 123.3 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not Huss system. It has been based on specifications provided by the component manufacturer and done Chk: bi accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be M verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnr: B LU SAR " ■ design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that BC Lis will cause the moisture content of the wood to exceed 1910 and/or cause coanector plate corrosion. Fabricate, handle, install and brace this truss in TRUSXVAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1"- Wood Truss Council of America Standard Design BC Dead 4045 Northpark Dr., Cole Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SKEET' by TPI. The Truss Plate Institute (TI'p is located at 5X3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL Tp5. 0 Version T6.2.0 Paper Association (AFI'A) is locadal at 1111 19th Street, NW, Sic w), Washington, DC 20036. ESS,9��c Q� Cp 2 :M /Exo.12t31/02 / CO- 17924310 O - 1/4/2001 Scale: 3/32" 1' WT:209 # WO: NIEDERom Custer Name: #LC = 16 DA 16.0 psf DurFacs L=1.25 P=1.15. 11.0 psf Rep Idbr Bnd 1.15 .0 psf O.C.Spacing 2- 0- 0 12.0 psf Design Spec UBC -97 Ddl Ratio: U360 TC: LN&I 39.0 pef Job Name: NIEDER )3. .X -LOC . RE7= SIZE R02'D 1 0- 2-12 637 5.50" 1.50" 2 9- 8-12 2729 5.50" 2.54" 3 14- 7-12 2023 5.50" 1.78" 4 29- 3- 4 1309 5.50" 1.50" 5 31- 3- 4 702 5.50" 1.50" 6 40- 9- 4 422 5.50" 1.50" TC FCRCE AXE, RM CSI .15 1-2 -762 .00 .19 .19 .08 2-3 663 .07 .19 .26 .07 3-4 583 .08 .38 .45 -285 4-5 468 .05 .38 .43 21-22 5-6 -590 .00 .37 .37 6-7 -590 .00 .32 .33 .15 7-8 291 .04 .32 .36 VM 8-9 333 .04 .23 .27 .41 9-10 389 .04 .22 .26 2-14 10-11 -208 .00 .22 .22 -1167 SC FCPCE AXL, FcII) CSI 1 0- 0- 0 13 12-13 631 .08 .33 .42 4 14- 7-12 16 13-14 604 .08 .62 .70 7 24- 4-12 19 14-15 -464 .00 .62 .63 10 35- 4- 4 22 15-16 562 .07 .30 .37 Dir L.Plf L.Lcc R.Plf R.Lac 16-17 562 .07 .14 .21 TC Vert 164.0 20- 6- 0 108.0 31- 6- 0 17-18 562 .07 .08 .15 EIC Vert 24.0 14- 6- 0 24.0 41- 0- 0 18-19 586 .07 .08 .14 19-20 586 .07 .12 .19 20-21 -285 .00 .12 .12 21-22 135 .02 .09 .11 22-23 140 .02 .14 .15 VM FCRZE CSI VM FCRZE CSI 2-13 1011 .41 7-18 165 .07 2-14 -1306 .55 7-20 -1167 .89 3-14 -601 .24 8-20 -377 .14 4-14 -273 .21 8-21 -178 .08 4-15 -610 .23 9-21 -266 .11 5-15 -1336 1.00 10-21 -462 .19 5-17 167 .07 10-22 185 .08 5-18 328 .13 MAX ]>lTICN (span) : L/999 IN MfM 13-14 (LIVE) LF -.02" D= -.03" T= -.05" === Joint Lactims = 1 0- 0- 0 13 5- 7-12 2 5- 7-12 14 9-11- 8 3 9-11- 8 15 14- 7-12 4 14- 7-12 16 16- 0- 0 5 19- 6- 4 17 19- 6- 4 6 21-11- 8 18 24- 4-12 7 24- 4-12 19 25- 0- 0 8 29- 3- 4 20 2Q-, 3- 4 9 31- 0- 8 21 3T= 0- 8 10 35- 4- 4 22 3� 4- 4 11 41- 0- t 23 41j4 0- 0 12 0- 0- �� Dir L.Plf L.Lcc R.Plf R.Lac -,,*M Z" TYPICALTI1 1. .59 TC Vert 108.0 9- 6- 0 164.0 20- 6- 0 BW-�,c`'FG TRUSWAL SYSTEMS --T 4445 Northpark Dr.. Colo Springs. CO 50907 Tp5.0 Version T6.2.0 2x4 DFL #1 & Btr. 1-3, 9-11 DC 2x6 M #2 l+1FBB 2x4 DEL SIPIalARD Lumber shear allo..ables are per NDS -97. Plating spec • PDBI/'I'PI - 1995 THIS EESI(aI IS TpE CavgCSTIE RESULT OF K=PIE LOAD CASES. EEAR z SIS shorn are based CN1,Y .m the truss material at each bearing. Lactim of intericr bearings slyxdd he clearly narked pcn eea�dh truss. Drainage must beailadad tcp cf�, to avoid tuate>j• requires 2x4 �..eb nateizal at 48" o.c. maoc. &iTped to the dzsdd bolo, are attad7ed with 1.5-3 min. plates, g (5) - 16 ga. staples, crr adequate by others tyyppical each errs. I4; BASED C RATIN GEEK ILM M VAT M 10-7-3 0-4-3 Truss ID: B5 Qtv ® thenerlt. fcr lateral bracingg s at each 1. on lnD n. Lateral bracing systers are the v include f� racing espcstYO-tlbi1ding designer. Trusalt- MACE-rr maybe used for mlhinxxas lateral bracing lon trusses spaced 24" oc. Alternative u scabscr T- as shon m T SyV#16s07e .a= P pfgIREETICI FEa Irsacied for 10 FSF nm-c=Xurra>t BaL- Inte for support or terporary d=ing mast be in place beforethis truss. reva�t a3/ or ( ctl7-91 to pp See HIB -91 arrl PTSI/'rPI 1-1995; 10.3.4.5 arra 10.3.4.6. 1x4 tnin. cahtintaas lateral hracuzl attad>rd to flat TC vkrre indicated w/ 2-10d nails each. An1er mast be structural grade. Brace © 24" o.c. unless noted ctheswise. 5-7-12 9-040 9-9-0 6-7-12 9-11_=8 5-7-12 14-7-12 24-4-12 31-0-8 41-0-0 211 6 II 20-6-0 11 2 3 4 5� 6 7 8 9 10 11 00 , 211 2 0 -6,001 1 Drwg• LUU I vv`ty I `r -v'. A. 0 TV" des applied following m c� �J schedule: Pte' the mem o.c. fran to TC 24.0" 13- 4-15 27- 7- 1 TC 24.0" 9- 9- 3 13- 4-15 TC 24.0" 27- 7- 1 .. 30- 7- 0 UPLIFT I7EALTICN(S)2: This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, End ZCne = No H x ate/Oc�Ban Line = I3c , Exp C ategmY = B Bldg _ 80.00ft, Bldg Phdth = 40.00ft, Meath rhFg It = 25.30ft, MFH = 80 a Classificatim = 4, Dead Iced = 21.0 Psf -LOAD CASE #1 IESIIN LOADS ---------------- U Dir L.Plf L.Lcc R.Plf R.Lac -,,*M TC Vert 54.0 0- 0- 0 54.0 9- 6- 0 .59 TC Vert 108.0 9- 6- 0 164.0 20- 6- 0 .30 TC Vert 164.0 20- 6- 0 108.0 31- 6- 0 .20 TC Veit 54.0 31- 6- 0 54.0 41- 0- 0 BC Vert 24.0 0- 0- 0 24.0 7- 6- 0 .59 .00 BC Vit 224.0 7- 6- 0 224.0 14- 6- 0 .37 EIC Vert 24.0 14- 6- 0 24.0 41- 0- 0 .00 T�yjp�ee Ilia X.Lr- LI.t M i3l�'Ve t 890.0 6- 6- 0 .41 2F" al -n-n 24-4 11-6-15 SHIP 0-4- 12 13 14 1516 17 189 20 21 22 23 5-7=12 9-040 9-9-0 6-7-12 9-11=8 5-7-12 14-7-12 24-4-12 31-0-8 41-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 6 SUPPORTS "H"(16 ga.), positioned per Joint Report. Circled plates and false �Q�y�,. MESS,q�yc Q� J N . 0 X5982 Exp. 13'/31 /02 CN1L a�Qi trams piaces are v= TBF: 182.0 trf:311 # WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds #LC - 40 verif ed by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this �' design meet or exceed the lading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 psf Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that 0 psf will cause the moisture content of the wood to exceed 19% and/or cause couector plate corrosion. Fabricate, handle, install and brace this truss in BC Live accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI I', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 12.0 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and CTAS. 39.0 psf Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1/4/2001 Scale: 3/32" 1' WO: NTEDER Customer Name: DA DurFacs L=1.25 P=1.15 Rep Mr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: Lt/360 TC: LygeO J,ob Name: N 1 ED ER BIS X -IOC FV= SIZE REQ'D 1 0- 0-12 837 1.50 1.50" 2 10- 4-12 887 1.50" 1.50" TC FORCE AXL END CSI 1-2 -971 .01 .31 .31 2-3 -801 .01 .51 .52 BC FCP.CE PXL IIID CSI 4-5 826 .11 .28 .39 5-6 84 .00 .31 .31 TVEB FSC£ CSI 4JEB FLRC£ CSI 2-5 -259 .05 3-6 -816 .15 3-5 982 .40 I'm l EE FY C1q (span) L/999 IN MEM 4-5 (LIVE) IF -.04" D= -.06" '1'- -.09" Joint Io t_ias _== 0- 0- 0 4 0- 0- 0 2 6- 2- 8 5 6- 2- 8 3 10- 5- 8 6 10- 5- 8 3-7-0 IO -4-3 6-2-8 4-3-0 6-2-8 10-5-8 1 6-5-11 2' 3 ' -1 - 6.00 263/1 2-0-0 , 4 5 6-2-8 TrUBwal Systems Plates are 20 ga. unless shown by 4rI8"R'(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame rolates are positioned as shown above. 6 4-3-0---, 3-3-4 N TBP: WNIN�i Read all notes on this skeet and give a copy of it to the Erecting Contractor. v This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done ; in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgr Id' d ' or to fabrication The building designer must ascertain that the loads utilized on this 4-6-12 S P 26.0 WT: 42 # #LC = 10 en B LU SAR' M FG vfied by the component manufacturer and/or bun ener pun K; design meet or exceed the loading imposed by the lochs building code and the pa[icular application. The design assumes that the tap chord is laterally TC Live 16.0 pa f braced by the roof or floor sheathing and the bottom chord is Lver.illy braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 psf ® LLC IAacbng shown is for Lateral support of components members only a, reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' '- Wood Truss Council of America Standard Design SC Dead 12.0 psf 4445 Northpark Dr.. Coto Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 0 SUMMARY SHEET' by TPI. The Tress Plate Institute (I'I'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 39.0 psf Tp5 . 0 Version T6 .2 . 0 Paper Association (AFPA) is located at 1111 191h Street. NW, Sic 800, Washington, DC 20036. MES Q 9�m o. CC 82 :10 Exp. -121311:02 CA 1/4/2001 Scale: 3/8" - 1' WO: NIMER Cuetccier Name: DA DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dsfl Ratio: L/360 TC: L480 Truss ID: C Qty: ' 1 Drwg: LVV 1 uy`ty 1 �t-v 1 jL, TC 2x4 DFL #1 & Btr. Plating spec ::A1'SI/'IPI - 1995 This des-�h rased ah d=d hmairg applied the following ed•�le: BC 2x4 rffL #1 & Btr. THUS EISI(V IS THE t374�rM RESULT OF per ttwc o.c. from to I'm 2x4 EFL SE*MVD Lumber alto abler are per NES -97. NEI[,TII3E LOAD CASES . E *znu sho ah a� �� 0W IN 'IC 24.0" 6- 5-11 10- 5- 8 Thhis truss is desigy ed usirg the shear PLAOE VALIES FEP ICBG RESEAR1-I REFC RT #1607. ah the miss material at each bearing. fcr 10 FSF nm�-cor=n= t BOLL. UBC -97 Code. Ihair:age trust be provided to avoid pc dim. _ 1x4 ttnn. eattinaws lateral bracing attached Loaded F'snwh�ht bracim ns Iirtg. (by ctlh�s) to rctatirn/t43n1 . See HIB -91 and Bldg �l� = Yes, Fid Zcrn = No 4y = B H.¢rlcatte/� Line = 23c [t th 40.00ft, 4ildth to flat TC vktet.•e indicated w/ 2-10d nails Lmberc mast be strOted al grade • prevent PNSI/`I'PI 1-1995; 10.3.4.5 aryl 10.3.4.6. = Bldg - SO.00ft, Bldg = Mean knight 21.79ft, MPH = 80 each. Q 24" o.c. unless noted ctl>esvnse. PLAT RU, BASED CN GZEFIl ILNER VAUE S . aid designed fcr axial loads cnly. rr r1A ificatiah = 4, Dmd Load = 21.0 pef verticals FYtd verticals that are extaz3e3 above or - ------ICAD CASE #1 rESIIN LOAM ---------------- Dir L.Plf L.Lec R.Plf R.Lcc UM belaw the truss profile (if any) tray rte+' -tee design �eic?arat>rn (bl others) lir TC Vert 54.0 0- 0- 0 54.0 6- 6- 0 .59 5- 8 additiaal f� larp al fa es tae to wird 7C rpiA ;c Tv Vert 110.8 6- 6- 0 110.8 10- .59 PC Vit 49.3 0- 0- 0 49.3 10- 5- 8 .00 Ica ds ah the baildirg ''IIyy_�ee Lbs X.Lx UV`IL il**Ve 6- 6- 0 1.00 t 155.9 TC Vit 107.2 6- 6- 0 .00 3-7-0 IO -4-3 6-2-8 4-3-0 6-2-8 10-5-8 1 6-5-11 2' 3 ' -1 - 6.00 263/1 2-0-0 , 4 5 6-2-8 TrUBwal Systems Plates are 20 ga. unless shown by 4rI8"R'(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame rolates are positioned as shown above. 6 4-3-0---, 3-3-4 N TBP: WNIN�i Read all notes on this skeet and give a copy of it to the Erecting Contractor. v This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done ; in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgr Id' d ' or to fabrication The building designer must ascertain that the loads utilized on this 4-6-12 S P 26.0 WT: 42 # #LC = 10 en B LU SAR' M FG vfied by the component manufacturer and/or bun ener pun K; design meet or exceed the loading imposed by the lochs building code and the pa[icular application. The design assumes that the tap chord is laterally TC Live 16.0 pa f braced by the roof or floor sheathing and the bottom chord is Lver.illy braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 psf ® LLC IAacbng shown is for Lateral support of components members only a, reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' '- Wood Truss Council of America Standard Design SC Dead 12.0 psf 4445 Northpark Dr.. Coto Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 0 SUMMARY SHEET' by TPI. The Tress Plate Institute (I'I'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 39.0 psf Tp5 . 0 Version T6 .2 . 0 Paper Association (AFPA) is located at 1111 191h Street. NW, Sic 800, Washington, DC 20036. MES Q 9�m o. CC 82 :10 Exp. -121311:02 CA 1/4/2001 Scale: 3/8" - 1' WO: NIMER Cuetccier Name: DA DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dsfl Ratio: L/360 TC: L480 Job Name: NIEDER EM X -LCC RFAC.T SItE REV D 1 0- 6- 4 388 1.50 1.50" 2 10- 4-12 392 1.50" 1.50" TC FCRCE AXI, END CSI 1-2 -537 .00 .11 .11 2-3 -252 .00 .10 .10 3-4 -184 .00 .05 .05 Bc FCRCE AXL MID CSI 5-6 436 .06 .05 .11 6-7 433 .04 .06 .09 7-8 111 .00 .06 .06 TVM KPLE CSI 41EB FCFrE CSI 2-6 101 .04 4-7 358 .15 2-7 -300 .09 4-8 -369 .11 3-7 -61 .02 Mp}; EU Fr't'rCN (span) 11/999 IN MEM 6-7 (LIVE) LF -.01" D= -.01" T-- -.01" ===== Joint Lccaticrs � _= 1 0- 0- 0 5 0- 0- 0 2 4- 0-12 6 4- 0-12 3 7- 9- 0 7 7- 9- 0 4 10- 0- 0 8 10- 0- 0 BLU-SAib? MFG TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Spriugs, CO 80907 Tp5.0 Version T6.2.0 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. TIM 2x3 DFL S7P11DAM PLATE VALLES PFR ICHJ MSE7iRCH RECFU #1607 Loaded for 10 PSF narconomzerlt BCLL- PLATLN3 BASED CN GZEIIQ ILNHFR VWSES. 4-7-0 4-4 I0-6-15 Truss ID: C1 Qty: f Platim spec :,XUI/`IPI - 1995 THIS LESICN IS THE GS r1E REKILT CF HM21201L REAMCN(S) aavcrt 4� 2 111# nhie is designed usirg the BFARIM RE1� DEMTIS stnmz are based QTLY an the tivss material at each bearistg. Rte` mast be ded to avoid � � Endverticals designed for axial lceids rnly. H.m�icam/C�h Line = No , ET CategomY = B 40.00ft, E]nd verticals that are $ aweor tr yep belo+.r the truss profile (if any) tray ra4�ire additiahal desicyt consideration O:y ethq s), Mean root Classification = 4, Dead Load = 21.0 psf fcr lateral fames doe to wird or sei mac Ds 4nr #LC = 10 loads on the wilding. TC Live 16.0 psf BLU-SAib? MFG TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Spriugs, CO 80907 Tp5.0 Version T6.2.0 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. TIM 2x3 DFL S7P11DAM PLATE VALLES PFR ICHJ MSE7iRCH RECFU #1607 Loaded for 10 PSF narconomzerlt BCLL- PLATLN3 BASED CN GZEIIQ ILNHFR VWSES. 4-7-0 4-4 I0-6-15 Truss ID: C1 Qty: rt 1 Drwg: UJUl UU'tu I'tt-u Platim spec :,XUI/`IPI - 1995 THIS LESICN IS THE GS r1E REKILT CF HM21201L REAMCN(S) aavcrt MIJLTTPLE =CASES. 2 111# nhie is designed usirg the BFARIM RE1� DEMTIS stnmz are based QTLY an the tivss material at each bearistg. LHC -97 0:ea. Bldg ainiceed = Yes, End Zane =No mast be ded to avoid � � Endverticals designed for axial lceids rnly. H.m�icam/C�h Line = No , ET CategomY = B 40.00ft, E]nd verticals that are $ aweor Length80.00ft, Bldg Width = fright = 22.29ft, ME = 80 belo+.r the truss profile (if any) tray ra4�ire additiahal desicyt consideration O:y ethq s), Mean root Classification = 4, Dead Load = 21.0 psf fcr lateral fames doe to wird or sei mac Ds 4nr #LC = 10 loads on the wilding. TC Live 16.0 psf braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. length. This component shall not be placed in any environment that 1i 4-0-12 3-8-4 4-0-12 7-9-0 8-0-3 IF- 2 3 F6 p0 2-3-0 10-0-0 4-3-4 4-7-0 SHIP ZV `.. Ni ESs9 Fy ¢ J N cog , xp. 12131/02 \\ sT CNWL _a�Pi 0-5-8 6 7 8 STUB 5 4-0-12 � 3-8-4 J 2-3-0 �p shown by "18"71T80ga.) or 10-0-0 Tnn-- ruswal Systems Plates are 20 ga.4u'hliss H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. TBP: 2 9. 3 WT: 48 # WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 'rhis design is for an individual building component not cuss system. It has been based on specifications provided by Ute component manufacturer and doneClk: Dimensions are to be iu accurdance with the current versions of TPI and AFI'A design stmdards. No responsibility is assumed for dimensional accuracy. The building designer must ascertain that the loads utilized on this Ds 4nr #LC = 10 verified by the component manufacturer and/or buildutg designer prior to fabrication. design meet or exceed the loading imposed by the local building code and the paticuLir appliavion. The design assumes that the top chord is laterally TC Live 16.0 psf braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. length. This component shall not be placed in any environment that TC Dead 11.0 pef Bracing shown is for lateral support of components members only to reduce buckling will cause the moisture content of the wood to exceed 19916 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf accordance with the following standards: 'JOINT DETAILS', by'rtuswal, 'ANSI/TPI 1', '"CA I' - Wood Truss Council of America Standard Design 'HANDLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 12.0 psf Responsibilities, INSTALLING SUMMARY SHEET' by TPI. The Truss Plate Institute CrPp is loaned at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and39.0 TGT P sf Paper Association (AFPA) is located at 1111 1'91h Street, NW, Sic NIX), Washington, DC ^_0036. 1/4/2001 Scale: 3/8" - 1' WO: N=DER Customer Name: DA DurFacs L=1.25 P=1.15 Rep ldbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L/360 TC: LN80 job Name: NIEDER IM -X-LOC REACT SIZE FG2'D 1 0- 6- 4 388 1.50" 1.50" 2 10- 4-12 392 1.50" 1.50" IC FAKE AM HID CSI 1-2 -515 .00 .22 .22 2-3 -70 .00 .22 .22 BC FC1KE AXI, EM GSI 4-5 411 .04 .14 .18 5-6 407 .04 .14 .18 TAM EiRC£ CSI lEB FCIKE CSI 2-5 194 .08 3-6 -104 .05 2-6 -472 .25 MAX JEFIFl:ITCN (spat) 1,/999 IN PEI 5-6 (LSVE) IF -.02" D= -.02" T= -.04" - = Joint Looaticns ==_ 1 0- 0- 0 4 0- 0- 0 2 5- 0- 8 5 5- 0- 8 3 10- 0- 0 6 10- 0- 0 : 2 Truss ID: C2 Qty: `3 TL 2x9 DFL #1 & Btr. 2x4 DFL #1 § Btr. P tiro spec :�PISI/`IPI - 1995 ME JESICN IS THEQSIR6IIE RE=CF DC vm 2x4 EFL SIS PLATE VALUES PER ICM R1 REFCRT #1607. M.ILTLPLE LCAD CASES. EEAp-ur, REi;U�S sham are based CI1LY Loaded for 10 PSF rrat-ema trent BOIy . End verticals designed for modal leads only. on the truss nater. al at each bearing. MA= BASED CN GMEN IIINEIEi2 VAUES End verticals that are a ten3ed above or 5-6-15 below the truss profile (if any) may req,- ad3itia�otl dasign consideration (by ?the-) for lateral fmoes due to wind or seisms loads on the building. w t►r 5.0.8 4-118 5-0.8 10-0-0 1 2 3 F-6 oo 4 Drwa: LUU ] UV' U 1 't -V 11- - Hui m mal, R=CN(S) t 1 148# awpart 2 148# Miis tress is designed using the MC -97 Qx7e. Bldg E --losed = Yes, FYrl Zrne = No Hsric am/fit Lim = No , 'E j Csts�.Y = B nth = 80.00ft, Bldg 4rdth = 40.00ft, ) roof heicpt = 22.63ft, ME E = 80 Cbassification = 4, Dead Lod = 21.0 psf t� .5- 3-4 5-6-15 5-6-15 O?F,OFcSS/pNq MFSS9Fc� R` 4-4 cmc I0-6-15 - .J No. 4 82 X 2.5-4 � Exp. 12/31/02 # OF Ck.�IF ., t0-0-0 0-5-8 6 STUB 4 5 4-114-11=8 1/ 4/2001 5-0-8 Truswal Systems Plates are 20 ga. unles�Ob�town by "18"(18 ga.)j ��-() = Scale: 5/16" 1' i "H"(16 ga.), positioned per Joint Report. Circled plates and false °" xf frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.Chk TSF: 24 • o WT: 41 # moo: N�DJ,R afacturer and done; This design is for an individual building component not truss system. It has been based on specifications provided by the component mnu Customer Name r in accordance with the curtent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be fabrication. The building designer must ascertain that the loads utilized on this Degnr: #LC - 10 DA B L U SAR MFG]braced verified by the component manufacturer and/or building designer prior to design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally • C Live 16.0 ps f DurFacs L=1.25 P=1.15 ® LLC by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only no reduce buckling length. This component shall not be placed in any environment that TC Dead 11.0 pef Rep Mbr Bnd 1.15 0 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0- TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Ttvswal, 'ANSI/TPI 1', 'WTCA 1' = Wood Truss Council of America Standard Design 'HIB BC Dead 12.0 pef Design Spec USC -97 4445 Northpark Dr., Colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 Forest W360 TC: L;#a0 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American ander 0 39.0p Defl Ratio: TpS . 0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. ]oe Name: NIEDER BIS; TLx RFACr SITE R672'1) 1 0- 0-12 410 1.50" 1.50" 2 6- 5- 4 161 1.50" 1.50" 3 6- 5- 4 95 1.50" 1.50" TC I= AXI, HID LSI 1-2 -74 .00 .36 .36 2-0 -1 .00 .00 .00 BC FCKE AM HID GSI 3-4 92 .00 .27 .27 4-0 0 .00 .00 .00 MAX rEFr>+ ICN (slaart) • L/999 IN MEM 3-4 (LIVE) LF -.06" D= -.08" T= -.14" -- Joint Locations = 1 0- 0- 0 3 0- 0- 0 2 6- 6- 0 4 6- 6- 0 BLUSAR MFG ® LLC TRUSn1'AL SYSTEMS 4445 Nonlipnrk Dr., Colo Springs. CO 80907 Tp5.0 Version T6.2.0 Truss ID: M 1 Qty: ty 1 Drwg: LUU 1yy6ty I -r-%i TC 2x4 DFL #1 & Btr. Plating spec :,AISI/*M - 1995 Lm= F�ACiZQQ(S)35# BC ' 2x4 DFL #1 & Btr. THIS IESICii IS UEQSIIiSTIE Is=This truss is designed usirxg the PLATE VAIIE,S PFR IBO RESFARQi REQ #1607. K P� •EmENM sirzm am based Q]LY LBC -97 Q&- 1 n o 10 ter or bearings shouldnt cn the truss material at each bearing• Bld3 Riclose3 = Yes, Mid 7rs�e =Ino Laatirn of interims bearirs3s Hiartc�te/OoEM Line = No y = B clean marked cn each truss. Interims r t y X13 t �h 80.00ft, Bldg VT = 40.o0ft, 9zirtt beaus (if needed) for req. support• be in Place beforeirrJ this truss. � soof hei9tt = 21.64ft, MIFF = 80 PLATIN BASID CQ (�EIII LLMEIZt VALlES. Classificatim = 4, Dead load = 21.0 psf r' 6-6-0 6-6-0 2 L..-6.00 3-7-3 IO -4-3 2't — '—') 6-6-0 3-7-3 4-6-15 S P 31 4 6-6-0 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.)6o�-0 OVER 3 SUPPORTS H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. TBP: 12.0 WT: 19 # WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done ('hk: in accordance with the current versions of TPI and AFPA design stand:vds. No responsibility is assumed for dimensional accuracy. Dimensions are to be Deg� #LC = 10 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf braced by the roof or floor sheathing and the bottom chord is Latcnrlly braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 psf Bracing shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live -0 psf accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSIITPI 1', 'WTCA V - Wood Truss Council of America Standard Design BC Dead 12.0 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Trans Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 39.0 psf Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1k, MESs9F� \N.C 582 ?� Exp. 12/31!02 CN' _�•Pi 1/ 4/2001 Scale: 3/8" = 1! WO: NIMER Customer Name: DA DurFacs L=1.25 P-1.15 Rep bbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dafl ratio: 14/360 TC: "Bo 12b Name: NIEDER B%G X -IOC ' JEACT S12E F02' D 1 0- 1-12 435 3.50" 1.50" 2 8- 0-12 465 1.50" 1.50" 3 9-11- 4 13 1.50" 1.50" 4 7-11- 4 130 1.50" 1.50" 7C FUKE AX, BM CSI 1-2 -129 .01 .50 .51 2-6 -97 .00 .50 .50 0-0 -1 .00 .00 .00 BC Fl1ZCE AXL END GSI 3-4 145 .00 .33 .33 4-0 0 .00 .00 .00 L/902 IN MEM 3-4 (LIVE) LF -.10" D= -.15" T= -.25" - Joint Lc aticns = 1 0- 0- 0 3 0- 0- 0 2 8-0-0 4 8-0-0 BC 2x4 rl-M #1 & Btr. PIATE VAITffi PER ICBO RESEA� REFCFZI' #1607 Loaded for 10 PSF ntn-gid'. Bar. Lccatim of ir±eri= bearings should be clearly marked am each truss. PLATIM BASED IN G3 EII IINBER NA - Truss ID: M2 Q Plating spec : XSI/'TPI - 1995 IM MICN Is,v E cajpWrM RESULT OF IEII,TIPIE ISIAD GISES. BE ARIM X15 eho.,am are basad agLY on the truss material at each baring. Interior sq:part cr tecpa ary sh riM trust be in place befaee exectin-4 this truss. x -o -o s -o8 -o 2 r 6.00 1 2-0-0 s -o -o ; 3 4 8-0-0 8-0-0 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false 1 t e Dositioned as shown above. 4-4-3 A2 UPLJFT crit 22 IN(S) sa*96# H32I RulmQQ(S) 4 145# Zhi a truss is desigred using the MC -97 O:x]e. Blckj Enclosed = Yee, Fled 2rne = Tb B Harlcat':e/t7cean Lane = No , FV Ca SO.00ft, Hl 40. 00ft, hheight = 22.01.ft, MFH = 80 .. = 4, Dead Land = 21.0 Psf 14 6-3-15 SHIP OVER 4 SUPPORTS frame D a es ar - -- ®TBF: 14.7 WT: 25 # WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Crile: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dagar #LC - 10 B L[,I SAR MFG verified by the component mvtufacnnrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized r this design meet or exceed the loading imposed by the local building code and Ute paticular application. The design assumes that the top chord is laterally hive 16.0 paf braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 paf ®LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 paf TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Tnnswal, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Council of America Standard Design BC Dead 12.0 paf 1445 Nunhpark Dr.. Cole Springs, CO 50107 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 0 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 39.0 paf Tp5. 0 Version T6.2 . 0 Paper Association (AFPA) is located at III 11'>th Street, NW, Ste x00, Washington, DC 20036. IWC MFSs,9�� AN C 45 82 :13 Exp. I MV02 1/4/2001 Scale: 1/4" - 1' WO: NIEDER Customer Name: DA DurFace L=1.25 P=1.15 Rep boar Bnd 1.15 o.C.Spacing 2- 0- 0 Design Spec UBC -97 Ddl Ratio: LV360 'IC: L4BO ]ori Name: NIEDER EM X -IDC FE?CP SIZE R9Q'D 1 0-1-12 544 3.50" 1.50" 2 9- 9-12 388 3.50" 1.50" TC I= AXE, IIID CSI 1-2 -508 .00 .21 .22 2-3 -67 .00 .21 .21 BC FiItCE AXE, EM CSI 4-5 411 .04 .13 .17 5-6 407 .04 .13 .17 Fifa FCS CSI F1EB FLRCr CSI 2-5 188 .08 3-6 -98 .04 2-6 -476 .23 MAX CEF=CN (span) It/999 IN MFM 4-5 (LIVE) L= -.01" D= -.02" T= -.03" _= Joint Locatirns === 1 0-0-0 4 0-0-0 2 5- 3- 0 5 5- 3- 0 3 9-11- 8 6 9-11- 8 BLUSAR MFG ® LLC TRUSO'AL SYSTEMS 4445 Nonbpark Dr., Colo Spriugs, CO 80907 Tp5.0 Version T6.2.0 7C 2x4 DFL #1 &Btr. BC 2x4 DFL #1 &:Btr. VEB 2x4 DFL STAt11YRD RXE VA= PER Ito FESEkRCH REFCFC #1607. Leaded for 10 PSF rtarccrxa>rrent PnI - EYd verticals designed far waal loads anly. 1]d verticals that are ailed abo or below the truss profile (if any) may regau'e additional design oansideratiah (by others) for lateral forces the to wird or seismic I ands on the building. 5-3-15 I0-4-3 Truss ID: M3 Qty: Drwg: platim spec : ,�ZSl/M - 1995 HRI22TM F'.FAC CN(S) : `IHIS IESIW IS ME Ca4CSrI£ 10= tom' t 2 146# NIII,TIPLE ICAD G%SES. EEARIN; REJ;.rJ S shoal are based aiLY This is designed using the oh the truss material at each bem n3. LBC -97 Axle. PLATIIZ BA_SFD CN t32E}SJ LL1 F2 VAILES. Blc Ernlosed = Yes, End Zane = DH Hmricane/Oman, Line = No ,Y =o, Bldg 80.00ft, Bldg S�idth = 40.00ft, ykriglnt - 22.50ft, MPH = 80 Ca=sifiratim = 4, Dead Load = 21.0 psf r � y u 5-3-0 4-8-8 5-3-0 9-11-8 2 3 6.00 � c_a 2-0-0 9-11-8 t 4 5 6 5-3-0 4-8-8 5-3-0 9-11-8 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false 1 t ositioned as shown above. 5-3-15 frame P a es are TBF: 24.7 WT: 42 # WARNING Read all notes on this skeet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and do4� Chk: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to,] Ds #LC - 10 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on thi design meet or exceed the loading imposed by the local building code and the paticulnr application. The design assumes that the top chord is laterally TC Live 16.0 psf bmred by the roof or floor sheathing and the bonom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Dead 11.0 pef Bracing shussm is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 12.0 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (rl'I) is locoed at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 39.0 psf Paper Association (AFPA) is located at 1111 19111 Street, NW, Ste 800, Washington, DC 20036. �Qy�-• MES0. S,9�c Q 5 2 9 I_zp. 1•?�/31102 s\ CM 1/4/2001 Scale: 1/4" - 1' WO: NIEDER Customer Name: DA DurFacs L=1.25 P=1.15 Rep bfbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Patio: L/360 TC: 490 job Name: NIEDER BiG- 'X -LOC REACT SIZE REQ'D 1 0- 1-12 471 3.50" 1.50" 2 7-10-15 196 1.50" 1.50" 3 7-11- 4 135 1.50" 1.50" TC FORCE AXL aO (SI 1-2 -93 .00 .54 .54 2-0 -1 .00 .00 .00 BC FCRCE AXL IND GSI 3-4 115 .00 .40 .40 4-0 0 .00 .00 .00 MAX EEFL CITIN (epan) . 1,/747 IN 14EM 3-4 (LIVE) IF -.12" D= -.18" T= -.30" _-- Joint Locations -= 1 0- 0- 0 3 0- 0- 0 2 8-0-0 4 8-0-0 :fid .; TC 2x4 DFL #1 & Btr. BC 2x4 LPL #1 & Btr. pLATE VALLES PER ICBG RESEARCH REFCIZr #1607 T—APA for 10 PSF MM-Ca-ia.a lent Hal. Location of interior bearirrp should be clearly narked on each truss. Shim beanxgs (if rte) for req. 944 t. 15t> Truss ID: 188 Q1 P]atirs3 spec :-,AMI/,TPI - 1995 THIS MIIN LS THE MNIPWIlE RE= OF I"LII.,TTPLE LCAD CASES. EEARII,u REl2jIRaIEIsIM sho n are based CILY rn the truss material at each be--g- Interior support or tetporary shain>3 must be in place before m -b z this truss. PLA= BASED IN CRS IIMEER VAIIES. 2 Drwg: COO I 004014-C UF= 1 IN(S) 2 44# ) support 11 115# support 3 115# This tntss is designed using the UBC -97 Oxle. Bldg Flncicsed = Yes, End Zane = No Harzzcat'ne/Co,-ah Line = I3o , F� C&egmy = B - 80.00ft, Bldg Width = 40.00ft, � y }r;rght = 22.01ft, MPH - 80 Classification = 4, Dead Load = 21.0 pef 1 2 r 6 00 ,-2-0-0 - t 5-0-0 4-4-0 5-3-12 S1 IP 3 4 8-0-0 K-0-0 Truswal Systems Plater, are 20 ga. unless shown by "18"(18 ga.) or OVER 3 SUPPORTS H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBE: This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done �; 13.3 WT: 23 # in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are o e Da #LC 10 B L U SAR MFG verified by the component manufacturer :md/or building designcr prior to fabrication. The building designer mast ascertain that the loads utilized on this design meet or exceed the load'ung imposed by the roc d building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 pef braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Dead 11.0 paf ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswnl, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 12.0 psf 4445 Nonhpark Dr.. Colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5. 0 Version T6.2 . 0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste R00, Washington, DC 20036. TOTAL 39.0 psf \. MES J Nk4A6 82 E�P- 12731 /02 1/4/2001 Scale: 5/16" 1' WO: NIEDER Customer Name: DA DarPacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Deft natio: 14/360 TC: L/'/$o b Name: NIEDER ==== Joint Locatirns === 1 0- 0- 0 14 0- 0- 0 2 3- 4- 0 15 3- 4- 0 3 4- 8- 0 16 4- 8- 0 4 6- 0- 0 17 6- 0- 0 5 7- 4- 0 18 7- 4- 0 6 8- 8- 0 19 8- 8- 0 7 10- 0- 0 20 10- 0- 0 8 11- 4- 0 21 11- 4- 0 9 12- 8- 0 22 12- 8- 0 10 14- 0- 0 23 14- 0- 0 11 15- 4- 0 24 15- 4- 0 12 16- 8- 0 25 16- 8- 0 13 20- 0- 0 26 20- 0- 0 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Coto Springs. CO 80907 Tp5.0 Version T6.2.0 TC I 2x4 DFL #1 & Btr. BC 2x4 DFL #1 &. Btr. all, SLK 2x4 DFL SrPImARD FLATS VALLA HI2 ICBG rEsE4RZH REECiZI' #1607. T —elect for 10 PSF nm-etxoarre nt BOL. <It is assured that one face of this truss c is shearlwl with pl CSB, wood board < siding or siding. If not, < additional loads nust be oonsidared on < nc n-arttinaous bearing gables. MMaayy use les Lor gable blocks. Cele studsuds � tap lateral bracing. Sae Thn.�ls ed gable h: -g details) . Lateral keds in line with the dd. have not beat ealsid red unless noted otl2.wise. 'These loads and their oornlectiais are the regxroibility of the baildirg designer. Truss I D • XBT Qty: tt Z Plating spec :,AMII*M - 1995 71 -US LESIGN IS ME O3COSrIE RES= OF NFLTTPLE LOAD CMES. FEAR= RElZT.T� shn.m are based (NLY on the truss material at eadz bearing. PLAT= BASED CN C EEN MISER VALLES. 711 Mus truss is designed [:sing the UBC -97 Axle. Bldg FYtclosed = Yes, Fled Zone =Igo Hnriaxm/Ooeat Line = No , E59 Cateq=y 4 .= B B Bldg Ith - 80 00ft, Bldg 4iidth = [ height = 22.55ft, MPH = 80 Classification = 4, Did Icad = 21.0 Psf bJ-0 2.8-1) '-8.0 2-8-0 -- 2.8-0 2.8-0 3-4-0 7-4-0 1-04) S.,ti.p 11•J-0 14-60 16-8.0 2(ki-0 10-0-0 t 10-0-0 t 1 2 3 4 5 6 7 8 9 10 11 12 13 00 _s 001 4-4 14 15 16 17 18 19 20 21 22 23 24 25 3.4-0 2-8-0 2.8.0 2.8-0 2-8.0 —� 2.8-0 34.0 60.0 8.8-0 11-4-0 140.0 168-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false F, -..,,o „urea are positioned as shown above. 26 34.0 20.0.0 OVER CONTINUOUS SUPPORT WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not suss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I-- Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss PLte Institute (TPI) is located at 583 D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. /pFcSS. y J 410.V59L 11"" Exp. 12131/02 CNTL � OFF CA�de 1/4/2001 Scale: 1/4" - 1' TBF: 52.7 WT: 88 # Wo: NIIDSR Chk: Customer Name: 4 Jyy #LC = 10 DA iTIVN 16.0 psf (C � TC Dead 11.0 psf Rep Mbr Bnd 1.15 �A .0 psf O.C.Spacing 2- 0- 0 TYPICAL I'LA'JE r 2" 5-4 x v� Design Spec UBC -97 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Coto Springs. CO 80907 Tp5.0 Version T6.2.0 TC I 2x4 DFL #1 & Btr. BC 2x4 DFL #1 &. Btr. all, SLK 2x4 DFL SrPImARD FLATS VALLA HI2 ICBG rEsE4RZH REECiZI' #1607. T —elect for 10 PSF nm-etxoarre nt BOL. <It is assured that one face of this truss c is shearlwl with pl CSB, wood board < siding or siding. If not, < additional loads nust be oonsidared on < nc n-arttinaous bearing gables. MMaayy use les Lor gable blocks. Cele studsuds � tap lateral bracing. Sae Thn.�ls ed gable h: -g details) . Lateral keds in line with the dd. have not beat ealsid red unless noted otl2.wise. 'These loads and their oornlectiais are the regxroibility of the baildirg designer. Truss I D • XBT Qty: tt Z Plating spec :,AMII*M - 1995 71 -US LESIGN IS ME O3COSrIE RES= OF NFLTTPLE LOAD CMES. FEAR= RElZT.T� shn.m are based (NLY on the truss material at eadz bearing. PLAT= BASED CN C EEN MISER VALLES. 711 Mus truss is designed [:sing the UBC -97 Axle. Bldg FYtclosed = Yes, Fled Zone =Igo Hnriaxm/Ooeat Line = No , E59 Cateq=y 4 .= B B Bldg Ith - 80 00ft, Bldg 4iidth = [ height = 22.55ft, MPH = 80 Classification = 4, Did Icad = 21.0 Psf bJ-0 2.8-1) '-8.0 2-8-0 -- 2.8-0 2.8-0 3-4-0 7-4-0 1-04) S.,ti.p 11•J-0 14-60 16-8.0 2(ki-0 10-0-0 t 10-0-0 t 1 2 3 4 5 6 7 8 9 10 11 12 13 00 _s 001 4-4 14 15 16 17 18 19 20 21 22 23 24 25 3.4-0 2-8-0 2.8.0 2.8-0 2-8.0 —� 2.8-0 34.0 60.0 8.8-0 11-4-0 140.0 168-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false F, -..,,o „urea are positioned as shown above. 26 34.0 20.0.0 OVER CONTINUOUS SUPPORT WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not suss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I-- Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss PLte Institute (TPI) is located at 583 D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. /pFcSS. y J 410.V59L 11"" Exp. 12131/02 CNTL � OFF CA�de 1/4/2001 Scale: 1/4" - 1' TBF: 52.7 WT: 88 # Wo: NIIDSR Chk: Customer Name: Dsgnr: #LC = 10 DA TC Live 16.0 psf DurFacs L=1.25 P=1.15 TC Dead 11.0 psf Rep Mbr Bnd 1.15 BC Live .0 psf O.C.Spacing 2- 0- 0 BC Dead 12.0 psf Design Spec UBC -97 DEE Ratio: W360 TC: "86 TOTAL 39.0 psf 1'LAK N A I k: 3-412X41 b -b 1l%(i) 6 6 17■B) u Bc Srm: sa OU41 I " 12.x1 aB 12x01 A MAXIMUM 40 PSP LIVE 1 OAD. 00 MPM WIND EXIFOSURE C. LESS THAN 20'•0' WALL IIEIOIIT pnACIN0 nE TAII 5 ItiAlb GUMC :d•Aurju MAXIMUM 1'-O' SAVE WITH BLOCKS 0 37'o.c. OR 2'-0' EAVC, I . 6'•O' MAXIMUM MAXIMUM. WITII 4X2 62 OR BIH. BRACE SPACING OUTLOOKERS CUT INTO OABIE 0 2x4 /2 MINIMUM. CONTINUOUS BTRONORACK RnACED TO ROOF SIRUCTUHE AE 6'•O' MAXIMUM. a; STIIONOBACK AT: 2.4 STAONOBACK BRACED - 4•-10' CLEASPAN, 70 MPII AT EVERY e' -O' MAXIMUM �VPICAL 4'•t.b-CLCAnSPAN• 00 MMI aTION MINIMUM ORADE CHORDS AND 6TVDS 2X4 STUD/STANDARD. STUDS TO RE MAXIMUM 24'o.c. • WALL BAACL"^ c'R M=M L DESIONEpL HEEL PLATE: 3.4 (2X4) Y 6.6 I2Xfl1 e•a 12XI" 2.4 CONTINUO eAClCB10 CONTINUOUS Br-AnINO WAI1. WITH ISd NAIO AT 240�.�. TO THE WALL nA1 a SECTION A GABLE END FnAMINO CONNECTION DETAILS (MIN. NAIL nCOUVIEMCNTS SHOWN) GABLE STUD 2X4 SOLID BLOCK WITH 3•19d NAILS Bd AT 6' o.a. 614F.ATHINO TO OARLE EA. END AND Bd NAILS FROM 311CA711ING / TRUSS, Bd AT 6' o.c. TO BLOCK AT a'o.c. 1-16d AT 24.460. I / / 2-16d AT 1 Y. NOTCH @ 32' o.o. l / SOLID BLOCK •` 2� r WITII 2•1ed TOE - 2 -10d NAII FO EA. END 2■4 OnACE WITH 4.11W NAILS I MODEL 20 UBC CONTINUOUS GABLE DETAILS UAt L 2/11/99 CO WARNING hood aft no -'so on 10116 6016al and glue a copy e' K 10 00 EMC A V IMt •r.y. • •• w ..M.+\r w.w cw..w.w+ I wis bw h --d M +e.r r r.warN M M aY.!.!Ireb �y.r/Mrrr�/!IIII� e . • •...o,,...r.wr...w.....r..✓�n.■a•►r•a..pww.t ■erf. ea d—Wft ..wrlsO�*w+Mwer++a++rrw M I wA"S rw w f r.wr.+rM rt wanr..r . 1%- OW" d -641W 6... xrXx cera IXRq•i./1.. �•• e•rX• � W/M Y M IIMYA Mr ./ M..r! w W.M.6 �OoiXr •r M rrd Mr•�O �a . �.Wr•M pr rrM4lweo•�r�' ~�orM DKV aw a few .rrr..w �Olrtl 60-1AMP OWAO w.w..r wr «rw.r r a.r.nwr+..wr.n rrI» r•w.A rr+pt►. Iw..rrrrr• rr.r •rMrr�Irrw��I•r�61X1 \�/��i►�/ I sysrmvm �..M,~ r.. auwn coNrila er _ row riMr•►Wwwv ewe IthiSWAL SVVEMS COAPORAIIDN 's"OW Jftj iSgS- foSTTOft -M ftM�wr..�.rALUNGAND � .rDRACOM 6WTAL.eottw... r �ierrerrw Wira f»Ar.weXwti•�• . ►.p.r •uearo. IYMV r.err.e r 1!!0 Cor+.aao. Aw. IMr L. toot. WYIMIA•R LIC t••.M �. Job number >> 9961 Structural Calculations for Bob Neiderholzer 1951 Honey Run Road Chico, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-27:00 (530) 893-0532 Fax DATE 12/ 6/99 j2F-v 6.14, 00 99-Z�9� OUTT& COON IV MWING-DEPARTMG.M A DDQC)Vr r 2 t CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load Floor live load n/a Balcony live load: n/a Soil data Allowable bearing: 16PSF PSF PSF 120OPSF Ii 5 LOAD -S 4:21 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 12/ 6/99 ......DESCRIPTION >> ------------------------------------------------------------------------ ASSEMBLY >,r -O' -Of SLOPE > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION 12 Comp shingles 22 1/2" PLYWOOD 35 2 X 4 - 24" 35 2 X 4 - 24" 60 INSULATION R38 64 MISC. 84 5/8" GYPSUM BD UNIT WT. PITCH? ADJ. WT. 3.00 3.00 1:50- 1.50 .70 .70 .70 .70 2.20 2.20 2.00 2.00 2.80 2.80 DL 16.40 USE: 17.00 PSF LL PSF TL 17.00 PSF DL 12.90 USE: 13.00 PSF LL 161.00 PSF ------------------------------------------------------------------------ 'TL 29.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO.. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 85 7/8" PLASTER 8.00 8.00 21 3/8" PLYWOOD 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 DL 16.40 USE: 17.00 PSF LL PSF TL 17.00 PSF 7'1 N N N l`.,r �;oo.. ,,j u/ W ul Y! YI LV zzs N N N 100 0o 10000 �.. ���. ...__�...... .... ... .. _.. .. ._. ... . oo 2 _rte vvv NNC C4 N N .... IDO C� SSBM 6 11:06 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 5/16/00 Description >> RB -1 ---------------------------------GENERAL-------------------------------- Span (L) > 10.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu. > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 ------ --------------------------- ACTIONS --------------------------------- Uniform dead load > .383 kips/ft 56 It TL Uniform .live load > .296 kips/ft 44 o TL Uniform total load > .679 kips/ft End . reactions ......... ................... . DL > 2.011 kips LL > 1.554 kips TL > 3.565 kips Design loads... ......................... Total load moment (M) > 9.357 ft -kips Total load shear (V) > 3.565 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJ E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1:000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc 1 Repetitive, member factor Cr > 1.000 Load -duration -factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL.. 1401 1000 675 95 625 1450 1700000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in -3). > 112.290 116.016 <ok> A (in"2) > 46.235 61.875 <ok> I (in -4) > 652.588 ------------------------------ DEFLECTIONS------------------------------- Total.load.deflection ..> .167 inches L/ 753 <OK> Live load deflection > .073 inches L/ 1727 <OK> Dead load deflection > .094 inches Minimum camber (glu-lams) > .142 inches <1.5*DL deflection> Standard 20001R camber > .083 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 5.704 in"2 Minimum length > 1.037 inches Assuming full width bearing '�J PT FTG2 11:16 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 5/16/00 Description >>F -"l --------------Load data ------------- --------------Soil data ------------- P > 3.565 kips Soil brg capacity> 1.200 ksf Uniform load .> .000 kips/ft Live load a > 49.000 --------------Concrete-----------------------Reinforcing steel--------- F'.c > 2.500. ksi Fy > 40.000 ksi m > 18.824 :. > .9.00 . -------=---------------------- Footing data ------------------------------ Footing size > 2::000 feet Footing thickness (t) > 12-:000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing.weight > .600 kips Total P axial > 4.165 kips Total bearing pressure > 1.041 ksf <ok> Net bearing pressure > .891 ksf Factored bearing pressure > 1.379 ksf (1.7*LL+1.4*DL) -------=--------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action .. <ok> Vu=(P net)*(effective area) > 1.838 kips Vn=Vc=2(F'c)".5*bw*d > 19.200 kips Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 4.902 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn - ... ... . .. 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2%2 > .689 ft-kips/ft Required Rn=(Mu/o)bd"2 > 11.968 psi Required p (bending moment) > .0003 Required As (bending moment) > .029 in"2/ft = .058 in -2 Min. required p UBC 2610(f) > .0004 .33% increase applied Min. required As UBC 2610(f) > .038 in-2/ft = .077 in"2 Minimum reinforcement as governed.by: ---Minimum reinforcement7- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. - 1 No. 7 bars e.w. W — Mo 2 .4 ( OA V4. File >LATDATA3 Rev.8-8-95 wind pressures on structures Description >> Exposure > B .0143 .0154 .70 .0071 Importance factor > 1.00. .90 .0092 .0099 .0106 Basic wind speed > 80.00 mph qs > 16.40 psf Roof pitch > , 6.00 in 12 6 > 26.57 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S .0122 .0132 '.0142 1.20 Direction .0132 .0142 Ht. <0'-151> <201> <251> Assembly description .0132 Ce .62 .67 .72 .0121 .0130 Cq .0163 .0176 .0189 W A L L S Windward walls .80 .0081 .0088 .0094 Leeward walls .50 .0051 .0055 .0059 Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope'2 M to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E'L E M E N T S A N D W A L"L . All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 * * * L'0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building D I .0132 .0143 .0154 .70 .0071 .0077 .0083 .90 .0092 .0099 .0106 .30 .0031 .0031 .0035 .0102 .0107 .0118 .70 .0071 .0077 .0083 C O M P O N E N T S 1.20 .0122 .0132 '.0142 1.20 .0122 .0132 .0142 1.60 .0163 .0176 .0189 1.30 .0132 .0143 .0154 1.10 .0112 .0121 .0130 1.60 .0163 .0176 .0189 * * * L'0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0305 2.00 .0203 .0330 .0354 .0220 .0236 ��W File >SHEARW 9:00 PM 8/14/00 ------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------ Description >> - Common nails >> NER 272-97 (Box nails) ------------------------------------------------------------------------- Mark Description HF DF 1 3/8" cdx plywood with 8d nails'.. .209 .255 at 611, 12" o.c. (.160) (.195) .2 3/8" cdx plywood with 8d nails .316 .385 at 411, 12" 0., C. (.242) (.295) 3 3/8" cdx plywood with 8d nails .418 .510 at 311, 1211 o.c. (.320) (.390) 4 1/2" cdx plywood with 10d nails .254 .310 at 611, 1211 o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) .7 1/211.gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field Unblocked seismic :041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 7" o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (1/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611,.12" o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) .with no..16 gage staples (7/16" crown. 1-1/4" legs) 22.141 50 SHEITS ao 22-142 100 SHEETS 22-144 200 SHEM \ I �� V-1 ,A 'n vvv N N N D �lr v�G/7�.. C �1�C�.;:.`'�it` �j���r(�r�l�� Q�_'yl .�� (�l�L� oil PC" 9 N N N o-- o-- r- Nt W LLI xxz N N N 000 InOo ..- N r -N � � V 7 1 91,E l� _ 4� p 4, KA 1-�i� 1~'4rp�'t1�1� r , two 1 ^a 22-141 50 SHEETS a 22-142 100 SHEETS 22.144 200 SHEETS 1 LLT. I�, 1403 K -1j j H. totd ti 4:t 41- j��f�� � .. Q ri � . e;2c7TT> I .-r."T �r<ry L I ►err. �. p?! ,466v r r (41 (14 C4 C14 L CLOJ C �� 4 41, ;0 d 4�, X -2d 'ell r -/t CLOJ C �� 4 41, ;0 d 0 c 0 1P 99) 0 tj tj wj N N Foot2000 ver. 1.0, Copyright O 1999-2000 Spyder Software Company Info Gary Hawkins Architects 1370 Ridgewood Dr. Suite #10 Chico, CA, 95973 Phone: (530) 892-2700 Fax: (530) 893-0532 E-mail:.garyarch@email.msn.com FOUNDATION PARAMETERS Material Properties: Conc. Strength V c, psi Section: 1 2,500 Section: 2 2,500 Section: 3 2,500 Footing Section Geometry: Length, ft Section: 1 4.00 Section: 2 22.00 Section: 3 4.00 I IProject: ILocation: I IClient: IJob No.: (Footing Id 8/14/00 8:15:07 PM Project Info residence 1951 Honey Run Chico, ca neiderholzer 9961 r2�-� Conc. Type Bot. Steel Top Steel Cover, in. Cover, in HardRock 3.00 2.00 HardRock 3.00 2.00 HardRock 3.00 2.00 Width, ft. Depth, inches 0.50 18.00 1.00 23.00 0.50 18.00 Steel Yield Fy, ksi 40 40 40 Column 6 Wall Data: . Type Center Length Width ft. ft. in. Column 1 Other 4.17 3.50 3.50 Column :..2 Other 8.83 .. 3.50. 3.50. Column 3 Other 21.17 3.50 3.50 Columh .: 4'" Other ..25".83• 3.50 3.50 Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 270 / 1,200 697 / 1,596 270 / 1,596 Section: 2 285 / 1,200 559 / 1,596 285 / 1,596 Section: 3 .271 / 1,200 697 / 1,596 271 / 1,596 Beam Shear Stresses: Section: 1 ........................... 6.60 psi Stirrups not required Section: 2 ........................... 12.62 psi Stirrups not required Section: 3 ........................... 6.60 psi Stirrups not required Punching.Shear Stresses: Column 1.......................... 0.00 psi Column 2 ........................... 0.00 psi Column, .3 ........ ............... 0.00 psi Column 4 ......... .. ............ 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requi.Tements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse in 2, Design in 2, Design int/ft, Spacing Section.: 1 Strength:.. 0.03 1-#4 0.07 1-#4 0.00 -....N/A.... Section: 2 Strength:.. 0.27 2-#4 0.35 2-#4 0.00 -....N/A.... Section: 3 Strength:.. 0.03 1-#4 0.07 1-#4 0.00 -....N/A.... Note: Strength = Steel Required for Strength.. Stirrups in 2, Spacing Not Reqd... Not Reqd... Not Reqd... Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:15:07 PM Footing Id: X-2 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 1.4D + 1.7L + 1.7H 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Column:l 0.00 0.00 0.00 0.00. -3.92 0.00 0.00 0.00 0.00 Column:2 0.00 0.00 0.00 0.00 3.92 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -3.92 0.00 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 3.92 0.00 0.00 0.00 0.00 t Foot2000 ver. 1.0, Copyright © 1999.2000 Spyder Software 8/14/00 8:15:07 PM Footing Id: .,P2 Page: 3 Col# 1 Col#2 Col#3 Col#4 FS #1 FS #3 0-ft.(FS #—I--1—I-1-1—I—I--H—H—�--H—I—H—I—H—I—I—I—I—I—I—HI—I—� 3.4 kips 30 -ft. V, kips 0 -3.4 kips 12.0 ft -kips M, ft -kips 01 697 psf -10.0 ft -kips Bearing psf 0 Defl, in. 0 0.193" Foot'2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:05:09 PM Company Info I Project Info Gary Hawkins Architects (Project: residence 1370 Ridgewood Dr. Suite #10 (Location: 1951 Honey Run Chico, CA, 95973 1 Chico, ca Phone: (530) 892-2700 (Client: neiderholzer Fax: (530) 893-0532 JJob No.: 9961 E-mail: garyarch@email.msn.com (Footing Id: F2 FOUNDATION PARAMETERS FY Material Properties: FY MZ Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Footing Section Geometry: Column;2 0.00 Length, ft. Width, ft. Depth, inches Section: 1 4.50 0.50 18.00 Section: 2 15.00 2.00 23.00 Column & Wall Data: 0.00 Type Center Length Width ft. ft. in. Column 1 Other 4.67 3.50 3.50 Column 2 Other 14.67 3.50 3.50 Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 270 /_ 1,200 971 / 1,596 270 / 1,596 Section: 2 295 / 1,200 903 / 1,596 295 / 1,596 Beam Shear Stresses: Section: 1 ........................... 10.63 psi, -Stirrups not required Section: 2 ........................... 6.13 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 0.00 psi Column 2 ........................... 2.46 psi Reinforcing Standards per ASTM -,K6.15 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse Stirrups in z, Design int, Design int/ft, Spacing in Z, Spacing Section: 1 Strength:.. 0.04 1-#4 0.13 1-#4 0.00 -....N/A.... Not Reqd... Section: 2 Strength:.. 0.18 1-#4 0.32 2-#4 0.00 -....N/A.... Not Reqd... Note: Strength = Steel Required for Strength.. Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 1.4D + 1.7L + 1.7H 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.71, + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY _ MZ FY MZ FY MZ FY MZ FY MZ Column: .l 0.00 0..00 0.00 0.00 4.32 0.00 0.00 0.00 0.00 Column;2 0.00 0.00 .0.00 0.00 -4.32 0.00 0.00 0.00 0.00 V11 Foot2000 ver. 1.0, Copyright © 1999=2000 Spyder Software 8/14/00 8:05:09 PM Footing Id: F2 Page: 2. ' Col# 1 Col#2 FS#1 I' I 0 -ft. # . IS� 3.6 kips 19.5 -ft. V, kips .0 M, ft -kips 01 971 psf Bearing psf 0 0.300" De fl, in. 0 -3.8 kips 1 I.I ft -kips -6.5 ft -kips Foot2000 ver. 1.0, Copyright (D 1999-2000 Spyder-Software 8/14/00 8:28:46 PM Company Info Section: 1 .. .4.0.0 Project Info Gary Hawkins Architects JProject: residence 1370 Ridgewood Dr. Suite #10 18.00 Location: 1951 Honey Run Chico, CA, 95973 0.50 1 Chico, ca Phone: (530) 892-2700' Data: (Client: neiderholzer Fax: (530) 893-0532 JJob No.: 9961 E-mail: garyarch@email.msn.com IFooting Id: F3 FOUNDATION PARAMETERS Column 1 Material Properties: 3.50 3.50 Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Column 3 Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Section:'3 2,500 HardRock 3.00 2.00 40 Footing Section Geometry: Z 4, Length, 'ft. Width, ft. Depth, inches Section: 1 .. .4.0.0 0.50. 18.00 Section: 2' 20.00 0.50 18.00 Section: 3 4.00 0.50 18.00 Column 6 Wall Data: Type Center Length Width - ft. ft. in. Column 1 Other 4.17 3.50 3.50 Column 2 Other 14.83 3.50 3.50 Column 3 Other 18.17 3.50 3.50 Column 4 Other 23.83 3.50 3.50 Soil Bearing Results, psf (actual-•/ allowable): Gravity Case Wind Case Seismic Case ...Section: 1 225 / 1,200.• .1,178 /.1,596 225 / 1,596 Section: 2 225 / 1,200 775 / 1,596 225 / 1,596 Section: 3 225 / 1,200 1,177 / 1,596 225 / 1,596 Beam Shear Stresses: Sectioni•1 ............................... 12.65 psi Stirrups not required Section: 2 ........................... 20.99 psi Stirrups not required Section: 3 ............................ 12.64 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ........................... 0.00 psi Column.. 4 ............................ 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top .Steel Bottom Steel Transverse Stirrups int, Design in2,. Design int/ft, Spacing in 2, Spacing .Section: 1 Strength:.. 0.03 1-#4 0.13 1-#4 0.00 -....N/A.... Not Regd... Section: 2 Strength:.. 0.03 1-#4 0.37 2-#4 0.00 -....N/A.... Not Regd... Sect.zon.:. 3. Strength:... 0.03. 1-#4 0.13 1-#4 0.00 ..... N/A .... Not Regd... Note: Strength = Steel Required for Strength.. Z 4, . ZS Fopt2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:28:47 PM Footing Id:. F3 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 1.4D + 1.7L + 1.7H 0.75(1.4D + 1.7L + 1.7W) 0'.9D + 1:3W '0.75(1.4D + 1.7L + 1.•87E) 0.9D.+ 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY FY MZ FY MZ FY MZ FY MZ Column:l _ 0.00 0.00 0.00 0.00 -.2.04 0.00 0.00 0.00 0.00 Column:2 0.00 0.00 0.00 0.00 2.04 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -2.04 0.00 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 2.04 0.00 0.00 0.00 0.00 2 (o Foot2000 ver. 1.0, Copyright © 1999=2000 Spyder Software 8/14/00 8:28:47 PM Footing-Id:—F3. Page:. 3 Col# 1 Col#2 Col#3 Col#4 o -ft. I I FSI #1 I-1—I—I—I—I—IFS t—I—I—I—I—I—I—I—I—I—i—I--I—i—SI 3 I—I I� 28 -ft. 1.6 kips V, kips 0 M, ft -kips ' 0 — . 11,178 psf Bearing psf 0 1.496" Defl, in. 0 -2.0 kips 9:4 ft -kips -0.9 ft -kips Foot2000 ver. 1.0, Copyright 0 1999-2000 Spyder Software 8/14/00 8:37:55 PM Company Info Column I Project Info Gary Hawkins Architects 0.50 (Project: residence 1370 Ridgewood Dr. Suite 410 Section: (Location: 1951 Honey Run Chico, CA, 95973 1 Chico, ca Phone: (530) 892-2700 3 (Client: neiderholzer Fax: (530) 893-0532 18.00 (Job No.: 9961 E-mail:.garyarch@email.msn.com .... 1,Footing Id: F4 FOUNDATION PARAMETERS Strength:.. Type Center Material Properties: Width 1-#4 0.00 ..... Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section:.2.- 2,500 HardRock 3.00 2.00 40 Section: 3 2,500 HardRock 3.00 2.00 40 Footing Section Geometry: Punching Shear Stresses: Column 1 ........................... Length, ft. Width, ft. Depth, inches Column Section: 1 4.00 0.50 3 ........................... 18.00 psi Section: 2 20.00 0.50 18.00 Section: 3 4.00 0.50 1-#4 18.00 N/A.... Column 6 -Wall Data: - Strength:.. Type Center Length Width 1-#4 0.00 ..... N/A.:.. Section: 3 ft. ft. in. Column 1 Other 4.17 3.50 3.50 1-#4 0.00 ..... Column 2 Other 12.83 3.50 3.50 Strength.. Column 3 Other 19.17 3.50 3.50 Column 4 Other 23.83 3.50 3.50 Soil Bearing Results, psf (actual /'allowable): Gravity..Case Wind Case Seismic Case Section: 1 225 / 1,200 612 / 1,596 225 / 1,596 Section: 2 225 / 1,200 480 / 1,596 225 / 1,596 Section: 3 225 / 1,200 522 / 1,596 225 / 1,596 Beam Shear Stresses: Section: 1 ........................... 5.31 psi Stirrups not required Section: 2 ........................... 11.98 psi Stirrups not required Section: 3 ........................... 4.18 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 0.00 psi Column 2 ............................ 0.00 psi Column 3 ........................... 0.00 psi Column 4 ............................. 0.00 psi.. Rei.nforcing.Standards per.ASTM-A615 Reinforcing.Requirements per ACI Ultimate Strength Methods: Stirrups inz, Spacing Not Reqd... Not Reqd... Not Reqd... �0 Top Steel`. Bottom Steel Transverse inz, Design inz, Design inz/ft, Spacing Section: 1 Strength:.. 0.03 1-#4 0.05 1-#4 0.00 ..... N/A.... Section: 2 Strength:.. 0.11 1-#4 0.16 1-#4 0.00 ..... N/A.:.. Section: 3 Strength:.. 0.03 1-#4 0.04 1-#4 0.00 ..... N/A.... Note: Strength = Steel Required for Strength.. Stirrups inz, Spacing Not Reqd... Not Reqd... Not Reqd... �0 ' Foot2000 ver. 1.0, Copyright © 1999-2.000 Spyder Software 8/14/00 8:37:55 PM Footing Id: F4 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 1.4D + 1.7L + 1.7H 0.75(1.4D + 1.7L + 1.7W) 0.9D'+ 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY• MZ FY MZ FY MZ FY MZ FY MZ Column:l 0.00 0.00 0.00 0.00 -1.48 0.00 0.00 0.00 0.00 Column:2 0.00 0.00 0.00 0.00 1.48 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -1.48 0.00 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 1.48 0.00 0.00 0.00 0.00 Foot2000 ver. 1. 0, Copyright © 1999-U00 Spyder Software 8/14/00 8:37:55 PM Footing Id: F4 Page: 3 1 C019 Col#2 Col#3 Col#4 n n n n 0 -ft. i _I FSI 41 I_ I--I—I:-1-1-1—IFS. I I—I—I—I—I—I—I—I—I—I—I—I-1—H#3—I . 1.0 kips 28 -ft. V, kips 0 -L I kips 4.1 ft -kips M, ft -kips 0 ---- -- — – -- 612 psf Bearing psf 0 Defl, in. 0 0.170" -3.0 ft -kips Job number >> 9961 Structural Calculations for Bob Neiderholzer 1951 Honey Run Road Chico, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax eV v CP A. til DATE 12/ 6/99 124W 95.14.00 CALCDATA 11/13/97 ------=----------------------------------------------------------------- Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 199.7 UBC Wind loading Basic.wind speed 75 MPH Exposure B Seismic loading -Seismic zone 3 Gravity loading Roof live load. 16PSF Floor live load n/a PSF Balcony live load: n/a PSF Soil .data Allowable bearing: 120OPSF I 2 r t --------------7--------------------------------------------------------- DL 12.90 USE: 13.00 PSF LOAD S LL 4:21 PM ----------------=----------------------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE -- 12/ 6/99 ------------------------------------------------------------------------ DESCRIPTION >> SLOPE > IN 12 > DEGREES NO. ASSEMBLY >roof ------------------------------------------- PITCH? ADJ. WT. 85 SLOPE > 6.00IN 12 > 26.57 DEGREES 21 NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 38 12 Comp shingles 3.00 3.00 58 22 1/2" PLYWOOD 1.50 1.50 64 35 .2 X 4 - 24" .70 .70 83 35 2 X 4 - 24" .70 .70 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 ......84. 5/8" GYPSUM -BD 2.80 2.80 --------------7--------------------------------------------------------- DL 12.90 USE: 13.00 PSF ------------------------------------------------------------------------ LL 16.00 PSF TL 29.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 85 7/8" PLASTER 8.00 8.00 21 3/8" PLYWOOD 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 58 INSULATION.R19 1.10. 1.10 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 16.40 USE: 17.00 PSF LL PSF ------------------------------------------------------------------------ TL 17:00 PSF vav N N N fVNN ( �eal) w� `I2c 12� LU (162 SSBM_6 11:06 PM ---------------------------------------------7-------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 5/16/00 Description >> RB -1 ---------------------------------GENERAL-------------------------------- Span (L) > 10.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le- > .000 feet Slenderness factor Cs > .000 Ck > 33.438 ------=-------------------------ACTIONS--------------------------------- Uniform dead load > .383 kips/ft 56 % TL Uniform..live .load .> . .296 kips/ft 44 o TL Uniform total load > ..679 kips/ft End reactions ........................... DL > 2.011 kips LL > 1.554 kips TL > 3.565 kips Design loads ............................ Total load moment (M) > 9.357 ft -kips Total load shear (V) > 3.565 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species. Grade Fb Ft Fv Fcl FcJJ E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration -factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FC -L FcJJ E DFL N01 1000 675 95 625 1450 1700000 -=------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 11.250 inches Required Actual -Comment S (in"3) > 112.290 116.016 <ok> A (in"2) > 46.235 61.875 <ok> I (in"4) > 652.588 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .167 inches L/ 753 <OK> Live load deflection > .073 inches L/ 1727 <OK> Dead load deflection > .094 inches Minimum camber (glu-lams) > .142 inches <1.5*DL deflection> Standard 2000'.R camber > .083 inches ---------- - ---.--.---------- CHECK MIN..BRG. AREA -------- -.----------------- Minimum area > 5.704 in -2 Minimum length > 1.037 inches Assuming full width bearing 11 PT FTG2 11:16 PM ------------------------------------------------------------------------ ReV 9-30-93'Point footing 5/16/00 Description >>F -1 -------------Load data ------------- --------------Soil data ------------- P > 3.565 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 49.000 --------------Concrete-----------------------Reinforcing steel--------- F'.c .. > 2.50.0.. ksi Fy > 40.000 ksi m > 18.824 0. .> ..900 - ----------------------------- Footing data ------------------------------ Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to.reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > _4.165 kips Total bearing pressure > 1.041 ksf <ok> Net bearing pressure > .891 ksf Factored bearing pressure > 1.379 ksf (1.7*LL+1.4*DL) ----------------------------Footing stres'ses ---------------------------- Diagonal.tension - factored.loads - one way action.. <ok> Vu- (P ne.t)*(effective'area) > 1.838 kips Vn=Vc=2(F1c)".5*bw*d > 19.200 kips Vn > 17.280 kips Diagonal .tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 4.902 kips Vn=Vc=4(F'c)".5*bo*d .> 51.200 kips O.Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P riet)*bl"2/2 > .689 ft-kips/ft Required Rn=(Mu/o)bd-2 > 11.968 psi Required.p.(bending moment) > .0003 Required As'(bending moment) > .029 in-2/ft = .058 in -2 Min. required -p UBC 2610(f) > .0004 33o ­increase applied Min. required As UBC 2610(f) > .038 in-2/ft = .077 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No: 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1. ... No. 7 bars e.w. Iz- A ct) ............ .. . '-V4. J24f File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure >. B .0077 .90 Importance factor > 1.00 .30 .0031 Basic wind speed > 80.00 mph qs > 16.40 psf Roof pitch > 6.00 in 12 0 > 26.57 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S .0132 1.20 .0122 Direction 1.60 .0163 Ht. <0'-15'> <20'> <251> Assembly description .0143 Ce .62 .67 .72 Cq W .A..L L .S Windward wails .80 Leeward wall.s .50 Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope -2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E -N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less. than 9.:12 Open structures - Slope less than 9:12 .0081 .0088 .0051 .0055 ..,0132 .0143 .70 .0071 .0077 .90 .0092 .0099 .30 .0031 .0031 .0285 .0102 .0107 .70 .0071 .0077 C O M P O N E N T S .0203 1.20 -.0122 .0132 1.20 .0122 .0132 1.60 .0163 .0176 1.30 .0132 .0143 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges. -away from ends of building 1.10 1.60 .0094 .0059 .0154 .0106 .0035 .0118 .0083 .0142 .0142 .0189 .0154 0112 .0121 .0130 .0163 .0176 .0189 D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0305 .0330 .0354 --2.00 .0203 .0220 .0236 .. vl File >SHEARW 9:00 PM 8/14/00 ------------------------------------------------------------ REV. 6-'17-99. Shearwall schedule ------=----------------------------------------------------------------- Description >> Common nails ------------------------------------------------------------------------ >> NER 272-97 (Box nails) Mark Description HF DF 1 3/8" cdx plywood with 8d nails .209 .255 at 611, 12" o.c. (.160) (.195) 2 3/8" cdx plywood.with 8d nails .316 .385 at 41, 12" o.c. (.242) (.295) 3 3/8" cdx plywood with 8d nails .418 .510 at 311; 12" o.c. (.320) (.390) 4 1/2" cdx plywood with 10d nails .254 .310 at 611, 12" o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 41�, 12" o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) 7' 1,/2" gyp bd with 5d nails wind .082 .100 at 7" o.c. edge & field Unblocked seismic .041 .050 8 5/811-gyp bd with 6d nails wind .094 .115 at­7" o:c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16.-gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 12" o.c. 11 Simplex "Thermo.-Ply structural (red). .144 .175 sheathing (0.115 inch thickness) with no. 16.gage staples (7/16" crown. 1-1/4" legs) i d f.. \Aj 22.141 50 SHEETS ar�n�ra•❑ 22-142 100 SNf:75 22-144 200 SHEETS z.3 i i lQ --1- f IL/ �1 O i �'• Qs C Y N r� O ou U z.3 22-141 50 SHF2TS sNIPAo 22-142 i00 SHEETS 1, 22-144 200 SHEETS v 1i `1 J O /'1 J N iV v 1i `1 . I 1 3 /L f.J . 4(0 +-dt� +�10 ���-..q,�o�. 2I►lS Q' '4 x C. O O vl O O CI .- nCln Y{,i fJ 22-141 50 SHEET3 a 22-142 100 SHEFTS 22-144 200 SHEETS „a -41 i 4 (&'/-Z-) 41 10 P4. I �, 22-141 50 SHEETS AAAPAD 22-142 100 SHEETS 22-144 200 SHEETS z)Ol !4� i _ 6 ^+ ksa .. ` 1111 � ` ,'♦,,'. x ' (V i _ .•- N v oma N N N N N N a to)( 4 14, 4-3 le— t e Joy, .............. ;.0 d Tl T. 'n In Ln 00,11 Let 00 , C,4 uj --- C�j o +- 9, o _- I¢ t o I V, . , Cnor bo[ b4 . ... . ......... Foot2000 ver. 1.0, Copyright C? 1999-2000 Spyder Software` Company Info I Gary Hawkins Architects (Project: 1370 Ridgewood Dr. Suite #10 ILocation: Chico, CA, 95973 I Phone: (530) 892-2700 (Client: Fax: (530) 893-0532 (Job No.: E-mail: garyarch@email.msn.com (Footing Id FOUNDATION PARAMETERS Material Properties: 8/14/00 8:15:07 PM t� Project Info residence 1951 Honey Run Chico, ca neiderholzer 9961 2 - Soil Bearing Results, psf (actual / allowable): Steel Yield Fy, ksi 40 40 40 Gravity Conc. Strength Conc. Type Bot. Steel Top Steel Section: V c, psi 1,200 Cover, in. Cover, in. Section: 1 2,500 HardRock 3.00 2.00 Section: 2 2,500 HardRock 3.00 2.00 Section: 3 •2,500 HardRock 3.00 2.00 Footing Section Geometry: Section: Length, ft. Width, ft. Depth, inches Section: 1 4.00 0.50 18.00 Section: 2 22.00 1.00 23.00 Section: 3 4.00 0.50 18.00 Column 6 Wall Data: Type Center Length Width ft. ft. in. Column 1 Other 4.17 3.50 3.50 Column :'2 Other 8.83 3.50 3.50 Column :.3 Other 21.17 3.50 3.50 Column : 4 Other 25.83 3:50 3.50 Soil Bearing Results, psf (actual / allowable): Steel Yield Fy, ksi 40 40 40 Punching Shear Stresses: Column 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ................... :....... 0.00 psi Column 4 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse i.nz, .Design in Z,. Design int./ft, Spacing Section: 1 Strength:.. 0.03 1-#4 0.07 1-#4 0.00 -....N/A.... Section: 2 Strength:.. 0.27 2-#4 0.35 2-#4 0.00 ..... N/A .... Section: 3 - Strength:.. 0.03* 1-#4 0.07 1-#4 0..00 ..... N/A .... Note: Strength = Steel Required for Strength.. Stirrups inz, Spacing Not Reqd... Not Reqd... Not Reqd... Gravity Case Wind Case Seismic Case Section: 1 270./ 1,200 697 / 1,596 270 / 1,596 Section: 2 285 / 1,200 559 / 1,596 285 / 1,596 Section: 3 271 / 1,200 697 / 1,596 271 / 1,596 Beam Shear Stresses: Section: 1 ........................... 6.60 psi Stirrups not required Sectibn':' 2" :.::..........:..:':: 12":62 psi Stirrups not'required Section: 3 ........................... 6.60 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ................... :....... 0.00 psi Column 4 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse i.nz, .Design in Z,. Design int./ft, Spacing Section: 1 Strength:.. 0.03 1-#4 0.07 1-#4 0.00 -....N/A.... Section: 2 Strength:.. 0.27 2-#4 0.35 2-#4 0.00 ..... N/A .... Section: 3 - Strength:.. 0.03* 1-#4 0.07 1-#4 0..00 ..... N/A .... Note: Strength = Steel Required for Strength.. Stirrups inz, Spacing Not Reqd... Not Reqd... Not Reqd... -L 0 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:15:07 PM Footing Id: F2 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 1.4D + 1.7L + 1.7H 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Column:l 0.00 0.00 0.00 0.00 -3.92 0.00 0.00 0.00 0.00 Col.umn:2 0.00 0.00 0.00 0.00 3.92 0.00 0.00 '0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -3.92 0.00 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 3.92 0.00 0.00 0.00 0.00 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:15:07 PM Footing Id: .,,P2 Page: 3 Col# 1 Col#2 Col#3 Col#4 FS #.I FS 93 0 -ft. I-I-HI---;---I-i-I-! FIS 3.4 kips 30 -ft. V, kips . ...0... . 12.0 ft -kips M, ft -kips) 01.. 697 psf I Bearing psf 0 Defl, in. 0 0.193" -10.0 ft -kips -3.4 kips 2'& Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:05:09 PM Company Info I Project Info Gary Hawkins Architects, (Project: residence 1370 Ridgewood Dr. Suite #10 ILocation_: 1951 Honey Run Chico, CA, 95973 I Chico, ca Phone: (530) 892-2700 (Client: neiderholzer Fax: (530) 893-0532 (Job No.: 9961 E-mail:-garyacrch@email.msn.com (Footing Id: F2 FOUNDATION PARAMETERS 0.00 -....N/A.... 0.00 Material Properties: ft. ft. in. Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield .f'c, psi Cover, in. Cover, in. Fy, ksi Section.: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Footing Section Geometry: Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Length, ft. Width, ft. Depth, inches Secti-on: 1 4.50 0.50 18.00 Section: 2 15.00 2.00 23.00 Column 6 Wall Data: MZ FY MZ Column:l 0.00 Strength:.. Type. Center Length Width 0.00 -....N/A.... 0.00 Not ft. ft. in. Columnc2 0.00 Column :.l 0.00 Other 4.67 3.50 3.50 0.00 Column 2 Other 14.67 3.50 3.50 N/A .... Soil Bearing Results, psf (actual / allowable): Note: Strength = Steel Required for Strength.. Gravity Case Wind Case Seismic Case Section.: 1 270 / 1,200 971 / 1,596 270 / 1,596 Section: 2 295 / 1,200 903 / 1,596 295 / 1,596 Beam Shear Stresses: 1.4D + 1.7L Section: 1 ............................ 10.63 psi Stirrups not required Section: 2 ........................... 6.13 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 0.00 psi Column 2 ..:........................ 2.46 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Un -Factored Loads, ft -kips: Dead Top Steel Bottom Steel Transverse Stirrups Load in Z, Design in Z, Design inz/ft, Spacing inz, Spacing Section: 1 FY MZ FY MZ FY MZ Column:l 0.00 Strength:.. 0.04 .1-#4 0.13 1-#4 0.00 -....N/A.... 0.00 Not Regd... Section: 2 Columnc2 0.00 0.00 0.00 0.00 -4.32 0.00 Strength:.., -0.1.8 1-#4 0.32 2-#4 0.00 ..... N/A .... Not Regd... Note: Strength = Steel Required for Strength.. Loading.Parameters: _ ACI Load Cases Considered: 1.4D + 1.7L 1.4D + 1.7L + 1.7H 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY. MZ FY MZ FY MZ FY MZ Column:l 0.00 0.00 0.00 0.00 4.32 0.00 0.00 0.00 0.00 Columnc2 0.00 0.00 0.00 0.00 -4.32 0.00 0.00 0.00, 0.00 V1, Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:05:09 PM Fodting Id:F2 Page: 2 Colof Col#2 FS #1 l' I 0 -ft. I S # 3.6 kips 19.5 -ft. V, kips 01 M, ft -kips 0 971 psf Bearing psf 0 0.300' . Defl, in. 0 -3.8 kips 11.1 ft -kips -6.5 ft -kips Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software Company Info Gary Hawkins Architects JProject: 1370 Ridgewood Dr. Suite #10 JLocation: Chico, CA, 95973 1 Phone: (530) 892-2700 (Client: Fax: (530) 893-0532 (Job No.: E-mail: garyarch@email.msn.com 1Footing Id FOUNDATION PARAMETERS Material Properties: Conc. Strength f'c, psi Section: l 2,500 Section: 2 2,500 . Section:,3 2;500 Footing Section Geometry: Length, ft. Section: 1 4.00 Section: 2 20.00 Section: 3 4.00 8/14/00 8:28:46 PM 2 4, Project Info residence 1951 Honey Run Chico, ca neiderholzer 9961 F3 Conc. Type Bot. Steel Top Steel Steel Yield Seismic Case Cover, in. Cover, in. Fy, ksi HardRock 3.00 2.00 40 HardRock 3.00 2.00 40 HardRock 3.00 2.00 40 Width, ft. Depth, inches 0.50 18.00 0.50 18.00 0.50 18.00 Column & Wall Data: Case Seismic Case Sectibn:.l. Type Center Length Width Section: 2 ft... .... ft. .. .... in.. Column 1 Other 4.17 3.50 3.50 Column 2 Other 14.83 3.50 3.50 Column 3 Other 18.17 3.50 3.50 Column 4 Other 23.83 3.50 3.50 Soil Bearing Results, psf (actual./ allowable): Gravity Case Wind Case Seismic Case Sectibn:.l. .225 / 1.,200 1,178 / 1,596 225 / 1,596 Section: 2 225 / 1,200 775 / 1,596 225 /.1,596 .Section: 3 225 / 1,200 1,177 / 1,596 225 / 1,596 Beam Shear Stresses: Section: 1. ............................. 12.65 psi Stirrups not required Section: 2 ........................... 20.99 psi Stirrups not required Section: 3 ........................... 12.64 psi Stirrups not required Punching -Shear Stresses: _ Column 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ........................... 0.00 psi Column 4 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per AC.I Ultimate Strength Methods:. Top Steel Bottom Steel Transverse Stirrups in Z, Design in 2, Design inz/ft, Spacing in 2, Spacing Section: 1 Strength:... 0.03 1-#4 0.13 1-#4 0.00 -....N/A.... Not Regd... Section: 2 Strength:.. 0.03 1-#4 0.37 2-#4 0.00 ..... N/A .... Not Regd... Section: 3 Strength:.. 0.03 1-#4 0.13 1-#4 0.00 -....N/A.... Not Regd... Note: Strength = Steel Required for Strength.. Zr Foot 2000 ver. 'l. 0*, Copyright '@ 1999-2000 Spyder-Software 8/14/00 8:28:47 PM Footing Id: F3 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 1.4D + 1.7L + 1.7H 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1:3W. 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un' -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FYMZ FY MZ Column:1 0.00 0.00 0.00 0.00 -2.09 0.00 0.00 0.00 0.00 Column:2 0.00 0.00 0.00 0.00 2.04 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -2.04 0.00 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 2.04 0.00 0.00 0.00 0.00 Foot2000 v6r.'l.O, Copyright © 1999-2000 Spyder Software 8/14/00 8:28:47 PM Footing Id: F3 Page: 3 Col# 1 Col#2 Col#3 Col#4 0 -ft. I—I FSI # I I--I--I--I--I-H-IFS I I -I -I -I -I -I -I -1 -1 -IH -H -I FSI 3 I -I 28 -ft. _ 1.6 kips V, kips 0ZL M;ft-kips 0 ---- 1,178 psf Bearing psf 0 1.496" Def], in. 0 -2.0 kips 9.4 ft -kips -0.9 ft -kips Foot2000 ver. 1.0, Copyright 0 7.999-2000 Spyder Software. 8/14/00 8:37:55 PM . Company Info 1 ........................... .1 Project Info Gary Hawkins Architects Width (Project: residence 1370 Ridgewood Dr. Suite #10 3 ........................... (Location: 1951 Honey Run Chico, CA, 95973 in. 1 Chico, ca Phone: (530) 892-2700 1 1Client: neiderholzer Fax: (530) 893-0532 3.50 1Job No.` 9961 E-mail: garyarch@email.msn.com 2 1Footing Id: F4 FOUNDATION PARAMETERS 3.50 Material Properties: 3 Other 19.17 Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c,.psi 4 Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock• 3.00 2.00 40 Section: 3 2,500 HardRock 3.00 2.00 40 Footing Section Geometry: Length, ft. Width, ft. Depth, inches Section: 1 9.00 0.50 18.00 Section: 2 20.00 0.50 18.00 Section: 3 4.00 0.50 18.00 Column & Wall Data: Punching Shear Stresses: Column} 1 ........................... Type Center Length Width 0.00 psi Column 3 ........................... 0.00 ft. ft. in. 0.00 psi Column 1 Other 4.17 3.50 3.50 0.05 1-#4 Column 2 Other 12.83 3.50 3.50 Column 3 Other 19.17 3.50 3.50 0.00 ..... N/A .... Column 4 Other 23.83 3.50 3.50 Strength:.. Soil Bearing -Results, psf.(actual /.allowable): 0.00 ..... N/A .... Note: Strength = Steel Gravity Case Wind Case Seismic Case Section: 1 225 / 1,200 612 / 1,596 225 / 1,596 Section: 2' 225 / 1,200 480 / 1,596 225 / 1,596 Section: 3 225 / 1,200 522 / 1,596 225 / 1,596 Beam Shear -Stresses: Section: 1 ........................... 5.31 psi Stirrups not required Section: 2 ........................... 11.98 psi Stirrups not required Section: 3 ........................... 4.18 psi Stirrups not required Punching Shear Stresses: Column} 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ........................... 0.00 psi Column 9 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Stirrups inz, Spacing Not Reqd... Not Reqd... Not Reqd... Top Steel Bottom Steel Transverse.... int, Design in 2, Design inz/ft, Spacing Section: 1 Strength:.. 0.03 1-#4 0.05 1-#4 0.00 ..... N/A .... Section: 2 Strength:.. 0.11 1-04 0.16 1-#4 0.00 ..... N/A .... .Section: 3 Strength:.. 0.03 1-#4 0.04 1-#4 0.00 ..... N/A .... Note: Strength = Steel Required for Strength.. Stirrups inz, Spacing Not Reqd... Not Reqd... Not Reqd... a Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:37:55 PM Footing Id: F4 Page: 2 Loading Parameters: 1.7L + 1.7H ACI Load Cases Considered: 1.4D + 1.7L + 1.7L + 1.87E) 0.9D + 1.3W + 1.43E Un -Factored Loads, ft -kips: Live Dead Load Seismic FY MZ Column:l 0.00 0. _00 Column:2 0.00 0.00 Column:3 0.00 0.00 Column -.4 0.00 0.00 2b 1.4D + 1.7L + 1.7H 0.75(1.4D + 1.7L + 1.7W) 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Live Load Wind Load Seismic Load Other Load _ FY_ MZ_ MZ FY MZ FY MZ 0.00 _ 0.00 _FY -1.48 0.00 0.00 0.00 0.00 0.00 0.00 1.48 0.00 0.00 0.00 0.00 0.00 0.00 -1.48 0.00 0.00 0.00 0.00 0.00 0.00 1.48- 0.00 0.00 0.00 0.00 r ~ Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/14/00 8:37:55 PM Fobting Id: F4 Page`.' 3 1 Col# 1 Col#2 Col#3 Col#4 .. :. o -ft. F -I- �H-� 1.0 kips 28 -ft. V, kips' 0 -LI kips 4.1 ft -kips M, ft -kips 0 612 psf.. . Bearing psf 0 Defl, in. 0 0.170" -3.0 ft -kips Z 5, .c N8705 -9'17"E. 6 Boom= 1405.36 6 0 200L PWM 128 - C/I 4 D.I 29; . a S IV 3 M 12 .f8 OL 5'80,0 Z 10 *-.b O ' &73 33.77AC o / m ' Qua/� 340 to bu I t, 9 94-92 8.37Ac It U Q 7Z Ac A +) /"= 400 ,--'','22 "tvq 225.2 (Lot cv 40 Ire- is, M 10 K iV .4 1 55.01 AC 240 2@ 0 10 \V ex" 0 , QO �Ar 19.04Ac2 ." A . (d %. PM 111-4las O �`,' ro'/ t o ( "� A O co cL // �j / 'Z� t I f 17A4WAO 53-621S3 " ? 0 AS 5 A Ac �-. I 90 to , C3 q S �" A -2 71- 'Si a"" // t L 0 WZ Q, tk W. 57 to O 70 _j 215.67 .O r 7 Z14A k�z 4 Aa 6 T a '.43AC 5.11A5� • 15AR T4 v 4 5 .0 2 _V 10 C. 240J OA I z 0 . �0 10 1 0% (Lot 4 D a '.-,P (pm 42-47 6 j ZJAa Z82AC is$A 2 I i i % pn P,54.50 CO 290 0 2 CY TN2 3.22Ac 52.84 FN 11 v Z30Ac 0, Z< (P/M 12,26-10M467197o/ M; / 4 1,1 11.00, . 57 Ivs 6 % 2.17-4 4-94 4-94 ® r / i 'oe 4.9. 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F4 II im oil I wl! 04kw!i,4�;101101 Revis ona: Plot OC e, VU 2 '15 4 , q ...... OW Memo 'I Om 4-,V1r= ==�i im g. �11� 0 101 Oil' ;At Awa 4W Shoot: I 1"_ rvrr o V, Z' I lit w 777 L N o" 804 w rvrr o V, Z' I lit w 777 L N o" AP # PEPMIT # NAME Pther Rern,irements [ j If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ j = BuildincrSetback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B root with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficie:" setback - Siding from the foll �:ing list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal nt-her Sutte Countv Fire Department approved materials YJ - AI PDa Signature Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC.4290, the following checked if,ems are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal, or exceed these standards. Field inspections will'be'made by .the Butte, County Building Department for compliance. j 1272.00 Maintenance of Defensible Space, To ensure continued maintenance of properties in conformance with these standards and mea3ures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ExA 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide uno!�- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [a; 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [I] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 10U-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ 1273.05 Turnarounds. If •.equired, will have a minimum turning radius of 40 fest from the center of the road. [t3 1273.0E Turnouts. Scall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1# 1270.10 Wiith. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 , AP # PERMIT # NAME V>J: 1273.10 turnouts. Driveways exceeding 150 feet in length, h+it less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ]` 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet,in length and shall be within 50 feet of the.buildinq. 1273.11 Gates j� 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway,and shall open to allow a vehicle to stop without obstructing traffic on that roadway. (�y 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. r',A 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. ( ] 2.. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r final inspection of a building permit. Page 2 of 3