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040-470-013
At 040-470-013 99-1423 L��•� I .All HORNE, Bob Gold Creek Way, Chico n LZ L.e I Contr: Unknown New Single Family 040-470-013 99-2696 j HORNE, ROBERT ENVIRONMENTAL 10 GOLD CREEK WAY, CHICO. U HEALTH CLEARARI CONTR: SICKE NANCE� NEW DETACHED GARAGE �� 1�DATE HORNE, ROBERT 0 - 5 ORNEROBERT IO GOLD CREEK WAY, CHI INALE Cont: SICKE, STEVE ADD TO DET GARAGE f B08-0680 040-470-013 MISCELLANEOUS Room Addn-First Stry t ADDITION 37SQ. FT., PATIO A WNIN( 1 10 GOLD CREEK WAY HORNE ROBERT T & NEL, sVs-v--1'l0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds W- PROJECT INFORMATION Y Site Address: 10 GOLD CREEK WAY Owner: Permit No: B08-0680 APN: 040-470-013 HORNE ROBERT T & NEL, Issued Date: 05/08/2008 By KCG Permit type: MISCELLANEOUS 10 GOLD CREEK WAY Subtype: Room Addn-First Stry CHICO, CA 95928 Expiration Date: 05/08/2009 Description: ADDITION 37SQ. FT., PATIO AWN) (530) 342-2852 Occupancy: Zoning: SRI 0 Contractor Applicant: Square Footage: SICKE STEVE HORNE ROBERT T & NEL, Building Garage Remdl/Addn 31 GARDENIA LANE 10 GOLD CREEK WAY 37 CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 345-5740 (530) 342-2852 430 467 FEE INFORMATION DBEH Building Review Fee $78.90 DBF Room Addition - First Stor $192.77 DBMSC Room Add -1st Story 250sf $289.15 DBSMIP Residential $0.93 Total Charged: $561.75 Fees Paid: $561.75 Balance Due: $0.00 Receipt No: B7012 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 SICKE STEVE 320138 / B / 02/28/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 05/08/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date E]I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by IV1' I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED (Q[ 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 Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 012951 11/01/2008 State Fund 713-0Exp. Date: Carrier: Policy Number: Contractors License Law.). (This section nee not be completed if the permit is or one ellars ($100) or less. ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: [X(I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers'X 05/08/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 05/08/2008- I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. kerseltT t-ioaN 05/08/2008 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR: 0Agent for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY 0�UTTF0 DEPARTMENT OF DEVELOPMENT SERVICES C C BUILDING PERMIT APPLICATION** ° OFFICE #: (530) 538-7541 -FAX #: (530) 538-2140 c - --� o A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds CSU N �y PLEASE PRINT CLEARLY **When filed this application and all supporting material becomes subject to the California Public Records Act. All PERMIT NO. QA Icu%— &7 related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name First Name Mailing Address IG C-a(A Address City State Zip elgll Phone 3,q2-2 2,521 7' F411. 533 -- i�Cf E-mail ARCHITECTIENGINEER CONTRACTOR Name City Address Stater (.u_ City Lh «� Stag Zp ciS `r Phone 3 5 7 4 Fax _ 3 E-mail State IkEie Number Lic.# 013Y Class ARCHITECTIENGINEER Name _. (> pe"4 aJJ,'46 = v Address City city Stater (.u_ Zip �- 1✓i.iCi Phone SGL - n 33 Fax,,, E-mail State IkEie Number ,L APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE x BIN # PROJECT LOCATION Al Property Address (p 61. CY'cc/L city req WORKER'S COMPENSATION Policy Number Carrier y If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name �I�Nri Address DESCRIPTION OR SCOPE OF WORK. 37-A:� tt, ( e, e i� iSJ r� ���:us'z ' '' yw La • is � P Sq FT- Living Garage Open Cov c ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoningc5 _ Flood Zone < SRA Yes o Occ, Type Const. VAJ 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: B08-0680 Date: 04/15/2008 Location: 10 GOLD CREEK WAY Parcel Number: 040-470-013 Owner Name: HORNE ROBERT T & NEL, By: TMP Sub Type: Room Addn-First Str Phone: (530) 342-2852 Description: ADDITION 37SO. FT., PATIO AWNING 430 SOFT. 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 F Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS 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 ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions F] ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 ❑ Other: Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: LRJ— �� Date: 04/15/2008 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 �o,ten &ten ❑ ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 D Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 E:1 ❑ 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 F] ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 ❑ Other: Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: LRJ— �� Date: 04/15/2008 FILE J 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 q01r=WWPF-$ tac WOE 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: B08-0680 Date: 04/15/2008 Location: 10 GOLD CREEK WAY By: TMP Parcel Number: 040-470-013 Sub Type: Room Addn-First Str Owner Name: HORNE ROBERT T & NEL, Phone: (530) 342-2852 Description: ADDITION 37SQ. FT., PATIO AWNING 430 SQ.FT. By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: O (A) of 1t A FILE Date: 04/15/2008 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://municiDalcodes.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: B08-0680 Location: 10 GOLD CREEK WAY Parcel Number: 040-470-013 Date: 04/15/2008 Owner Name: HORNE ROBERT T & NEL, Phone: (530) 342-2852 Description: ADDITION 37SQ. FT., PATIO AWNING 430 SQ.FT. Signature of Applicant: WL `41t4� Date: 04/15/2008 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 OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR NO) 2. I (HAVE/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: ADDITION 37SQ. FT., PATIO AWNING 430 SQ.FT. Reference Number: B08-0680 Applicant Name: HORNE ROBERT T & NEL, Owner's Name: HORNE ROBERT T & NEL, AP # : 040-470-013 Signature of Property Owner: Date: California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B08-0680 Date: 04/15/2008 Location: 10 GOLD CREEK WAY By: TMP Parcel Number: 040-470-013 Sub Type: Room Addn-First Str. Owner Name: HORNE ROBERT T & NEL, Phone: (530) 342-2852 Description: ADDITION 37SO. FT., PATIO AWNING 430 SQ.FT. 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. All development within the 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 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. 04/15/2008 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at htti)://buttefire.org/FireDrevention/protl)lan/protiDlan.htmi FILE California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B08-0680 Date: 04/15/2008 Location: 10 GOLD CREEK WAY By: TMP Parcel Number: 040-470-013 Sub Type: Room Addn-First Str. Owner Name: HORNE ROBERT T & NEL, Phone: (530) 342-2852 Description: ADDITION 37SQ. FT., PATIO AWNING 430 SQ.FT. 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. All development within the 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 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. 04/15/2008 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/proti)lan.html Rev'd 5/7/07 APPLICANT 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: B08-0680 Job Address: 10 GOLD CREEK WAY Contractor: SICKE STEVE Fee Description 31 GARDENIA LANE CHICO, CA 95928 Printed: 04/15/2008 9:32 am Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $78.90 04/15/2008 $78.90 DBMSC Room Add -1st Story 250sf 0010-440001-4210500-1010 $289.15 04/15/2008 $289.15 DBF Room Addition - First Stor 0010-440001-4210500-1010 $192.77 04/15/2008 $192.77 DBSMIP Residential 1001-0-280-1011298 $0.93 04/15/2008 $0.93 Printed By: Tammie Powell 561.75 $561.75 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 04/15/2008 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). Steve Sicke, General Contractor #320138 31 Gardenia Lane Chico, CA 95928 April 14, 2008 To: Butte County Building Department I, Steve Sicke, give Bob Home the authority to apply for a permit at #10 Gold Creek Circle in Chico, CA. �teveke, General Cont. #320138 Cell: 520-0788 4. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Project Title �n1 /I PP Date ` or '-I -F ✓fid i h�0� L2 C O Project Address Co C� Documentation Author Telephone V -'-lie ` tz $=i C • 5 ? q Compliance Me d (Prescriptive) Climate Zone 1 of 4) CF -1R ✓ ❑ Alternative Component Package Method: (check one) C D D (Alternative) Package C and Package D choices require HERS rater field verification and/or diagnostic testing (see CF -1R page 3) . For Package D Alternative see Appendix B Table 151-C Footnotes 7-14 GENERAL INFORMATION Total Conditioned Floor Area (CFA) 3 7 • f Average Ceiling Height: �_ ft Maximum Allowed West Facing Fenestration Products Per Table 151-B or 151-C ---- (5% X CFA) ft Maximum Allowed Total Fenestration Products Per Table 151-B or 151-C ---(20% X CFA) ftZ ✓ ❑ Building Type: (check one or more) Single Family Multifamily Addition Alteration (If adding fenestration fill out WS -4R, Fenestration Maximum Allowed Area Worksheet and see Section 8.3.2 for Additions and 8.3.3 for Alterations.) AE COUNTY QN` BUT Number of Stones:_ Number of Dwelling Units: / �t l ��p►N ' D Floor Construction Type: t.�+oQ c� Slab/Rais`8�fo r (circle one or both) BUILDING ppRO ,cp Front Orientation: North / South West / All Orientations (input front orienta ' degrees from True North and circle one). SG/�pQj ✓ ❑ RADIANT BARRIER (required in climate zones 2, 4, 8-15) OPAQUE SURFACES INCLUDING OPAQUE DOORS Component Type (Wall, Roof, Floor, Slab Edge, Doors) Frame Type (Wood or Metal) Cavity Insulation R -Value Assembly U7 factor (for wood, Continuous metal frame and Insulation mass R -Value assemblies Joint Appendix IV Reference Roof Radiant Barrier Installed Yes or No Location Comments . (attic, garage, typical, etc. �af wPo f- — _ — I, 3 — oo+� k 1) gee joint Appenaix 1v. in section iv.z, iv. i ana 1v.4, which is the basis for the U -factor criterion. U -factors can not exceed prescriptive value to show equivalence to R -values. Residential Compliance Forms April 2005 1. CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 4) CF -1R Project Title ,/ k e I Date tD l o F1 FENESTRATION PRODUCTS = U -FACTOR AND SHGC ✓ ❑ FENESTRATION MAXIMUM ALLOWED AREA WORKSHEET WS -4R —must be included for New Construction, Additions and Alterations. Fenestration #/Type/Pos. (Front, Left, Rear, Right, Orien- tation, N, S, E, W2 Area U -factor ftU-factorSource3 Exterior Shading/Overhangs",' SHGC ✓ box if WS -3R is Source'Skylight) ° Sourincluded r 1 5 7..� RC r.• ❑ 15 ❑ 13 13 1) Skylights are now included in West -facing fenestration area if the skylights are tilted to the west or tilted in any direction when the pitch is less than 1:12. See § 151(f)3C and in Section 3.2.3 of the Residential Manual 2) Enter values in this column are either NFRC Rated value or from Standards default Table 116A. 3) Indicate source either from NFRC or Table 116A, 4) Enter values in this column from NFRC or from Standards Default Table I I 6 or adjusted SHGC from WS -3R. 5) Indicate source either from NFRC or Table 116B. 6) Shading Devices are defined in Table 3-3 in the Residential Manual and see WS -3R to calculate Exterior Shading devices. 7) See Section 3.2.4 in the Residential Manual. HVAC SYSTEMS Heating Equipment Minimum Distribution Type and Capacity Efficiency Type and Location Duct or Piping Thermostat Configuration furnace, heat pump, boiler, etc. AFUE or HSPF ducts, attic, etc. R -Value Type (split or package) Cooling Equipment Type and Capacity Minimum (A/C, heat pump, evap. Efficiency Duct Location Duct Thermostat Configuration cooling) SEER or EER attic, etc. R -Value Type (split or package) Residential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 4) CF -IR Project Title Date 4( G I—,-, o SEALED DUCTS and TXVs (or Alternative Measures) Asigned CF -4R Form must be provided to the building department for each home for which the following. are required. ❑ Sealed Ducts all climate zones Installer testing and certification and HERS rater field verification required.) ❑TXVs, I readily accessible (climate zones 2 and 8-15 only) Installer testing and certification and HERS Rater field verification required.) ❑ Refrigerant Charge (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater field Standby Loss % verification required.) OR ❑ Alternative to Sealed Ducts and Refrigerant Charge /TXVs (See Package D Alternative Package Features for Project Climate Zone in the RM Appendix B Table 151-C, Footnotes 7-14 • Ml: For additions and alterations, duct systems that are not documented to have been previously ❑ sealed as confirmed through field verification and diagnostic testing in accordance with procedures in the Residential ACM Manual and duct systems with more than 40 linear feet in unconditioned spaces shall meet the requirements of Section 150(m) and duct insulation requirements of Package D. t1] 1 TT" iT . ♦ TVWT/ f�)CTT1I[Y ♦I AllJl�x-1 ll\V Vy A U A J:L111L7 ✓ Check box if system meets criteria of a "Standard" system. Standard system is one gas-fired water heater per ❑ dwelling unit. If the water heater is a storage type, 50 gallons is the maximum capacity and recirculation system is not allowed. ❑ Check box when using Preapproved Alternative Water Heating table, Table 5-4 in Chapter 5 in the Residential Manual. No water heating calculations are required, and the system complies automatically. Check box if system does not meet criteria of "Standard" system, and does not comply with the Preapproved ❑ Alternative Water Heating table. In this case, the Performance Method must be used and must be included in the submittal. .❑ Check box.to verify that a time control is required for a recirculating system pump for a system serving multiple units Svstems serving single dwelling units Water Heater Type/Fuel Type Distribution T e Number in S stem Rated Input' (kw or Btu/hr_(gallons) Tank Capacity Energy Factor or Thermal Efficiency Standby Loss % 'Tank External Insulation R -Value —Efficiency ,vstem serving multiple dwelling units Water Heater Type Distribution Type Number in System Rated Input' p (kw or Btu/hr) Tank Capacity 6taeons Energy Factor' or Thermal Standby Loss M Tank External Insulation R -Value —Efficiency i) For smaugas storage water heaters (rateu inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Bw/hr), list Rated Input, Recovery Efficiency, Thermal Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Thermal Efficiencies. Pipe Insulation (kitchen lines >_ 3/4 inches) All hot water pipes from the heating source to the kitchen fixtures that are 3/4 inches or greater in diameter shall be thermally insulated as specified by Section 150 0) 2 A or 150 0) 2 B. Residential Compliance Forms April 2005 7 CERTIFICATE OF COMPLIANCE: RESIDENTIAL ' (Page 4 of 4) CF -1R Pro'ect Title AT 777 Date Lf CF -1R CF -6R part 6 of 12 ❑ SPECIAL FEATURES NOT REQUIRING HERS VERIFICATION (add extra sheets if necessary) Indicate which special features are part of this project. The list below only represents special features relevant to the nreccrintive methnrl ✓ Feature Required Formsif applicable Description ❑ Metal Framed Walls CF -1R CF -6R part 6 of 12 ❑ Radiant Barriers CF -1R ❑ Exterior Shades WS -4R ❑ Cool Roof N/A; Attach CRRC Label to Forms. ❑ Dedicated Hydronic Heating Performance Calculation '. System Required; Attach Run to Forms. ❑ Combined Hydronic System Performance Calculation Required; Attach Run to Forms. ❑ Gas Cooling Performance Calculation Required. ❑ Buried Ducts N/A; Indicate on building plans. ❑ Kitchen Pipe Insulation See Section 5.6.2 Distribution Systems in Residential Manual. Multiple Water Heaters Per See Table 5-13 or use ❑ Dwelling Unit Performance Calculation and attach Run to Forms. ❑ Central Water Heating System Performance Calculation and Serving Multiple Dwellings attach Run to Forms. . ❑ Non-NAECA Large Water CF -1R Heater See Table 5-13 or use ❑ Indirect Water Heater Performance Calculation and attach Run to Forms See Table 5-13 or use ❑ Instantaneous Gas Water Heater Performance Calculation and attach Run to Forms See Table 5-13 or use ❑ Solar Water Heating System Performance Calculation and attach Run to Forms ❑ Wood Stove Boiler Performance Calculation and . attach Run to Forms SPECIAL FEATURES REQUIRING HERS RATER VERIFICATION (affei Pvfm chPPte ifnPraee0mA T-4—+. +- ♦l,o LIDDQ D..a... ___J.._ ✓ Feature .+.& va uua iv ccs auu nuca venIlcauon. Required Forms if applicable) Descri tion ❑ Duct Sealing CF -6R part 4 of 12 ❑ Refrigerant Charge CF -6R part 5 of 12 ❑ Thermostatic Expansion Valve CF -6R part 6 of 12 Residential Compliance Forms April 2005 MANDATORY MEASURES SUMMARY: RESIDENTIAL (Page I of 2) MF -1R Project Title Date Note: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*) below. 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. Instructions: Check or initial applicable boxes when completed or check NA if not applicable. DESCRIPTION Enforce NA Designer =merit'_ Building Envelope Measures: ./ ✓ '✓ . 7_ * §150(a): Minimum R-19 in wood frame ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: * §150(c): Minimum R-13 wall insulation in wood. framed walls or equivalent U -factor in metal frame walls (does not apply .,'= to exterior mass walls). ❑ ^;;rj * § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. closeable metal or glass door covering the entire opening of the firebox ❑ ❑. b. outside air intake with damper and control, flue damper and controls 2. No continuous burning gas pilot lights allowed. ❑ ❑ r'. § 150(f): Air retarding wrap installed to comply with § 151 meets requirements specified in the ACM Residential Manual. ❑ ❑:'•,z k1; ^{ <: §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.❑ ❑ *" sti s r § 150(l) : Slab edge insulation - water absorption rate for the insulation material alone without facings no eater than g ❑ ❑ -y - _3y�ac 0.3%, water vapor permeance rate no greater than 2.0 perm/inch.`tn § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include CF -6R ❑ Form: 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ i`s_,{y�+• 2. Fenestration products (except field -fabricated) have label with certified U -factor, certified Solar Heat Gain ❑ �-}�, Coefficient SHGC , and infiltration certification. , 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑P6' ESQ; ;.•. Space Conditioning, Water Heating and Plumbing System Measures:'? §110-§113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑ ,;���,�`µ- § 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. ❑ ❑ v- -,.. ,= 150 Waters stem pipe and tank insulation and cooling systems line insulation. 0 11kx" 1A 1. Storage as water heaters rated with an Ener Factor less than 0.58 must be externally wrapped with insulation g g Energy Y PP ❑ ❑ �c:. �r�,. having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or 0 0 R-16 internal insulation and indicated on the exterior of the tank showing the R -value. i•rz-v,.:.;�rr�'' 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length ❑ ❑ ❑ of recirculating sections of hot water pipes shall be insulated to Table 150B. :': 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑ _ f 5 indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. -.DW,.:°' 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A. Residential Compliance Forms April 2005 MANDATORY MEASURES SUMMARY: RESIDENTIAL (Page 2 of 2) MF -1R Space Conditioning, Water Heating and Plumbing System Measures: (continued) NA✓ Enforce - Desi ner ment 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. ❑ ❑ 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in ❑ ❑ conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ ' §150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable ❑ ❑ Q requirements of UL 181, UL I81A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings ter than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and ❑ ❑ TI platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes ❑ ❑ ❑' unless such tae is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. ❑ ❑ ,0'' 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated ❑ ❑ a dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water ❑ ❑ ❑: retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous inner cores. ❑ ❑ :. .. § 114: Pool and Spa Heating Systems and Equipment. 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. at least 36" of pipe between filter and heater for future solar heating '' ❑ ❑ 0 `: . b. cover for outdoor pools or outdoor spas " 3. Pool system has directional inlets and a circulation pump time switch. El 11 § 115: Gas fired fan -type central furnaces, pool beaters, spa heaters or household cooking appliances have no continuously ❑ ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr "_ •:' •,'' -•. § 118(i): Cool Roof material meets specified criteria ❑ ❑ '` "=y`, .: Residential Lighting Measures: § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater ❑ ❑ ❑ .. are electronic and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ❑ ' 150-C, luminaire has factory installed HID ballast § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in § 130 (c), of permanently installed luminaires in kitchens'may be in luminaires that are not high efficacy ❑ ❑ luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy ` luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms utility rooms shall be high efficacy luminaires. OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on ❑ ❑ ❑ ss automatically or have an always ono tion. § 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70fe): OR are controlled by a dimmer switch OR are ❑ ❑ Q controlled by an occupant sensor that complies with Section 119(d) that does not turn on automatically or have an always ono tion. § I50(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ❑ certified airtight to ASTM E283 and labeled as air tight A to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other ❑ ❑ Article 680 locations) OR are controlled by occupant sensors with integral photo control. certified to comply with Section 119d. § I50(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. ❑ ❑ LiLhting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146. § I50(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with ❑ ❑ ❑ Section 119(d). Residential Compliance Forms April 2005 FENESTRATION - MAXIMUM ALLOWED AREA WORKSHEET WS -4R Project Title Date 4,Ua q / 1�v ( () -es FENESTRATION PRODUCTS — NEW CONSTRUCTION- NEW BUILDINGS Use this table for new buildine construction to account for total httilrlino o/. of fPn PCtr tinn A B C D E F G #/Type/Pos. (Front, Left, Orientation Rear, Right, Skylight) Total Fenestration, West Facing Area ft2 Total Fenestration for N, S, E Orientations Area ft2 CFA (ft) Total Percent of West Facing Fenestration' PE) x 100%(D/E Total % of Fenestration Including West x 100%+ F North Total Area Fenestration2 (D + E) Total % of West Facing Fenestration (F/C)xl00% Total % of Fenestratic n2 (F/C)x100 Total Net North South East West Installed ,Q South Fenesfration`•2 Totals (� O Orientation (ft2) EastVI-r— 1) 11 west 14UHIg diva cALccub J70 vi %-rr> in comate zones il, 4, and -1S, the pertormance approach must be used. 2) If total percent of fenestration exceeds 20% including West facing orientations then performance approach must be used. Vk est facing area includes skylights tilted to the west or tilted in any direction when the pitch is less than 1:12 for Package D only. FENESTRATION PRODUCTS — NEW CONSTRUCTION- ADDITIONS v"'❑Less than 100 ft2, ]Less than or Equal to 1000 ft2_ ❑ Greatar lnnn ff2 A B C D E F G H #/Type/Pos. (Front, Left, Rear, Right, Skylight) Orientation N, S, E, W Addition's CFA i 2 Addition's New Fenestration Area (4.) Fenestration Area Removed to make way for Addition (ft2) Total Area Fenestration2 (D + E) Total % of West Facing Fenestration (F/C)xl00% Total % of Fenestratic n2 (F/C)x100 Total Net North 17.5 C5 Area Installed ,Q South Fenesfration`•2 (� O Orientation (ft2) EastVI-r— New Area (ft2) H / A CA r- Wese ce 5 � C-E+G Max of 20%North North North South South Total 1) Additions that add lessthan,5utr of tenestration area are exempt from the maximum total area limits. See Table 8-2 in RM - 2) If the addition has a floor area equal to or less than 1,000 ft2, the maximum allowed fenestration % may be increased to by t -le amount of glazing removed in the wall that separates the addition from the existing house. See Table 8-2 in RM. 3) If the addition has a floor area greater than to 1,000 ft2, must meet Package D requirements. See Table 8-2 in RM. 4) West facing area includes skylights tilted to the west or tilted in any direction when the pitch is less than 1:12 for Package D• FENESTRATION PRODUCTS: ALTERATIONS Use this table for alterations to an existing buildine where fenestrations nrmdn(,.ts (winrinwel a— ►,P:,,,, .o.,, ,.,eA . Al- AA a A B C D E -- - F G v.\.LL Cll1W H Vl 0.l1UGV. I Existing Existing Removed Removed Proposed Proposed Total Net Total % cf CFA Area Area Installed Installed Fenestration Fenesfration`•2 Orientation z ( ) Orientation (ft2) Orientation New Area (ft2) H / A � C-E+G Max of 20%North North North South South South East East East. West West West Total Total I I Total 2 1) When 50 it or more of fenestration area is added to an existing building, then the fenestration must meet the requirements of Package D. The area requirement for the total fenestration area for the whole building, including the added fenestration, must not exceed 20% otherwise the Performance Approach must be used. Note: The 5% west facing limit is exempt. See Section 8.3.3 in the RM for further details. Residential Compliance Forms April 2005 GREGORY A. PEITZ ARCHITECT 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 Structural Calculations for: ®,a=AM BUTTE COUNTYBUILDING O APPROVE��jj �` 22-141 50 SHEETS "MP�Go' 22-142 100 SHEETS —" �— 22-144 200 SHEETS O ER -2640P GENERAL NOTES AND SPECIFICATIONS: 1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. CONCRETE SLAB SHALL HAVE 3 1R" MINIMUM THICKNESS ANOS HALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING. PRESSURE = 1,000 P.S.F. 5. ALL STEEL MEMBERS SHALL BE HOT-DIP*GALVANIZED. RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A446, GRADE C. UNLESS OTHERWISE NOTED. - 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16" MAXIMUM. 7..EXPANSION BOLTS SHALL BE "HILTI KWIK-BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS. S. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. 9. ALL ITEMS PERTAINING TO EACH .PARTICULAR IN SHALL BE CIRCLED, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC. 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.C. CRITERIA. 11. FREESTANDING PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL 12. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE 1997 UBC. '13. THE INSTALLATION OF LAG SCREWS & VvOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 8, 11.1.2. C) 0. ®O m<C 1�3- Z. Nc..- �L EXP' x p 9-1 7 � It - NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. ���-----���... F XENGINEERINGINC. REPORT NUMBER DATE: 1172312002 JAMES G. FOX, CIVIL ENGINEER LIVE LOAD" ER -2640P SCALE:NONE 8080 TELEGRAPH RD., DOWNEYCA 002!0 GENERALNOTES 10,208.30 psf REVISED BY: K.K. 6 D.P. - , HORIZ VIAND" 502 BM1337 FAX:927-2509 faze Aolmall.com 1 70, 90 8 110 MPH IQV�OFESSIpN �Gl NO. 21543 EXP. 9-30-2007 S>. Clw- �OF CAUV-Q DURALUM PRODUCTS, INC. SHEET 8269 ALPINE AVE., SACRAMENTO, CA 05826 1 OF 30 (916) 452-7021 FAX 403.1519 saloWuralum.eam . 'aa M. GFW a l SOLID PATIO TYPES �o- ,�ME3 qR+ 4 ATTACHMENT CHANNEL No. 21543 SEE DETAIL LENGTH OF ATTACHMENT CHANNEL (E oP.3302w? ALUMINUM AeOSk1C( ST1tUCTU ALUMINUM SEE DETAIL NGTI�OFS ROOF PANEL ROOF PANEL SEE cl FORSCHEDULE O. pRQ/fCT�HF`E� Sf /ES S FORHEDULE SPANS >}IE Ra 7'10 set t CSO IES s IVO 7. 71ine �,jf6FGUFF �+�— EO O.H. O.H. VARIES, SEE SCHEDULE O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE J SEE DETAIL FOR SPLICE J FST OPTIONAL: CANTILEVER BEAM Efsch SEE SCHEDULE FOR Sc pqC/NG OPTIONAL: ,CANTILEVER BEAM 1 12" SD. SCROLL POSTS 1 12" SQ. SCROLL POSTS SEE SCHEDULE FOR LES POST SPACING NEDU(E POS SPACING O.H S:, 3 1/2'S' LAB ATTACHMENT 3 12" SLAB ATTACHMENT PERMITTED.' SINGLE POST Q.N. MAY ' USED WHERE ALTERNATE: 1?p4S r' MAY BE USED WHERE ALTERNATE: EkCEE ACIN � O Sp SEE SCHEDULE SEE SCHEDULE G PERMITTED. SINGLE POSTTSP 112 NOTE O SPLICE AT THIS SEE SCHEDULE SEE SCHEDULE" AGNG ` POST D AT END BAYS. NOTE:440 SPLICE AT THIS a�r I S`�®� POST AND AT END BAYS FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE" r I i6T{NG WHERE REQUIRED NOTE: EACH COMPONENT IS IN � EES f EDULE FOR FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER Sr1 jt✓ �) _ NOTE: EACH COMPONENT IS INTER - Aa CHANGEABLE HATH ANY OTHER COMPONTENT UNLESS OTHER�O COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER /f PM10 TYPE "B" ATTACHED MULTISPAN' W/CANTILEVER OPTION ILI— (ENGTl1 E3:1.9-30 ALUMINUM OF ST NG ROOF PANEL RUCK �'00�F PANEL � OF STRUC SEE SCHEDULE O.H. REVgRFsr C���� `1"06FPANEL O.H. TUREVAR/E FOR SPANS O. EV civ o..lb ��'� fOR SPANS (AfgyNOTBE.ENC S �v� ` OPTIONAL: SP 1 OPTIONAL: O.H. LOSED) O.H. VARIES, SEE SCHEDULE O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE J PST Sp OPTIONAL: CANTILEVER BEAM 1 SO. POSTS, SIZE VARIES SEESCNED es POST SPACING SE R VER BEA SO. POSTS, SIZE VARIES S NFC�G SEE SCHEDULE FOR 0,1.{ OULES I IST SPACING 3 12' SLAB 112 J 12" SLAB MAY N USED ALTERNATE: QST ti MAY BE USED ALTERNATE: 11? F'OST TO CONSTRAIN SINGLE POST QAC/NG TO CONSTRAIN SINGLE POSTSp11C�f/SVG FOOTING. SEE SEE SCHEDULE SCHEDULE EE SEE SCHEDULE NOTE: O SPLICE AT THIS SCHEDULE NOTE 0 SPLICE AT THIS POST DAT END BAYS. POST ID AT END BIS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 z 9' STEEL ROD NOTE: EACH COMPONENT IS INTER - NOTE: EACH COMPONENT IS INTER- 12 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE 11C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11/2312002 JAMES G. FOX, CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: SHEET ER -2640P SCALE:NONE z 10: 20 6 30 psf DURALUM PRODUCTS. INC. 2 OF 30 REVISED BY: K.K. 6 D,P. 6060 TELEGRAPH RD.. DOWNEY, CA 90240 HORI7_ LAND • 6269 ALPINE AVE.. SACRAMENTO. CA 95526 (562) 606-1337 FAX:927-2609 fosangg2 ofma9•Com 70, 90 6 110 MPH (916) 452.7021 FAX 103-1519 salas®Auralum.Cem Boa eo. o+:mar�. ' RAFTER, SEE /ABLE APO SPACINGFOR SIZE .OPEN LATTICE TYPES MAX. PROD. ' - BEE SCHEDULE _ MAX. PROD. SEE SCHEDULE " MAX. O.H.. SEE SCHEDULE - NATE: THIS OPEN LATTICE-TYPE STRUCTURE MAYNO BBEENCLOSED. \ �4 \ RAFTER,SEETABLE FOR SIZE i AND SPACING �T P ST IGHT . SEES-- DOLE 4 ® POST HEIGHT LENGTH OF STRUCTURE VARIES I SEE HE ULE r{ 1� , , OST WITH SIDE- IB PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER• CHANGEABLE WITH ANY OTHER 3I? SLASATTACHMENi MAr BE USED WHERE - � � � posT W4TH sIDE- COMPONTENT UNLESS OTHERWISE SHOWN.l PERMITTED. PLATES SEE D T IL SEE SCHEDULE G WHERE SEE SC SEE SCMEO. ' NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER i irr SLAB ATTACHMENT OPEN LATTICE-TYPE PATIO COVER '' R FOOTING C FOR FOOTING CUBE SIZE , MAY:BE USED WHERE SCALE. NTS OTE: NTHIS OPEN LATTICE-TYPE STRUCTURE ' COMPONTENT UNLESS OTHERWISE SHOWN. PERMITTED, SEE SCHEDULE MAV NOT BE ENCLOSED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE .� L7: Bg10N ES G.`+ II II FOOTINGNMERE REOVIREO, 1 BEE SCNEO.FOR FOOTING CUBE SIZE ,I c TYPE F ATTACHED MULTISPAN LATTICE STRUCTURE N 1.2154] m . . EX 0.40-2007 # NOTE: THIS OPEN LATTICE-TYPE STRUCTURE MAX. PROD. SEESCHEOULE RAFtER,SEE TABLE NOTE: THIS OPEN LAT7I6E-TYPE STRUCTURE S �lE�' CIVIL MAX. FROJ. - BEE SCHEDULE MAY NOT BE ENCLOSED. ' . FORSIZE AND SPACING MAY NDT 9E ENCLOSED. _—�s� - -. FCALIF �G A�? �4htOt •� (7, RAFTER, BEE TABLE FOR SAE AND SPACING OST HEIGHT L �•/ n ,BE EDULE J/F�� •.. 5 HEIGHT f� p�OST S E EDULE LENGTH OF STRUCTURE VARIES OST CROSS•BECTi 0' CA1-4 SEE POST DETAIL, '�,�,�• 'LENGTH OF STRUCTURE VARIES ' ..Py, NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHERMAY ] 1rr sue BE USED �a l,• PO3T CRO "ECTION, SEE POSTOETAI COMPONTENT UNLESS OTHERWISE SHOWN. TO CONSTRAIN OPEN LATTICE-TYPE PATIO COVER SEE SCHEDULE NOTE: EACH COMPONENT IS INTER. ] Irr SUB MAY BE USED TO CONSTRAIN . SCALE- WSFOOTINGWHERE REQUIRED CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. F FOOTING, SEE SCHEDULE TYPE "G" FREESTANDING SINGLE SPAN SEE 3CHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE. "H" FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE I.F.C.NEVALUATION TYPE FREESTANDING MULTISPAN LA TICE STRUCTURE DRAVII REPORTT NUMBER BY: K.K. FOX ENGINEERING INC. DATE: ER-2640P SCALE: 11/23/2002 NONE JAMES G. FOX, CIVIL ENGINEER LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: - REVISED BY: K.K. 6 D.P. 0000 TELEGRAPH RD„ DOWMEY, CA 90240 _ (502) 00&1]]7 FAX:927.2509 faXeRp Ilolme0.com 10, 20 0 30 psf HORIZ VAND • DURALUM PRODUCTS. INC. 0200 ALPINE AVE., SACRAMENTO, CA 95020 SHEET 3 OF 30 ' 70, 90 6 110 MPH (910) 452.7031 FAX 403-1510 mjes@danf ,m.mm Joe w- GM�4 PANEL SPANS AND OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS .25" -I f ..67" T=SEE TA 35 40" �75i 77" .09R. (I.S.) .6r• 40 f � 25" .5- D, N " ALL UNMARKED RADII .06R ,.,2s peo)• 2.46" 1.70" qq•• 2.5" _ v 40" 25" H rV 40' .35 .35" TYP. 36 ,.,zs 1.46' I 40•• 40. 1.75" 75" 3.00 - 4.50 4.50" T 4.50 4.50" 3.00" 7.25"IL ?s I ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004•H36 OR EQUAL s ALUM. ALLOY 3004-H36 OR EQUAL 24"TRI-"V PAN 8"x2 1/2" FLAT PAN W/(2) -V'S 12" x 3 1/2" W PANEL LL.= PANEL" f 70 MPH 90 MPH 110 MPH "T" 70 MPH 90 MPH 110 MPH 1 70 MPH 1190 MPH 110 MPH (PSF) (IN.) SPAN O.H. SPAN . O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. SPAN : O.H. (IN•) SPAN O.H. SPAN O.H. SPAN O.H. 10 .018 12'-1" .4'-0" 12'-1" 4'-0" 8'-0" 2'-6" .020 12'-10" 4'-2" iV-5" 3'-T' 8'4" 7-11" .020 16_9" 5'-6" 12•_9" 4'-5" 10-3" 3'-T' 024 15'-0" 5'-2" 14'-0 4'-8" 9'-0" 3'-0" .024 14•_1" 4'-T' 13'-7' 4'4" 10'-T' 3'-8" .024 19•4• 6'-6" 15•_7+• 5'-5" 1.7.6" 4-4- .032 1T-0" 5-11" 1T-0" 6-8" 10'-0" 3'4" .032 15'-5" 5'-1• 15'-5" 4'-11" 032 W-6" T-2" 14'-g' y .040 16'-T' 5* -5" 16'-T' 6-5" 16-5" 5'•5" .040 22'_9" T•11" 16'-5• 5'-9" 13'-6" 4--8-- 20 '-8"20 .018 7-2" T-2« 8'.9• 3'-0^ 8.-0" 2'-6" .020 g-10" 3.-2" 91_10•1 13'-2" 8'4" 7_g• .020 12'-0" 4'-2" 17-0" 4'-2" 12'-0" 4'-2" .024 10'-8« 3'-8" 10'4" 3'-4" 9 -al Y-0" .024 11'4^ 3'4" 1114" 3'-8" ' 10'-7" Y-5" .024 14'-0' 4'-10" 14'-0" 4'-10• 14'-0" 4'-10" 032 13'-3« 4'-6" 11'-9" X-8" 10' 0 3' 6" 032 12' 4" 4' -17.12'4• 4'-0" 12'-4" 4'-0" . .032 16'-0" 5'-T' 16'-0" 5'-T' 16'-0« 5'-T' .040 13'3" 4'4" 13'-3" 4'4" 13'-3" 4'4" .040 1T-0« 5'-11" 1T-0" 5'-11" 1T-(7' V-11" 30 .018 T-6" 2•-6^ T-6" 2'-8" 8'-0" 2'-0" .020 g•.1^ 7-8•• 8'-1" 2.3.. 8,-1. 2-4- .020 10'-0" 3'-0" 10'-0" 3'-6" 10'-0" 3'-6" .024 9'-0' 7-0" 9'-0" 2'-11" 9-0" 3'-0" .624 9.4" 3.1^ g-4" 3'•1" 9-4 3' 4" 024, 12'-(r 4'-2" 12'-0" 4'4" 12' 0" 4'-2" .032 10'-10" 3'-8" 10'-10" 3'-9" 10'-0" 3'•6" .032 10'-10" , v 10'-10" 3'-T' 10'-10" 3'-T' 10'=1 }�.3'T' .032 1'4'` 4'•10" 14'-0" 4'=10« 12'-0" 4'4^ &A-91. .040 11'-8" 7-10" 11'-8" 3'-10" 1 8 10" 040 ; 14'-0" 5114'N0. 2151) m�� yFl Exp. 9-50.2007 cl 4,E CF AL faw' I.C.C. E.S. EVALUATION ORAWN BY; K.K. FOX ENGINEERING INC. J Lr giyEO > `�,�-+" PATIO COVER SYSTEM AS MFG. 9Y: REPORT NUMBER DATE: 11/23/2002 JAMES G. FOX, CIVIL ENGINEER "✓� '0'70 66 20 ps1 DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE: NONE 6060 TELEGRAPH RD., DOWNEY, CA 90710 PANEL SPANS c�� '01 OF 30 REVISED BY: K.K. 6 D.P. ®1�7�RR'. A?j 6269 ALPINE AVE., SACRAMENTO, CA 95616 (581) 600-1357 FAX:977-2509. fOzerp®I,o1mall.Com `�7`.0.-8,-„�;,6;1d0' H (916) 152-7021 FAX 1011519 salesuralum.wm 24' .300" 24" TRI= V' PAN LL=PSF :2407 R9.250 OPTIX® PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL �yO F ESS y SKYLIGHT DETAIL + � m O 21513 m V. @ SCHEDULE OF ALLOWABLE SPANS FOR 8"x 2 1/2" • 70 -MPH MMPH ' 110 -MPH USE A MAX. OF (1) SKYLIGHT PANEL -PER (3) 8" ROOF PANELS iQ #8 S.M.S. #10 S.M.S. .#10 S.M.S. #8 S.M.S. #10 S.M.S. 1=.020" t=.024" 20 #10 S.M S. #]0 S.M.S. #12 S.M.S.. 12'-9" 13'-4" 30 #12 S.M.S.. #. 2.S.M.S. #12S..,� Lu 8'-10" :.543 1 V-4" lc_ •30 2007 111 1T 121: x 3 1/2" W PANEL. R9.250 OPTIX® PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL �yO F ESS y SKYLIGHT DETAIL + � m O 21513 m V. @ SCHEDULE OF ALLOWABLE SPANS FOR 8"x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS . 4 7y 910 -MPH qp . Y USE A MAX. OF (1) SKYLIGHT PANEL -PER (3) 8" ROOF PANELS L.L.= 8" PANEL SPANS #10 S.M.S. #10 S.M.S. #8 S.M.S. #10 S.M.S. 1=.020" t=.024" t=.032" t=.040" . / 10 10'-2".' 12'-9" 13'-4" 14'-7"' . 20 8'-10" 10'4" 1 V-4" 12.-3"' 30 LL.= PSF . 70- MPH 90 -MPH 910 -MPH qp . Y USE A MAX. OF (1) SKYLIGHT PANEL -PER (3) 8" ROOF PANELS 10 #8 S.M.S. #10 S.M.S. #10 S.M.S. #8 S.M.S. #10 S.M.S. 20 #10 S.M.S. i #10 S.M.S. #12 S.M.S. 30 . #12 S.M.S. #12 S.M.S.: #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER a EXP. axixom. di CNh F �TEOFUUF6`N` 110-MPH #10 S.M.S. #12 S.M.S. #12 S.M.S. qp . Y L.L.= PSF 70- MPH 90- MPH 10 #8 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. . 8"x2 1/2" FLAT PAN W/(2) -V S ----------------- :EJ�2:S�MS. #12 S.M.S. . a EXP. axixom. di CNh F �TEOFUUF6`N` 110-MPH #10 S.M.S. #12 S.M.S. #12 S.M.S. RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO. STRUCTURES 70/90/110 MPH 12' HEIGHTS ALUM. ALLOY 3004•H36 - I 2• OR EQUAL MAX. 2' 8.5' T -y 3.0' 8.0'. '' �ypF ES51pN F' MES Q.F ALUM. ALLOY 3001-M36 ,024• ALUM. ALLOY 3004•H36 OR EQUAL .042• s' + y4 OR EQUAL 032• -024• z .032• NO. 21543 . EXP. 9-30.2007 CIVIL t, ,rEOF vy\F�w 2 x 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER L.L.= RAFTER'T' 16" O.C. 3 x 8" RAFTER (PSF 24" O.C. T 16" O.C. 24" O.C. (IN.) SPAN O.H. SPAN O.H. (IN•) 'T' 16'1 O.C. 24" O.C. SPAN' O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. 024 15'-0" 4'-0" 14'-0" 4'-0" .024 21'-0" 4'-0" 1 T-4" 4'-(7' .042 10 21'-0" 4' 0• 21' 0 4 0" .032 19' 0" 41-0" 18'-0" 4'.0" .032 21'-0" 4'-0" 20'-2" 4'-0 024 10 8" 3'-a" 9'-0" T-0" .024 14'-0" 4'-0" 12'-3" 4'-0" .042 20 19-0" 4'-0,. 4,-0" .032 14'-0" . 4'-0" 17-1" 4'-0" .032 19'-0" 4'-T 16'4" 4'-0" 024 B'-10" 3'-0" T-8" Z-6" .024 13'-2" 4'-0" 3' 8' 042 30 4.-0" 14'-3" 4'-0'. .032 . X�of 5•, 0323 4'-0 12'-3" 4'-0 TrIck TRIBUTARY 'WIDTH TABLE CLEAR SPAN (FT) Yy nF1u PROJECTION h ; i's'i "e 6 7 8 9 SPAN10 11 12 13 14 /5 16 17 18 19 20 21 Ea' !0� 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 10 fil )1' 6 7 7 8 8 9 9 10 10 11 11 11 �2' S 6 6 7 -7 8 8 9 9 10 10 11 11 12 12 12 F ' � 3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13: TRIBUTARY TRIBUTARY= %MDTH 12 SPAN . O.H. 4' — — — 9 9 10 10 1111 12 12 13 13 - 14 14 14 12 12 13 13 14 14 15 15 15 13 13 14 14 15 15 16 16 16 NOTE: TRIBUTARY ON MULTIPLE SPANS IS 7 — — — — — — 15 15 16 16 17 17 17 EQUAL TO CENTER SPAN TO CENTER SPAN 8' — — — ___1 - — 17 17 18 18 18 9' — — — — I,C.C. E.S. EVALUATION — — — — — — 19 19 DRAVVN BY: KK FOX ENGINEERING INC. - REPORT NUMBER DATE: 1112312002 JAMES G. FOX, CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: SHEET ER -2640P SCALE: NONE 0060 TELEGRAPH RD., DOVMEY, CA 90240 RAFTER SPANS 10.20 6 30 psi DURALUM PRODUCTS, INC. 6 OF 30 REVISED BY: KK.80.P. TTT� (582)!06.1]]7 FAX:927• p HORIZ. WIND= [916),152-7021 289 ALPINE AVE., SACRAMENTO, CA 9sm 2509 fosen 1\olmafl.0om 70, 90 6 110 MPH FAX 403-1519 sales(Mdural-m.—m sue �` ours HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004=H36 1.50 WALL FASTENERS r 1.50" SEE TABLE 078 2.740" 300" t= 0.04" .010"x90" 202" 33" 010 SMS .25"R �.. (2) DIA. ®PANEL a (D O •b - .t.763" LOCKS OR 00 SMS T=.060" t"i ri 281 AT EA. CONTACT 04" a � m � WALL � -2W" pg^ WALL FASTENERS °' FASTENERS SEE TABLE' ALUM.ALLOY -1 CONTINUOUS A• RAIL 1 t BO63-T6 ROOF PANEL (WHERE OCCURS) N 3 0 �0" ��� ALUM.ALLOY o 1.75' A 606376 APPROVED 3" ROLLFORMED HANGER 010 SMS QEA. CONTACT ALUM.ALLOY INSUL.:ROOF PANE L EXTRUDED HANGER CHANNEL' 6063T6 WALL CONNECTION O 3" HANGER R.F. OR EXT. HANGER C I #10 SMS T8B CHANNEL, 2x OR 3x ' HANGER / RAIL FASTENER TO FASCIA, WALL (STUD. MASONRY OR CONC.) i 1.880 AT 12" O.C. RAFTER BRACKET. \ WIND AT 2x FASCIA ' AT WOOD STUD DESIGN WISIMPSONA35 AT MASONRY OR 16" O.C. CONCRETE —LL= 10 LL=20 LL=30 LL=10 LL=20 ALUM. PANEL 2x OR 70 LL=30 LL=10 LL=20 ,_ LL=30 3x ALUM. RAFTER A c C E H H J 90 B c C J K FASCIA BOARD---L—F1 H J J K EXIST. EAVES, RAFTER 110 D c cGH ALLOWABLE PROJ., EXISTING EAVE H J J K' ' SEE TA:E BLE BELOW OVERHANG DESCRIPTION OF LAG SCREW SEE NOTE BELO acc zyZ A=1/4"0x11/2"@12"O.C. wa B=3/B"0x1E=3/8"0x21/2" 16"O.C. J=1/4"0x 1 1 /8"@ 16" A. B. EXISTING EAVE CONNECTION w c=3/8"0x1" ..F=7/16"4x21/2"@16"O.c. K=1/4"0x11/8"812"A.B.aNa 1/2"@12"O.C. G=7/16"0x2112"@l2"O.c.D=716"0x1/2"@12"O.CO H=3/8"0x21/2"@12"O.C. EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN 10# RAFTER 812E SPACING —OVERHANG LL=10. 11/2" 20#0# L.L.=(2)#8 SMS EA. SIDE 2"x 4' LL=20 LL=30 � L•L•=(2)#10 SMS EA. SIDE FULL OR 16" O.C. 1,-15" 14,-5" 7 7" 3/16" 4-5" C STEEL 2'-0" 4, 4„ B" 0 114-0 HOLES.TYP. 2"x4 2.�., - -- ------ FULL OR 24" O.C.. 1, 6„ 8' 2" 4'_3„ 2, 5" _ �3/4" OR 1 1/2" - p 2-�3'-9" NOTE: PROVIDE WATER 2x6 1/2" 8' O O PROTECTION. METAL FLASHING 2'x6"FULL OR 24"0 C. 2'-0" I j' CAUCK JOINTS AND SLOPE 2"x8"NOTCHED 1T-5" g-1 5,•6" I 5" IN. OR 8" O I TO DRAIN RAFTER TYPICAL BRACKET 2"x8" FULL 24" 0. C. 2'-0" x`23' 1�_22'-1" — — — 1 1 /4" 0 o.c. 13'-5" /4" OR 1 1/2" MAX. DIST. NOTE: 10, 20 $ 30 L.L.=�� `(� ------ \ TO FIRST POST f COVERSUPPORT 2x6 OF -L #2 LEDGER MAY BE INSTALLED WHER�• F oFE ssloa EAVE LENGTH BEAM OR WALL. tzo NEEDED TO EXIST. WALL AT WD. STUDS (16"! c.F "L,^ i 2-120X3" WDWS , SCREL.L.=20 MAX. USE: by(��,8 8 30 PSF a OR ae LEDGER - �� NO. 21543 ^` (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.0 �r Exp. a30-2oo7 ' 2-#14# 3/4" WO. SCREWS ALL RAFTER � * OTHER DESIGN LOADS. (3) 0t x3laws. (>Jfoxt v4 THE INSTALLATION OF LAG SCREWS d. WOOD SC3 Eu 5. R RE�UIRED TO` E NCIVIL PATIOCOVER ••� S��IIFcx F� ACCORDANCE WITH THE NATIONAL DESIGN SPECT IGAON�((j1DS), S�Oil,l}JNJAF2 ; - RAFTER TO WALL CONNECTION O N `,1 - OTE: PLACE -SIKH FLEX"OR SIMILAR �i/'1 9.1� MATERIAL BETWEEN BRACKET AND COMP. / SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED O BRACKET CONNECTION BELOWR FTER BELOW RAFTEq W/ I.C.C. E.S. EVALUATION DRAWN BY: K.K. SAME CONNECTIONS. REPORT NUMBER FOX ENGINEERING INC. OATS' 1123Q002 Y JAMES G. FOX. CIVIL ENGINEER=90240 MANGER CHANNEL LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY; ER -26404- SCALE:NONE to, 20630 SHEET REVISED BY: K.K. 8 D.P.• 0000 TELEGRAPH RD., DOWNEYANDBRACKET psf DURALUM PRODUCTS, INC.502 000-1337 FAX:927. 509 ATTACHMENTS MORIZ WND • 0269 ALPINE AVE., SACRAMENTO, CA 95020 7 OF 30 70, 90 0 110 MPH (910) 452-7021 FAX 40}1519. seks ,oe w. QFVIAT. . (aAuntum.com COLUMN / POST TYPES . & SURFACE MOUNT ATTACHMENT DETAILS USE 2 EA. 6" APART MAX. _ 3.00"SQ. 3.00" SQ. 3.00" SQ. j--�1.50"�1.50" #10 SMS G =3"S .x1=:188" — . .024" "D.C. rJ1.00� .28" EA. SIDE H=3"SO.xt=.250" II rl�032" 6.5" 3" O' .075" J"SQ.xt=.18B"ii 032. ALUM. T R K.=5"SO.Xt=.188'• TYP. .032" .048"STEEL OO 02d" O 3.0 4.0 OR 5.0" A B 5/8" PLASTIC PLUG ,28„ O E TWIN POST 3" SQ. ALUM. POST 3' 1.5" SQ. ALUM. POST WITH SIDE PLATES O ALUM. ALLOY 3004-H36 . MAG POST SQUARE LLALUM. ALLOY 3004-H36 ALUM. AOY 3004-H36 ALUM. ALLOY 3004-H36 3" SQ. STEEL POST 3" SQ. ALUM. POST STEEL POST 1 50" ALUM. ALLOY 6063-T6 ASTM A653 SS GRADE 40 ..y USE ALUM. ALLOY 3.00" OR 11/2" IBRACKET 6063 -TS' 2.tT SQ. POST IS 9"LONG 2.40" OR (2) EA. ' 1.375" AT 1 1/2" �7/16"OHOLE •562FLANGES ROLLpoRM 1.50 0 U 75" 21/8"APART 067' ASTM A653 SS GRADE 40 STEEL 1.125" 2.5" EXT RID'ED 0 7S 7s BASE FLARES INSTALL WASH. PLATE . ' 1,60" •157" TO Y WIDE EA. TYP. SIDE OF FLANGES 1-12" SQ. x 3/16" WHEN USING 1 5 — — IN 110 MPH WAND AREA INSTALL WASH. PLATE USE FOR 3" 1+ 75" l MATERIAL: 15 /" x 5/16" x 5 W WHEN USING IN 070 NP' 3004-H36 ALUM. Q ROLLFORM 110 MPH WAND AREA 0.1-7/16"0 HOLE 6063-T6 ALUM. @ EXTRUDED .070" BRACKET FOR 3" POSTS %2-5/16-0 HOLES 6 2-3/8" HOLES TYP. EA. SIDE "U" BRACKET ALUM "T' BRACKET_ STEEL "T' BRACKET 5 s$ 2 118" 2 1/8" "LT' BRACKET Q ' 1 12" SO. POST P. - -�•' ..' 7r8" W/4410 SMSOR c!d 1 1!2• SO. POSTS SHOWN 1.1/4"0 M.B. EA. r •F/ 1 POST. I / 12• MIN. FROM �j'7js` i i 1 2• T' BRACKET - I CENTER OF BOLT 0 3"6Q. POST W/ TO END OF POST (2)410 SMS EA. ' E 7 �GIPL(.18'1 SIDE OF POST OR gA Bi11/16" 0 ROD 114"Ma. THROUGH �., 1040 STL 978" POST ve 2 AUGER PARTS PAINTED 1 12" TWN POST: 20 '� �• / 'RUST-0•LEUM" OR EQUAL � (1)'1/4" 0 M.B. op ^ Jp i1 F+�� OR HOT DIPPED GALVANIZED PER POST ( 2 -TOT.) 2 1R -x 2 112- 9,JP°G(� OR ELECTROPLATED 3"SQ.POST BRACKET: x 7 GA. STL. PaoFEss/ory _ (1)-114" 0 M.B. PLT. ASTM ASe Q µES G,R 4" DIA. 9GA. ASTM A38 HELIX PER SIDE (2 -TOT.) NO. 21513 m - 3/16" NOTE: 9'x1e'x7GA. s MAY BE USED VNTH EXP. L]0.2007 SIMSTEEL PLATE NGLE PASS WELDED ASTM A]6 * AUGER ANCHOR 1 12"S0. TWIN POST AUGER PARTS PAINTED sar crvu. OR 3"SD. ALUM. POST "RUST-0-LEUM" OR EQUAL EOF C ALFOP NOTE: ONLY. OR HOT DIPPED GALVANIZED STEEL FOOTINGS AND AUGER ANCHOR TO BE OR ELECTROPLATED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED O SEE CONC. SLAB POST SPACING TABLE FOR SPACING. STEEL FOOTING .C.C. E.S. EVALUATION LREVISED13Y:K.K.& Y: K.K. FOX ENGINEERING INC. EPORT NUMBER 13/2002 JAMES G. FOX, CML ENGINEER COLUMN/ LIVE LOAD • PATIO COV ER SYSTEM AS MFG. BY: R-264DP ONE 101-1--17 io, 20 a 3o Psr DURALUM,PRODUCTS, INC: SHEET e060 TELEGRAPH RD., DONRIEY, CA 90240 POST TYPES HOWL WIND • eIe9 ALPINE AVE., SACRAMENTO, CA 95e2e 8 OF 30 D.P. FAX:927.2509 f0xe he(mell.rom 70, 90 a 110 MPH1(918)452-7021xoe w. csmau FAX 403.1519 felee®Cunlum.6om COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ' 7 12" ALUM.'rBRACKET USE WITH MAX 12' MIN. FROM, POST TYPE B.C.D. OR E. STEEL POST ONLY: CENTER OF BOLT STEEL.-rBRACKETUSE WITH ' USE POST TYPE ((3 5/8'0803/73 T I TO END OF POST. POST TYPE B,C,O,E,F,G.H,J OR K. I I FGH, J OR K F -5 POST TYPE J SO. POST ALUM.TBRACKET: I I F. , - USE (2)-1/4'0.3 3/4• HILTI 1 1 (2)-1/4"0 HII(TI "KWK"" KVAK BOLTS OR EQUAL 112 DEPTH OF I i (2)-12"0803/75 BOLTS. OR EQUAL. EACH SEE NOT BFI QW STEEL.-rBRACXET: FOOTING OR 1 FOR ALL OTHER BRACKET TO SLAB. ('PER USE (2)-3/8.0 HILTI KWIK C 12'MIN. EMBD. j j CONDITIONS. ICC E.R.4627, EMBEDED ' OLTS OR EQUAL 2 12" MIN., 8 APPROVED FOR 325#. PULL OUT) 312" MIN. 4E44G SLAB SHALL BE IN OOD CONDITION FOI SEE SCI EXISTING SLAB l / 1 ATTACHED ALTERNATE FTG CUBE SIZE SO. 18' DEEV20" 18" 18" SQ. r• , 20" 21"SQ. 3 12' 22" 25" SQ.24" 3 12' 28" SO. 2 26" 32" SQ. 23" 28" 35" SQ. 25" 30" .39" SO. 28- 32" 43" SQ. ' 30" 34"' 47" SO. 32" 36" 51" SO. 34" 38" 55" SQ. 37" 40" . 60" SQ. 39„ 42" 64" SQ. 41" 44" ' 69" SO. 43' . CUBE FOOTING W/ 3 112- SLAB POUREDCONCRETE. FOOTING SEE NOTE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS BOLTS 23' 6 24' CUBE (2)•1/70 PULL-OUT= 625# MAX. EACH 25• - 30• CUBE (4)-1/2.0 PULL- OUT -6250 MAX. EACH . 31"- 34". CUBE (4)-5/8.0 PULL-OUT • .. - 1165/ MAX. EACH 35"- 39• CUBE (4)-3/4.0 PULL-OUT 1375# MAX. EACH 40• - 42' CUBE (4)-1'OPULL-our• 1635# MAX. EACH NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -II OR EQUAL. NO SPECIAL INSPECTION REQUIRED Pi I.C.C. EVALUATION SERVICE INC., ER #4627 w 16" INSERT X.188' ASTM A36 STEEL "' V TM A36 STEE L' 3" SO. POST (STL.) OR 4 LSQ. POST (STL.) INSERT. PL.12"THK. -' 9 1.12° 7' 1 12" _ 1 12"9" 1 12" VVFI D D STFFI BASF RAT O BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SQ.x12' B, C, F, G 12'SQ.x12' S, C. D. F. G. 8 H 18'SO.xl2' B. C. D. F. G. 6 H FREESTANDING BASE PLATE ANCHOR .a BASE PLATE ANCHOR BOLTS SIZE 6 TYPE 10"x10"x 12' (4)• 314.0 x 8• EMBEDMENT HILTI SS KWIK BOLT -II PER I.C.C. E.S. #4627, PULL-OUT VALUE -187S# EA. 12'xl2'x 1/2' (4)- 1'0 x 9' EMBEDMENT . 9�' ppoE ESsrO,y HILTI SS KWIK BOLT -II �¢ 1'ME9 C a + s PER I.C.C. E.S. #4627, e� Y PULL-OUT VALUE=1995# EA. NO. 21543 M EXP. 9-]-2007 z 18't18'x 1/2' (4)- 1.0 x 6• EMBEDMENT HILTI SS KWIK BOLT -II . Y • �� sr�rE C lvl�� PER I.C.C: E.S. #4627. m CALt10 PULL-0UT VALUE= 3740# EA. . NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED N EVALUATION E : K.K. FOX ENGINEERING INC. NUMBER 3/2002 JAMES G. FOX, CIVIL ENGINEER NE 1 _: 8060 TELEGRAPH RD., DOKNEY. CA 90240 Y: K.K. a D.P. (562) 6961337 FAX:927.2509 10xanp notme2.eom I COLUMN/ POST TYPES NOTES: J 1. DO NOT USE ALUM. -r BRACKET WITH 3X8 SM. r• , VVANSERT, MAG. BEAM, 4-.7- ",7"OR 1d' I -BEAMS. OR 3 12' •w�•1�� U 3 12' 2 4' 3. POST TYPE F DO NOT USE STEEL "T" (1)•1 8. BRACKET W/7' AND 10" I -BEAMS 6'_ ONG. 1 x9 LONG. " FROM END SQUARE OF POST SEE FTG; SCHED. SQUARE POST EMBED. w 16" INSERT X.188' ASTM A36 STEEL "' V TM A36 STEE L' 3" SO. POST (STL.) OR 4 LSQ. POST (STL.) INSERT. PL.12"THK. -' 9 1.12° 7' 1 12" _ 1 12"9" 1 12" VVFI D D STFFI BASF RAT O BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SQ.x12' B, C, F, G 12'SQ.x12' S, C. D. F. G. 8 H 18'SO.xl2' B. C. D. F. G. 6 H FREESTANDING BASE PLATE ANCHOR .a BASE PLATE ANCHOR BOLTS SIZE 6 TYPE 10"x10"x 12' (4)• 314.0 x 8• EMBEDMENT HILTI SS KWIK BOLT -II PER I.C.C. E.S. #4627, PULL-OUT VALUE -187S# EA. 12'xl2'x 1/2' (4)- 1'0 x 9' EMBEDMENT . 9�' ppoE ESsrO,y HILTI SS KWIK BOLT -II �¢ 1'ME9 C a + s PER I.C.C. E.S. #4627, e� Y PULL-OUT VALUE=1995# EA. NO. 21543 M EXP. 9-]-2007 z 18't18'x 1/2' (4)- 1.0 x 6• EMBEDMENT HILTI SS KWIK BOLT -II . Y • �� sr�rE C lvl�� PER I.C.C: E.S. #4627. m CALt10 PULL-0UT VALUE= 3740# EA. . NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED N EVALUATION E : K.K. FOX ENGINEERING INC. NUMBER 3/2002 JAMES G. FOX, CIVIL ENGINEER NE 1 _: 8060 TELEGRAPH RD., DOKNEY. CA 90240 Y: K.K. a D.P. (562) 6961337 FAX:927.2509 10xanp notme2.eom I COLUMN/ POST TYPES NOTES: PATIO COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS. INC. 8I69 ALPINE AVE., SACRAMENTO, CA 95826' (916) 452.7021 FAX 403.1519 sales ®dureWm. 1. DO NOT USE ALUM. -r BRACKET WITH 3X8 SM. EMBED. VVANSERT, MAG. BEAM, 4-.7- ",7"OR 1d' I -BEAMS. OR 3 12' 2. POST TYPE E ' INSTALL WASHER PLATE 2" X 3 12' �T7ACKET. 4' 3. POST TYPE F DO NOT USE STEEL "T" 8' BRACKET W/7' AND 10" I -BEAMS 6'_ w 16" INSERT X.188' ASTM A36 STEEL "' V TM A36 STEE L' 3" SO. POST (STL.) OR 4 LSQ. POST (STL.) INSERT. PL.12"THK. -' 9 1.12° 7' 1 12" _ 1 12"9" 1 12" VVFI D D STFFI BASF RAT O BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SQ.x12' B, C, F, G 12'SQ.x12' S, C. D. F. G. 8 H 18'SO.xl2' B. C. D. F. G. 6 H FREESTANDING BASE PLATE ANCHOR .a BASE PLATE ANCHOR BOLTS SIZE 6 TYPE 10"x10"x 12' (4)• 314.0 x 8• EMBEDMENT HILTI SS KWIK BOLT -II PER I.C.C. E.S. #4627, PULL-OUT VALUE -187S# EA. 12'xl2'x 1/2' (4)- 1'0 x 9' EMBEDMENT . 9�' ppoE ESsrO,y HILTI SS KWIK BOLT -II �¢ 1'ME9 C a + s PER I.C.C. E.S. #4627, e� Y PULL-OUT VALUE=1995# EA. NO. 21543 M EXP. 9-]-2007 z 18't18'x 1/2' (4)- 1.0 x 6• EMBEDMENT HILTI SS KWIK BOLT -II . Y • �� sr�rE C lvl�� PER I.C.C: E.S. #4627. m CALt10 PULL-0UT VALUE= 3740# EA. . NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED N EVALUATION E : K.K. FOX ENGINEERING INC. NUMBER 3/2002 JAMES G. FOX, CIVIL ENGINEER NE 1 _: 8060 TELEGRAPH RD., DOKNEY. CA 90240 Y: K.K. a D.P. (562) 6961337 FAX:927.2509 10xanp notme2.eom I COLUMN/ POST TYPES I LIVE LOAD 10, 20 a 39" HORIZ. KIND • 70. 90 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS. INC. 8I69 ALPINE AVE., SACRAMENTO, CA 95826' (916) 452.7021 FAX 403.1519 sales ®dureWm. SHEET 9OF30 +o9- ro. o7mm. .6t" . .035" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 6.5" ROLLFORMED 3 I _T SPLICE VMERE 4'r OCCURS 70" TYP� HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. SPLICE OCCCURSCURS � O SPLICE WHERE SPLICE WHERE 4.e- .oes• rYP. OALUM. ALLOY O A 6063-T6 B 4.5" GUT -TER. SPLICE W OCC ALUM.ALLOY ALUM.ALLOY 6063-T6 6083-T6 O O 4" I -BEAM 7" I=BEAM G T. e MAA X. — 1 3" —�- -•--- .042" 8" .042" ALUM. ALLOY 7004•H3e O ALUM. ALLOY 3004.136 T_ OR EQUAL ALUM. EQUAL M 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM OCCURS . 4.e• 2.0/• ,065• TVP. 4.0000' ALUM. ALLOY 6063-T6 O MAG. GUTTER C SPLICE WHEI OCCUR ALUM.ALLOY 6063.76 E 10" I -BEAM Aw , �v 1.25" OCCURS. .075' TYp. 14"R TYP. ,048" .28". ALUM. ALLOY ASTM A653 SS GRADE 40 O6063-T6 . E MAG BEAMO 3" SQ_ STEEL BEAM J1 3.0" e.s f MAX � 2" I .042"' o 8.0" J2 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004.136 f®`\�e OR EQUAL OR EQUAL " A. PBL' 2 x 6.5 BEAM O . �3x8BEAM ALTERN� STEEL C -BEAM FOR ALUM. I -BEAMS uN�. 1154.2,,1 -BE f�- 7"x 2 3/4" x 16 GA. STEEL C -BEAM xp. 5-< !p'... T•14 B . C� ��� 7' - 12"x 3 1/4" x'12 GA. STEEL C=BEAM 7.8 5" ASTM Ae55 G� E•;��� /\ OF R 0' I -BEAM = W10 x15or S8 x 18.4 STEEL 1 -BEAM 0.ylE Y0 2.875" UP. E.Li00 n 3x8BEAM STEEL INSERT �'rEEs �, EedP I.C.C. E.S. EVALUATION DRAWM BY; K.K.„.(�. FOX ENGINEERING INC. REPORT NUMBER DATE: 11123/2002. JAMES G. FOX, CIVIL ENGINEER LIVE LOAD” PATIO COVER! ,r.. ER -2640P SCALE: NONE 0000 TELEGRAPH RD.. DONNEY, CA 00240 BEAM TYPES_ 10, 20 & 30 ps1 OURALUM PRODUCTS, INC. SHEET ' REVISED BY: K.K. a D.P. 562 6061527 FAX:027.2509 Foxe hotma6.wm ' - 'HORQ. NANO • - 70. 00 6 110 MPHI(OiS)452-7021ics 0I89 ALPINE AVE., 6ACRAMENTO, CA (15620 ' 10 OF 30 . ' ' FAX 403-1519 sales®duntum.00m . w.0imati SPLICE. DETAILS11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT B„ 1^24" .. - c (2))10 S.M.S ?. EA. \ (010 S TOT.) II - I VALLEY, TY . > . TYP. THICIaNESS = .035"' 812 S.M.S. II II (24 TOT. T:p THICKNg6S = .035" 0. 6.38" mE } II t + +t ++ �+ tt �— ALUM. ALLOY 3004-H36 . OR -6063-'T5 FOR EXTRUDED ALUM. ALLOY 3004-H36 OR 6063 -TS FOR EXTRUDED NOTE: USE SIMPLE INTERIOR BAYONLS NOTE: FULL MOMENT SPLICE MAY OCC R IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAY SPLICES - ROLLFORMED & EXTRUDED FASCIAS I I NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY . AS NEEDED TO CLEAR SO. POST,CONNECT WEB NOTE:' IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12"SIMPLE C -SPLICE (ONE SIDE OF WE MAY USED. (6061-T6) ALTERNATE I I TO POST W/(2) -1R"0 4 TOTAL= (8)•1STL C -BEAM THRU-BOLTS R"O BOLTS SO. POST O. ° BEAM TO POST CONN. co SPUCE WHERE 4.5" OCCURS - 7" - '. 'ROF ESS OM TYP. O r 5a€ Ql "'OE O `fir] �1lmDe ' NO. 2154 EXP. 0-W2007 >o ALUM. ALLOY IvI�'• •�1�,��. 812 METAL BACKED, 6063.76 � - v F-meqq S 9. sl cNR � )PCA y����5 ^ TEK SCRNEOPRENEWS ® HB'O C rFOFv uF 7" I -BEAM AX. STAGGER IN BEAM 3'-0' FLANGE MOMENT CSPLICE ROOF PANEL — — — — NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12 SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY USED. 5.5" TOTAL= (12)-12"0 BOLTS 1. O 7"x4" ALUM, "I" BM. // (TO BRACKET BEAM SPUCE WHERE OCCURS IV' 14" TYR ALUM.ALLOY 6063-T6 10" I -BEAM I.C.C. E.S. EVALUATION DRAWM BY: K.K. REPORT NUMBER DATE: 11aaz2002 JER-2640P SCALE:NONE. REVISED BY: KK. d D.P. FOX ENGINEERING INC. F JAMES G. FOX, CIVIL ENGINEER L 0060 TELEGRAPH RO., DOWNEY, CA 90240 562 6061]]7 FAX:B27-2509 foam holmall.cpm 2. 3/6"0 M.B. THRU STL. "T" BRACKET TO POST. II . POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. LIVE LOAD• PATIO COVER SYSTEM AS MFG. BY:. SPLICE DETAILS I. 20 6 50 oaI _ DURALUM PRODUCTS. INC. SHEET HORIZ WIND• 6269ALPINE AVE., SACRAMENTO, CA 85620 11 OF 30'. 70, 90 6 110 MPH I(OlS)452-7021 FAX 405.1519 salesr0)nuroa'.n ."... 106 NO. ar02a14 OPTIONAL DECORATIVE FASCIA (WOOD,ALUM.ORHARDBORD) 2.012 x 12' S.M.S. EACH SIDE OF 3' SO. POST (1 -TOTAL) ALTERNATE: 111.0 BOLT W/ WASHER EA. SIDE OF 3' SO. POST . .75 I' 11 + 1 1.10' I ID L—+ 2.75' 3' SO. POST 2.010 x 12' S.M.S: EACH SIDE OF 3 - SO. POST (1 -TOTAL) ALTERNATE: 1/1'0 BOLT W WASHER EA. SIDE OF 3• SO. POST 3.00' 3' SO. POST ' OR .210' GUTTER FASCIA MAG BEAM 3' SO. POST 3"SQ. STL. 8 paoFESSIO,� . 'µES G.P t (� m W NO. 21517 In EXP. 0.30-2007 s s CIVIL 4rE�CALfoap REPORT NUMBER ER -2640P DRAWN BY: K.K. DATE 11232002 SCALE:NONE REVISED BY: K.K. a D.P. BEAM TO POST' CONNECTION DETAILS BRACKET AT EACH 1 12" SO. POST ALUM. ' xO8Cr ALLOY 3004-H36 2-#10x12"S.M.S.2)-#10 S.M.S. EA. SIDE (4)-TOT.#10S.ATAT EACH POST #10 S.M.S. TOP 6 BOTT. (2}TOT. ALTERNATE: - #10 x 12' S.M.S, TOP ' 1/4"0 BOLT AND WASHER ON CENTERLINE AT 8 BOTT. (2) -TOT. 1 1/4" y EACH POST. PLAN OF S CKET .., =ROOF PANEL •'4" 61/2 1 " . ROLLFORMEO OR EXTRUDED GUTTER FASCIA ALUM. BRACKET X #10 S.M.S.012"O.C. - 2- 1" — — 6 12"XZ'A AT - l FRONT FACE OF ASCIA .024"RAFTER LOCATION,OF 1 12' SO. POST (2)-01: S.M.S. (2 PER SUPPORT) RAFTER "TAIL„ TO GUTTER 15 TO FASCIA., _ O GUTTER FASCIA MAG BEAM 3' SO. POST 3"SO. STL. BEAM 14 --may .040" 6063-T6 3 F ALUM. ALLOY 3004-H36 1/2„ .040” 3004-H36 ALUM. sG.,�. 1.50" TYP. -_ /r ®-{- za° f 1.50" 11/2" T q L- -i. " 3 : ;8- SCREWS NOTED IN DETAIL Wj TO BE @ CENTERLINE 1/2" MIN. EDGE'DIS,TANCE, TYP. ��C:tV11- �o°�'® 2" IATTiCE TUBE P 1/2" MIN. FASTENER,. DEATIL #8 x 2 "SMS OR 2 1/2", TYP. I —1I 9EE VARIOUS I F:AFTER DETAILS -- _ . W= 2 1/8" OR.1 1/8" FOR 6 1/2" RAFTER & W= 3 1/8" OR 2 7/8" FOR 8" RAFTER @ 3"O.C. MIN. 1 1/2" SQ. LATTICE OR 2" "U'BRACKET-GENERAL. 8 T'O.C. MAX. LATTICE TO RAFT. 18 17 FOX ENGINEERING INC. PATIO COVER SYSTEM AS MFG. 8Y: JAMES G. FOX, CIVIL ENGINEER LIVE LOAD • SHEET ' 10, IO a 30 psl DURALUM PRODUCTS. INC. 8000 TELEGRAPH RD., DOWNEY, CA 90210 BEAM TO'POST HORIL WIND a 8209 ALPINE AVE., SACRAMENTO, CA 95829 12 OF 30 582 808-1337 FAX:927-2509 foxen holmx9.eom 70. 90 a 110 MPH (91S) 152.7021 FAX 403-1518 sxles®Ounlum.wm me W. crmcnF 'DOUBLE RAFTER:' CONNECTION DETAILSLATTICE BEAM TO POST CONNECTION 1 1/2" OR 2"LATTICE. #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER- /BEAM SPLICE TO BOLT CONNECTION PLAN j/ OCCUR DIRECTLY OVER 5/8" 0 PLASTIC ALTERNATE: POST. NOT PERMITTED PLUG WHERE aceta S.M.s. EACH 6 SCREWS I e° 2-POST UNITS SCREW IS INSIDE RAFTER TO COL. PER SIDE I —� CONNECT. (8-TOT.) #14 SMS MAY BE USE AS 1. 3.5" 3.5" ALTERNATE TO o- r--- =— 3.53.5" 1/4"0 BOLTS - . •s oa �. -- 1•' ( 5 8" BEAM Di OR ❑2 3"x 3"STL.POST (24") I CA - INSERT ATTACHED OR ALTERNATE: 6414 SMS EA. 3"x3"STL.POSTCOLUMN I (2)-2x6.5"oR SIDE ', FOR FREESTANDING (2)-3"x8"HEADER I 6 1/2" SIDEPLATE EA. 1 I (2}l/2^BOLT #14 SMS EA. SIDE I I SIDE SEE POST SCHED. TOP, MID HEIGHT 2"x6.5"SIDEPLATE AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES DBL. RAFTER / DBL. HEADER CONN. 19 BEAM TO POST CONNECTION POST SCHEDULE 21 1 3" SQ. x .024" + (2)-2" x 6 1/2" x .024rr Y W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" 3" SQ. x .024" + (2)-2" x 6 112!'x.032" . W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. 2"x6.5".OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT 10A N�' ALTERNATE: co 2)-#10 S.M.S. EACH RAFTER CJ O COLUMN CONNECTION (4-TOTAL).3 ALTERNATE: -ALTERNATE: (2)- 2x6.5".OR HEADER EXE . ::0(37 Pµ 3"x3"x0.024" (1)-1/2".BOLT OR OFESSe ��� (vil. �®� ��7fpESo.R r CONNECTOR (2)-.#10 S.M.S. EACH RAFTER w NO. 21517 i STUB COLUMN TO DOUBLE HEADER CONN. 20 EXP. 0-30-200l ; • , J'j CM1. Ar1'OF Gt1f� I.C.C. E.S. EVALUATION DRANM BY: K.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11/27/1002 - JAMES G. FOX, CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: ER-2640P SCALE: NONE LATTICE 10, 20 d 30 ps! DURALUM PRODUCTS, INC. SHEET 0080 TELEGRAPH RD., OONMEY; CA 90210 CONNECTIONS 13 EE 30 REVISED BY: K.K. d D.P. HORIZ 1MN0 = d269 ALPINE AVE., SACRAME14TO, CA 95: (502) EOB•U77 FAx:9274509 laxenp®potmail.cOm 70, 90 6 110 MPN (918) 152-7021 FAX 107.1519 axle. A95826.eom roe "0' arOieF/i. l U# L.L. 70 / 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12'0 LESS ¢F -jom 6.5" ROLLFORM 70390 MPH 4" I -BEAM 4.5" /MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 0 U Z g rn a MAX.POST SPACING FREESTAND ATTACHED MAX.POST 70390 MPH MAX.POST 70690 MPH FREESTAND ATTACHED MAX.POST 70690 MPH FREESTAND 70 3 90 MPH FREESTAND ATTACHED z rn FTG. MIN. POST FTG MIN. POST SPACING FTG' MIN. POST FTG. MIN POST SPACING FTG. MIN. FTG, MIN. SPACING MIN. ATTACHED MAX.POST SPACING FREESTAND ATTACHED 4' (IN.) 26 TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) POST TYPE . (IN POST TYPE FTG. (IN.) POST TYPE FTG. (IN.) MIN POST TYPE FTG. (IN.) MIN. POST FTG. MIN.' POST 17'-0" 14'-3" �7 F 22 A �B 21'-s" 29 70 G 22 A� 15'-7" 2�7 G 22 A 16'-4" 27 �8 G 23 A� 13'-7" 24 TYPE (IN.) TYPE 5' 13'-7" 12'-9" 2�7 F 23 A �B 19'-6" 29 0 G 22 A �B 14'-0" 26 77 F 23 AX 14'-7" 228 G AXB 76 2�6 F 22 B 2�7 23 12'-2" F 22 A� 6' 11'-4" 11'-7" F 23 B 17 9' 29 �0 G 23 g 12'-9" 2�7 F 24 g 13' 4„ 27 G 24 B 11'-1" 24 7' 9'-8" 10'-9" �7 F 24 B 16'-5" Lp /3 G 24 B 11'-9" �6 F 23 g 26 27ip2FB 12'"�8 2�8 G 8' 8' 6" 10'-0"2�4 F 24 g 15'-4 26 G 24 B 11'-0" 25 B 10'-3" �6 F 23 g 239' �a 11'-6274 G 25 B 9'-T,2�2F 24 g T-7" 9,_6„23 /4 F 25 B 14'-6; 267 7 G 25 g 10'-5,. 274F 10'-10" z23 G 26 B 9'-o" 21 23 74 F 25 B 13'-9 2s 77 G 25 g 9'-10" F 24 B !33/ 2, F 26 g 10'-3.. 223 G 21 11' 26 g 8'-7" F 25 B 6'-2" 8'-7" �4 F 26 g 13'-1" L /17 G 25 B 9'-5" 23 �4 F 26 g 9'-10" 23 �a (� 27 g 8'-2" 21 /zz F 25 12' 5'-8" 8'-2" 274 F 26 g 12'-7" 2%7 G 26 B 9,_0" 2�4 F 27 g 9'-5" 2%4 G 2�1 B 13' 5'-2" 7'-10" 20 /1 . F' 26 ` B 12'-1" 23 /4 G 26 g 27 B T-10" F 26 g 8'-8" 221 F 27 9'-0" 2%a 14' 4'-10" 7'-7" 2�1 F . 27 B , 11'-7" 2�4 G 26 8' 4" g G 27 B . T-6" 20 F 26 g 20 20 15' 7'�" g /2, F 27 B 8'_8" /1 G 28 g 7'-3" 2%1 F 26 B 4'-6" 71 F 27 g 11'-3" G 27 B a'-0" 1 F 28 g 8'-1" 20 7, G 28 7'-0" 271 26 16' 4'-3" 7'-1" 20 X1 F 27 B 10'-10" 2324 /4 G 27 g T 9" g F B 20 /1 F 28 B 8'_1" 20 17 ' 2%, G 28 g s' -s" %1 F 27 B 4-_p^ 6'-10" F 27 B 10'-7" 2�4 G 27 B Ta° 20 /z, F 28 B 7'-11" 2/z, /, G 29 g s'-7° 20 /� 27 18' 3 -9 6 -8 16 �9 F 28 g 10'-3" 20 �1 G 28 g 7.4„ 18 /s F 29 B �'-8" 18 /s G 29 1�9 F g 19' T-7" 6 4 �9 F 28 B 10'-0" 1 G 28 g 7'-2.. 18 /s F 29 T-6" 18 g 6 �„ 1X9 F 27 g 20' 6' 4" 1�9 g 9 G 29 g 6-2., F 27 B 3 �, 18 F 28 B 9'-8" 2� 21 F 28 B T-0" 18 ,s / F 29 B 7_3" 18 /s - --� 1%s F 28 B 21 3'-2" 6' 2, �9 F 28 B 9' 6" 20 21 F 28 g 6'-s" 1�9 F 29 g 7'-1" 18 �9 ;,�G.62980,. v +� �''1.t30: ' Fix ��� �.�• m zSPACING T�.U) O �. 1-7 v 1V(rn rRccJ 7"'1 -BEAM - 70 MPH 90 MPH 70 d 90 MPH MAX.POST FREESTAND FREESTAND ATTACHED FTG MIN. FTG MIN. FTG MIN. POST POST POST (IN,) TYPE (IN.) TYPE PN.1 , TYPE HNUINU & A-1 I ACHED DBL.2"x6.5"x.024"BEAM 70 d 90 MPH MAX.POST FREESTAND. ATTACHED SPACING. MIN. MIN. FTG' POST FTG' POST (IN.) TYPE (IN.) TYPE SOLID MAX.POST SPACING PATIOS 12' OR LESS 38 3'x'' AM 3"x8" BEAMw%INSERT m cx 70 6 90 MPH70 MAX.POST SPACING d 90 MPH FREESTAND ATTACHED FREESTAND 26 ATTACHED FTG. (IN.) ' MIN. POST TYPE FTG (IN.) MIN. POST TYPE �G' (IN.) MIN. POST TYPE FTG PN-) MIN. POST TYPE 4' 17'-0" 45'-3" 3�8 G 4� G 32 B �B 11'-7" 26 �7 F 20 A �B F 13'-10" 2a �6 F 21 B 29'-3" 3 G 27 B 4r . 5' 13'-7" 40'-6" 377 G 4�1 G . 33 �E 10'-s" 2/27 F 21 25 B 12'-4" 2�6 F 22 B 26'-2" 3/35 , G 28 B 5' . 6' 11' 4" 37'-0" 3 37 G a�1 (� 34 �E g'_7" 277 F 22 . B 11'-3.. 10'-5" 2�6 24 F F 23 23 B B 23'-11" 22'-1" 35 334 G G 29 30 B C �� 6' 7 7' 9'-8" 34'-3" �5 G 4� GG 35 �E 8'-10" 2�7 F 22 B 8' 8'-6" 32'-0" 374 G 3/38 G 35 B �E 8'-4" 23+F33 7aB 27 B 14'-e" 2 30 9'-9" 2, �2F B �E 24 B 20'-8" 3�3 G 31 �/8r G 9'. 7'-7" 30'-2" 3X4 G X8 G 36 E 7'-10" 23g'-5" B 14'-3" 2% G 21 �zz F 25 B 1 s' -s" 32/aB �3 G 31 % 9' E101', 6'-9" 28'-8.r 33 G 3l8 l3 G 37 E 7'-5.r 23// /24 F 24 B 8'-9" 21 F 25 B 18'-6" 32 32 G 32 � 10' 41 6'-2., 27 �.r 3X2 G 378 G 37 E 7,_1., 23 X4 F 24 B 8,4.r 21 �2 F 25 B 17'-8" 32 2 G 32 B 11' 12' 5'-8" 26'-2"' 31 �z G 36 �8 G 38 E g, g,.. 23 /4 F 24 . B 8. 0., z/2 F 26 B 16'-11" 33 32 73 G 33 Z E B 12 ' 13' 6-2" 25'-1" 31 G 34 G .. 38 6 6 2 21 F 25 B 7 "8 220 F 26 B 16'-3" 2�0 � G 33 � 13' 14' 4'-10" 24'-2" 3X2 �2 G 33//6 /36 G 39 6r'3. 2/21 F 25 B 7' 4" 2�1 F 26 B 15'-8" 2�0 G 34 B Y . 14' 15' 16' 4'-s" 23'_4" 31 /2 3%2 G 34 36 G 39 E / 6.0„ 20 20 F 25 B 7-0" 20 F 27 B 15'-2" 29 70 G 34 B 15' a'-3" 22'a" G %s G 40 . F s' -s z/ F 2s B s' -s° 2% F 27 B 14'-e" 2 30 G 34 B �E 16' 17' 4'-0" 22 -0 r 30 G 34 6 G 4o F 5' 6" 20 /2, F 2s B 6' 20 F 27 B 14'-3" 2% G 35 B �E 17' 18' 3'-9" 21'-4" 30 G 33 . G 41 F 5' 3,, 18 �s F 26 B 6'-0" 1�s F. 28 B 13'-10" 26 G 35 18' 19' 3'-7" 20'-9" 3�0 �o G 3 X4 G 41 F 5'-0.. 1�g F 27 B 5'-8.. 1 19 . F 28 B 13'-5.. 2�7 . G 35 19 20' 3 4 20'-3" 30 70 29 G 33 G 41 F 4 -g 1�9 F 27 B 5.�r, 1�9 F 28 B"'��; z2fi' •.: - a ll E:. E I G 36 g B 20 21' 3'-2" 19'-9" 7o F X 32 73 G 42 F 4�-6„ 1�g F 27 B 5'-0" 1�9 F 28 x 11; 9 =25>. i`` ` 36 B 21' . NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. FOOTNOTE: FIGURE INDICATES MAX.. "'SAMPLE" HT. - 10'-0" �' •' � ) �� oaorfssrom ES s'N, A' FIGURE INDICATES MAX.. HT. = 12-0" j ,:� + SEE ALTERNATE FOOTING TABLES .� NO. 21543 ' SHT. 9 FOR ATTACHED 8EXP. 9-30-2W7 S EXE., # SHT. 29 FOR FREESTANDING C +a yy y[ t s Ctv .��.B 1. U b• T' a'eOFCALIF I.C.C. E.S. EVALUATION+ GATE: 1 /23 KK GINEERING INC. _ REPORT NUMBER DATE: 11238002 07IN O. FOX. CIVIL ENGINEER POST SPACING TABLE LIVE LOAD' � TIOfG©VES,ICSTEM` S MFG. BY: ER -2640P SCALE: NONE LEGRAPH RD., DOVMEY, CA 90240 ' 70/90 FREESTANDING 10. 20 d 30 psl DUAp-t•Jh�2R6D4TC.`T$, INC. SHEET . REVISED BY: N.K. d D.P. ANDATTACHEO HORIL 1MN0 8209 ALPINE AVE`.•, SACRAMENTO, CA95828 15 OF3008.1 ]]7 FAX:827.2509 Pose holmail.com 70, 90 6 110 MPH (918) 452-7021 FAX 803.1519 sales*duralum.wm ,oe "O' u0 L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS 3" SQ. STEEL BEAM r 6.5 ROLLFORM 110 MPH MAX.POST FREESTANO ATTACHED SPACING FfG MIN FTG MIN. POST POST (IN.) TYPE (IN.) TYPE .4 I -BEAM 110 MPH MAx.POST FREESTAND ATTACHED SPACING FTG MIN. FTG MIN. POST POST (IN.) TYPE (IN.) TYPE 4.5 / MAx.POST SPACING MAG GUTTER 110 MPH MAG MAX.POST SPACING BEAM 110 MPH ATTACHED MIN. �G' POST .FTG TYPE MAX.POST SPACING 110 MPH FREESTAND ATTACHED FREESTAND FREESTAND ATTACHED FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE �G' (IN.) MIN. POST, TYPE �G' (IN.) POST TYPE �G'FOSETMIN (IN•) 110 FREESTANDING 4' 5' 6' 17'-0" 13'-7" 11'-4" 11'-7" 10'-4" 7'-6" 3/32 22 22 F F F 23 24 23 A/B A/B XB 18-4l, 16'-5" 15'-0" 376 3�6 3 36 H G G 27 28 29 AX A/B B 12'-9" 11'-5" 10'-5„ 3�3 323 3 33 F F F 24 25 26 A B AX A/ 13'-4" 11'-11" 10'-10" 3�3a 37 3334. F F F . 25 A� 11'-1" 31 F 23 A/B 26 % 9'-11" 3132 F 23 A/B 26 27 28 28 Ax AXB A � A� 9 "0 8'-4" 7'-10" 7,�" 3/32 3�2 28 29 28 /z9 F F F F 25 25 26 26 A�B A/B A/B A/ 7' 9'-8" 8'-9" 22 F 26 A� 13'-10" 3�6 G 30 B 9'-7" 3�3 F 26 AX 10'-0" 334 F 8' 8'-6" 8'_2„ 29 F 26 A/B 13'-0" 323 G 31 B 9'-0:, 29 20 F 27 A XB 9'-5" 30 21 30 21 30 21 F F F 9' 10' 11' 7'-7" 6'-9" 6'-2" 7'-9" 7'-0„ 7'-0" 29 29 29 F F F 27 27 28 XB A�B A /B 12'-3" 11'-7" 11'-1" 323 373 32 23 G G G 31 32 32 B B B g,�" 8'-0" T-8" 29 /3o 29 20 29 20 F F F 28 28 29 A A / A j 8'_1.0„ 8'-8" 8'-5" 29 A X T -o" 28 29 F. 30 2 F 30 A B s' -s" 28 2s F 12' 13' 14' 15' 16' 5'-8" 6-2" 4'-10" 4,_6„ 4'-3" 6'-8" 6'-5" 6'-2" 6'-0" 5'-9" /Z9 26 26 26 26 F F F F F 28 29 29 29 29 A� A A �B A /B A B 10'-7" 10'-2" 9'-10" 9'-6" 9'-2" 323 29 20 29 20 29 20 2/30 G G G G G 33 33 34 34 34 B B B B B 7'4„ 7'-0" 6'-9" 6'-7" 6''4" 2s 20 26 % 26 /l7 26 27 26l /Z7 F F F F F 29 29 30. 30 31 A / A A� A � A B 7'-8" 7'�" 6'-10" 6'-10" 6'-7" 30 2i F 30 A X 6'-4" 28 29 F 28 A� 27 28 228 F 29 A B 6'-1' ' 2/26 F 28 A/B F 30 A� 5'-10". 5� %26 F 28. A�B 27 28 27 28 2 28 24 F . 30 A/ B 5'-7" 2� F 29 A / B F F '31 31 A� 5'4" 5'_1" 2526 26 226 F F 29 29 A� A/B 17' 18' 4'-0" 3'-9" 5'-9" 6-5" 26 24 F F 130 30 B A 8'-11" 8'-8„ 220 26 2i G G 34 35 B B 6'-2"227 6'-0" 23 24 F F 31 31 A� A 6-5 6-3" F 31 X32—; AX 4'-10" 4'-7" 224 23 F F 29 29 A�B A 19' 3'-7" 5'4" 24 F 30 �B 8'-5" 26 35 23 27 G B 5'-10" ,l4 F 31 6'-1" 20' 3,�„ 5'-2" 24 F 31 A 8'-2" 26 G 35 5,�„ 23 31 A 5'-11" B/Li B 24 F 21' 3'-2" 5'-0" 2a F 31 jB 8'_0" 227 G 36 B 5' 6" 2/zl4 F 32 A 5'-9" NOTE:) FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: 'SAMPLE" WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX.. HT. = 12'-0" LLL���11 SHT. 9 FOR ATTACHED d SHT. 29 FOR FREESTANDING %5 F . 24 "�`~' 24� rr �� r/2' ^� ' 32 N 32 ' !7 A"� . 4'-4"241 �4'�1' t ,y 23 2/�a F 29 29 A A/ B ' OFESSION, �' ' , PR iV ��JES C F + -2007 Ali NO. 21543 EXP. 9-70.2007 a ����i s� C NL I.C.C. E.S. EVALUATION DRAWNDATE: FOX ENGINEERING INC. REPORT NUMBER i /23K.K. DATE: 11l2L2002 i JAMES G. FOX. CIVIL ENGINEER POST SPACING TABLE D • PAT101COVER SYSTEM AS MFG. BY: ER -2640P SCALE: NDNE E 6080 TELEGRAPH RD., OONMEY, CA 90240 110 FREESTANDING ., 9 3 i9.2o d ]o psf DURAIUM PRODUCTS, INC. 1(916)452-7021 SHEET REVISED BY: K.K.6D.P. 562 606.1]]7 FAX:927-2509 f0ae nolmail.tOm ANDATTACHED HORI _WIND • 70, 908110 MPH'mw.wmm� 8269 ALPINE AVE., SACRAMENTO, CA 95626 FAX 603-1519 sales(M0unlum.wm 16 OF 30 lug L.L.. 1.10 MPH FREESTANDING & ATTACHED SOLID P > a=� m ! ' 4' oohm'' U O s a i v! O 17'-0" 7" I -BEAM. 710 MPH.. MAX.POST FREESTAND, ATTACHED SPACING FTG MIN. � FTG MM. - POST ' POST (IN.) TYPE (IN.) TYPE 37'-0" �a J 34 g MAX.POST SPACING 52'-2" 10" I -BEAM 110MPH DBL. 2"x6.5"x.024"BM 110 MPH ' MAX.POST FREESTAND ATTACHED SPACING FTG. PAST FTG• p05T - (IN.) TYPE PN.) TYPE 9'-7" 0 F 22 B FREESTAND ATTACHED FTG. (IN.) 553 MIN. POST TYPE K FTC'' (IN.) 38 MIN. POST TYPE E 5' 13'-7" 33'-1" �4. J 36 B 46'-8" 553 K 40 G 8'-7" 30 72 F 3�2 F 23 B 6' 11 -4„ 30'-2" B J 37 B 42'-7" 5'3 K 41 33 7'-10" 72 F F 26 B 7' 9'-8" 27'-10" Xa H 38 � 39'-3" 553 K 42 F 7'-2" 0 F N24 27 B 15'-1' g 8' 8'-6" 26'-1" �2 40 �H 37 27 36'-11 4;9 K 43 F 6'-9" �8AF F 1 28 B 13'-7" 25 g 9' 7'-7" 24'-8" 72 XH 39 F 34'-10" 49 J 44 F 6'-4" 7825 29 g 12'-9" g33333r% /34 B 10' 11' 6'-9" 6'-2_' 23'-4" 22'-3" 72 72 G G 40 .41 � E /E 33'-0" 31'-6" a�9 48 /a9 J J 45 45 F E / 6'-1" 5'-9" 726 27 /8 F 26 B g 12' 5'-8" 21'-4" 40 ;X4 G 41 E 30'-1" 48 /9 J 46 F 5'-7' 27 78 F 26 /31 B 13' 5'-2" 20'-6" 70 G 42 E 28'-11" �5 J 47 F 5'-5" �5 F 10'-5"/31 27 B 14' 4'-10" 19'-9" A G 42 F 27'-11,. 4�5 J 47 F 5'-3... 24 �5 F 27 B 15' 4'-6" 19'-1" 7o G 43 F 26'-11" 44 J 48 F 5'-1" �5 F 28 B 16' 4._3.. 18'-6" 38 7O G . 43 F 26'-1" �Z J 48 F 5'-0" �5 F 28 B 17'4'-0" 17'-11" 7o G 44. F 25'-4" as J 49 F -. - - - - 18'.3'-9" 17.5„ 78 G 44 F 24'-7" 4 43 J 49- - 3'_7„ 16'-11" 78 G 44 � 23'-11" �3 J 50 20' 3,-4„ 16'-6" . 78 G 45 F 23'-4" 4 43 � 50 F - - 21' 3'-2" 16'-1" 36 �8 G 45 E Y 22'-9" 42, /43 H 50 F _ - - - NOTE: FOOTING SHOWN IN CUBIC IN S _.T -.b.-YA.- (3EM0."'"' ' 3"x8" BEAMMINSERT MAX.POST SPACING 110 MPH FREESTAND ATTACHED MAX.POST FTG MIN. FIG MIN. SPACING POST ' POSTPOST (IN.) TYPE (IN.) TYPE 110 MPH FREESTAND ATTACHED FTG (IN.) MIN. TYPE FTG (IN.) MIN. TYPE 3�2 F 23 B 23'-11" 7410G 1R 0000 TELEGRAPH RD., DONMEY, CA 902!0. 30 `B 32 F24 (502) 005.1337 FAX:927.2509 fosenq Aotma9.tom B 21'-4" Xp G 31 B 9'-2" 3�2 F 25 B 19'-6" /40 G 32 B 8'-6' 331 F 26 B 18'-0" � G 33 g 8'-0" 279 F 26 B 16'-11" /37 G 33 B 7'-6"729 F 27 B 15'-11" 361 /37 G 34 B 7'-1., 279 F 27 B 15'-1' /37 G 35 B . 6'-9" 2�9 F 27 B 14'-5" 37 G 35 B 6'-6" 279 F 1 28 B 13'-7" /37 G 35 B 6'-3" 26 F 28 B 13'-3" G 36 B 6'-0.. 226 F 29 g 12'-9" g33333r% /34 G 37 B 5'-10" 225 F 29 B 12'-4" 33 �3 G 37 E 5'-7" 2%6 F 29 B 11'-11" /3a G 37 F 5'-4" 226 F 29.1 B 11'-7" /34 G 38 F 23 4 F 29 B 11'-3" /31 G 38 5'-0" 23 �4r R�� :<.B 10'-11" �1 G 38 XE 10'-5"/31 G 39 39 B E B/ �.nco WITHOUT SLAB. rvv i IVII I C: 0ANIt Lt" FIGURE INDICATES MAX.. HT. = 10'-0' SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX.. HT. = SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING C.C. E.S. EVALUATION EPORT NUMBER [ER-2640P DRAWN BY: DATE: 11/!]/2002 SCALE: FOX ENGINEERING INC. JAMES 0. FOX, CML ENGINEER POST SPACING TABLE NONE REVISED BY: K.K. B D.P. 1R 0000 TELEGRAPH RD., DONMEY, CA 902!0. 710 FREESTANDING T ANDATTACM:0 (502) 005.1337 FAX:927.2509 fosenq Aotma9.tom �J CNO. fit•'. i 4l i i-fvm "OF cwlf;op; LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: SHEET' 10, 20 6 30 P1 DURALUM PRODUCTS, INC. NORIZ WIND 02011'ALPINE AVE., SACRAMENTO, CA 1; 17 OF 30 70, 90 8 110 MPH (910) X52.7021 a.roM. vmo1. Q t 5 O m � ¢ J (7 9'5' Q rn a z rn O 0.0 KURU-UKM 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ STEEL BEAM MAX.POST SPACING 110 MPH MAX.POST SPACING 110 MPH MAX.POST SPACING 110 MPH FREESTAND ATTACHED FREESTAND ATTACHED MAX.POST SPACING 110 MPH MAX.POST SPACING - 110 MPH FREESTAND ATTACHED FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN. MIN. POST TYPE FTG (IN.) MIN. POST TYPE FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN_ POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. PN.) MIN. POST TYPE 4' 8'-11" 10'-3" 3D 3, F 23 g 15'-11. 333 34 G B 11'-3" 31 / G 23 B 11'-s" '% G 24 B s'-9" . % G 22 B S T -r' s'-2° / F 23 B 14'-3" "/ G 27 6 1 o' -r' '% GF24 B 1 o' -s° '% G 24 B 8' s„ % G �, B s 5'-11" 8'-5" 30 31 F 24 B 13'-0" � G 28 B 9'-2" 3i 31 G 25 B 9'-7" 3i Y G 25 B 8'-0" 2 G 24 B T-9" 27 za F 25 B 12'-0" 33� G z9 B 8'-6" ' 2 G 26 B 8'-11" 3X32 G 26 B T-5" % G 24 B a 4'-5" T-3" F 25 B 11'-3" 3D/ G 29 B 8'_0" 28 29 G 2s B 8� 2% G 26 B 6'-11" z% F 25 g 9 3'-11" 6'-10" 2� 2B F ;: 26 B 10,_7„ 300 3, G B �,_6„ 28 F 27 g %'-10" % F 27 B 6-6" 27 2s F"21B ,a 3'-6" 6'-T 2% F 26 B 10'-1.. 30 31 G 3o B 7'-1" F 27 B T-5" % F - 27 B s'-2" 2% F 26 B . 1 P 3 -2" 6'-2" 27 2/ F z7 B 9'-7' 30 / G 31 B 6'-s" 28 / F 27 B 7'-1" % F 28 g 5'-11., 27 F B / F 27 B 9''2.. 30 2B G 31 B s'-6" F 28 B 6'_9" 2% F 29 j 5'-8" 226 F 27 B +3' - 5,��� 27 z8 F 27 g 8'-10" 300 G B zs 3, 6'-3" Im 2szfi FNB 6' s" / F 7n% 5,"5 2% F B 14' - 5'-2" 2� F 27 B 8���� 2/28 /� 32 B 6'-0" 25 25 25 27 15' V / F. B s'-2° / F j 5'-?" 2% F B 25 27 8'-2" 2/ G BI 5'-10" 2% F 29 B 29 B 27 7'-11" G 33 B 5' 8" ?� F 29 B 5'-10" 25 F 29 26 � G 33 25 _ �,_8„ 2/2.B 5,�, F B 5'-8" z' 24 F B 30 - NOTE: FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE"y WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10-0" —[]--FIGURE INDICATES MAX...HT. - '-0" SEE ALTERNATE FOOTING TABLES . SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING k\ Lj f '� /y ' ?y ��• �`��", j. 1d•_.._1 •�'" y °'r� ppOFESSIO, ..\�./`_ � • IP cl i�'b�'i 1t•MES C F 4 NO. 21543 R1 r EXP. 6302007' . x . �)F CKF6Pa I.C.C. E.S. EVALUATION - DRAWN BY: K.K. FOX ENGINEERING INC. CF REPORT NUMBER DATE: I1=002 LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: SHEET >k JAMES G. FO%, CIVIL ENGINEER POST SPACING TABLE 10, 20 630 plf DURALUM PRODUCT$, INC. R -2640P SCALE: NONE 6060 TELEGRAPH RD., DOVVNEY, CA 902{0 110 FREESTANDING 18 OF 30 REVISED BY: K.K. d O.P. 10 FRETACHEDESTANDING HORIZ KIND • 6269 ALPINE AVE., SACRAMENTO. CA 05625 (562) 606.1337 FAX:927.2509 bxe ftOlmefl.com 70, 90 l 110 MPH (0161132.7021 FAX 103.1319 sebS@Oun026 "O' www � Lu# L.L. 110 MPH FREESTANDING & ATTACHED SOLID P 9F D o m U v g . a a w O 7" i -BEAM 110 MPH MAx.POST FREESTAND• ATTACHED SPACINGMIN. �C'' POST FTC'' POST (IN.) TYPE (IN.) TYPE MAX.POST SPACING 10" I -BEAM 110 MPH DBL. 2"x6.5"x.024"BM . 110 MPH MAx.POST FREESTAND ATTACHED SPACING -WIN— FTG. POST �C'' POST (IN.) TYPE (IN.) TYPE FREESTAND ATTACHED FTG' (IN.) POST TYPE FTG (IN.) M11 R.POST TYPE FTG. (IN.) MIN. POST TYPE 32'-9" °� G m F as' -2" °� 51 K 3T F s' -s" % � G 29 G 21 B 18'-11" 29'-4" % G 34 F 41'-5" 49 E K � F --F7'a" Y % G E 7-7" 22 B s 5'-1 r' zs'-sll %49 G 35 F 37'-9" % K 3e F 6-11" % -G 23 E B 7' 5'-1" 24'-s" °% G 38 F 35'-0" °� K 4D F 6'-5" F F B 13'-5" 23 g a' 4'-5" 23-2 " 40 42 G 37 F 32'-8" m / . K 41 F 6'-0" E F 24 B B s 3'-11" 21'-10" % G 3B F 30'-10:1 4� J 42 F 5'-8" 6 X F 24 T' 24 g 1a 31 11 20'-8" % G 3a F 29'-3":J 7 F 43 F 5'-4" 26 F 25 B 11' 3'-2' 19'-911, 4047 / G 39 F 27'-11" / J 44 F G 5'-1" 26 F zs B ,z - 18'-11" Y G ao F 26'-a" 47 49 J 44 F / 4' 1111 2B 7 F 25 g 13' _ 18'-2"G 4D 40 F 25'-9" 45 47 J G - - - - - 14• - 17'-6" �. G 61 F 24'-9" E J 45' FX - - - - - 15• .- 16-11" G' 41 F 23'-10" % 47 J '4s —FX 16' - 164" % G 41. F 23'-1" 47 % J 46 j IT - 15'-10" 3B /• G 42 F 22'-5" % J 47_ G - - - - - NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 6 SHT. 29 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAM BY:,K.K. REPORT NUMBER DATE: 11123=02 ER -2640P SCALE:NONE REVISED BY: K.K. 8 D.P. ---'aff) 8-tt Mt—' 3"x8" BEAMw/INSERT MAX.POST, SPACING 110 MPH MAX.POST SPACING 110 MPH FREESTAND ATTACHEO FREES AND ATTACHED FTG- (IN.) MIN. POST TYPE FTG (IN.) MIN. ST— 0POST TYPE FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. TYPE 10'-0"G 30 22 g 21'-2" % G E 8'-11" 29 G z, B 18'-11" G 3o C /. E 8'-2" z9 E G 24 B 17'-3" Y G 31 E 7-7" 29 G 25 B 16-0"31 37 G E 7'-1" 2s G 25 B 15'-0" Y G 32 E 6-8" E G B 14'-1" G 33 E 64" /2, F 2B B 13'-5" Y I G F 6'-0" % F g 12'-9" % G 34 j 5'-9" 7 F 27 B 12'-3"G Y3n 34 5'-6" 24 . F g 11'-9" 30 3, G F 64" T' 24 F B "11'4" Y G F 5'-2" 7 F 26 B 10'-11" G F - - - - - 10'-7" Y G 3s F G E/ G. co FOOTNOTE: "SAMPLE" LLI c. NO. 21543, 00 i FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE IN MAX.. HT. = 12'-0" , ExpA-3p-2007r `. .. 7 OFESS1oN civit- ..... F. a., -1 NO. 21543 �O EXP.&3( m7 0� CIVIL FOX ENGINEERING INC.- JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: . EET >< $080 TELEGRAPH RD., DOWNEY, CA 90240 110 FREESTANDING 10, 20 8 30 pff - DURALUM PRODUCTS, INC: ANDATTACHED (582) 808.1]]7 FAX:927.2509 tOXenO IlotmSB,mm HORIZ. WINO • 70, 90 8 110 MPH FOF. 5289 ALPINEAVE., SACRAMENTO, CA 95928 30 "o ��� (918) 452-7021 FAX 403-IS19 uteS®dumium.mm 30# L.L. 110 MPH FREESTANDING & ATTACHED.SOLID PATIOS 12' OR LESS . 6.5" ROLLFORM 4" I-BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 110 MPH 110 MPH <� Jim 110 MPH 110 MPH 110 MPH 5 Z 5 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING ST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED to SPACING a Z SPACING FTG MIN. FTG MIN. MIN. MIN. SPACING FTG MIN. FTG MIN. SPACING MIN. MIN. SPACING O POST POST FTG' POST FTG' POST POST POST FTG' POST FTG' POST FTG. POST FTG. POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE ON.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 6'-0" 8'-5" Y G 2, E 13'-2.. 3Y G 24 B 9'-3" y G zz 9'-8" G 22 E 8'-1" G 2) B s 4'-10" 7'-7" G 22 11'-9" Y. G 25 � 8'-3" G B29 C 3o z3 8'-8" . G 23 E 7'-2" % G 22 B a'-o" s'-11" % F 23 10'-9" 3% G B B zs 2s / T-7" 3o F 24 � T-11" / G z4 � ' 6'-7" % 22 r 3'-5" 6'-5" F 23 B 9'-11.. 31 29 F B G 27 E 7'-10" / F 25 % 7'4" % F 2s E 6'-1" % F 23 B e 3'-0" 6'-0" � F z4 B 9'-3,. ze 27 B zs B 2s G / 6'-7" 27 F 25 / s'-1o" / F z5 _ 5'-8" % F 23 B 9 2'-8" 5'-7"24 B 2e / F X 8'-9" G � 6'-2" Y F 25 B� 6'-5' . � F 25 . � 5.-4.. C 24 10' 2'-5" 5-4" /7 F 25 B 8.4.. /9 G 28 E 5'-10" F 2s 6'-1" F 25 B E 5'-1' zs f B 11• _ 5'-1" % F . 25 B 7'-11" G 2s B 5'-7" 2s 2s B C 26 zs B E .. F 24 B. E / / F / 5'-1o' / F X 4'-10" % F ` 25 B 17 - a'-1o" / F 25 E Ta° % G 29 / 5.-4.. %27 F zs E 5._7.. 2/7 F 28 % 4'-7.. %2,, F' 25 G E B ,3' - - - - - T-3" 3o E 5'-1 zT F 2s X 5.4.. .. F 27 B C 21 - 14' - - - . - - - 7'-0... 2� G 4'-10" % . F 27 X 5'-2" F • r� r i NOTE: tit FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" SEE ALTERNATE FOOTING TABLES —]�FIGURE INDICATES MAX.. FIT. = 12'-0" SHT. 9 FOR ATTACHED & � OF SHT. 29 FOR FREESTANDING PROFESSION ES C.e t � NO. 21517 m .. EXP. 430.2007 a sr CIV ,rFOFCAL I.C.C. E.S. EVALUATION ORA NN BY: K.K. FOX ENGINEERING INC. 1 LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1183/2002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE SHEET ER-2640P SCALE: NONE i' 8000 TELEGRAPH RD., DONMEY, CA 90210 110 FREESTANDING 10, 20 6 30 psl DURALUM PRODUCTS, INC. REVISED BY: K.K. B D.P. ANDATTTANDACHED HORIZ. WND! 0289 ALPINE AVE., SACRAMENTO, CA 9S828 20 OF 30 (502) 808.1337 FAX:927.2509, loxenp hotmeil.tom 70, 00 d 110 MPH l(i?IG)4S2-702I FAX 405.1519 ssles®Oumium.wm ADO W. c 4974 TACHE 1 OR rg' 7" I-BEAM 10" I-BEAM DBL. 2"x6.5"x.024"BM �B� " 6 5"x. 32" BEAM 3"X8"�EAM 110MPH110 MPH64 WX8'' BEAMMINSERT PACIN ST FREESTAND ATTACHED MIN MAX.POST SPACING FREESTAND ATTACHED - MAX.POST 110MPH110MPH110 FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MPH FTG �G POST (IN.) (IN.) MIN. POST FTG. MIN. FTG POST MIN. POST SPACING FTG. MIN. FTG MIN. ' SPACING MAX.POST SPACING FTG. MIN. MIN. FREESTAND ATTACHEDSPACING TYPE TYPE - (IN.) TYPE (IN.) TYPE (IN.) POST POST TYPE (IN.) TYPE FTG POST ' POST (IN.) TYPE (IN.) FTG. MIN. FTG POST MIN. POST 6'-0" 27'-0" / J 3, E/ 38'-1" 14/ H 35 F 7'-0". % F 20 B 8'_3" TYPE �/ (IN.) IN. TYPE ( ) TYPE 40 J0 G 21 g 17'-5" 37 X G z7 g s 4'-10" 24'-1" j E 34'-l" 4+ 4 H F s'-3" 2B F2B/3, 21 B T-4" G B 37 6 4'-0" 22'-0" / H 33 F 3r-r '/ H 3, F 2� . zz 15'-7" G 2B B 40 5'-8" F 21 B 6, $„ zs / G 2z B 1 a'-3° 37 / G 29 E T 3'-5" 20'-4" 41 G 34 F 28'-9" 44 H �G-3- ze45 , F z2 B 6'-2" �/ G B 37 a 37 30 23: 13'-2,. G 3'-0" 19'-1„ G 35 F 26'-11" 41 X H 39 �G - 5'-10" zs G B E/ 9 2'-8" 18'-0" 3� (� 35 F 25'_4-1 41 F - z7 z, . 12' 4" % G 30 XH 4o /G _ ._ _ _ F-6" 266 G 24 g 11'-7" 4 G 31 E� 10• 2'-5" 17'-0„ 37 G F 24'-1„ 41 H ao. F/G - _ 28 u 3� _ - 5, 2„ 27 G 24 B 11'-0" / G 3, E 16'-3" G 37 F 22'-11„ 41 4, H G - 2B 35 3� - _ - _ 4'-11„ 25 G B 10'-6" 34 G 3z E/ L12'_ 15'-7" G 37 22'-0" 47 /H 42 G - - F - 14'-11" 344 IF _ - _a'-s" G 2527 g 1o'-r' 34 X G E XF14• G 3B 21'-1" H 42 G _ _ - 14'-5" 4 F • -X39 - _ 9'-8" 3X G 31 E/ G 3e 20,x„ 43 _ 38 3s G G/G 19'-8" H 4; G _ - - - - 31 Yu G 33 F . '� _ _ - - - - - 9'. 31 32 G F NOTE: FOOTING SHOWN IN CUBIC INCHES' WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR.FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. _ G. 0 co ' h, p,\OFESSIPLu . r1: 1 �L7 1. _� C..:; •.:',; —2007 ,. ti� )••MES 4F+ G' No. 21513 ERP. 0.3M12002 a LC.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: K.K. DATE: 1183/5002 FOX ENGINEERING INC. CIVY .. T'' s4rF # cwa OFGL\P ER-2640p SCALE: NONE REVISED BY: K.K. 8 D.P.' JAMES G. FOX, CIVIL ENGINEER EOEO TELEGRAPH RD., DOWNEV, CA 00240 C POST SPACING TABLE 110 FREESTANDING L LOAD PATJO_¢6YWVSTEM AS MFG. BY: 10, 20 & 30;1 DURALUM PRODUCTS, INC.- SHEET ' 502 00&13]7 FAX:927.2509 1. Aolmail.e0m ANOATTACHED 70, R 6 110 MPH $280 ALPINE AVE.. SACRAMENTO, CA 0582E (918) 452.7021 FAX 40}1510 ssles®durilum.eom 21 OF 30 Joe NO wwlwA No. 21513 Fn COL. TYPES 1 = .024" SIDEPLATES, USE ON C Ex°' ONC. SLAB O 4YS�A F50-2007 a COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTI GS. R - + " s C1Vf � �,�0 I.C.C. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. UMBER DATE: 11212002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY:SHEET SCALE:NONE 10(562) 70!90 FREESTANDING 10. 20 d 30 psf DURALUM PRODUCTS, INC. 22 OF 30 6060 TELEGRAPH RD., DOWNEY, CA D02�0 NORIZ. VIAND • 6269 ALPINE AVE., SACRAMENTO. CA 95626 REVISED BY: K.K.6 D.P. 6061337 FAX:927-2509 foxenq hafmail.Com ANDATTACHED 70. 906110 MPH+o�w.araTa/� (91e) 152.7021 FAX 403•1519 sales(M0unlum.cOm L.L. 70 & 90 MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS FON10# 3" STEEL BEAM DBL.2"x6.5"x.024"BM OBLOR 3'x8"BEAM M DBL.3 x 8" BEAM 3" x 8" BM WANSERT MINIMUM NO. OF POST SPACING SSE POST SPACING �� POST SPACING SIZE POST �� POST SIZEcr F HT.=g MAX. HT.=1a MAX. ¢ f— FOOT- NOTE' ON FTG. 70690 MPH ON FTG. 70890 MPH ON 70390 MPH SPACING ON 70 3 90 SPACING ON 70 3 90 o m 9 POST TYPE POST TYPE FTG. FTG., MPH MPH La —7—T-2 25 1 2 6 11 4" 13'-7" 19 11'-7" 18 13'-3" 19 15'-7' 19 28'-9" 2 26 e2 2' 2 2 3 2 2 r 9'-8" 13'-1.. 19 10'-11„ 19 12'-3" 20 14'-7" 20 28'-1" 2 2 e 8'-6" 12'-7" 20 10'-6" 19 11'-5" 20 13'-9,. 20 27 r 3 2 2 3 2 2 27'-5" 9 2 2 9 7'-7" 12'-0" 21 10'-0 " 20 10'-10" 21 13'-2" 21 26'-10" 27 3 2 2 28 g 3 2 2 2 4 2 3 1a 6'-9" 11'-6" 22 9'-7" 20 10'-4" 21 12'-8" 21 26'-3" 10 2 2 3 2 11• 6'-2" "11'-2" '22 9'-2" 21 9'-10' ' 22 12'-4" 22 25'-9" 29 4 2 4 3 29 1r 2 4 2 3 3 5 2 3 17 5'-8" 10'-3" 22 8'-10" 21 9'-5" 22 22 11'-9" 25'-3" 12' 2 2 3 2 13' 5'�2" 9'-11" 22 8'_7" 21 9'-0" 23 23 24'-9" 30 4 3 5 3 11,x„ 13 3 2 3 2 14 4'-10" 9'-7" 23 8'-4„ 22 8'-8" 23 11'-0" 23 30 4 3 5 4 - 24'-4" 23 8'-0" 22 8'-5" 24 24 31 ju�354'-6n9_3 5 4 1p'-9,. 23'-11" 3 2 3 3 19 4'-3" 9'-0" 23 7'-10" 22 8'-2" 2424 32 5 3 6 4 10 6 23'-6.. 76' 3 2 4 1r 4'-0" 8'-8" 23 7.7 22 7'-11" 24 10'-3" 24 23'-1" 32 5 3 6 4 17 3 . 33 5 2 4 4 6 4 1e - 3'_g" 8'_7" 24 7' 5" 23 7'-8-. 25 25 10'-0" 22'-9" 18' 3 2 4 1 9' 3'-7" 8,�,� 24 7�_3„ 23 7.-5„ 25 g�-9" 25 22'-5" 33 5 4" 3 2 4 19. 6 4 7 3 5 2a 3'-4" 8'-2" 24 7'-1" 23 7'-2" 25 9 �, 25 33 22'-1" 2a 4 6 3 4 4 21' 3'-2" g, 0,. 24 6'-11.. 23 6'-11" 26 9'-3" 2B 21'-5" 34 21• 4 3 FOOTNOTE:' HEADER AND OR NOTE: MIN. NO. OF POST REQUIRED SPACING MUST EXCEED FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE FOOTNOTE: "SAMPLE" FIGURE INDICATES 70 MPH —a � ALLOWABLE SLAB ALTERNATE FOOTING TABLES 0FE SS1 FR otic FIGURE INDICA S 90 SPACING OR LESSER MUST BE USED 'SHT. 9 FOR ATTACHED 3 SHT. 29 FOR FREESTANDING �P DOES G., + FOOTNOTE: • 122�s V * 1 )07 , No. 21513 Fn COL. TYPES 1 = .024" SIDEPLATES, USE ON C Ex°' ONC. SLAB O 4YS�A F50-2007 a COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTI GS. R - + " s C1Vf � �,�0 I.C.C. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. UMBER DATE: 11212002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY:SHEET SCALE:NONE 10(562) 70!90 FREESTANDING 10. 20 d 30 psf DURALUM PRODUCTS, INC. 22 OF 30 6060 TELEGRAPH RD., DOWNEY, CA D02�0 NORIZ. VIAND • 6269 ALPINE AVE., SACRAMENTO. CA 95626 REVISED BY: K.K.6 D.P. 6061337 FAX:927-2509 foxenq hafmail.Com ANDATTACHED 70. 906110 MPH+o�w.araTa/� (91e) 152.7021 FAX 403•1519 sales(M0unlum.cOm 10#. L. L. .110 MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS. .. Mnx.coL. 3' STEEL BEAM DBL.2"x6.5"x.024"BM DBLOR 3'x8 BEAM M DBL. 3" x 8" BEAM 3" x 8" BM W/INSERT MINIMUM NO. OF' POST SPACING ¢ = ON SLAB POST CUBE FTG > S o SPAGNG SIZE POST CUBE FTG. POST CUBE FTG. POST HT.=10 MAX, m SEE SPAGNG SIZE SPACING CUBE FTG. POST ¢ HT=B• MAX. ON SIZE SPACING SIZE SPACING CUBEFTG. Sa FOOT- FTG. ON TG ON ON SIZE m POST TYPE POST TYPE NOTE' FTG. FTG. FTG FTG. 1 2 1 2 s 11'-4" 11'-11 20 9'-7" 19 10'-4" 19 12'-8" 25 19'-8" 33 s 5 3 6 3 21 9'-0" 19 10'-0" 20 12'-4" 26 19'-4" 34 r 5 3 t 7 4. IT 8'-6" 9'-11'i . 21 8'-7" 20 9'-8" 2127 18'-10" 12 -0" . 36 B 6 3 7 4 s 7'-7" 9' 6" 228'-3" 20 9' 4" 21 11'-8" 28 18'-5" 37 9 6 4 8 4' 1a 6-9" 9'-0" 22 T-10" 21 9'-1" 22 11'-5" 29 18'-1" 38 1a 7 4 9 S it 6'-2" 8'-8" 22' T-6" 21 8'-10" 22 11'-3" 29 1T-8" 39 +1 8 4 g 5 ,z 5,4n 8,-4'23 T-2" 21 8'-7" 23 11'-0" 30 17'-4" .40 +r 8 5 10 6 +a 5'_2` 8'-1" 23 T-0" 22 8'4" 23 31 17'-0" 40 10'-9" 13' 9 5 14• 4'-10" T-10" 23 6'-9" 11 6. H22 g'_1" 23 10'-6" 31 16'-9" 41 14• 9 's' 4'-6" 5' 11 6. 7,-7„ 23 6'-6"T-11" 24 10'-3" 32 16'-5" 42 /s 10 5 12. 7 16 4'-3" 7r4„ 24 6'-4" 23 7'-8" 24 10'-0" 32 16'-2" 43 16• 10 6 13 7 1r 4'-0" T-2" 24 6'-2" 23 T-5" 24 9'-9" 33 15'-11" 43 1r 11 6 14 8 1B T-9" T-0" 24 6'.-1" 23 7'-2" 24 9'-6" 3344 44 's 2 2 2 2 19 3'_7" 6'-10" 25 5-11" 23 6'-11'` 25 9,_3„ 34 15'-5" 44 +s 2 2 2 2 za T-4" 6'-8" 25 5'-9" 23 6_8„ 25 9'-0" 34 15'-3" 45 2a 2 2 2 2 z1 3'-2" 6'-6" 25 5'-7" 23 6'-5" 25dd:-= "15:-0" 8'-9��5`fr. 45 21- 2 2 2. 2 FOOTNOTE:' HEADER AND OR NOTE: ,� �• ppoF E6SreN MIN. NO. OF POST FOOTING SHOWN IN CUBIC INCHES q-. REQUIRED SPACING WITHOUT SLAB. � + MUSTEXCEED -� SEE ALTERNATE FOOTING TABLES LI + 21S43 g ALLOWABLE SLAB SPACING Fx OR LESSER MUST BE USED SHT. 9 FOR ATTACHED 8 �. No. 21 �3 P. D -30-2m SHT. 29 FOR FREESTANDING Exp. 9-3O-kja%OOT b ' a,, cimt J..N ;, E: •,rEeF uL11°aa`� CO�. TY�;ES 1 = .024" SIDEPLATES. USE ON CONC. SLAB ONLY, �.� CIVIL GIES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. [ER .C. E.S. EVALUATION DRAWN BY:K,K. FOX ENGINEERING.INC. PORT NUMBER DATE:�11f2312o02 - - LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: •r JAMES C. FOX, CIVIL ENGINEER POST SPACING TABLE ]SHEET •2640P SCALE:NONE 6060 TELEGRAPH RD., OOWNEY, CA 90250 110 FREESTANDING 10, 20 6 30 paf DURALUM PRODUCTS, INC. REVISED BY: K.K. B D.P. ANDATTACHED IORIZ.WIND• 6269 ALPINE AVE., SACRAMENTO, CA 95626 230E 30 (562) 6061337 FAX:927.2509 foxenq holmeil.com _ 70, 90 & 110 MPH 1(916) 452.7021 FAX 503.1519galea JO° no' Gnn.g7 ®eurabm.um DRAWN 8v: N.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11lt]2002 P .JAMES G.FOX, CIVIL ENGINEERPOST SPACING TABLE ER -2640P SCALE: NONE E 6060 TELEGRAPH RD., DOWNEY. CA 90240 ++0 FREESTANDING REVISED BY: K.K.6 D.P. (5621806-1337 'FAX:927.2509 loMen halmall.wm ANOATTACHED 10' HT. OR LESS 20# L. L. 110 MPH ATTACHED OPEN LATTICE PATIOS > MAX.COL. SPACING 3" STEEL BEAM DBL.2" z6.5"x.024"BM NOTE: 0BL.2"x6.5"x.032" OR 3"x8"BEAM BM DBL..3" x 8" BEAM 6. 3" x 8" BM WANSERT � "J7 MIN. NO. OF POST REQUIRED SPACING SEE ALTERNATE FOOTING TABLES 4 MUSTEXCEED SHT. 9 FOR ATTACHED 3 of ALLOWABLE SLAB SPACING SHT. 29 FOR FREESTANDING CAL1� OR LESSER MUST BE USED 4 x 5 o m ON SLAB SEE POST SPAGNG CUBE FTG. SIZE POST SPAGNG CUBE FTG. SIZE 5 POST SPACING CUBE FTG. SIZE POST CUBE FTG. POJNCUBE ,r Ix FOOT. ON FTG. 6 ON 9 5 ON 6 . SPAGNG ON SIZE SPAOC� G. . 6- NOTE • 10 5 FTG. 7 FTG. 6 . FTG. 7 FT 11 s 8'-11" 8 19 8'-6" 18 10'-0" 19 13'-10" 21' 4 r 7'-1" 9'-3" 20 8'-0" 19 9'-81, 20 1.2'-1" 21 25 ;2 20 7'-7" 19 9'-4" 20 11'-9" 22 RO'- 26 9 5'-1". 8'-4" 20 7'-3" 20 9'-0"21 11'-5" 23 27 to 4'-5" 8'-0" 21 6-11" 20 8'-9" 22 11'-2" 23 19'-0" 28 11 3'-11" T-8" 21 6'-8" . 20 8'-6" 22 24 10'-11" 18'-7" 29 17 3'-6" 7'-5" 22 6'-5" 21 8'-3" 23 10'-8" 24 18'-3" 29 " 3'-2" 7'-2" 22 6'-2" 21 8'-0" 23 10'-5" 25 17'-11" 30 14' - 6-11" 22 6'-0" 21 7'-9" 23 10'-2" 25 17'-7" 30 15• - 6'-8" 23 5'-10" 22 7'-6" 23 9-11 .17'-3 31 16 _ 6'-6" 23 S'-8" 22 7'-5" 24 9'=8" 26 17'-0" 31 1r' _ 6'-4" 18. 5'-6"6�� 22 T-0" 24 g'-5" 26 7 32 16' -8" DRAWN 8v: N.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11lt]2002 P .JAMES G.FOX, CIVIL ENGINEERPOST SPACING TABLE ER -2640P SCALE: NONE E 6060 TELEGRAPH RD., DOWNEY. CA 90240 ++0 FREESTANDING REVISED BY: K.K.6 D.P. (5621806-1337 'FAX:927.2509 loMen halmall.wm ANOATTACHED 10' HT. OR LESS > F X: Lo ~ MINIMUM NO., OF POST FOOTNOTE:' HT. -6• MAX. HT.=1a MAX. d POST TYPE 1. LLl 1 NOTE: 3' FOOTNOTE: FOOTING SHOWN IN CUBIC INCHES 6. HEADER AND OR WITHOUT SLAB. "J7 MIN. NO. OF POST REQUIRED SPACING SEE ALTERNATE FOOTING TABLES 4 MUSTEXCEED SHT. 9 FOR ATTACHED 3 of ALLOWABLE SLAB SPACING SHT. 29 FOR FREESTANDING CAL1� OR LESSER MUST BE USED 4 8 DRAWN 8v: N.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11lt]2002 P .JAMES G.FOX, CIVIL ENGINEERPOST SPACING TABLE ER -2640P SCALE: NONE E 6060 TELEGRAPH RD., DOWNEY. CA 90240 ++0 FREESTANDING REVISED BY: K.K.6 D.P. (5621806-1337 'FAX:927.2509 loMen halmall.wm ANOATTACHED 10' HT. OR LESS > F X: Lo ~ MINIMUM NO., OF POST FOOTNOTE:' HT. -6• MAX. HT.=1a MAX. POST TYPE POST TYPE 1. 2 1 2 . s 5 3 . 6. 3 r 5 .3 7 4 a 6 3 7 4 s 6 4 8 4 1a` 7 '4 9 5 17. 8 4 9 . 5 . . ,r 8 5 10. 6 13' 9 5 11 6 . 14' 9 5 11 . 6- 15' 15' 10 5 12 7 10.. 6 . 13 7 1r 11 6 14 8 NOTE: FOR 70 / 90 MPH MIN: POST, SEE 10# TABLE CFOOTNOTE:* COL. TYPES 1 =.024* SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS VgOFESSI04, ES.G. R Z 2 �+ NO.. 21543 rt' EXP. O.W2007 s s cIVIL �rFOF U Vf O� VE LOAD PATIO COVER SYSTEM AS MFG. BY: 20 6 30 Pl N DURALUM PRODUCTS, INC. 1(916)452-7021 SHEET RIZ.+MND6269 ALPINE AVE., SACRAMENTO. CA 95626 24 OF 30 0 6 110 MPH FAX 403.1519 aaleu6fe"rah'm r.".. J0° w.�!• 30# L.L. 110 .MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS MAX COL.FSTEEL BEAM DBL.2"X6.5"x.024"BM DBLOR 'x8"BEAM M DBL. 3" x 8" BEAM . 3" x 8" BM W/INSERT MINIMUM NO. OF POST SPACING ON SLABCUBE FTG. SIZE POST ' CUBE FTG. POSTCUBE FTG. POSTCUBE FTG.' POST _ �•`g Mme• .HT.=1a MAX. SEE SPACING SIZEFOOT- ' ONSPACING SIZE SPACING SIZESPACING CUBE FTG. 5 0ON SIZE m POST TYPE POST TYPE ON NOTE' . FTG.. ' FTG: FTG. ON a ? FTG. F s 6, O,I. 18 7'_0" 17 1 2 1 2 8.�,. 18 10'-4" 19. 17'-1" 23 s 5 3 6 3. r 4'-10" T-7" 18 6'-7" 178-0 19 24 10'-0" 20 16141 r 5 3 7 4 s 4'-0" 7'-2" 19 6'-3" 18 T-9" 19 21 15'-8" 24 9'-9" s 6 3 7 4 9 .. 3'-5" - 7'-0" 19 6-0" . 18_ 7,-6„ 20 21 9'-6" 15'4" 25. 9 6 4 8 4 10• T-0" 6'-7" 20 5'-8" 19 7'4" 20 . 9'-3" 22. 14'-6" 26 11 2'-8" 6,�.I 1a 7 4 9 5 20 6-T 19 7 -0 21 9'-0" 23 14'-0" 26 11 8 4 9 5 12'. 2'-5" 6'-111 20 5'4" 19 6'4" 21 8'-9" 13• 23 13'-7" 26 12• .8 5 10 6 .. 5'-10" 21 5'-1" 20. 6-T 21 8 6 23 13-4 27 13 9 5 11 6 14•. - 5'-7" '21 4'-11" 20 6'-3" 2.2 8'-3" 24 t13" =27 14'9' 5 NOTE: . FOR 70 / 90 MPH MIN. POST, SEE 1011 TABLE FOOTNOTE:' COL. TYPES 1 =-024- SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYP -sp Z TDEPg.L�AyTES, ON CONC. SLAB OR FOOTINGS. FOOTNOTE: ' NOTE: �9 ' HEADER AND OR MIN. NO. OF POST FOOTING SHOWN IN CUBIC INCHES REQUIRED SPACING WITHOUT SLAB. /L MUST EXCEED SEE ALTERNATE, FOOTING TABLES SO ,� ALLOWABLE SLAB SPACING SHT. 9 FOR -ATTACHED & ' _s "OFESslo ' OR LESSER MUST BE USED SHT. 29 FOR FREESTANDING {f�I -yp-. NO. 211543 CIVIL p. I.C.C. E.S. EVALUATION DRawNer:K.K. 'FOX ENGINEERING INC. �PC_a��,� REPORT NUMBER DATE: 11/2]2002..' JAMES G. FOX. CIVIL ENGINEER POStSPACING TABLE LIVE LOAO "y PATIO COVER SYSTEM AS MFG..BY: ER -2840P SCALE: NONE 8000 TELEGRAPH R0.• DOWNEY, CA 90240 110 FREESTANDING W. 20 8 ]0 P" DURALUM PRODUCTS, INC. SHEET ' REVISED BY: K.K. 8 D.P. IA HORIL WINO a 8289 ALPINE AVE.. SACRAMENTO, CA 95828 25 OF 30 '(582) 808-1]]7 FAX:977.2509 fot,enp nalmail.cam ' 70. 90 & 110 MPH ps armari 010452-7021 FAX 4034519 seles®Buroplm.cem DB10x6.5 x.032" BM 0 3".8x890 MPH FREESTANDING OPEN LATTICE PATIO COVERS 12' HT. OR LESS TEAM DBL. 2 x 6.5 x.024" BEAM DBL. 3" x 8".BEAM 3" x 8" BM W/ INSERT MAK. MAX. MAX. MAX. MAX. MAX. a = MAX. HT. 6 HT. 12'ST POST POST POST MAX. POST ¢ HT. = 6' HT. = 12' POST .H MAX.MO•=8' HT. HT.=B' ' .8 POST POST, Fr 9 SPACING 70� 90 MPH 7090 MPH SPACING 70 �90 MPH 70 �90 MPH SPACING 70/90 MPH 70 90 MPH POST 70 90 MPH 7090 MPH 5 O MIN. CUBE MIN. CUBE MIN. CUBE MIN. CUBE SPACING co 0 POST FTG. POST FTG. POST FTG. POST FTG. MIN. CUBE MIN. CUBE MIN. CUBE MIN. CUBE ~ TYPE TYPE TYPE POST FTG. POST FTG. TYPE TYPE POST FTG. POST FTG.. TYPE TYPE TYPE s 12'-5" F 24 G 26 F 24 G G 24 22 G G 2� 28' 9" J � s 26 / 8 11'-7" F F 24 26 / 2 15'-7" 28 G 30 r 12'-2" F 24 26 / 2� 24 F 24 F G 0'-11" 14'-6" 24 22 G G 2� 28'-1" 28 30 G J 3� r e 11'-11' F F 24 26 / 26 28 10'-6" F F 24 26 G 24,,-"28 13'-6" G 24 22 G G 2� 27'-5" 28 - G J 30 34 s s 11'-8" 24 F 26 28 24 26 F G 24 G 24 G 26 G 28 G 30 26 / 10'-0' / 8 12'-9" 2 G � 26'-10" �. 0 J � s 1a 11'-5" F F 24 26 26 28 9' 7" 24 26 / 24 2g 12'-1" j 24 22 F G 26 26'-3" / 28 30 5--j 30 1a 11• 11'-2" 22 24 26 28 9'_2" 24 26 F G 24 28 11'-7" G F 24 F G 26 25'-9" G 28 G J 30 11' / �� J 1T 10-11" 22 24 F G 24 26 8'-10" 22 24 F G 24 24 11'-0" 22 24 F G 2� 25'-3" 28 30 G 30 12' 10'-9" F F 22 26 F G 24 26 8.7 22 24 F G 24 24 10'-7" 22 24 F G 24 24'-9" G 28 An G J 3� 13' AF 22 F 24 F 22 F 24 G 22 / J -32 14 10'-6" 8'�" G 10'-2" 24 F G 24 24'x" 28 30 G G 30 14' 1510'-4"2� / 24 26 8'_0" F F 22 24 F. F 24 24 9'-10" G 22 F 24 G 28 G 30 24 G 8 23'-11' G 15 16' 10'-2" 22 22 24 26 7'-10" 22 24 24 24 22 24 F G 2� 23'-6" / 1s 9'-7" 28 30 G G 332 1r 10'-0" 22 22 24 26 T_T 22 24 24,,"24 9'_3" G F 22 24 F 2� 23'-1" 26 G 301. 1r 1B 9-10" F F 22 22 / 22 24 7-5 F 22 22 F rj 'J��G — G 19 9'-8" F 22 F 22 F 22 F 91-01. G F 22 24 F G 2� 22'-9" 26 30 G 2' 1e' 7 -3" F 3 g _g F 2 6 22'-5" / 26 30 G G 2� 19 . za 9'-7" F F 22 22 F 22 7'_1" > 22 22 22 24 G 24,,-- F / G 32 / g 7 22 24 F G 24 26 22'-1" C' G 26 G 28 za zr 9'-5" 22 22 F G 22 24 6'-11" 22 22 22 24 8,�" 22 24 F G 2� 5 -oG`26 30 G G 28 32 21 E:n NOTE: S G �' FOOTING SHOWN IN CUBIC INCHES J� y\++ WITHOUT SLAB. �� �Z ink Qp0FE9910 SEE ALTERNATE FOOTING TABLESLIJ�p 'MES O p s SHT. 9 FOR ATTACHED 8 + � � � m 1s1 2 FOOTNOTE: "SAMPLE" No. "i SHT. 29 FOR FREESTANDING EXP. 21543' n INDICATES POST B FTG:..17 . INDICATES POST & FTG. �e .FOR 70 MPH FOR 90 MPH �y �g sa CV11 ' t I.C.C. E.S. EVALUATION REPORT NUMBER ORA NM Bv: N.K. •. GATE: 11'.. 2 �.L FOX ENGINEERING INC. JAMES G. FO%, CIVIL ENGINEER POST SPACING TABLE LVE Loao • �`'`. -- PATIO COVEF:%SYSTEM AS MFG. BY: ER•2640P SCALE:NONE E 8060 TELEGRAPHRD..DOVtMEY,CA90240 70/90 FREESTANDING 10, 20 6 00 psi DURAYUMPRODUCT$, INC. 1(916)452-70111 SHEET REVISED BY: K.K. B D.P. 562 806.1337 FAX:927.2509 losen nolmail.m. ANDATTACHED - HORIZ. WIND• 70, 90 8 110 MPH 8269 ALPINE AVE., SACRAMENTO.CA 85828 FAX 4011519 sales(MAumium.oam 260E 30 roe "D' o�ma1� t 1u# L.L., 110 MPH ng,r�-x DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM 3"'x 8" BEAM MAX. SPAGNG MAX..' POST HT• = 8' MAX.. . POST HT. = 12'110MPH. MAX. POST SPACING 110MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE ' CUBE. FTG. E 10'-4" G 28 G 30 r 10'-0" G 28 G 30 9 9'-8" G 28 G 30 s .9'4" F 28 G 30 +a 9.-111 F 28 G 30 8'-7" 8'-10" F 28 G ,. 30 ,z 8'-7" F 26 G .' 28 +a 8-4„ F 26 G 28 14' 8'_1" F 26 G 28 ' 1s 7'-11" F '26 G . 28 'B 7'-8" F 26 G 28 +r 7--5" F 26 G 28 1s 7'-2" F 26 ..G 26 'g 6-11" F 24 G 26 20' 6,-8,. :F 24 G 26 21' 6'-5" F 24 G 26. NOTE: FOOTING SHOWN IN CUBIC INCHES. WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING REESTANDING OPEN LATTICE PATIO COVERS DBL. 2" x 6.5" x.024" BEAM DBL. 3"'x 8" BEAM MAX. POST >PAGNG MAX. POST HT. = 8'. MAX. POST HT. = 12• MAX. POST SPACING MAX. POST HT. = B' MAX. POST HT. = 12' 110 MPH 110 MPH 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST I TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. 9'-7" G 26 G 28 15'-7" G 28 G 30 91-0" G 26. G 28 14'-6" G 28 G J 30 8'-7" G 26 G 28 13'-6" G 28 G 30 8'-3" G 26 G- 28 12'-9" G 28 G 30 7'-10" F 26 G 28 12'-1" G 28 G 30 7 -6 F . 26 G 28 11'-7" G 28 G 30 T-2" F 24 G 26 11'-0" G 28 G 30 7'-0" F 24 G 26 10'-7" G 28 G 30 6'-9" F 24 G 26 10'-2" G 28 G 30 6' 6" F 24 G 26 9'-10" G 28 G 30 64" F 24 G 26 9'-7" G 28 G 30 30 F 24 G 26 9'-3" G 26 G 28 2+' F 24 G 26 9'-0" G 26 G 28 5'-11' F 24 G 24. 8'-9" G 26 G 28 5'-9" F 24 . G : 248'-7" G G 28 5'-7" F 24 G 24 8:-4„ G H26 G1° '•,-� 12' HT. OR 'LESS 3" x 8" BM W/ INSERT FOX ENGINEERING INC. MAX. POST PAPACING11 MAX. POST M• = IF MAX. POST HT. = 12' _ m O JAMES G. FOX, CIVIL ENGINEER 0 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. 12'-8" G 32 J 34 s ANDATTACHED HORIZ. WIND+ 70, 90 8 110 MPH 174" G 32 J 34 r 12'-0" G 32 J 34 a 11'-8" G 32 J 34 e G 32 J 34 1a 11'-3" G 32 J 34 +r 11'-0" G 30 J 32 1z 10'4"• G. 30 J 32 13'. 10'-6" G 30 G 32, 14- 10'-3" G .30 G 32 1s 10'-0" G 30 G 32 +B 9'-9" G 30G 32 1r 9'-6" G 30 G 32 +B' 9'-3" G.- 30 G 32 17 . ,9-0, G 30 G 32 20' ... p8= 30 G. 32 2+' y"OFESSION E9 NwO � C �. //( :-.•� NO. 21 51] m Exv. 0-30-:007 a E,. t•�TEOF lf/,L1f Pte' I.C.C. E. S. EVALUATION DRAwNer.K.K. � FOX ENGINEERING INC. REPORT NUMBER DATE: 112]/2002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE' LIVE LOAD' PATIO COVER SYSTEM AS MFG. BY: ER -26.40P SCALE: NONE - 8080 TELEGRAPH RO:, DOWNEY, CA 90210 110 FREESTANDING 1p, 20 a ]o psf DURALUM PRODUCTS, INC. SHEET ' REVISED BY: KK. d D.P.4�- (562) 808.1]]7 FAX:927-2509 foaen p�holmail.com ANDATTACHED HORIZ. WIND+ 70, 90 8 110 MPH 8289 ALPINE AVE., SACRAME TO, CA 95828 '1 �duratum.wm (9161452.7021 FAX 4011519 sake 27 OF 30 = 5 o F s Zu# DBL.2"x6.5"x.032" MAX. POST SPACING 9'-0" L.L. POST HT. = 110 BM. B MPH FREESTANDING OR 3"x8"BEAM POST HT. - 12'X. DBL. S SPACING F -T 2" x 6.5" x.024" POST HT. = B' OPEN LATTICE BEAM _ POS HT. = 12' DBL. OST SPACING 11'-5" PATIO.COVERS 3" x 8" BEAM MAX. POST HT. = 8' POST HT. = 12' 12'. HT. OR 3" x 8" BM W/ INSERT LESS LIVELOAD- PATIO COVER SYSTEM AS MFG. BY: a = 5 a ¢ 9 MAX. POST SPAGNG MAX. POSTED HT. = s MAX. POST HT. = 12' 110 MPH 110 FREESTANDING . 110 MPH 110 MPH 110 MPH MIK POST TYPE G CUBE FTG. 28 MIN. POST TYPE G CUBE FTG. ':' 30 MIN. POST TYPE G _ CUBE FTG. 26 MIN. POST TYPE G BE FTG. 28 110 MPH 110 MPH . 110 MPH 110 MPH MIN:. POST TYPE G CUBE FTG. . 28 MIN. POST TYPE . G CUBE FTG.. 3220'4" POST TYPE FTG. OST TYPE FTGE G 32 J 36 s T 8'-g" G 28 G 30 8. 0.. F 26 G 28:. 10'-7" G 28 G 32 20'-3" G 32 J 36. T a g-7" G 28 G 30 T-7" F 26 G 28 9'-11" G 28 G 32 19'-10" G 32 J 36 s a 8'-5" G 28 G 30 T-3" F 26 G 28 9'-0" G 28 G 32 19'-5" G 32 J 36 s 10 8'-3" G 26 G 28 6'-11" F 24 G 26 8'-10" G 28 G 30' 19'-0" G 32 J 34 1Ir F 26' G 28 6'-8" F 24 G 26 8'-5" G 28 G 30 18'-7" G- 32 J 34 1r T-11" F 26 G 28. 6'-5" F 24 G 26 8'-1" G 28 G 30 . 18'-3" G 32 J 34 17 13' 7'-9" F 26• G 28 6'-2" F 24 G 26 T-9" F ' 28 G 30 17'-11" 17'-7" G G 32 30 J J 34 32 13' 14'. 14' 7'-7" F 26 G 28 6-0" F 24 G 26 T-5" F 28 G 30 15, T-5" F 26. G 28 5'-10" F 24 G 26 T-2" F 28 G 30 17'-3,. 1T-0 " . G G 30 30 J J 32 32 15' 16' 7-4" F 26 G 28 5'-8" F 24 G 26 7'-0" F 28 G 30 IT T-3" F. 26 G 28 5--6„ F 24 G 26 6'-9" F 28 G 30 G 30 16'-8" J 32 1r NOTE: ��y..;....... - FOOTING SHOWN IN CUBIC INCHESfi WITHOUT SLAB. -N SEE ALTERNATE FOOTING TABLES �� ��'' SHT. 9 FOR ATTACHED 3 T ti SHT. 29 FOR FREESTANDING 'ar .. M -43 Exp,. -P007 j�j�J e ` l V l L+ �A� r QROF ESSIO,�, 0 � .��� MES C.F CAUC NO. 2151] EXP. F30.2007 . XI BSA CIVR ,r e _ � I.C.C. E.S. EVALUATION DRANM BY: K.K. FOX ENGINEERING INC. REPORT NUMBER. DATE: 112312002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE LIVELOAD- PATIO COVER SYSTEM AS MFG. BY: ER -2640P SCALE:NONE T 8080 TELEGRAPH RD., DONMEY, CA 90210 110 FREESTANDING . 10, 20 6 30 psl DURALUM PRODUCTS, INC. SHEET REVISED BY: K.K. d D.P.. ANDATTACHED HOR2. NAND • 8289 ALPINE AVE.. SACRAMENTO, CA 9582E 28 OF 30 582 808.12]7 FAX:927.2509 tare hotmaII.MM 70; 90 E 110 MPH(916) 452.7021 FAX 403-1519 saba®dunlum.eom' e _ � 30# L. L. 110 MPH FREESTANDING ¢ a = 5 m O DBL.2"x6.5"x.032" MAX. ST SPACING BM. MAX.. POST HT. = B• OR 3"x8"BEAM MAX. POST HT. M:12' DBL. MAX. PAST SPACING 2" x 6.5" X MAX. FIOS 6 OPEN LATTICE .2411 BEAM MAX. POST 2 DBL. MAX. POST SPACING PATIO COVERS 3" x 8" BEAM 12' HT. OR 3" x 8" BM W/ INSERT LESS MAX. POST HT. = 8' MAX, POST HT. = 12' MAX. POST SPACING MAX. POST HT. = B' MAX. POST HT. = 12' 110 MPH 110 MPH 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST. TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. 110 MPH 110 MPH 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. s T-5" F 26 G 28 7-0" F 24 G 28 9'-5" 8'-9" G G 28 28 G G 30 30 17'-1" 16'-4" G G 30 30 G G 32 32 r 7'-1" F 26 G 28 6'-7" F 24 G 28 a 6'-9" F 26 G 28 6'-3" F 24 G 28 8'-2" G 28 G 30 15'-8" G 30 G 32 s 10 6'-6" 6'-3" F F . 26 24 G G 28. 28 6'-0" 5'-8" F F 24 . 24 G G 28 26 T-8" F 28. G 30 15'-0" G 30 G 32 7' 4" F 26 G 28 14'-6" G 30 G 32 F 24 G 28 5'-6„ F 24 G 26 T-0" F 26 G 28 14'-0" G 30 G 32 +2 5'-10" F 24 G 26 5'-3" F 24 F 24 6'-8" F . 26 G 28 13'-7" G 28 G 30 13 5'-9" F 24 G 26 5'-1" F 24 F 24 6'-5" F 26 G 28 13'-4" G . 28 G 30 14• 5'-8" F 24 F 26 4'-11" F 22 F 24 6'-2" F 26 G 28 13'-1" G 28 G 30 NUMBER DRAYM BY: K.K. FOX ENGINEERING INC. DATE: 11/2]12002lol--m JAMES O. FOX. CIVIL ENGINEER SCALE: NONE 8000 TELEGRAPH RD., OOV\MEY, CA 90240 REVISED BY: K.K. B D.P:: FAX:927.2509 foie fto POST SPACING TABLE LI2ELOAD- 110 FREESTANDING 10, 20 8 30 psf ANDATTACHED HORtLWND- 70, 90 6 110 MPH co Lu i 10.2.1543 9-30-2007• w PpOFESSt, 1AESQ., 2 NO. 21513 m EXP. S-m2w7 Cry1� r 0 Fgi1FOP� I w wW:K JT61 tM AS MFG. BY: OURALUM PRODUCTS, INC. SHEET 8269ALPINE AVE.. SACRAMENTO. CA 95628 29 OF 30 (916) 452.7021 FAX 4011519 fel-ad-h...-..,.. ja w. wwau Emig ALUM. ALLOY 3004-1-136 ROOF 3" OR 4" STRUCTURAL SANDWICH PANEL SEE ELITE ALUMINUM CORP. I.C.C. ER -5658 FOR PANEL SPANS AND DESCRIPTION DETAILS I.C.C. APPROVED 8" BEAM DESIGN S.M.S .04Z' 70 MPH #14 A 12" O.C. 90 MPH #14 A 12" D.C. 10 1MPH #14 @ 8" O.C. NOTE: #14 SMS SHALL -HAS A MIN. 1" PENAWTO HEA0FR. \'O HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 1997 U.B.C. OPTIONAL DECORATIVE FASCIA #14 S.M.S. (WOOD, ALUM. OR HARDBORD ) \ SEE TABLE ABOVE PANEL TO HEADER BEAM CONN EXTRUDED 7 I EXT IR3" GUTTER _ NALLFASTENERS SEE TABLE BELOW PANEL SPAN TABLE PANE SKIN INCH INCH LL= 10 LL=20 LL=30 OPTIONAL NON-STRUCTURAL FASCIA 3., .024" 18'-0" 12'-9" 10'-9„ .032" 14.-5, 12,-4" 4„ .024" 21'-4" 15'-1" 12'x" .032" 22'-0" 1T-4" 14'-3" •••�^ DRAWN BY: K.K. FOX ENGINEERING INC. NUMBER DATE:II/7Y2002 JAMES G. FOX. CIVIL ENGINEER SCALE: NONE '6080 TELEGRAPH RD., DOWNEY. G 90240 REVISED BY: K.K. 6 D.P. t 1 RAIN GUTTER 07 %sa OR 4.200" WALL FASTENERS ,fl APPROVED 3" SEETABLE / I II INSUL. ROOF PANEL #10 SMS -$_1880" AT /2" O.C..C. 3" OR 4" HANGER CHANNEL PANEL TO PATIO ENCLOSURE CONN. )VE 1 INSUL ROOF INJULAI LU ROOF PANEL INSULATED ROOF PANEL TO I.C.C. APPROVED TO I.C.C. APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM NOTE: PANELS SHALL BE ELITE ALUMINUM CORP. I.C.C. ER -5658 OR APPROVED EQUAL THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT FOR USE WITH PATIO COVERS COMPLYING WITH APPENDIX CHAPTER 31, DIVISION III, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH ER -2640-P WHEN INSULATED ROOF PANEL IS USED. l . NO. 21313 EXP. 4302007 NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED INSULATEDROOF LIVE LOAD • I PATIO COVER SYSTEM AS MFG. BY: SHEET PANEL CONNECTIONS 10,20i30Pd DURA LUMPRODUCTS, INC. /IOR12. WIND 6286 KPINE AVE.,SACRARIENTO,G05626 300E 30 70, 908110 MPN (p 181452•)021 FAX 40}1518 cdn46MnNm.cam �- 5.i NOTES RESIDENTIAL X040-470-013 03-3155 HORNE ROBERT PERMI 10 GOLD CREEK WAY,"CHICO Cont: SICKE, STEVE ADD TO DET GARAGE C SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOE •; • 1, - "N' ' C ' C SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOE 1 J=OK 0 = Not OK = No Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements 1. 2. Soils; Special MH Support Sketch Footings; Size -Spacing -Marriage Line 3. Sewer; Location -Test -Fall -C/O -Concrete 4. 4. Water; Location -Test -Easement Needed (Sketch) Electricity; MH Test 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. Water and Sewer Connected 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 9. 7. Well Clearance & Disconnect License Decals 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. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS ERS, CARPORTS, GARAGES (Plans) OK except #'s Zon' equirements-Setbacks-Easements _ ootings; Soils -Size -Depth -Spacing -Connectors -Steel (of _ 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg, Bracing b. AIUm. !jwn.; uoiumns-(;onnections-Splice-uecal-Lnclosures 6. Carts: Windows -Doors 10. Roof; 11. Ext.: Wall Panels Date - Garcr u-1 ,VaDate Card B-1 Date Card B-1 zLI14 Date Card B-1 Date POOLS (Pla(s) OX a ceut #'s 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-Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready . RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Insulation -Walls -Ceilings 1. Zoning -Setbacks -Easements -Flood -Slope 63. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Smoke Detector 8. Piers -Fireplace Ftg.-Steel 66. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Bedroom Exiting 11. Water Pipe; Test -Anchors -Regulator -Service Test 68. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Elec. Trim & Subpanel, Breaker Sizes & Labels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 70. Stairs & Rails 15. Access & Ventilation 71. 16. Insulation 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 17. Water Htr.; Vent -Access -Combustion Air Baffle 75. 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection A.C. Duct in Garage -Damper 20. Shower Pan; Test, First Floor -Tub Access 77. 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Plb.; Elec. & Mech. Equip. Listed for Location 23. Fire Sprinkler; Test 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 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 Clearance Looked under Floor 0 Yes 26. Size Boxes & No. of Conductors Stapled 83. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Stucco Brown -Finish 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 85. 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 O Yes 0 No Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 32. Service -Riser Conductors & Ground Main Disconnect 87. Water Well, Disconnect, Electrical, Plumbing 33. Equip. Clearances Panels-Motors-Mech. Equip. 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 34. Clothes Closet Light -Shower Light -Spa Light 89. Ventilation Throughout House 35. Smoke Detector 90. Glass Protection 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 Water & Sewer Connected -C/O to Grade -HD Approval 37. Vent Fan, Exhaust above insulation 94. 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Address Posted 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 Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 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 59. 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-Mech. 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-Mech. 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 0 Yes _ 83. Following Instld./Drive 0 Yes O No/Walks O Yes 0 No/Planters 0 Yes 0 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 011-141 SS —,.�. ASSESSOR PARCEL NUMBER ZONING S 'BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 10 GOLD CREEX WAY, CRIGO CA 420 U 73,560.00 CONTRACTOR'S NAME TELEPHONE 4 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ] 5W.OQ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 77.W ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 64.35 BUILDING ADDRESS 10 GMD CREW WAY, MIM CA Energy Plan Checking Fee $ $ PERMIT FEE S 183.35 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ 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 ❑ Describe Work: MuaiED GARAGE ADDITION -- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ `r ELECTRICAL PERMIT Fling Fee 20.00 Rs Main Service 2a0A 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 A.) hin full force and effect. License Class -1 Lic. No. �� �� 1 �! 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. ❑ 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 To 46.00 CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. S. SO �" 3.506 y Ipµgal.T MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET C1 R. Ex. Occup. OUTLET OR FORURES 20 O 1.65 - o0OWNER-BUILDER BAL O .so Ex. Occup. o 'uTLEEDA RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 34. ]Q 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 ormance of the work for which this permit is issued. 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 . �4..'t , Fu P c k MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number1 1 (6 Oy-7 -t-mrs (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 f wit comply with those provisions. j X-�W Date 16/1110--3 Signature`of Applicant - ❑ Owner Contractor ❑ Agentr ' 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 $ 218E.L05 HA r r Es IMP FLOOD CDF PARC . (//� PO `/ HD ISsur 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 / '4:?� PERMIT EXPIRES ON Data Receipt No. , � / /'/�-r / - � -- l ` �" r WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 ....� ..,;,�;:�w 3esg►•�+C�;�'aar`e1^w +�.;.�{4v��+.n .�':�.�� � fi,�,rc+s.41��'tv�°^_ ��t",:: r' ' .tom •R, s • ,, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 5. 7 County Center Drive • Oroville, CAi- (530) 538-7541 CORRECTION NOTICE `a OWNER PERMIT NO. }° A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. , REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DI ION 7 County Center Drive • Oroville,V,'alifornia 95965 • Telephone (530) 538- 41 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT - 31515 ASSESSOR PARCEL NUMBER 040m470-01 -1 ZONING SR -1 B DINGPERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 10 GOID CREEK WAY, CHICO CA 420 U 7,560.00 CONTRACTOR'S NAME STEVE STME. 1-349-9740 TELEPHONE CONTRACTORS MAILING ADDRESS n CA 99998 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 7,560.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 64,35 BUILDINGADDRESS 10 GOLD CREEK WAY, CHICO CA Energy Plan Checking Fee $ $ PERMIT FEE $ IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ 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 ❑ Describe Work: DETACHED GARAGE ADDITION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home s G W 1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service 2oOA 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.POWER License Class —I Lic. No. )D 13 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' cc cc ensation, as provided for by section 3700 of the Labor Code, for the of the work for which this permit is issued. 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 fte- 'Fuwd- Main Service 46.00 W:.200A NG CCU000A NEW CONST. DWEWNO OCCUP. SO OR ADDNS. ( DW: Acc, S.3.5Q�:14-70 =R�IDT MULTI.Ou,U @7,50 APPARATUS 8 SINGLE OUTLET CI R. OUTLET OR FIXTURES 20 @ 1.50 �(, OCCU B OR Ex. Occup. .FIXRED AM.) Ek 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 3L}, 70 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET: $ J,SL Policy Number 1oo('] —apd (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 f wit comply with those provisions. X �_W Date /D f toz __ gnatur of Applicant - ❑ Owner ontractor ❑ Agen 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 $ 218.05 HA D. IMP ICDF PARC D S 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 EXPIRES ON ate Receipt No.PERMIT WHITE-D.D.S.-B.D. CAN RY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT r 3-3 -3 �. COUNTY OFBUTTE-DEPARTMENT LA, ELOPMENT SERVICES -BUILDING DIV ION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2 0 r PERMIT APPLICATION DATA SHEET OWNER:P(� l7 Cr ASSESSOR PARCEL NUMBER Proposed Building Use: / )� �(��(���/'���/ i Counter Technician: rtJ• " Date: /o �/5 -63 Items required in order to apply for a permit. (CJI 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. 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`"' f8 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate, ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... V1 1. Detached Accessory Building Form filled out by the owner .............................:....... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ D 17. Statement of Intent for Non -heated and A/C Buildings .......................................;:...: 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit........................................................................ _ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ ^� /23. NPDES Form............................................................................................. _ ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. _ ❑ 25. Pre -Inspection for required ................ _ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. _ ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 29. Letter of Signature authorization.................................................................... _ ❑ 30. Recorded copy of Agricultural Acknowledgment Statement ..................................... _ ❑ 31. Manufactured home utility clearance............................................................... _ ❑ 32. Existing violations and/or expired permits......................................................... _ ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check.to H.C.D. $ ❑ 34. Other: _ When issued Telephone �� �� = °G and hold for pickup. . 1 have been infor d of the above items and requirements for obtaining a building permit. Applicant: Date: /U % f 0 ID 3 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, D counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, y Date: :Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: AW Date: Note transfer by: Date: Y' Yellow: Building Division 'N F TO: FROM: .4 Building Department Environmental Health C1 a. . E.H. USE ONLY P192 Plea Attach FloatPlan A i Sent Smn2 to B.D. .25 SUBJECT. SanitaUon earance ZQ Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other .. final for: Final clearance O.K. for: NOTE: o Environmental Health Specialist Date 8/96 Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION PERMIT NO. 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-74 I(�S APPLICATION AND PERMIT- ---J= ZON I BUILDIPIG PERMIT ASSESSOR PARCEL NUMBER / .� %- TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER � � I I OWNERS MAIy1N_%*DDRESS� /11 _ �� // ^ / i N / /� A4 /A G CONSTRUcnoN LENDER Fling Fee 20.00 Main Service 800V LESS 22v9AA OR LESS 23.00 Fireplace 200A TO ,00aA 46.00 LENDER'S MAILING ADDRESS Total Valuation $ 3.5¢',' f! cu 6 ACC. BLDS. LICENSE NO. Filing Fee $ 20.00 ARCHLTECT OR ENGINEER $ vv Permit Fee ARCHITECT OR ENGINEERS MA UNG ADDRESS Plan Checking Fee $ Energy Plan Checking Fee $ BUILDING ADDRESS. $ PERMIT FEE $ FARDEL MAP PLUMBING PERMIT Filing Fee 20.00 N IDT D. SUBDIV6IDN'S NMAE 7.00 Eac USEOFSTRUCTURE Solar or heat water heater 23.00 Water i ing 15.00 SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas i In stem t - 5 outlets 00 New ❑ Addition ❑ Remodel ❑ Uff&as ❑ Installation ❑ Other 13 sewer Building1 G W 5.0 @1 00 Mobile Home S Describe Work: PERMIT FEE S .PERMIT FEE PAID SRA SHERIFF OTHER � a 0-55 AMOUNT RECEIVED $�. DATE RECEIVED RECEIPT # 3 90 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 800V LESS 22v9AA OR LESS 23.00 Main Service 200A TO ,00aA 46.00 NEW CONST. OWELLM OCOUP. 3.5¢',' f! OR ADDNS. 6 ACC. BLDS. ._.. Co-NS".1 07.50 EX. OCCU . OUTLET OR FDRURES aAL @ .so FDCED Ex Occu n uE'rS I s DEE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 $ , 31 • 7U_F MECHANICAL PERMIT I Fiiing Fee 1 20.00 Hood PERMIT FES S Mobile Home Installation ;FeeEnergy Inspection Feecac CONST.TYPEE $ HAZ 0.FEES LMPLOOD GOP P PD I NO 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 PERMIT EXPIRES ON Date National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task. M Force, Sacramento, CA. I certify that appropriate BPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BNVIPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNIPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: lm t ( C. NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan 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: A06eri- FjoV&�c- Phone: Mailing Address /D �r®idccr«fL c,-�o+-f Site Address: Assessor's Parcel Number: CtO— Cf 70 - p I' Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of NS form - GENERAL IINFOILMATION: •No 1. Is there a primary dwelling on the property? Yes � 0 2. 3. Is the structure already built, under construction, or under notice of code violation? Will items in Yes 0 No [� 4. produced this building be offered for sale? Will Yes 0 No the public have access to this building? Yes 0 No 5. Will any advertising, on or off site.'be associated with the use of this building? Yes 0 No 9' -- SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes 0 No (D' 7. S. Is any portion of the structure located closer than 20' to your front property line? Do driveway Yes 0 ❑ No Q -- you plan to add a or modify existing access to a county maintained road? Yes No 9. Will the proposed structure encroach within any recorded easement? Yes 0 No []� CONSTRUCTION 10. FEATURES: Will building have insulated floor, E 11. this walls, or ceiling? Will building be heated Yes 0 No this or cooled? Yes 0 No 12. 13. Will this building have a water closet/toilet? Will building have Yes 0 No [� 0"' this a sink? Yes 0 No b 14. Will this building have a water heater? Yes 0 No 15. What type of floor covering will the building have? 16. What type of scall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) 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 c ❑ Home Occupancy Z ❑ Other — Use 1. DescAn type of WorLAW 2. bhw be approved by the Butte Courcy Pimming 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 specific 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. O-wner's Name: Please Print Owner's Signature: 2 of 2 Date: Quality Truss Design • Roof & Floor .Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber. com Customer: Bob Horne Address: Gold Creek Circle Chico AP#: C -20E (Rev. 3/03) • "r l -E �0UNTY BUILDING DIVISION APPROVED Job No: Horne Shop Remodel ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS e ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommendsheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. t G E 0 0 7 \i EXISTING GABLE END TRUSS TO REMAIN i3UiL�iG ®i1/iSl( � EXISTING SHOP BUILDING BUTTE COUNT LONGFELLOW LUMBER CO., INC. 89 Loren venue Chico CA 95928 _Telephone:_ (530).893-0112 Fax: (530) 893-0140 _. - - _ - _ _ Name: Address: City: State: -Phone: - _ _ -• Horne op ion o HORN0716 Scale: 1 :48 Date: WW03 - - " Drawn By: GDA - -- i3UiL�iG ®i1/iSl( � Ix4 CONT BRACE AT BRACE 1-ET49ER5 LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS GABLE END STUD 2x4 HF STRONSBACK (NAIL TO LEDGER NV IOd 0 12' OL) — 2x4 HF LEDGER (NAIL TO VERTICAL IN IOd NAILS) s �o l ---A35 BRACE TO FLAT XJ\P r,—H-3 AT 48' OL. Q NOTE: THIS DETAIL MAY BE USED FOR Tf SES WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATIN&: USE (3) - 2' KRE STAPLES (OD12 DIAJI5 6A) TOENAILED Tull CHORD INTO WEB l THRU NEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t (HI) KIST BE PLATED. . CA' 2x6 DIACONAL BRACE o 48' OL. vcAr Duca. 3-IOd NAILS EACH END OA MAX MBRAGED LENGTH OF &ABLE END STUD. (2x4 FIR–LAR H) – STANDARD = 5' -II' - MI AND -BTR ®_ �c)0 cc A TC DL 15.6 PSF BC DL PSF NOTE: 6ABLE END M16H BASED BC LL OD PSF ON T5 MPH WIND, F. WM RE 'B' TODD. 50D PSF AT 0-25 FEET MEAN HEI6HT. DURFAC. 1.15 TYPE Cf M DETAIL JOB NAME LomfE ow LLHBM' CITY, 5TATE C ICO, CALIFORNIA Date: 10-18-02 Drawn: AK Job no.: 02-II(0 Gary Hawkins ARCHITECT (530) 892-2700 1370 RIDGEWOOD DR., S1E.10 FA%:(530)8934532 CHico, CA 95973 garyarchmsbcglobalnet Job Truss Truss Type City Ply DEFL in floc) I/defl PLATES GRIP TCLL R9647943 HORN0716 Al FINK 6 1 8-10 >999 M1120 220/195 TCDL 10.0 Lumber Increase (optional) Longrenow LUmoer LO., Inc., unico, t.,N J0JGt5-7464 4.Lu 1 JH I s uCt I / Luuz Mt I eK Inoustfles, Inc. vveo Jul I O 1 0:4J:uu zuuj rage . -2-0-0 . 7-94 150-0 22-2-12 30-0.0 . 32-0.0 C 0 2-0-0 7-94 7-2.12 7.2.12 7-94 2-0.0 4x4 7 4 z �® Sc67 1 a,,1., `M' e " ,00 CL D co [q CO 0 10 9 8 3x4 = 3x4 - 3x4 = 10-2-3 I 19-9.13 ) 30-0.0 I 10.2-3 9-7-11 10-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.25 8-10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.46 8-10 > 769 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 6 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 240 Weight: 128 Ib LUMBER BRACING -TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 4-5-8 oc purlins. BOT CHORD 2 X 4 OF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 2 =1092/0-3-8, 6 = 1092/0-3-8 Max Horz 2=-47(load case 3) Max Uplift 2=-25(load case 5), 6=-25(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1560, 3.4=-1352, 4-5=-1352, 5-6=-1560, 6-7=23 BOT CHORD 2-10=1387, 9-10=944, 8-9=944, 6-8=1387 WEBS 3-10=-329, 4-10=492, 4-8=492, 5-8=-329 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �oQ�pF ESS/p �. ANO, e C 17180 Z r * EXP. 06/30/05 tS� CIVIL grFOF CA July 17,2003 I Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE eta )esign valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be nstallad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss lesigner. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the esponsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance egarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Duality Standard, DSB-89 Bracing Specification, and HIS -91 �}y��t �'g candling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 i ff 8 ! T e Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the building designer, erection supervisor, property plates to both sides of truss and securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t/g TOP CHORDS other. t/g ♦ H cz ca 3. Place face truss cq J5 o rZX y� 3; 0 0 plates on each of at each joint and embed fully. Avoid knots and wane at joint locations. u U = 4. Unless otherwise noted, locate chord splices �5 "CL 0 ' For 4 x 2 orientation, locate 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. � C9 C6 O BOTTOM CHORDS plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second 9. Lumber shall be of the species and size, and in to better than the perpendicular slots. all respects, equal or dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. ell WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at which bearings (supports) occur. �. - 14. Do not cut or alter truss member or plate without prior•approval oP,a professional engineer. flu 1 1 C � u u I Y ��y+m�� 3 V��1'� '" 15. Care shouUd b�eAl exor(^i sedkin han"dling'l' Wv 9 Yr-e C-i�T Y V � W-6, 0 erection and installation of trusses. APPROVED - _ . MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT =' HEED ITS MESSAGE. I CAUTION: A CAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilityof the installer(builder, building contractor, licensed contractor. erector or erection contractor) to properly receive, unload, store. handle, install and brace metal plate connected wood trusses to protect life and properiv. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad - Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition 1. where failure to follow instructions or heed warn- ing will arn-ingwill most likely result in serious personal injury or death or damage to structures. IA WARNING: A WARNING describes a condition where failure to follow instructions could result in --severe personal injury or damage to structures. O TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 • www.tpinst.org industry, but must, due to the nature of responsibilities involved, be presented asa guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from tl-e use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Pla•e Institute, Inc. All rights reserved. This document or any part thereof must not to reproduced in any form without written permission of the publisher. Printed in the United States of America. ; CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accoF- dance with design drawings prior to installation.. r3 TRUSS STORAGE �z CAUTION: Trusses should not be Aunloaded on rough terrain or un - even surfaces which could cause damage to the truss. .i 3 ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation A begins. Careshould beexercised in banding remov- Jto avoid shifting of individual trusses. i 1A WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. it ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying fat is extremely dangerous and should be strictly prohibited. Frame MONO TRUSS TOP CHORD TEMPORARY BRACING I I I Truss D(ft) RD Depth TOP CHORD D(in) I MINIMUM LATERALBRACE EDIAGONALBRACE (DBs) SPAN PITCH SPACING(LB)sses] 48" 1" D/50 or 2" SPF/HF Up to 24' 3/12 1 8'1 17 1 12 Over 24'- 42' 3/12 1 T 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properlybraced roofsystem at www.tyinst.orgunder the "Publications" link. PLUMB 24 or/esS _asp All lateral braces lapped at least 2 trusses. Continuous Tonrhnrrf Lateral Brace Required 10" or G re Attachm Required A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION TOLERANCES D(in) I I I Truss D(ft) 12" Depth 1' 24" D(in) I 2' W I I Lesser of 48" 1" D/50 or 2" t 1/4 Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' W 3/411 3- 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' W. 1X9/4" T 96" 2" S. 108" 2" 9' BOW L Length L (In) T t 1/4 Lesserof U200 or 2" L (in) L (in) T ......::::::::::::::::::::...... t 1/4 Lesserof U200 or 2" L(in) U200 L(ft) 50" 1/4" 1 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed 1 A on unbraced trusses. Frame 6 • I AWARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. 11A greater than 30' by the peak. I� 60° Approximately Approximately 1/2 truss length 1/2 truss length Tag Truss spans lessthan 30' Line Spreader Bar Toe In — Spreader Bar Toe In Approximately 1/2 to 2/3 truss length Less than or equal to 60' 1/2 to 2/3 truss length Less than or equal to 60' Toe In MECHANICAL INSTALLATION Tag Lifting devices should be connected to Strongback/ Line the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with �— the lifting device until the ends of the truss are securely fastened and tempo - Tag I rary bracing is installed. Line Tag Line Strongback/ Spreader Bar Toe In At or above mid -height Tag Tag Line Line 2/3 to 3/4 truss length 10' 1 10' 2/3 to 3/a truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracingof Meta/Plate Connected Wood Trusses DSB-89> and A in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR group of truss End brace (EB) Frame 2 GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Typical horizontal tie member with Muss of braced up of trusses (EB) 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0s) The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - twotrusses. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotosofs properlybracedroofsystemat www.tpinst.orgunder the "Publications" link. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =450 Continuous - TopChord Lateral Brace Required 2p,(D@ 1 10 Trusses @ Sp 10"01 Attachment Required - ot�e�5 3`L/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.tnlnsII under the "Publications"link. ;.R— � 1 �''' All lateral braces lapped at least - twotrusses. =45' End diagonals are essential for stability and must be duplicated on both ends of the truss system. ' Frame 5 Continuous TopChord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOPCHORD TOPCHORD DIAGONALBRACE MINIMUM LATERALBRACE SPACING(DBs) SPAN DEPTH SPACING(LB) [#trusses] SPIDF SPFIH Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0s) The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - twotrusses. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotosofs properlybracedroofsystemat www.tpinst.orgunder the "Publications" link. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =450 Continuous - TopChord Lateral Brace Required 2p,(D@ 1 10 Trusses @ Sp 10"01 Attachment Required - ot�e�5 3`L/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.tnlnsII under the "Publications"link. ;.R— � 1 �''' All lateral braces lapped at least - twotrusses. =45' End diagonals are essential for stability and must be duplicated on both ends of the truss system. ' Frame 5 Continuous TopChord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. PITCHED TRUSS TOP CHORD TEMPORARY BRACING TOPCHORD CHORD DIAGONALBRACE 2RALBRACE SPACING(DBs) CING(LBJ F#trusses SP/DF SPF/HF P 20 15 10 7 i 6 4 professional engineer y bracing also required - refer to Frame 4. :Ir Continuous Top Chord Lateral Brace —� Required 10" or Greater Attachment Required SCISSORS TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM TOPCHORD PITCH LATERALBRACE DIFFERENCE SPACING(LBJ#trusses) TOPCHORD DIAGONALBRACE SPACING(DBJ SP/DF T SPF/HF UD to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Tnn rhnrd Lateral Brac Required 10"orGi Attachmen Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotos ofa properly braced roofsystem at www.toinst.org under the "Publications" link. All lateral braces lapped at least 2 trusses. or Frame 3 '45o fop chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properlybraced roof system at www.tninst. raunderthe"Publications"link. 12 5r— =45* 12 � 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOM CHORD LATERALBRACE SPACING(LB) BOTTOMCHORD DIAGONALBRACE SPACING(DBJ [#trusses] SPIDIF SPF/HF Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir <15 4,%V All lateral braces lapped at least 2 trusses. ,.%V BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 Customer: Address: AP#: 89 Loren Avenue Chico, CA 95928-7434 �7t✓�' �/CKI C"Ai-!co Job No: 1-49 /-----A) E Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systej (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 M 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of 'Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and' bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber defects to Longfellow immediately. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. BUTTE COUNTY aU ILDI NG DEPARTMENI k�60-ln W V N BUTTE COUNTY aU ILDI NG DEPARTMENI k�60-ln ;ABLE END DETAIL IIfIS DWG, PREPARFD FROM cnMPurFR IUPUT (InAnc A mmructnurl ctinwIIr[I RY Inucc min SIRONGBACK (NAIL TO LEDGER 12' O.C.) (BRACED AT 55' D.C.) �_ , A35 LEDGER (NAIL 113(K) TO VERTICAL W/2 -10d FLAILS ) GAUL lK) SPACING FUR H3 = 56.0' O.C. REFER. TO SIWSON CATALOG C-9414-1 FOR PRODUCT ATTACHMENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (PI) 0 (SI ) (N) (G) Q (S) LE (N) 6MAXC I (M) 2X4 F.L. OR H.F. A2 OR BTP STP,ONGBACK BRACE ROOF MATERIAL OUTLOOKER I ( C ) GAELE Ell D 2X LEDGER Comm ,/ STRONGBACK ;PUSSES BRACED AT 55' O.C. (C) IX4 CONT IEUOIIS LATERAL BRACING FOR BRACE (STRONGOACK) MENDER LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH BRACE 'li2-8d CCOHMON NAILS. 24' MAX �_,, / GABLE ENO OUTLOOKER 1 \SII\ \ \ \ \ (111 )I 8-1-0 (PI) PEAK PLATE TO MATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH 92 Hill. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (NI) FEEL PLATE 10 MATCH COMMON TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) OPTION TO WEB PLATING' USE (3)-2' 7-9-0 15-6-0 WIRE STAPLES (0.072 OIA.i15 GA.) TOENAILEO THRU CHORD INTO WEB 6 IIIRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), ( SI ) 6 (111 ) MUST BE PLATED. (G) GABLE ENO DESIGTI BASED ON 75MPH WINO LOAD EXPOSURE '8' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4• 8-1-0 3X4• 13-6-0 HEIGHT. , PLT TYP. Wave TPI -95 R Design Criteria: TPI -95 STD Q O O Q •• YARNING'" TRUSSES R(OUIR[ EXTREME CARE IN FABRICATION, HAROIING, SHIPPING. INSTALLING AND BRACING. REFER 10 HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE O Q INS1....(. 587 D'ONOF10 10.., SUITE 200, MADISON, YI 57119), FOR SAFE IY PRACTICES PRIOR 10 P[RF00.NING IHCSC FUNCf 10X3. tl.I ESS OIHCRYISf INDICATED, IOP CII ORD SHAH HAVE PROPE RLY ATTACHED O O STRUCTURAL PANELS. BOIION CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CIELING. ••1 MPORTAN r•- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7�TT -� 7-� ��--� PRODUCTS. INC. SHALL NOT BE R[SPON51111 FBI ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 O�T. O BUILD IN( IROS S[S IN CONFOR NANO[ YI1N IP(: OR FARRICAI(NC. HANDLING, SHIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 9EC If ICA 110N PUBLISHED BY THE AHER ICA0 FOREST AND PAPER ASSOCIATION) AND IPI. AIPIN( .653 [ AC N(iAC[SOF NI.USS` ANO UNlESS101 BENNIS(7lOCAICO ON[11. IHIS(O[SICN,L SPOSII/ON CONNECTORS . APPLY CP(R0.5 IO 110 All 110 t_1 '--' `-' •-• OF AI N[GIRU SS D(P IC ILO N[R[AAND SHAT N INOIE B[ REI IrD UPONNI11 R AX YNO IN ERHAY. ORLY IO IH[ DESIGN 6 - 10d COMMON BLOCK NAILS / e, 7 /1- 1 Od NAILS EACH END OUTLOOKER CRUERIA 3.5' MAX. TYP. NOTCH a 24' 0. C. 1.5' MAX. 12' MIM 24' MAX 2X4 F.L. LUMBER GRAOES MAX. LENGTH WITHOUT BRACING 01) MAX. LENGTH Wi STRONGBACK BRACE (S) STANDARD 5-11 -0 11-I0-0 03/19/98 DRW CDT 12 SEON 25458 DUR.FAC. 1.15 FROM p( 7-9-0 15-6-0 11 a BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESsl W 9A yc * TIL ��� ALlio� TC LL TC DL OC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF PSF 0.0 PSF 50.0 PSF REF R992 DATE 03/19/98 DRW CDT 12 SEON 25458 DUR.FAC. 1.15 FROM PBC SPACING (HORN0215-SICKI / HORN - A-1 CONN) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W5X4 - THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 48.00' OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00. OC. cy k. 00 ;< pP � ® too-, '��� 4e) R4A4(AZ) E3 W4X4(A"Z) _ ' W3X6 a5 2 0 o L` -0'g) Lr 15-0-0 I 15-0-0 1 }� .30-0-0 Over -2 Supports R-1102 W-3.5" R-1102 Wa3.5" -7-- 7-10-3 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18 CA - 1 - - F Scale -.1875" Ft. ALPINE �� OQi•Q �' I= Szw&=US,CA95828 "WARNING— TRUSSES REQUIRE EITREIIE CME IN FABRICATION, HANDLING. SNIFFING. INSTALLING AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE, 583 D'OMOFRIO 01.. SUITE 200, MADISON. NI $3719), FOR SAFETY PRACTICES P4102 TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOT70M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DISIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 01 FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRAC TNG OF I USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGN CONNECTOR$ AREPUHAOE OFC20GAR BYTHE ASTM AGS GRAD GALV. SUIL`AMERICAN FOREST AND PAPREXCEPTIASINOTED.0 ALPINE CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 08 THIS DESIGN, POSITION CORNECTOAS PER CRAVINGS 160 A-E. THE SEAL ON THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGOUR.FAC. RESPOIS ILITY SOLELY ETRUSS DT DESIGN SHOV4. THE COMPONEBTF01 ANPAR7ICULARBUILDING13 THE RESPONSIBILITY Of THE BUILDING DESIGNUSE OF TRI ER. PER ANSI ITP, I•I99S SECTION 2. Qn ESS/ vr"' B AV i'VL 5 >o * TC LL TC DL 8C DL e C LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF 8427--14439 - DATE 02/18/DO DRW CAOSR427 00049017 CA -ENG RDW /CWC SEON - 4408 1.25 FROM ED H SPACING 24.0 f (H2ORNO215-SICKI / HORN_- A-2 SCISS) TOP CHORD 2x4 OF -L #1&Bet. BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6 (R) to THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD-. CALCULATED HORIZONTAL DEFLECTION IS 0.39' DUE TO LIVE LOAD AND 0.40" DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE 8C@ 48.00" OC W3X8(A1) s W3X8(Al) a 12-0.0 2-0-0 15-0-0- 15-0-0 I 30-0-0 Over 2 Supports 1 R-1102 W-3.5' R-1102 W-3.5' Ie qro +8-0-0 rei-ili-/-/-/F I z rA:O r>7 LzJ 7-10-3 d z 0 0 c n H C/7 0 Scale .1875"/Ft. o PLT TYP. Wave IPI -9b ALPINE ineF mocredProducts,I= p CA 95828 �L Uea1 n %,I C1 a. %FA —r —YARNING— TRUSSES REQUIRE EXTREME CAME IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND 11,111,. REFER TO NIR -91 (HARDLIMG INSTALLING AND BRACING). PUBLISHED Of TPI (TRUSS PLATE 'HIT1TUTE, SB30'OROf0.IO OR., SUITE 200. MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INDICATED, TOP CHORD SHALL NAF( PROPERLY ATTACHED 3TROCTURAL PANELS. BOTTOM -CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNI3H A COPT Of THIS DESIGN TO THE INSTALLATION COIT0.ACT00.. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IN IS DESIGN: ANY FAILURE TO BUILD THE T0.USSC2 IN CONFORMANCE YITM TPI: 00. FABRICATING, MANOLIIO. SN(IPEN6, INSTALLING AND 11,1116 Of TRUSSES. THIS DEST63 CONFORMS WITH APPLICABLE PROP ISIOHS Of NDS (MAT AT,DESIGN SP(CIrICATIOtl POBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CODH[CTORS ARE MAGE Of 206, ASTM ,653 61110 GALT. STEEL. EXCEPT AS ROTED. APPLY CONNECTORS TO EACH FACE OF TRUSS- AND UNLESS OTHERYISE LOCATED ON THIS DESIGN. POSITION CON NECT00.3 PEN 00.ANING1 160 A -I. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL EM61N[ERIN6 RESFONSINILITY SOLELY FOR THE TRUSS COMPONENT DES[6tl SHOYtl. Te[ SUITABILITY AND USE OF THIS CONf011T FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. �(1fESS►p,�l� >iN" F � B (Ai1� * * t TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 33.0 PSF REF R427--14440 DATE 02/18/00 , DRW CAUSR427 00049018 CA -ENG RDW/CWC 1 SEON - 4420 DUR.FAC. 1.25_ FROM ED "SPACING 24.0° i This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor, licensed contractor erector or erection contractor) to properivreceive, unload, store, handle, install ana brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition ztw=iere failure to follow instructions or heed warn - ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failuretofollow instructions could result in severe personal injury or damage to structures. TRUSS"PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Ir stitute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information conta ned herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of tee publisher. Printec in the United States of America. CAJTION: Alltemporary bracing should ke no less that 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ,TRUSS° STOR 4GE ; CAUTION: should rot . .= 1 = ►edamage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright:unless properly braced. Do not break bands until bundles are placed in a stable horizontalposition._ DANGER: Walking on trusses which are lysing flat ? is extremely dangerous and should be strictly prohibited. Frame 1 Diagonal brace also required . end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins :are attached to the topside of the top chord. PLUMB I Truss D th 2� /ess 7 L -4e 12 -� 3 or9- greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace ------ Required 10° or Greater Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ep I D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line i 12" 1 Up to 24' 1 3/12 8' 17 12 2' 36" Over 24'- 42' 1 /12 7' 1 10 6 4' 60" Over 42' - 54' 1 3/12 1 6' 1 6 4 6' 84" Over 54' 1 See a registered professional engineer 2" DF - Douglas Fir -Larch 108" 1 SP - Southern Pine 9' HF - Hem -Fir SPF - Spruce -Pine -Fir ti oO� � 11 ell5 'CJyC641 Diagonal brace also required . end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins :are attached to the topside of the top chord. PLUMB I Truss D th 2� /ess 7 L -4e 12 -� 3 or9- greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace ------ Required 10° or Greater Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ep I D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line i 12" 1 1/4" 1 ' 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96 1 2" 8, 108" 1 2" 9' L(in) L(In) U200 L(ft) 50" 1 4" 4.2' 100" 12" a.3' 150" 3/4" 12.5' L(in) Lesser of 0200 or 2" L(in) U200 L(ft) 200" 11" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 I'AWARNING: Do not attach cables, chains, or hooks to the web members. /610* 60° ess or less a Tag Approximately Approximately Tag Line YZ truss length Yz truss length Line Truss spans less than 30'. Liftii SpreaderBar \ Toe In Approximately Yz to Yi truss length Less than or equal to 60' Spreader Bar l JICAL � I AT;ION the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, To In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar Tag /Line Tag Line Strongback/ SpreaderBar Toe In Toe In At or above mid -height Approximately 'h to Y'a truss len th Less than or equal to 60' Tag Tag Line Line 10' Approximately Yi to a/4 truss length Greater than 60' 10' 1 10' Yi to a/, truss length Greater than 60' 17 truss of arouD of trn G%�TopChor Plan End V I all S1 BlockingGround Bra:-eVerlicals (My) d . /III►/.\.)IL'��II�`% Ground brace vertical (GBy) J brace1st "r' of lateral (LB� ou a of trusses A d- lateral (LGrol. uce Ground b - e / -End br ce (Et:) als Note: 2^d r system shall have adeq a capacity to support ground races. strut Backup (5T) 2^d floor ground stake Driven Typical horizontal tie member with iOf floor ground stakes multiple stakes (HT) ACAUTION: Ground bracing required for all installations. Q Frame 2 CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. 17 truss of arouD of trn G%�TopChor Plan End V I all S1 BlockingGround Bra:-eVerlicals (My) d . /III►/.\.)IL'��II�`% Ground brace vertical (GBy) J brace1st "r' of lateral (LB� ou a of trusses A d- lateral (LGrol. uce Ground b - e / -End br ce (Et:) als Note: 2^d r system shall have adeq a capacity to support ground races. strut Backup (5T) 2^d floor ground stake Driven Typical horizontal tie member with iOf floor ground stakes multiple stakes (HT) ACAUTION: Ground bracing required for all installations. Q Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals aWessential fo stability and must be duplicate both ends of the truss system. AWARNING: Failureto,followthese recommendations could result in A severe personal Injury or damage.to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins j are attached to the topside of the top chord. j All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system.` x450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD'.. TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) SPAN DEPTH SPACING(LBs) #trusses SPF/H:F ,! Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 1 4 Over 48'- 60' 48" 5' 4 1 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals aWessential fo stability and must be duplicate both ends of the truss system. AWARNING: Failureto,followthese recommendations could result in A severe personal Injury or damage.to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins j are attached to the topside of the top chord. j All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system.` x450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can buckle togetherandcause collapse iftheralanodiago- nal bracing. Diagonal bracing should be nailed it to the underside of the top chord when purlins P are attached to the topside of the top chord. =4e 11 Over 32'- 48' 1 4/12 16'1 10 1 7 11 Over 48' - 60' 1 4/12 1 5' 1 6 14 Over 60' See a registered professional engineer �l DF - Douglas Fir -Larch SP -Southern Pine uc _ ue..._co. cne �...._ er__ re- i i Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. —� 10' or Greater Attachment Required o<Ness 32 / WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace y5 Q� All lateral braces Required nal bracing. Diagonal bracing should be nailed lapped at least 2 �— trusses. 10' or Greater Attquiredt /_4 Required � 0 ?e. Frame 3 , !;1- ett�,12114 9* 0 a�0� C°ry Top chorda that are laterally braced can buckle y5 Q� togetherandeausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. x 12 --j 4�r greater Up to 32' 1 4/12 15 20 15 Over 32' - 48' 1 4/12 15' 10 1 7 Over 48'- 60' 4/12 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir i SSPsCe� O� 0 L�5 .Bottom chord diagonal bracing repeated at each end of the building and at same ,spacing as top chord diagonal bracing. -- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. LONGFELLOW LUMBER. CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: G cx&.., S e AP#: irum R��: r Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECTION AGENCY!, Timber Products I c on, c. P.O. Box 20455 Portland, OR 97220 Q q_1g03(503) 254-0204 (REPAiR:HORN-GREG PEITZ / HORN RES. T7 TSC MONO HIPS 10'SB) REPAIR TRUSS FOR MISSING PLATE ,REPAIR PROCEDURE ----------------------- --------------------------------------- `'1).SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. ,,.-;2) ADO.TRUSS-SECTIOIN-TO ONE FACE OF TRUSS. I(TS)PRE-PLATED TRUSS SECTION (REFER TO SOLID LINES) ATTACH TRUSS SECTION TO ONE FACE WITH 0.148"X3.000 NAILS SPACED AT 3. O:C. THROUGHOUT-EACH,MEMBER.- CIRCLED-NUMBERS.REPRESENT d' THE MINIMUM NUMBER OF NAILS REQUIRED IN THE_INDICATED AREA. TRUSS.SECTION LUMBER TOP CHORD 2x6 OF -L #1, BOT CHORD 2x4 OF -L #1% WEBS 2x4 DF -L Standard (TS) W6X8 a 45 W3X8la 45 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. NOTE: SEE DRAWING CAUSR427 99141005 .FOR LUMBER., PLATES, AND 4— - OTHER DATA NOT SHOWN HERE. AFTER COMPLETION' OF REPAIRS, TRUSSES MUST OC INSPECTED BY THE I TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS.. - EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND -MEET REQUIREMENTS OF 1994 UBC SECTION 2311.3.3. W2.5X4�----------------------------- 6 5-0-4 a HS616� W1^3 3 -___________ 5X4 W 45 45 W1—X4 W 8-0-0 :w .z C-=) 1 9-11-9--i z 12.0-0 I F p1 10-0-7 25-11-9 10-0-09-8-8 16-3-8 DEPARW 36-0-0 Over 2 Supports J I ED R-1718 W-3.5" R=1997 � R=1997 d PLT TYP. High Strength.Wave TPI -95\R Design Criteria: TPI STD 19 CA - 1 - - F Scale =.1875" Ft. "WARNIMG•• TRUSSES REQUIRE EXTREME CARE IR FABRICATION. HANOI, 180, SNIPPING, INSTALLING APD C=:) eepFESS ,� BRACING. REFER TO 110.91 (HANDLING IRSTALLIN8 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 16.0 PSF REF R427--95300 �c C=:) INSTITUTE. 583 D'OIOFRIO DR.. SUITE 200• MADISON. WE 53719). HE SAFETY PRACTICES PRIOR TO p PERfol "' TN[SE /OlCTI0N3. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 02/09/00 C113 STRUCTURAL PARR S. :C TOM CMORO StlAll HAVE A PRODf0.lT AT7ACNf0 RIGID CEILING. ••IMPORTANT— FURNISH A COPT OF TNI$ OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BCi DL 7.0 PSF DRW CAUSR427 00040014 C7j PRODUCTS. INC. SHALL lot BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD INE TRUSSES 11 COIFOAMANCE WIIN TPI; OR 1.ICATIN6, HANDLING. SNIPPING. INSTALLING AND B C L L 0.0 PSF CA -ENG A E B / C W C A L P I N E BRACING OF TR Of SES. THIS )ES IGR CONF04MS WITH APPLICABLE PROVISIONS OF NDS (MATIONAI DESIGN W SPEC IIICl7101 ►OBIIfMEO BY THE AMIRICAN FOREST A80 PAPf0. ASSOCIATION) AND TPI. ALF YE w CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALT. STEEL. EXCEPT AS NOTED. AFPLT CONNECT04S TO * * TOT. LD. 33.0 PSF SEON - 13623 C.- EACH FACE OF TRUSS, AND UNLESS OTNEINISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIOBAL ENGINEERING D U R . FAC . 1.25 FROM KD RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TIE SUITABILITY AND USE OF THIS /� Alpine ,*rt aed P1»dLlga, TDO. CONDONE AT f0R ANY THE BOIlDI1G IS THE RESPONSIBILITY OF TIE BUILDING DESIGNER. Ft, PER C n SNae =tgCA95828 ANSI/T►1 1.1995 SECTION 2. SPACING 24.0 oil LONGFELLOW LUMBER CO. INC* ■ Quality- Truss . Design. ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112.9 FAX (530) 893-0140 Customer: Address AP#: 89 Loren Avenue Chico, CA 95928-7434 r, Job No: /eC�py Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116. r� Timber Products Insp P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LON(vF LLo' w LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800)678-0112 (530) 893-0112 - FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut," notch or drill chords or webs of trusses. bearing and connection details. . (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install -roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units,. solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. 1� INS NOTE: SEE DRAWING DRININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. jTRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND •BRACING.. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORE) SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM . CHORD WITH PROPERLY ATTACHED CEILING. CD103 (A) IX4 83 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. *ANY OF.THE BELOW MENTIONED BRAZING TYPES MAY BE SUBSTITUTEDII 2X4 'T'.BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L' BRACE. SAME RRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BAACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE SAME SIZE. GRACE AND LENGTH AS WEB MEMBER. ATTACH WITk 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR.. a SEE ORIGINAL DESIGN FOR PROPER.0EMENSION9 -Z>=TA I L —A L If I Ilt t5luN uull Liuu V 17,le SCALE - 0,1875 NNIMPORTANTW1t4EPEN+e E1N:1r1EElEE PbE1xrT� t1C• . IOLL 401 K t41P014181E ran AIV WARNING1°'J"° 1fdul"t tEEw.NIc cau lE aA1Q1'G. EAECr1O11 AGE Osj� �'/� f� TC LL 30.0 PSF REF 8992--42293 v G v o 0 p d d 01111110E rM4 110E 001611 fit THEM &PIZEFICAIIOO. 04 AIV r4Item is GUILD M 113038 10 EOIrORWIM 11191109189 tt FPI. trACVRl. SEC 1113-91 0/ IPI. EEE THIS 0ES0Y 14111/9711101AL SPICIAL FE0E10E1n BPACIUO -1y�• . �' '' y TC OL MO PSF DATE - 06/28/93 c C= [� v h►114 90'"CIOUS AN 11AK Or IM WLY. STEEL WCTIW 191N at SUIR FAMS. roues OtMIGIISE nntatAo. FOP " PC OL !3..0 PSF ORN CD103 C7 o C7 G c=3 ALPIN O A4E CA E Slur[ AS NOIEO._ im t LO/4LtWS TO EACE rACt OF. rOM PA d4tFS 011E/NIST LOCAIEO Of 11113 DEStt+l POSITION 04:0 SIYLL Q LATER ALLT OEACEO 111M 1WN1,tP LY 4111040 PLY40M JIEAI IIAO. Marc" C/AWE NO.: ��.P► � 63D91 * BC LL E).0 PSF -ENG FMR 1t/ p � 0011ECIOOS PCA CM11DIJS In 169 C 16EA-F. OESTQI ST/rE)APDS 111TH P1gPEitt AITAIAtO P1610 CEILIIC -- KE * TOT'. LD. 50.0 PSF C' TRUSS v it « IN[$ 00w ASF = TO FOE m+r u : 0.1;Gm11,0` 1t. VVI111310i Alert �% CIV o C=1 � [� [� [7 G C.42VIT DEPICTED WE W OLY, lN0 PALL IOf 0E IELIEO 01301 1111 Atlt OIrER1 all L --IPI . IPJSS KATE InSlITOIF- rm . 1221 1111Ia14 nril— Or 1111;2 tEAIOt f0 THE iPUti EA•E[Tl E)1 C017TNCi0A. S wrlsl uleu sro .nnn rv.mrorrrnu orf r JOUR. Q�CAtU FAC. QOAnt►IA 1 . 15 , 9d A' 11(1155 RRACINf/RIOCKIH(i II(IAII. IilIS I)MG mm,Anu) (ROH CUIII'U1(R Illrul (LUAUS A 11111(NSIONS) SUB11111(0 By IRUSS 1t(R. TRUSS BRACING/BLOCKING VETAIL (AT 61.140IIT) NOTE: BRACING DESIGNED TO STABILIZE 1RUSSES..AND NAS NOT BEEN DESIGNED TO RESIST LATERAL RIEAR LOADS (A) 2X4 13 HEN* FIR OR BETTER CONnIJ000S LATERAL BRACING 10 BE EQUALLY SPACED. ATTACH WI111 (2)16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOM EIJDS TO A SUITABLE SUPPORT DY ERECTION CONTRACTOR. (N) HEIGHT OF TRUSS AT SUPPORT. 1. w ING SECTION S -S TRUSS (0) 2X4 II.F. 13 OR BETTER DIAGONAL BRACE. APPLY IR PAIRS AT 16-0-0(T) - TRUSSES D.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOWN. (P) SHEATHING BRACE MAY BE LOCATED ON EIT1IER FACE OF VERTICAL. APPLIED 70 TOP CIIORD. (L) LOADS AS INDICATED ON TRUSS DESIGN. (14) IF TRUSS IIEIGIIT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (DB) BLOCKING TO BOTTOM. arm OVER SUPPORT, 6 APPROX. 45' II.F. 13 OR BETTER 2X SIZE OF DOTTOM alORD. PLT TYP. Have TPI -95 Design Criteria: TPI-95(STD 18.2c3 CA/ -/I/` -/./R/ - O "WARNING" PAROLING. SNIFFING. INSTALLING AND O O O IIFSSIf IIOOIAI IAIR(MI CAME 11 FAIRICAII ON. 0 i�siMiiiMotoloiiofoN.(lsuI'll 100. MADISON.AND Y1 PUILISHIC IpI F(AFOIM110 1NISI FVN[IIONf. UIIIfS t two �y TC LL REF . 11 4 2 7 O O1N(MYISI INDICAIIO. IOP CHORD SNAIL NAP( IAOPtALT AIIACN(D O SIAVCIUAAL PARIS%, 10TIOM CMOND SNAtt NAY( A PROPERLY AIIACNIO 111010 CI(l UG• "Q4.� /Y�,a c TC DL DATE .1/12/94 '-IMPOATANI-- Fgas IfR A COPT OF IRIS DESIGN t0 INT INSIAttAIION CONTRACTOR. Al►IN( (NOINE(R(D ti y D C D L 1 IIOD1CIf, I1C. $NAIL 101 1I RESPONSIVE EOR AMT Of'I'At 101 Fa ON IBIS OISION; ANY FAISON( 10 o LPINE o IDIlO IMI IR N%!If IN COLT OIMANCI 11110 I►1; 01 FAINICAIING. MANGLING. .3 LL Z�TRU SNIFFING, INSIAILAIION OR IIAC110 OF 11PffIf. IMI% DESIGN CONFORMS YIIM AFFLICANt( PROVISIONS OF NOS (RAIIOAAI DESIGN 6��I * TSp CC SPICIFICAIIOR FUltISNIO 1t IN( AMERICAN FOAISI AND PAPA ASSOCIA1101) AND IFI. ALPINE 101(o. APPLY (►IA11f SO COA1J IJ (ACNEFACESOFI1NPSft All "Al(fSOr 106A T01NIAY1SIM A613 StOCAtlo CAST. (INIfED[fIGNSCIPI A%►OS1110N * p 41l`\' TOT.LD. DRW 3,048,634 � ON1 CONIICIOAf 0 � 0 1ulnos n1. Ifo Aro Ito A•F. AR uauurI HAL 0. TNI%'HAYING Al Fl 1(! OMIT Io INE o1s1oN OQ� l�rf Of C��\� DU R .FAC . CA ENG / CWC aP INuosI OIPICI(0 Nut AND %iiA1t 001 R( 1(tltO UPON 11 ANY OINIR NAY. SPACING SEE ABOVE TFIIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFA. n TRUSS PROFILE w/ 24- D.C. FURRING ` TRUSS PROFILE WITH 40" D.C. FURRING 0 BUILT-IN CRIPPLES BUILT-IN CRIPPLES (REMAINS IN PLANE - � (REMAINS 1N PLANE WITH TRUSS) � WITH TRUSS) C° (D) TYP. 96 HIP WITH FUR I -PLY 06 HIP CHORD EXIENSIDN I -PLY 115 HIP WITH FUR, I -PLY (D) TYP. /� �� Y5 HIP WITH FUR, I -PLY N4 tI1P WITH FUR I -PLY �&4 HIP CHORD EXTENSION (-PLY SETBACK 13 FIIP '.'IT! I FUR I-PLYSETBACK� q3 HIP WITH FUR I -PLY 92 HIP W111-1 FUR I -PLY r j Y2 HIP CHORD EXTENSION I -PLY IDICl1it1 111 (IIP GIRDER MAY (D) (D) (B) (B) (D) (8 #1 HIP GIRDER HAY Q 5/ BE MULTIPLEMEMDER 11 _ F — / BE MULTIPLEMEMBER (8) PUP.LINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACING (CONTINUOUS 2X4) v APPLIED TO TOPSIDE OF FLAT TOP (D) CRIPPLES SPACED 24' D.C. TYP. CHORD BY ERECTION CONIRACIOR (0) FURRING 6 FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE #I HIP I MAY DE I JACK RAFTER RIGID CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o �ALPINE� — 0 0 TRUSS o 0 L� cm O O C1 1"_m JACK RAFTER. (8) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACING (CONTINUOUS 2X4) v APPLIED 10 TOPSIDE OF FLAT TOP (D) CRIPPLES SPACED 48' U.C. TYP. CHDP.O BY ERECTION CONTRACTOR (0) FURRING 6 FLAT TC '(SEE BRACING DETAIL) . SAME SIZE AND SPECIES AS DESIGN. s NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER, CRITERIA NOT SHOWN HERE. PERMANENT BRACING DETAIL - SECTION A -A START OF TOP CHORD FLAT TOP CHORD PURLINSSTART OF THE TOP CHORD EXTENSION (TYPICAL) (CONTINUOUS EXTENSION ( SLOPING TO FLAT) /(CONTINUOUS)/ ( SLOPING TO FLAT) NI HIP, REFER. T ORIGINAL DP.AWIN FOR MORE INFORM s SE ROOF SHEATHING JACK RAFTER, L PERMANFNI OIAGUNALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT API'RUXIMATELY 20' INTERVALS.OP. LESS THEREAFTER AND AT END BAY. (I)t NOTE: PERMANENT DIAGONAL BRACING NAILED TO UNDERSIDE DF FLAT 10P CHORD PREVENTS LATERAL MOVEMENT OF TOP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON END'JACKS, AND JACKS ARE PROPERLY AITACHEO (SEE DETAIL) 10 #1 (IIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT #1 HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS -STILL P.EUIIIREU,) **IMPORTANT*W `�ALLENOT BE RESPONSRIBLE FOR ANY WARNING�N"6HANDLEINNGG. ERECTION EXTREME RARE AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR A14Y BRACING. SEE HID -91 BY IPI. SEE THIS DESIGN 4 FAILURE TO BUILD IME TRUSS IN CONFORMANCE WITH 9SIBS BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE y ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. 70P W A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER oil TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOIIUM CMDnD CONNECTORS PER DRAWINGS 130. 100 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE CONFORM N/APPLICABLE PROVISIONS OF NOS 6 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 Fan PROPER SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUIINISH A COPY OF 11115 IN OKI.AND SHALL NOT BE RELIED (PUN IN ANY OVER WAY. I DESIGN 10 111E TRUSS ERECTION CDNIRACIDR. •- NPT - IRIISS PIAIE INSIITUIE. NDS - 1971 NAIIOHIAI DESIGN( SPECIFICATTUII FOR WOOD CONSMUCTIO11 TC LL TC DL EIC OL EIC LL TOT.LD. * « +► * * PSF PSF PSF PSF PSF REF R427 - DATE 04 DRW come CA -ENG PEI DUR.FAC. SPACING .1 N a 00 co -b. 0 z (HORN -GREG PEITZ / HORN RES - T1 HIPSET 6' TOP CHORD 2x4 DF -L #1 :72 2x4 DF -L #13Bet.: BOT CHORD 2x4 DF -L #1 WEBS 20 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CDI10. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W3X 1 W4X6® W3X10im THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W4X4a W4X6-* W.L. ;)A-# W Vic. . JA•ro ••�^�— HS2512 m L.2-0-O.J T� W3X10(B3) E3 1- 6-0-7 _I_ 14-7-1 I 5-8-8 i 26-4-0 Over 2 Supports R-1895 W-3.5' R-1779 W23.5• Q; PLT TYP. High Stren I rn rn "' ALPINE AW- Eng Pfod=b. be- -95 Criteria: 1RACIN6. 4IfFA TO MID -01 (HANDL pG 1NSTAl L1IB AMDBRACle6), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONDFRI. W. MITE 900. MADISON. NI 5371N). FOR SAFETY PRACTICES PRIOR TO PEIf01Ml#G THESE F0ICT10NS. UNLESS OTNERNISE INDICATED. TOP CHORD SHALL RAVE FRO►EILY ATTACHED S7IMAL PANELS. BOTTOM CROWD SHALL HAVE A PROPERLY ATIACNID RIGID CEILING. 'IMPORTANT-- FUINISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FON ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 01 FABRICATING, HANDLING. SHIPPING. INSTALLING AND BIACIN6 OFTRUSSES. THIS DESIGN CON►ORRS WITH APPLICABLE PROVISIONS Of 403 (NATIONAL DESIGN SPIC IFICAT104 P11BL1 SNTO BT TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AIf INE COOECT04S ARE MADE Of 90G ASTM A653 6440 BALI. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FAC[ Of TRUSS, AND RIL(SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER .RAYING; l60 A•1. THE SEAL ON THIS OWING INDICATES ACCEPTANCE OF PROFESSIONAL IIGINECRIM6 NESPOISIBILITY SOLELY FOR TNI TRUSS COMPONENT 015169 SHOWN. TNI SUITABILITY AID USE Of THIS COMPONENT FOR ANY PARTICILAI OULLDING 13 THE RESPONSIBILITY OF INE BUILDING OISIGIIR, PER ANSIFTPI R•I095 SECTION I. ..8-0-0 Scale-.250/Ft. REF R427--68174 DATE 05/20/99 O R W CAUSR427 99140077 CA -ENG AEB/GWH SEON - 12719 FROM KD nJAVm CA - 1 - - - F w TC LL TC LL 16.0 16.0 PSF PSF TC DL 10.0 PSF May 21 19 BC OL 7.0 PSF Via 8 5 BC LL 0.0 PSF ,r TOT.LD. 33.0 PSF CM1. DUR.FAC. 1.25 SPACING 24.0" Scale-.250/Ft. REF R427--68174 DATE 05/20/99 O R W CAUSR427 99140077 CA -ENG AEB/GWH SEON - 12719 FROM KD nJAVm Inu"N-u"tts rtIIL / HUHN KES - TZ HIP GIRD) TOP CHORD 2x4 DF -L #18Bet. :T2 2x6 DF -L #2: BOT CHORD.2x8 OF -L SS WEBS 2x4 DF -;L Standard :W5, W9 2x4 DF -L #1: :Rt Wedge 2x4 DF -L Standard::Lt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS28. SEE CATALOG C-PT99. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 2728 LB Conc. Load at 6.00 BC - 2055 LB Conc. Load at 8.00 BC - 2055 LB Conc. Load at 10.00 BC - 2055 LB Conc. Load at 12.00 BC - 1413 LB Conc. Load at 14.00 BC - 1413 LB Conc. Load at 16.00 BC - 1413 LB Conc. Load at 18.00 H5814(R) BC - 1413 LB Conc. Load it 20.00 BC 1175 LB Conc. Load at 22.00 BC - 1175 LB Conc. Load at 24.00 W5X8 0 W2.5X40 10 PSF BC LIVE LOAD PER UBC. 6 r W5 W7X6(C9) m THIS DUG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nalls) TOP CHORD: 1 ROW G 12" o.c. BOT CHORD: 1 ROW 0 3" o.c. WEBS : I.ROW 0 4• o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID. SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nat1s BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 15" 24 1 26.042' 1 17" 27 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES, SIZE 8 GRADE AS CHORD. W3X8a. W5X14s W9 12(C9) E9 W1.5X4 N WBX8e W7X8= W2X40 W7X6(R) M HS514Ea �-0\ W6X4(R) 0 \-16 W3X4-ZP W7X6(C9) = 8-0-0 W6X6= W4X4 mW4X12 (C9) Es L 11-8-13 1 3-4-4 1 11-2-14 1 ` k- R-9533 W�3.5' 26-4-0 Over 2 Supports �►� y_r R-9204 W-3.5- High Str�en th,Wave TPI -95 Design Criteria: TPI STD CA - 1 - - F Scala,- 25" Ft • ALPINE NPI00 E71 % .c1►9sazs "WARNING -TRUSSES REQUIRE EXTREME CARE 14 FABRICATION, BANKING, SHIPPING, INSTALLING AND RNACI10. N,Fla.TD 8I0•91 (HANDLING INSTALLING AND BAACIN6). PUBLISHED BY 7PI (MUSS PLATE INSTITUTE, set D?040FRI0 ON.. SUIT[ EDU. MADISON. 91 53719). FOR SAFETY FAACTICES PRISM TO PERFORMING TN[S[ F41CTXON3. UNLESS O7NEAWISE INDICATED, TOP CHORD SMALL NATE PROPERLY ATTACKED STRUCTURAL FAIIL3. BOTTOM CHORD SHALL NAVE A PROPEALY ATTACKED RIGID CEILING. ••IMPORTANT- FURBISH A COPY OF THIS DESIGN 70 TAE INSTALLATION CONTRACTCA. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION P4011 THIS DESIGN: ANY FAILURE 70 BUILD 7RE TRUSSES IR CONFOAHANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND Blazed OF TOO$$,,. THIS OE326R COMfORHS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL 013164 PICIFICATION PUBLISHED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND III. ALFIBF CONNECTORS ASE RADE Of TOGA AST" A653 0440 QALY. REEL. EXCEPT AS NREM. APPLY COtltlECTORf TO EACH FACE Of TRUSS, AND UNLESS RNEANISE LOCATED ON TNIS DESIGN. POSIT108 COINEITIll PE0. DRAWINGS NSI 160 A•2, TME SEAL ON TRIS DRAWING INDICATES $H MOC[O. . THE Of TABILITIOAID E4l1NEERI1S COMPOA[RILITY f08AAILELY PARTICULARIBUILOIBBUSS OIfOTNETRESPO�f(B RESPONSIBILITY Of 7tlE BUILDIi61TY 0ES GA(lf[POiR THIS ANSI M1 1•1915 SECTION 2. apyy� TC LL 16.0 PSF T C OL 1 0.0 PSF May 21 99 BC OL 7.D PSF a 6 8C LL 0.0 PSF * TOT. LD. 33.0 PSF C�V11. D UR , FAC. 1.25 OF SPACING 24.0' REF R427--68778 DATE 05/21/99 DRW CAUSR427 99141013 CA -ENG AEB/GWH SON - 13699 F ROM KD m cc 0 z (HORN -GREG PEITZ / HORN RES . T3 HIP GIRD TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L $2: BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS (ON #1 HIP ONLY) -----(LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) BC - 1136 LB Conc. Load at 2.00, 4.00, 6.00, 8.00, 10.00 12.00, 14.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. RECOMMENDED CONNECTION FOR 36-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" O.C.: SIMPSON LUS28. SEE SIMPSON CATALOG C-98. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) 2 Complete Trusses Required NAILING.SCHEDULE: (0.131x3.0_g_na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 3" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 0 BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** #1 HIP SUPPORTS 4- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0. OC. EXTEND SLOPI.NG TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.50 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 4-11- 6 OC. C/3� W5X8,o W3X10® W5X8@ T2 6(— —16 ' A O Pr. a A x R-0-0 z W6X4(R) Ill W6X4W W6X4(R) 1H W4X12(B3) ® W4X12(B3) cs z w << 4-0-7 I_ 7-5-1 3-6-8 I �, _I_ 16.0 PSF Q TC DL 10.0 PSF DATE 05/21/99 15-0-0 Over 2 Support 7.0 PSF I R-4461 W-3.5" 'R-5012-WZ3:5" CA -ENG AEB/GWH TOT.LD. 33.0 PSF co DUR.FAC. 1.25 FROM KD Q; PLT TYP. Wave TPI -95 R Design Criteria: TPI STD *NARNING** TROSSES NEOBIRE IATRIME CARE It FABRICATION, 1ANOLING. SNIPPING. INSTALLING AND •GRACING. ' I CT CT RE►EN TO HIB -91 (HANDLING INSTALLING ARD BRACING), PUBL15HED 61 TPI (TRUSS PLATE IRST ITUTl. AB3 D'ONOFRIO DR.. SPITE 20D. MAO"" NI 531101, fON 'AFETT PRACTICES PRIOR TD P[A►ORNINS THESE FONCTIONS. UNLESS DYNERNISE IHOICATEO. TO► CHORD SNAIL RAZE PROPERLY ATTACHED CT STRUCTURAL PARELS, BOTTOM CHORD SHALL HAVE A PROPERLT ATTACNID RIGID CEILING. May 21 99 —IMPORTANT** fURNISN A COPY OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SRALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIBR: ART FAILURE TO N0. O6 C%.3 A L P I N E BUILD THE TRUSSES 11 CONFORNANCE NIT- TPI: OR fABRICATIRG. HANDLING. SHIPPIRG. INSTALLING AND BRACING Of TRUSSES. THIS VISION CONFORMS WITH APPLICABLE PROVISIONS Of ADS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ABU PAPER ASSOCIATION) AAD 7P1. ALPINE Al Ila � �NSB� CA 9 �'' C01AECtORS ARE MADE OF 206A ASTM A653 8140 GALV. STEEL. 210E►T AS NOTED APPLY CONNECTORS 70 EACH FACE Of TROSS. AND UNLESS OTHERWISE LOCATED 01 TNIS DESIGN. POSITION CONNECTORS PER ONANIDU 160 A•1. THE SEAL 01 TRIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENSINEINI11 REpORSEBILIYY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS CON►OALRT FOR A1T PAITICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/T►i 1.1095 SECTIO- J. LS�� �{�I .4 CIM or j3 w v.' CA/- 11-/-/-/F Scale -.375" Ft. TC LL 16.0 PSF REF R427--68779 TC DL 10.0 PSF DATE 05/21/99 BC OL 7.0 PSF DRW CAUSR427 99141014 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEQN - 13704 DUR.FAC. 1.25 FROM KD SPACING 24.0' (HORN -GREG PEITZ / HORN RES - T4 HIPMASTER 6 -SB TOP CHORD 2x4 DF -L J1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00° OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIO -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X88 W3X8im W4X48 W3X8s W3X10 (B3) = W1.SX4 B a+.Y= W3X10(B3) m TN � 8-0-0 L,.2-0-0-;.) L- 6-0-7 I 12-11-1 I 5-8-8 I 1-6 24-8-0 Over 2 Supports R-1768 W-3.5• R-1651 W-3.5• Q; PLT TYP. High Stren th Wave TPI -95 R Des1 n Criteria: TPI S1 "URNING" T1ISSIS REQUIRE INTIFHI CARE 11 FABRICATION, HANDLIRG. SHIPPING, INSTALLING AND CD SRACISG. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83O'ONOF110 OR.. SO ITE 200, MADISON, VI $3719), 709 SAFETY PRACTICES PRIOR TO CT ►ERFORAISO THESE FUNCTIONS. UNLESS OTHERWISE 110ICATED, TOP CNORD SHALL HAVE PROPEALT ATTACHED $71UCTOAAL PANELS, BOTTOM CRORD SHALL WE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT" FURNISH A COPT OF THIS DESIGN TO TNI INSTALLATION CONTRACTOR. ALPINE ENGINEERED _ PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM T11S DESIGN: ANY 1AILORE TO ALPINE 8U110 IN TRUSSES 11 CONFOANANCE WITH TPI; OR FABRICATING. NASOLING, SHIPPING. INSTALLING MD N BRAC119 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �- SPECI"CATI02 PUBLISHED 91 ill MEXICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONIICTONS ARE MADE OF 206A ASTR A6$3 ORAD 6ALV. STEEL. EXCEPT AS NOTIO. APPLY CON111CTO1S TO EACH/ACE OF IN USA. Alm Ul/tt% OTHERWISE LOCATID 01 TOTS DESISN, POSITION CONNECTOAS PEA DRANI IGS 160 A -I. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IAlpino ...L D...w 1EmL OM RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SORABILITT AND USE OF TRIS Sa®amOD CA 95828 CONPONEIT FOA MY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 811LOING DESIGNER. PER ARS T/TPI 1.1POS SECTION Z. �OLp yy N �q May 21 .99� b 005 * C/ViL- 1:_ � L.i► - � TC LL TC DL BC DL BC LL TOT.LD. - - F 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF Scale -.25 Ft. REF 8427--68782 DATE 05/21/99 DRW CAUSR427 99141003 CA -ENG AEB/GWH I SEON - 12733 DUR. FAC. 1.25 FROM KD SPACING 24.00 00 Co c3 z (HORN -GREG PEITZ / HORN RES - T5 HIP GIRD ) TOP CHORD 2x4 DF -L #16Bet. :T2 2x6 DF -L SS: BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard :WS, W13 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 2717 LB Conc. Load at 6.00 BC 2046 LB Conc. Load at 8.00 BC - 1998 LB Conc. Load at 10.00, 12.00 BC - 1413 LB Conc. Load at 14.00, 16.00. 18.00,'20.00 BC - 1175 LB Conc. Load at 22.00, 24.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS28. SEE CATALOG C-98 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00. OC W5X1210 W2.5X4 e W2.5X4 -0 " W3X8 (0) �+ W3X8 (A3). . I I I g W1. 5X4 N W7X6(R) Y W2.SX4 in HS514 THIS DWG PREPARED FRDH CDMPUTFR INPUT IlosnS A nIMFNClnuct cURMITTrn RV TRUCV: MER 3 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_9_na11s) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: I ROW @ 3' o.c. WEBS : 1 ROW @ 4' o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS iN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nalls BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 24.375' 1 12' 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 8 GRADE AS CHORD. 10 PSF BC -LIVE LOAD PER UBC. W4X4(R) N W4X4(R) nl W3X8= W5X125 W2 5X45 ---1 6 W2.5X4 5 W3X8(A3) W3X8(A3) 11 . _ u A-0-0 W5X4o W4X4 N W4X4 (R) N W2. 5X4 o W7X6(R) N W1.5X4I Ls7 L.2 -0-0.J Y� << 7-9-3 _1 9-7-9 I 7-3-4 /. > fE _ 24-8-0 Over 2 Supports I -R-8472 2 W-3 51 �R-10021 W -3.5-' a Q; PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: TPI 51 ••YARN IDG`'• TRESSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SHIPPING. TOSTALIING AND I MACIAS. REFER TD via -91 (SANDLING INSTALIING AND ORACIRG). PURIISNED BY TPI (TRUSS PLATE 4TIISTIiUTE. SOS D'ONOFAIO DR.. SUITE E00. MADISON, WE 63710). FOR SAFETY PRACTICES PRIOR TO CT 1ERFORNIRO iYESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL HAVE PROPIRIT ATTACHED OT STRUCTRAL PANELS. BOTTOM CIORD SMALL GAVE A PRO►ERIY ATTACN[D RIGID CEILING. ^' ••INPORTANT— FURRISN A CD►T. OF THIS DES1 GO TO THE [OSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. RIC. SNAIL MOT Of RESPONSIBLE FOR ANY DEVIATION FROM TOSS DESIGN: ANY FAILURE TO A L P I N E OUILD TRE TRUSSES 11 COIFOAMANCE KITH TPI; 01 FABRICATING, NANOLING, SHIPPING, INSTALLING AND CV BRACING 0► TROSSfi. iMi! DE 11. CONFORM$ W.T. APPLICABLE PROVISIONS OF HAS (NATIONAL DESIGN SPECIFICATION PUBLISHED BT TME AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 200A ASTM ABfS GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY COORECTORS TO EACH ►ACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORNECTORS PER OMA1f1AS 160 AN 1 . THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I ♦I..:..s pI%,dOCE,JW RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEAT DESIBX SHOWN. TME SOITAMELITY AND USE OF THIS &=&ACalw CA 95828 CANTOREI7 FOR AIF PARTICULAR BUILDING ES THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1905 SECTION 2. L.a 1 -.111- - I - r w FAA I FAA i I ---1 6 W2.5X4 5 W3X8(A3) W3X8(A3) 11 . _ u A-0-0 W5X4o W4X4 N W4X4 (R) N W2. 5X4 o W7X6(R) N W1.5X4I Ls7 L.2 -0-0.J Y� << 7-9-3 _1 9-7-9 I 7-3-4 /. > fE _ 24-8-0 Over 2 Supports I -R-8472 2 W-3 51 �R-10021 W -3.5-' a Q; PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: TPI 51 ••YARN IDG`'• TRESSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SHIPPING. TOSTALIING AND I MACIAS. REFER TD via -91 (SANDLING INSTALIING AND ORACIRG). PURIISNED BY TPI (TRUSS PLATE 4TIISTIiUTE. SOS D'ONOFAIO DR.. SUITE E00. MADISON, WE 63710). FOR SAFETY PRACTICES PRIOR TO CT 1ERFORNIRO iYESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL HAVE PROPIRIT ATTACHED OT STRUCTRAL PANELS. BOTTOM CIORD SMALL GAVE A PRO►ERIY ATTACN[D RIGID CEILING. ^' ••INPORTANT— FURRISN A CD►T. OF THIS DES1 GO TO THE [OSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. RIC. SNAIL MOT Of RESPONSIBLE FOR ANY DEVIATION FROM TOSS DESIGN: ANY FAILURE TO A L P I N E OUILD TRE TRUSSES 11 COIFOAMANCE KITH TPI; 01 FABRICATING, NANOLING, SHIPPING, INSTALLING AND CV BRACING 0► TROSSfi. iMi! DE 11. CONFORM$ W.T. APPLICABLE PROVISIONS OF HAS (NATIONAL DESIGN SPECIFICATION PUBLISHED BT TME AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 200A ASTM ABfS GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY COORECTORS TO EACH ►ACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORNECTORS PER OMA1f1AS 160 AN 1 . THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I ♦I..:..s pI%,dOCE,JW RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEAT DESIBX SHOWN. TME SOITAMELITY AND USE OF THIS &=&ACalw CA 95828 CANTOREI7 FOR AIF PARTICULAR BUILDING ES THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1905 SECTION 2. Scale-.25'%Ft. REF R427--68784 DATE 05/21/99 DR W CAUSR427 99141015 CA -ENG AE8/GWH SEON - 13735 FROM KD L.a 1 -.111- - I - r w TC LL 16.0 PSF TC DL 10.0 PSF May 21 99 8C DL 7.0 PSF = BC LL 0.0 PSF * TOT.LD. 33.0 PSF C1V11. DUR.FAC. 1.25 e SPACING 24.0' Scale-.25'%Ft. REF R427--68784 DATE 05/21/99 DR W CAUSR427 99141015 CA -ENG AE8/GWH SEON - 13735 FROM KD (MORN -GREG PEITZ / HORN RES - T6 MONO HIPSET 6 -SB TOP CHORD 2x6 DF -L SS :T1 2x4 OF -L $1: BOT CHORD 2x6 DF -L SS :83 2x6 DF -L #2: WEBS 20 DF -L Standard :W8 2x4 DF -L #l: :Lt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES 11 24.0` OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC O 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR ONG. C0110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W6X4(C8) w 6 (— n�zaAz(Ca) E3 Milo W3X109 W5X8E3 W4X4a THIS DWG PREPARED FROM COMPUTER -INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. 30 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W04s W4X4Em W4X6 H 8 W4X4ea W3X100 HS412 s TL W5X8= W5X12 s T. 3-0-4 -0-0 W4X12= W3X4 M L 6-0-7 I_ 29-11-9 r 36-0-0 Over 2 Supports R-2650 W-3.5' R-2717 Q; PLT TYP. High Stre' rn ALPINE s� .�S �Iti IDD. OMS G. Irl yo )c Desin Crlterla: TPUST 41"WIR TRUSSES REOUIRI CLTREME CARIE IN FABRICATION, RAtlDI Itb, SNIPIIA6, INSTALLING AND BRACING. REFER TO 016.91 (HANDLING INSTALLING AND BRAC[MC), PUILIS9ED BY TPI (TRUSS PLATE N INSTITUTE. 683 O'OaOFR10 DR., SUITE 200, MADISON, MI $3719). 1101 SAFETY PRACTICES PRIOR TO Q� w ' ►ta►ORIIING THEY FUNCTIONS. OALESS OTHERWISE INDICATED, TOP CHORD $1 L HAVE PROPERLY ATTACHED ST40CTOau PANILs, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED A[LID CEILING. May 21 ' 9 --INPORTAIFT-- FURNISH A COPY OF THIS OISIU TO FRE IRSTAILATJON CONTRACTOR. ALPINE INGINIENED IROOUQS, URC. SMALL NOT OE RESPONSIBLE FOR ANY DEVIATION FRO* THIS DESIGN. ANY FAILNAE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABNIGTIN6, HANDLING, SHIPPING. INSTALLING AMD 001 BRACING OF TRUSSES. TRIS 019164 CONFORMS VITO APPLICABLE PROVISIONS Of ROS (YAIIONAI DESIGN OPEC I►IC►T[0R PUBLISHED BY THE AMERICAN FOREST AAD PAPER ASSOCIATION) ABC TPI. AI►IM[ COIN[CTORS ARE MAGE OF 20CA AS ASSN GA40 GAIV. STEEL. EXCEPT AS NOTED. APPIV CONNECiOIf TO EACH TACE OF TRUSS. AND ry115S OTMERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAN116S 160 A•1. THE SEAL ON TNT S GRAM 116 INDICATES ACCEPTANCE 0► Ia0►ESSIOAAL EMGSNEIRING �q CI�%1� RESPONSIBILITY SOLELY FOR THE TRUES COUPON ENT 0[S TBN SHOWN. THE SUITABILITY AND USE OF THIS CONPoo IIT i0R ANY ►MTICU►AN BUILDING IS 181 RESPDNSIBTl1TT Of THE BUILDING DESIGNER, PER AHSI)TPI -1195 S[CTION E.' a�P�Aa- LA/-I TC LL TC OL BC DL BC LL TOT. LD. OUR. FAC SPACING - F Scale -.1815" Ft 16.0 PSF REF R427--68785 10.0 PSF DATE 05/21/99 7.0 PSF DRW CAUSR427 99141004 0.0 PSF CA -ENG AEB/GWH 33.0 PSF SEAN - 13625 1.25 FROM KO 24.0' . CL: 0 . o 04 o. A (HORN -GREG PEITZ / HORN RES - T7 TSC MONO HIPS 10 - TOP CHORD 2x6 DF -L #2 :T1 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 30 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W2. C-, W1.5 Ix w W3X14 (F2) es THIS DOG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.17' DUE TO LIVE LOAD AND 0.23- DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. WH8® W3X8- W2.5X09W4X6e W3X10a W1.SX419 � — N, W5X8a W3X4= W3X10= _ z 1A" f p,146 10-0-7 25-11-9 -a L 10-0-0 9-8-8 I f4 36-0-0 Over 2 Supports Sm R-1718 W-3.5" R-1997 1 3(•! 0 Q; PLT TYP. High Stre rn CT rn "'ALPINE 4A1piBe im�me[ed P1o�1ce� W. 9aaenmto, G 95826 -95\R ion Cr BRACING. AEf1l TO 610-91 (HANDLING INSTAIIIMG AYD B0.ACI NC).f IUBLISM[D 0.7 TTI (TIOSS PLATE IISTITOTE. SBS 0'01010.10 OR.. SUITE 100. MIS", NI 657191. FOR SAF677 PRACTICES PRIOR TO PERFORMING TN[$[ f/ICTIDIS. OILESS OTIERVISE INDICATED. TOP CHORD SHALL MAZE PROPERLY ATTACHED STRUCTURAL PA19LS. 00TTOR CHOU SMALL NATE A PROPERLY ATTACHED RIGID CEILING. '-IMPORTANT-- fUU ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOA. ALPIN( ENGINEERED PRODUCTS. INC. SMALL 107 BE RESPONSIBLE FDA AST DEVIATION FROM THIS DISIGI: Alf FAILURE TO BUILD TIE TRUSSES IN CONFORMANCE WITH TPI; an FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACIAN OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS IIATIONAL DESIGN SPICIFICATSOI PUBLISIED BY THE AMEAICAI fORIST AND PAPER ASSOCIATION) AND TVI. will CONNECTORS ARE RADE Of 10GA ASTM A653 SR40 GALY. ST([L. EICEPT AS NOTED. APPLY CONNECTORS TO EACN FACT OF TRUSS. As UILESS OTHERMISS tOCATED 01 TRIS DE SIDS. POSITION CORRECTORS PEA DRAWINGS 160 A•1. TRE SEAL OI TRIS OlAN11I INDICATES ACCEPTANCE OF PROFESSIONAL ENG1111RIMG RESPONSIBILITY SOLELY FOR THE TRUSS CONPOREIY DESIGN SUOMI. THE SUITABILITY AID OSE Of THIS COMPONENT FOR All PARTICULAR BUILDING IS TRE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSIITPI 1.1995 SECTION 1. CA - 1 - - F TC LL 16.0 PSF TC DL 10.0 PSF. May 21 '99 BC DL 7.0 PSF Oa BC LL 0.0 PSF TOT.LD. 33.0 PSF e• CM DUR.FAC. 1.25 SPACING 24.0' Scale -.1875'/Ft REF R427--68786 DATE 05/21/99 DRW CAUSR427 99141005 CA -ENG AEB/GWH SEAN - 13623 FROM KO HORN -GREG PEITZ / HORN RES - T8 TSC HIPS 14'SB' TOP CHORD 2x4 DF -L #1 :T3 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard rn . PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. w I10 PSF BC LIVE LOAD PER UBC. 0 ca USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH z 2x4 LATERAL BRACING TO FLAT TC 0 24.001 OC WITN 2-16d NAILS AND DIAGONALLY BRACE PER HIS -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W5X4,o cEvA0aPw n. 6 W5X<- W6XBEa W2.5X4 S 3 3 W1— .5X4 N W3X14E. w W3X10(A1) 6 w z z w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.11' DUE TO LIVE LOAD AND 0.17' DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4a W2.5X4a WU4-,�, W5X8a W3X10 m W4X68 T 3-�B- 4-3 0-0 W2X4 N p 14-0-7 14-3-17-8-8 Y;I' � 10-0-0 9-8-8 1 E 16-3-8 a� 36-0-0 Over 2 Supports (`�', R-1468 W-3.5' R-1413 f,.• ,,d; , + r. Y6's1�'►A 4H lat �C=> Q; PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(ST CA - 1 - - - F Scale —.1875"/Ft. I CT 'YARNING— TRUSSES REQUIRE EXTREME CAR[ If FABRICATION, HANOIING, SNIPPING, INSTALLING AM •BRACIM6. RIFIR TO NID•PI (MANGLING INSTALLING AID BRACING), PUBLISHED BT TPI (TRUSS PLATE - STI BBS OFUNCTRIOION CO.. SUITE 200, INDI. NI $SIIR), �A E1 M/ TC LL 16.0 PSF REF R427--68787 CSA CS) FOR SAFETY PRACTICES PRIOR TO PERFUMTE.ING SE PRDICATED. TOP CHORD SMALL HAVE PROPEIIT ATTACHED PERFUMING TOES( . FUNCTIONS. C ORLEff LL HAVE STIOCTMRAI PANELS. R07TOM Ctl0N0 SNAIL RAVE A PROPERLY ATTACHED 1I610 CEILING. (�V`� VP TC DL 10.0 PSF DATE 05/21/99 "INFORTANT•- FURNI SM A COPT Of THIS OISIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIREERED PGDUCTS. INC. SMALL NOT BE RESPONSIBLE FOR Nay 21 9 BC DL 7.0 PSF DRW N ANY DEVIATION FROM THIS DISIOI; ANY FAILURE TO BUILD THE TIBSSES Il CONFORMANCE MITI TPI: 011 FABRICATING. RANKING. SHIPPING. INSTALLING AS IIACTW OF TRUSSES. THIS DESIGN CONFORMS VITO APPLVCABLE PROVISIONS Of NDS (NATIONAL DESIGN ALPINE SPICIfICATION N0. C 5800 Exp 0• BC LL CAUSR427 99141006 0.0 PSF CA -ENG AEB/GWH PULISMEO BY THE AMERICAN FOREST ABO PAPER ASSOCIATION) AND TP1. ALPIRE CONSICTUIS ARE MADE 0I 20" ASTM A6S5 TRW BALV. STEEL. [2CIPT AS NOTED. APPLY CONNECTORS TO [ACR FACE OF INW. AND UNLESS OTH[INISE LOCATED ON THIS DESIGN. POSITION CONN[CTOES PER ,.RAVINGS TOT.LD. 33.0 PSF SEAN - 13621 IBD A•1. TME SEAL ON THIS ORANENO DESIGN SH AC' THE OF OSU FESSIONAL USE Of TONG aD Eno � L10. FOR THE TRUSS TRIS OISONEIrT {� OUR. FAC. 1.25 FROM KD COMPORERIi0I ANYLELY A gSgn; PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDINGITT DESIGNER. PER 0. GL 95828 ANS.ITPI 1.1995 SICTIOR 2.OF SPACING 24.0° LP7t 0 cam: m� cn 0 z (HORN -GREG PEITZ / HORN RES - T9 TS( TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W5 X12 To W3X6 0 W1 .5X4 io 6 r- E� U A O rx w A •, w W3X8(Al) � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00' OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6- W4X4Jo, W5X6m W3X10o W1. 5X4 10 T 3-4-3 -. JB -0-0 .• w c.s W e. n..15-0-0 K •-a 10-0-0 9-8-8 16-3-8 36-0-0 Over 2 Supports �' x R-1305 N-3.5' R-1175 AT PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD CA - 1 - - - F Scale -.1875" Ft. -WARNING-- TRUSSES REOIIRE EITRENE CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLINGAND 1 BNACUG. REFER TO HIO.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE taw TC LL 16.0 PSF REF 8427--68788 [77 IYSUllTH. $03 D'OfOfN10 M. SUITE 200. NAOTSDI. WI TOPICHO FOR SAFETY PRACTICE PRIORATTACHED TO ��1� 't+y TC DL 10.0 PSF DATE 05/21/99 C7n PFRiORNIR6 THESE fUIIC1T0Nf. Nil ESS OINFAY]SE INDICATED. CATEO. TDP CHORD SHAH HAVE P0.0PERlY ATTACMEO rn STIOCTURAL PANELS. POTION CHORD SILL HAVE A PROPERLY ATTACHED RIGID CEILING. May 21 9 ---' •-IMPORIIT^ PURIM A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.O PSF DRW CAUSR427 99141007 PRODUCTS. IHC. SNAIL NOT BE RESPONSIBLE FOR ART DETIATION FROM TITS DESIGN; ANY FAIURE TO BUILD THE TOSSES IN CONFORMANCE WITH TF1: 02 FABRICATING. HAIDLIIR. SHIPPING. INSTALLING ANO NO. 6 DD cl' AL PINE BRACING 0► TtOif[S. THIS OCSIGN CONFORMS VITN APPLICABLE PROYISIORS 0► NO3 (RATIONAL DESIGN p BC LL 0.0 PSF CA -ENG AE8/GWH SPECIfIG1I01 PUNIISNEG BY TO[ AMERICAN PUREST AND PAPER ASSOCIATION) AND TPI. u►iH! TOT. LD. 33.0 PSF SEAN - 13639 COHR[tTGAS ARE MADE Of 20GA ASTN A653 U40 GALLA. STEEL. EICEPT AS ROTED. APPLY CONNICTONS TO EACH ►ACE Of TRUSS, AND OHIESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER pp,,��,,LI,,,,,,,,�� CUANIKS 160 A•L. THE SEAL ON TRIS DRAYIH6 INDICATES ACCEPTANCE OT PROFESSIONAL EKG INEERI14tend {� Nfl, 'p. DUR.FAC. 1.25 FROM KD C:AA 9MB COMPOYENTRESPONSIBIFORYANYLPARTICULAREBU(ILDING13 THETRESPONSIBILITY OF THE BUILDING DESIGNER, EPER THIS ��9y_r ANSIM1 1.1996 SECTION Z. OF SPACING 24.0N (KORN-GREG PEITZ / HORN RES - T10 Iur LHUKU Zx4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W2, W3, W4, W5 2x4 DF -L #1: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 0o c.o 0 z W5X14o 6 r- W1.5X4 N -110 .w w3x6(Al) = a6x6Em . z EZI z w 1 0-0 i z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.17' DUE TO LIVE LOAD AND 0.18- DUE TO OEAO LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 48.00" OC 10 PSF BC LIVE LOAD PER UBC. W5X6a W1.5X4 91 W3X6 Em e—irl 0 9 . +8 . 0 - 0 rl W2X4Iq W3X6(A1) Ea 21-0-0 21-0-0 "���rF_. . ;�`f` 6-3-8 15-6-0 20-2-8 E 42-0-0 Over 2 Supports /Ap R-1245 W-3.5" ' A. r •`.�6,.-.�.��� R-1735 N-3.5• t. •�: �, M fl 1�. o; PLT TYP. Wave TPI -95 R Desi n Criteria: TP1 ST"' -��- - ••YARNUG•• TRUSSES REOIII:E ISTREME CAME IM FANGICA7IOM, BANKING. SNIPPING, INSTALLING AND �I OAACINA. REFER TO BID 91 (HANDLING INSTALIIBG AMD BRACING), PDNLISMED By 7P1 (TROSS PLATE INSTITUTE. SNS O'ONOFRIO OR.. SUITE 200. MADISON. WI SS719). FOR SAFETY PRACTICES FRIOR TO PERfORN1:A THESE FUNCTIONS. ONLESS OTNENNISI INDICATED. TOP CHUNG SHALL HAVE PROPERLY ATTACMCO [T $72 CTULAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY A77ACHE0 RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS OESIU TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEEAEO PROONCTS. INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM 7012 DESIGN; ARY FAILBSE TO N BUILD THE TRUSSES I: COMFOAMANCE WITH TPI; OR FABRICATING, MAHDLIAG. SNIPPING. INSTAL LING AND A L P I N E BRUIBO OF TRUSSER. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF BUS (NATIONAL DESIGN ,�- SPECIFICAI(OB PUBLISNEO By TME AMERICAN FOREST AND PAPEN ASSOC/ATIOB) AND TPI. ALPINE CONBECTWf AIE MADE OF 20GA ASTM .11 BRl. B.I. STEEL. EICEPT AS NOTED. APPLT CONNECTORS TO EAC: FAC[ OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAVIO" 190 A•E. THE SEAL ON THIS ONAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A ld-BII�BESPO:SIBILITY SOLELY FOR THE TAOSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Sa4B�O, GA 92028 Cox AT FDR ANY PARTICOLAA BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI)TF1 1.1995 SECTION 1. L.FA 1- E. I- - - r 9011D,TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.1875"/Ft. REF R427--68789 DATE 05/21/99 DR W CAUSP427 99141008 CA -ENG AEB/GWH SEON - 13658 FROM KD co cc T3.. N C CTI 0 z (HORN -GREG PEITZ I HORN RES - T11 COM) TOP CHORD 2x4 DF -L #1 :T2 2x4 OF -L #13Bet.: BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 500# MECH UNIT; UNIT CENTERED AT 21-0-8: SUPPORTED BY TC; UNIT WIDTH 04-00-00; SUPPORTED BY 3 TRUSSES. W2.5X4 ip W3X6,o 6 r T2 W1.5X4 W3XB(B1) a W2.5X4 a W3X6 = W4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SURNITTFn RY TDI.cc UFO ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER., IN LIEU OF RIGID SHEATHING USE 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. W5X6 m W3X6 v W4X4 � 6 W4X6 s W2.5X4 W3X6 Em Is 8-0-0 W5X4 e W3X6(A1) W2.5X4 M L--6-0-0 0- L. 21-0-0 1 21-0-0 L 42-0-0 Over 2 Supports R-1240 R-1886 W-3.5" o PLT TYP. Wave TPI -95 RDesi n Criteria: TPI(S •'' WARMING'• TRUSSES REQUIRE EXTREME CARE TO FABRICATION, HANDLING, SNIPPING, IRSTALLIAG AND CTI) .RATIN', REFER TO NIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE CTI INSTITUTE, 561 O'OROFRIO ON.. SUITE TOO. MADISON, WI 53)19), FOR SAFETY PRACTICES PRIOR TO C7) PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED .--. 'ITIOCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ^IMPORTANT•- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. FINE ENGINEERED a 1R000ttS, INC. S11All NOT 0f RESPONSIBLE FOR ANT DEVIATION FRO" TBI$ OESIB.: ANT ►AILNRE TO :V BUILD INE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNTPPIR6. INSTALLING AND ALPINE 6RACINR Orly RUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (RATIONAL DES169D --T SPECIFICATON PUBLISNED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONRECTORS ARE MADE OF FOGA ASTM AM CR40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH PACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OB THIS DESIGN. POSITION CONNECTORS PER ORAWIX" 160 A•I. THE SEA, ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER... -Writ Ia&med D,.,,L,.,..,,• � RISPO"-..LtTY SOLELY TOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A.0 USE OF THIS SeaMmmeD�CA�9�5R2�^B�NSI/TPI 1CORPONENT FOR AIIY PARTICULAR BUILDING IS TNT RESPONSIBILITY OF THE BUILDING DESIGNER, PER A.1995 SECTIO. E. X1 1 ti. yJ, r CA - 1 - - F Scale =.125"Ft. op TC . A TCA TC LL 16.0 PSF REF R427--31815 TC DL 10.0 PSF DATE 07/29/99 Jul 29 19 9 BC DL 7.0 PSF DRW CAUSR427 99210004 NO. 0 BC LL 0.0 PSF CA -ENG AEB/GWH * TOT,LD. 33.0 PSF SEON - 18840 CIS- DUR.FAC. 1.25 FROM KD SPACING 24.0° co Ln o... N C rn 0 z (HPRN-GREG'PEITZ /HORN RES - T12 COM) TOP CHORD 2x4 DF -L i1 :T2 2x4 DF -L $1&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 500# MECH UNIT; UNIT CENTERED AT 21-1-8; SUPPORTED BY TC; UNIT WIDTH 04-00-00; SUPPORTED BY 3 TRUSSES. W5X4(A2) E3 W2.5X4 A9 W3X6 8 W4X4 c THIS'DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE 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. W5X6 W2.5X4 c W2.5X4 W 3 X 6 0 W3X6 m W5X4 ,fi;, W4X4>a W1 .5X4 IB 7-1z T 3-I4-3 1 .8-0-0 12-0-0 �21-0-0 I 15-0-0�'►q 7�9 Q 36-0-0 Over 2 Supports SSY�1 R=1409 W=3.5• R=1321 ,1 LA7 0 o PLT TYP. Wave TPI -95 R Design Criteria: TPI(S ~I '-WARNING-- TRUSSES REQUIRE EXTREME CME 14 FABRICATIOI. HAAOLING. SHIPPING, INSTALLING AND BRACIRS. AEFE0. TO NI1-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE CT IMf71TlT[, SBS 0.OMOFRIO OR.. SUITE 200. MADISON, VI 53719). FOR SAFETY PRACTICES PRIOR TO C PEIFOGRIGG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED STAUCTUTAL PANELS, BOTTOM CIORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *,IMPORT NT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED pj PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOA All DEVIATION FROM THIS DESIGN. MY ►AILVRE TO NBUILD TIE TIOSSES IM CON►ORMARCC WITH TPI'. OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND A L PINE BRAC Is OF YOU SSE S. THIS OESI6N CONFORMS WITO APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ,•-,j SPECIFICA7 101 PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AAE MADE OF COSA ASTM A553 GR40 GALT. STEEL, EXCEPT AS IOTED. APPLY CONNECTORS TO .�� EACH FACE OF TRUSS, AID ONLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION tOINECTORS PER DRAWINGS 160 A-E. THE SEAL 01 THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING im: Engh—ed P-duc IESPOISIBILITY SOIEIT FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SDITABILITT AND USE OF THIS ��Y , a'�"`Ww.��a9"" `' "a0. CONPOBER FOR AMY PARTICULAR 8110146 IS TBE AESPOWSIBILITY OF THE 091LDINS DESIGNER. PER AA511TPI I.1l9I SECTION 2. L�Iw b �q� Jul 29 199§ c Boob * cm. , F CA - 1 - - F Scale -.1875u/Ft. TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--31811 DATE 07/29/99 DRW CAOSR427 99210003 CA -ENG AEB/GWH SEQN - 18838 DUR.FAC. 1.25 FROM KD SPACING 24.0° (HORN -GREG PEITZ / HORN RES - T13 HIPSET 14'SB TOP CHORD 2x4 DF -L f1 :T3 2x4 DF -L #I&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard j PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. co EXTEND SLOPING TC .OF TRUSS AND JACKS TO HIP RAFTER. co SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS C=; AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. j W4X40 W2.5X4,o L tcn 6 t— •� v 0 A Lx3 W1.5X41 W3X81m w W3X8(B1) a c W W3X8a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 s W3X4-,-v W4X6 ,?.* W3X6 0 W1.5X4 m W2.5X4 = W3X10Em W2X4 to T 3-4-3 - .e-0-0 A a, L� 14-0-7 I 14-3-1 I 7-8-8 36-0-0 Over 2 Supports R-1466 W-3.5' r R-1413 N I d. 1 Q; PLT TYP.-Wave TPI -95 R Des1 n Criteria: TPI STD CA - 1 - - F Scale —.18750/Ft. COD OIAC11zF 16. RIFER TO HIS 91ES 01 (HANDLING IRE SITRIERIF NSTALLING G ARO BRACING). PUBLISHED BT IPIE 11 FAIIICATIOS, RAM INSTALLING TE �yyy TC LL 16.0 PSF REF R427--68794 INSTITUTE, S03 D'OIOFRIO DR.. SUITE t00. MADISON. NL 53719). FON SAFETY PRACTICES PA 10I 70 CT F(RFONIYG THESE FUNCTIONS. UNLESS OTIfINISE INDICATED. TO► CHORD SHALL RAYL PROPERLY ATtACNFD TC DL 10,0 PSF DATE 05/21/99 01 $TIYCTYAAL PANELS. BOTTOM CHORD SHALL BAY[ A PROPERLY ATTACHED BIDED CEILING. —IMFORTAMF-- F0111 SY A COPT OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR, ALPINE ENGINEERED May 21 19 BC DL 1.0 PSF DRW CAUSR42T 991X1011 • PRODUCTS. INC. SMALL BUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; N1 FAILURE TO `\i A LPINE OU LO THE TRUSSES 11 CONFORMANCE PITO TPI: ON FABRICATING. BANKING. SHIPPING. IOSTALLING AND Na B 05 BRACING OF TRUSSES. THIS DESI6N CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AEB/GWH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) NO TPI. ALPIBI CO NICTORS ARE MADE OF LORA ASTM NS3 6N40 DALY. STEEL. ENCEPT AS NOTED. APPLY COIPECTORS TO f TOT. L0, 33.0 PSF SEAN - i3666 EAt8 FACE OF TRUSS, AND NILES$ OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PfR OIAWIN6S 160 A -I. TIL SEAL ON THIS ORNIIG INDICATES ACCfPTNCF Of PROFESSIONI[StoAL 1N61YE[R ENO ^nn A�eP Pmdmc_M1w. ITFORNLITY OLENTICOLELY FOR 101AA TRUDIN6SS 01MPONENTIS TEE SDESIGNISHOWN. OTIE F TWE SUITABILITY AID DESIGNER. PER TN IS HYl1. OUR.FAC. 1.25 FROM KD Sa tD'CA 9S712B NSIITPT 1.1995 SECTIONS. C%R SPACING 24.0° L2 L a: co CAS o (BORN -GREG PEITZ / HORN RES - T14 MONO HIPSET 6 -SO) TOP CHORD 2x6 OF -L SS :T1 2x4 OF -L #1: BOT CHORD 2x6 OF -L SS :83 2x6 DF -L #2: WEBS 2x4 DF -L Standard :W8, W10 2x4 DF -L #1: :Lt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIO -91 13.2.1(FIG.33), OR.DWG. CDI10. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W5X8d . W3X10E3 W6X4(CB) 6r 11�CO1Z(6tl) i7 W5 X8 L42 -2i FWAIM W4X41a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.40° DUE TO LIVE LOAD AND 0.61' DUE TO DEAD LOAD AT X - 17-10- 2. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W4X4i-=• W4X4H W4X6 a WSXBg 8 W4X4Ea W3X10Ea W5X12 HS412Ea 7Q-11-0 36-0-0 Over 2 Support R-2661 W-3.5" M d� PLT TYP. High Strenth Wave TPI -95.R Design Crtterfa: TPI STD ..YARNING•• TMOS'r REOAIA, [[TRINE CARE IN FABRICATION. IIAAOLING, fB11f 7N8, IRSTAIIING AMD I I AC116. REFER TO 81B•NI (HANDLING INSTALLING AID BRACING), PUBLISHED BY TPI (TAOSS fLATI C7)-INIT]TCIE. 507 O'OHOFRIO OR.. SUITE 200. MADISON. NI 53710), FOR SAFETY PRACTICES FA ION TO [77 PEAFORM 119 THESE (UNCTIONS. UNLESS OTHERVISC INDICATED. TOP CHORD SPALL HAVE PROPERLY ATTACHED C STNUCTMAAI PANELS. BOTTOM CIOAD SHALL MAYS A IRO►FILE ATTACHED RIGID CEIL118. ^' '•IMPORTAYT"• TUNHIS" A COPY OF THIS DESIGN TO TRE INSTALLATION CON7AACTOA. ALPINE ENGINEERED PRODUCTS, INC. SHAII NOT BE RESPONSIBLE FOR All DEVIATION FROM TB]$ DESIGN. ANY FAILURE TO BUILD TIC TRUSSES IN COAFOAMANC( WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND ALPINE [V 0NAC1Na OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 103 (NATIONAL DESIGN SPICI►]CATION PUBLISHED BY THE ANEAICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' COUECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, OCIPT AS NOTED. APPLY COINECTOIS TO EACH FACE OF TRUSS. AMD UNLESS OTHERWISE LOCAIEO 01 THIS DESIGN. POSITION COIIECTOIS PER ,, q_� DRAWINGS 160 A•2. TME SIAL OM THIS OKAYING INDICATES ACCEPTANCE Of PROFESSIONAL EWGIIIERIlG �1 AMS yg0lTCd OCD1, lOC. ACSPONSISILITT SOLELY FOR IN[ TRUSS COIOOHENT O[S18I SHOWN. THE SUITABILITY AND USE OF THIS CA �B CdIPOMENi FOI ARY PARTICULAR BUILDING 13 THE RISPONSIBIL)TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1•I/OS SECTION E. IL+ W5X120 W3X4 W T 3-0-4 -�8-0-0 4 `{ INA v y.: 2`r R-2728 a '� �p1N May 21 '9 5 c CM CA - 1 TC LL TC DL BC DL BC LL TOT.LD. - - - F 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF Scale 4.1875" Ft REF R427--68795 DATE 05/21/99 DRW CAUSR427 99141012 CA -ENG AEB/GWH SEON - 13679 DURJAC. 1.25 FROM KD SPACING 24.0' This safety alert symbol is used to attract your Aattention) PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the resnonsibilityof the installer(builder. building contractor. licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, ISuilding contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. ®WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSSPLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections A& should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. . `TRUSt)STORAGE` ,t CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. JACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bendingand lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless JA begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. A WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 Up to 24' 1 3/12 8' 1 17 1 12 Over 24'- 42' 3/12 7' 1 10 1 6 Over 42' - 54' 1 3/12 1 6' 1 6 1 4 Over 54' 1 See a registered professional en ineer DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir ,y 0 ,yA� ey@Q C3 v Diagonal brace I II., ' also required on end verticals. Top chords that are laterally braced can buckleI togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins ?q• are attached to the topside of the top chord. �� fess PLUMB I I I Truss I De th 1 -45° 12 —� 3 or 9• greater All lateral braces lapped at least 2 trusses. Continuous Tnn Chnrd Lateral Brace Required 10' or Gr( Attachml Requirec WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" 1 1/4" 11 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3 4" 7' 96" 2" 8' 108" 1 2'. 9' . P I D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW T L(in) L(tn) U200 L(ft) 50" 1/4" 4.2' 100" 1112"_ 8.3' 150" 3/4" 12.5' L(in) U200 L(ft) 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 lAWARNING: Do not attach cables, chains, or I hooks to the web members. Tag Line ° IE 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. it unc ruse of braced oup of trusses (EB) Typical horizontal tie member with multiple stakes (HT) ACAUTION: Ground bracing required for all installations. A Frame 2 CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. ruse of braced oup of trusses (EB) Typical horizontal tie member with multiple stakes (HT) ACAUTION: Ground bracing required for all installations. A Frame 2 i r :TOP CHORD TOP CHORD DIAGONAL BRACE, MINIMUM LATERAL BRACE SPACING (DBs); ;SPAN pEPTH SPACING(LBs) #trusses .. SPF/HF, Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 1 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 "v) L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals aWesse`ial to stability and must be duplicate both ends of the truss system. 20'(019S) WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle I togetherandcausecollapseHthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� All lateral / braces lapped at least two trusses. End diagonals are esse�nnlial for stability and must be duplicated on both ends of the truss system :�,*__ isT� 30'(Oes) usses @�2,o•c. =45° Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required 10' or Greater Attachment Required �— 3t/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. $ 12 4 or greater =45* Up to 32' 1 4/12 1 8'1 20 15 Over 32'- 48' 1 4/12 1 6' 1 10 7 Over 48'- 60' 1 4/12 15'1 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine I� HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� d at least 2 Required lappe trusses. �- 10' or Greater Attachment _ Required t\ess '31-o / 1 ;PITCHED TRUSS ,' AWARNING:. Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 's �o s S APs Top chorda that are laterally braced can buckle togetherand cause collapse if there Is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. =45* Up to 32' 1 4/12 1 8'1 20 15 Over 32'- 48' 1 4/12 1 6' 1 10 7 Over 48'- 60' 1 4/12 15'1 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine I� HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� d at least 2 Required lappe trusses. �- 10' or Greater Attachment _ Required t\ess '31-o / 1 ;PITCHED TRUSS ,' AWARNING:. Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A M 12 --� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 1 15' 20 15 Over 32' - 48' 1 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine L�5 HF - Hem -Fir L1 SPF - Spruce-Pine-Fi -- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in I A& severe personal injury or damage to trusses or buildings. A .10 Permanent s continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. =45° X15 PAIR GREG PEITZ - 68786•-T7 TSC MOND HIPS 10'SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. REINFORCE TRUSS FOR AREA REDUCTION AT UPPER RIGHT CORNER ,,REPAIR PROCEDURE -----------------------------•--------------------------------------- " 1) SHORE TRUSS TO RESTORE TO PRELOADED CONDITION. 2) ADD TOP CHORD, WEB AND OSB GUSSETS AS SHOWN 3) RELOAD TRUSS. `(P) 1/2° OSB GUSSETS; APA RATED 24/0 SHEATHING, EXP.1. CULLED OF SURFACE DEFECTS IF SMALLER THAN 24° SQUARE. . �I NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND WEB MEMBERS, WITH 8d COMMON (.131X3.00)WIRE NAILS TO ALTERNATE FACES. SPACE NAILS NO CLOSER THAN 2. O/C AND STAGGER ROWS TO PREVENT SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE. (W)ADD 2X4 DF -L STANDARD OR BETTER WEB. (C)ADD 2X6 DF -L g2 OR BETTER TOP CHORD. (E)ORIGINAL PLATE MUST REMAIN UNDISTURBED. 4. NOTE: SEE DRAWING CAUSR427 99141005 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. oij I Ili CCAM'" U11 ONG DEPARTMENI jkPPROVEA F2-7-141 �'e�) (P) 12" WIDE, CUT TO FIT jrj tc A A.2° 12-0-� 1 10-0-7 ,( i 24-2-11 F 10-0-0 'T 9-8-8 T 16-3-8 i IE 36-0-0 Over 2 Supports R-1718 W-3.5• R-1997 (J) PLT TYP. High Stren th,Wave TPI -95 Design Criteria: TPI STD 19.Ob2 CA - 1 - F Scale —.1875"/Ft. P N E ••MARNIND•• TRUSSES REQUIRE ESTREHE CME IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. RE►EA TO 1111.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 553 O'OROfRtO DR., SUITE ZOO, MADISON. NI 53119). FOR SAFETY PRACTICES P2104 TO PERfOANING THESE fUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CBORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED AtG1O CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS IRC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 015164: MT FAILURE TO 9UTLD THE TRUSSES IN CONFORMANCE NITN TPI. 04 FABRICATING. MABOLING. SBIPPIAG. INSTALLING AND BRACING of TRUSSES. THIS 1E1113 ,OST A"S WITH AP►LfCABIE PAOTISIOUS OF ADS (NATIONAL DESIGN w4�e�E W 'O .fff TC LL TC OL BC OL - BC LL 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF REF R427--67117 DATE 01/04/00 DRW CAUSR427 00004003 CA -ENG GTP/CWC - A L I SPECIFICATION PDRIISHED BY THE ME4ICAN (OREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE RADE OF ZOGA ASTM A6S3 LR40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO * * TOT.LO. 33.0 PSF SEQN - 22622 �P�Seacwoea�),CA 95829 EACH FACE OF TRBSS. AND UNLESS OTNERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL OR THIS DRAWING IADTCATES ACCEPTANCE OF PROFESSIONAL EAGINEERIN6 AESPOASI51L1TY SOLELY FOR THE TRUSS COMPONENT DESIGN SR0W6. THE SUITABILITY AID USE OF THIS CDTroOI1IT FOA ANT PARTICOLAR B01 119 (S THE RESPORSIBILITT OF TN1 BUILDING DESIGNER. PE4 ANSIFTPI 1.1995 SECTION Z. $ OUR. FAC. 1.25 FROM KD SPACING 24.0" J� POINT SYSTEM SUMMARY: CLIMA'T'E ZONE P -2R No2.N E NOU SF_ 5- I7-3.� Project Title Date BUILDING DATA Conditi d Floor Area 2 ' 6 g 5 Number of Stories Slab CRaised Floo P_ . F. Ch3pA all applicable Unit Type condition(s): [vq Single Family Detached (SFD) [ ] Addition Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ ] Multi -Family (MF) [ ] Existing Plus Addition SCORE CARD Measures Sc Fenestration Area % [Z - 38 or North Wall Insulation 2,2.-7 North 2,Z7 East 152.33 5.67 East 5.67 South Z 1. .7 1 . 1 g 1:9 or West 229. 8 R , 5 5 4. Skylight N jA�.- 5. Infiltration Total 474.78 17, 67 SCORE CARD Measures Sc 1. Ceiling Insulation [Z - 38 or 2. Wall Insulation R-Value�XF U -Value P. _ North 2,Z7 x 0,68 (-�3 or 0. A6 East 5.67 R -Value U -Value 3. Raised Floor Insulation 1:9 or x O, = 0. 60 R -Value -.U. U -Value 4. Slab Edge Insulation N /N, or ' 5. Infiltration R -Value F2 factor Any Ducts in Unconditioned Space? N) r Point Scores e e 6. Fenestration Heat Loss VINYL- - 50 0.67 2 Type U -Value Total % Fenestration 7. Fenestration Heat Gain % Sc Eff. % Shade Fenestration Shade Open Fenestration Eff. Ratio North 2,Z7 x 0,68 1,54- 0. A6 East 5.67 x O, 68 = 3,86 O, gG, South 1.16 x O, = 0. 60 0, 8 G West 8.5 S x O. 68 = 5, 81 C). (5(,, Skylight N I P, x = Overhangs? (Y / N 8. Interior Thermal Mass or. , D % Exposed Slab Int.: Mass/CFA 9. Exterior Wall Mass t5 Ext. Wall Mass 10. Heating System 80 %b x = AFUE or HSPF Duct Efficiency Effective AFUE 11. Cooling System 12-0 x = or HSPF SEER T Duct Efriciency Effective SEER 12. Water Heating . System 1 S Ca -.SO Heater Typc System 2 Heater Type 0 -Z O -7 b +I Sum of 176— _/0 Sum 7=9 O -J.__ Zonal Control Adjustment O Zonal Control Adjustment 0.60 12: N 0/1 E STO Energy Factor Ext. ins. R -Value Auxiliary Input Distribution Energy Factor Ext. Ins. R -Value Auxiliary Input Di rib9tio n 4 E COUNT v Total; _ < t LaJ _iiL ONN U x^t,t t DE. I < March 1,1996 c__, ` le CERTIF'ICATE OF COMPLIANCE: RESIDENTIAL(page 1 of 2) CF -1R Nd IZ N N�Usf 5 - -9 Project Project Title ate IST 1T- 13 &rd L D kIAY c__H rc4_-> G.p4 , Project Address Building Permit q Gi- V- E Lr P E;--' I I'Z C5 30)' 8.S ¢ - 0,719 Documentation Author Telephone Plan Check / Dote PL I I�1'1 S �iST�.h I Field Check / Date . Compliance Method (Package, Point System or Computer) . Climate Zone Enforcement Agency Use Only Total Conditioned Floor AreaZ I �o g5 ft' ZSingle Building Type: Family Addition (check one or more) Multi -Family Existing=Plus=Addition Front Orientation: 35 North/ South 4&West/ All Orientations (input orientation in degrees and circle one) Number of Dwelling Units: ON IL Floor Construction Type: Slab aise oor (circle one or both) ' Construction Component insulation Assembly Type R -Value U -Value Wall Roof Roof Floor Floor Slab edge MNESIR&TIM Fenestration Area Fenestration Orientation (SO U -Value . wu< < / Front(�) 51 2, 3� Left ( ) Left (5)I 67 b S o Rear Rear . (kl) 229 "]� --6. 50 Right ( ) Right Skylight Skylight Location / Comments (Suit, garage,.typical, etc.) Shading Devices Interior Exterior (roller blind, etc,) (shadescreen, etc.) Overhang Framing Type (yes / no) (metal, wood, vinyl IJAIt.t_ THERMAL MASS Type / Covering Area Thickness....... Location / Description . (slab, exposed, tile, etc.) (0,t) (inches) (kitchen, batP'ete) r 100 .� / Co 1 fi ezu ' Revised March 1, 1996 VIS T - -1 /� T I� I T • Tl,.� CERTIFICATE OF COMPLIANCE: RESIDENTIAL (page 2 of 2) Cit -1R Horzi� iE- Nous Project Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating. Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (Pomace, heat Efficiency Location Piping Thermostat pump, etc.) (AFUF. of HSPF) (ducts, attic, etc.) R -Valle Type Heat Pump Configuration (split or package) U rz NA -C -r. 8o7a ATT I c. D•U C--rs 4 , 2_ sir SPL- i r Cooling Equipment Minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type (split or package) A/L IZ,D ATTIC- p GTS 1 .Z S_T cJ� SPt_ITf WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Type Type in System or Btulbr) (gatlons) Efficiency Loss No) R Value S T 5D C�41_ Do6p_ 1. For small gas storage water heaters (rated Inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greeter than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list rated Input and recovery. etridencies. COMPL.IAN IF STAT MENT This certificate of compliance lists the building feat&es and performance specifications ni tided to comply with Title 24, Faris I and 'a of the California Code of Regulations, and the administrative regulations to implement them. This certificate has b;:n sign:j by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building Mao to 5 built in multiple orientations, any shading feature that is varied is indicated In the Special Features / Remarks section. Designer or Owner (per Business and Professions Code) 'Documentation Author Name: GT +Zl= t...r P I -T12— Name: Title/Firm: q P—GH 1 T a c.-rU P— TitWFirm: Address: 3 rL 10 t✓I I� U ,p,U Address: o? Telephone: Lic. g: . 0 Enforcement Agency Name: Title: Agency: Telephone: Telephone: _ (signature (laic) (signature /stamp)' (date) . t Revised March 1, 1996 Tn' A MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -IR 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION R__ I MM'CEMENT Building Envelope Measures: • §150(a): Minimum R-19 ailing insulation. §150(b): Loose fill Insulation manufacturer's labeled R -Value. • §150(c): Minimum R-13 wall insulation Inwood framed walls or equivalent U -value in metal frarric walls (does not apply to exterior mass wells). • §150(d): Minimum R-13 raised floor Insulation In framed floors; minimum R-8 in raised concrete floors. §150(1) : Slab edge Insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 pertivinch. §113: Insulation specified or Installed meets insulation quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors, and Infiltration/Extlltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Manufactured fenestration products have label with certified U -value, and infiltration certification. X 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 to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs., 1. Masonry and flictory-bullt fireplaces have: a. Closeable metal or glass door b. Outside air Intake with damper and control e. Flue damper and control 2. No continuous burning gas pilot lights allowed. S ace Conditioning, Water Heating and Plumbing System Measures: §110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. k §150(1); Setback thermostat on all applicable heating and/or cooling systems. x §1500): Pipe and tank insulation 1. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (114 or greater) 2. Back-up tanks for solar system, unfired storage tanks, or other indirect'hot water tanks have R-12 external insulation or R-16 combined internal/external Insulation. 3. All buried or exposed piping insulated in recirculating sections of hot water systems. 4. Cooling system piping below 55'F insulated. . S. Piping insulated between heating source and indirect hot water tank. • § I50(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have back draft 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 is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch.�- ♦Ti.,� § 115: Gas fired central furnaces, pool heaters, spa heaters or household .cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking apellances with pilot < I So Btu/hr) A"'��"1)Rf'�s .,. Lighting Measures: § 150(k): 40 lumens/watt or greater for general lighting In kitchens and rooms with water closets; and X �� g 6 recessed celling"fixtures are 1C (insulation cover) approved. i� f Revised March 1, 1996 E FROM McCLELLAND AIR PHONE NO. Aug. 09 1999 05:16PM P3 General' Data •---'TTP024cl OOA OUTDOOR UNIT 0 70 TTP024CI00A POWER CONN9, - VIPNMZ 2001230/1160 MIN. BRCH, CIR, AMPACITY 0 14 BR. CIA, l MAX. (AMPS) 25 PROT, RTO. j AF -CMD. (AMPS) 20 NOISE RATING (PECIRELS) Q) 78 COMPRESSOR CLIMATUFP) NO. USED - NO.SPEEDS 1.1 VOLTS/PH/HZ 2001230/1/60 R.L. AMPS - L.R. AMPS 10.0-62 BRCH. CIA. SELEC. CUR. AMPS 11.0 OUTDOOR FAN - TYPE PROPELLER DIA. (IN,) • NO. USED 22-1 TYPE DRIVE - NO. SPEEDS DIRECT - I CFM @ 0.0 IN. W.G.Ci 2076 NO, MOTORS • HP 1-1112 MOTOR SPEED R.P.M. 825 VOLTS/PH/HZ 200123011/60 FL, AMPS 0.50 OUTDOOR COIL -TYPE SPINE FIN'" ROWS • F.P.I. 1-24 FACE AREA (SQ. FT.) 20.32 TUBE SIZE ON.) 3/8 REFRIGERANT ..- 11.00 LBS. -- R•22 (O.D, UNIT)("_> 6-1-88. FACTORY SUPPLIED YES :INE SIZE - IN. O.D. GAS U 3/4 JNC SIZE - IN. O.D. LIO. () 5116 FCCV-RESTRICTOR ORIFICE SIZE _ 0.059 DIMENSIONS H X W X D DUTDOOR UNIT - CRATED (IN,) 33 X 34.314 X 30-1/2 UNCRATED SEE OUTLINE DWG. 0 RATED IN ACCORDANCE WITH A.R.I. STANDARD 210/240, 0 RATED IN ACCORDANCE WITH A.R.I, STANDARD 270. SPLIT SYSTEM 03 CALCULATED IN ACCORDANCE WITH NAIL. ELECTRIC CODE. SUITABLE FOR USE WITH HACR CIRCUIT BREAKERS OR FUSES, U STANDARD AIR - DRY COIL - OUTDOOR Gj THIS VALuE APPROXIMATE. FOR MORE PRECISE VALUE SEE UNIT NAMEPLATE AND SERVICE INSTRUCTION, U MAX, LINEAR LENGTH 80 FT; MAX. LIFT - SUCTION 60 FT; MAX LIFT - LIQUID 60 FT. MAX. LENGTH OF PRECHARGED TUBING 50 FT. FOR GREATER LENGTH REFER TO REFRIGERANT PIPING MANUAL PUB. NO. 32-3009. U UO L� C 0 L xp"pusW° HEIGHT 5HIPPING (LBS,) 207 VET (LBS.) 194 CONDENSING UNIT WITH COOLING COILS CC9A24A4ACC CC3A30A4ACC CCB830A4ACC CUBA24A4ACC CUBA30A4ACC CU8830A4ACC TXA024C4 EXPANSION TYPE . FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE CHG TO 69 RATINGS (COOLING) (S) TXA02sc4 TXA030C4 TXA031C4 TXA03SC4 yCHO TXA038C4 TXA037C4 TXCO2404 ATU14 (TOTAL) 23400 23200 24200 23400 23200 24200 24000 STUH (SENSIBLE) 15200 15800 17300 15200 15000 17300 15600 INDOOR AIRFLOW (CFM) 800 890 900 .800 890 900 800 SYSTEM POWER (KW) 2.26 2.21 2.23 2.26 2.21 2.23 2.23 SEER (BTUM/ATTHR,) 10.60 11.00 11.50 10,60 11.00 11.50 11.00 0 TXA02sc4 TXA030C4 TXA031C4 TXA03SC4 yCHO TXA038C4 TXA037C4 TXCO2404 ?XPANSION TYPE CHG TO s9 CHG TO 59 CHG TO 59 TO 59 CHG TO 59 CHO TO s9 CHG TO 69 IATINGS (COOLING) (D BTUH (TOTAL) 24000 24600 24800 24600 25200 25200 24000 BTUH (SENSIBLE) 16200 - 18600 17600 16600 17900 17900 15600 INDOOR AIRFLOW (CFM) 800 900 900 900 900 900 800 SYSTEM POWER (W) 2.21 2.28 2,29 2.28 2,30 2.30 2.23 3Wt (BTUM/ATTHR 11,1011.10 11.10 11.10 11.10 11.20 11.20 11.00 r„ 0 TX0026C4 _ TXC030C4 TXC031C4 TXCO31ES TXC031S3 TXC03SC4 TXC036C4 ii XPANSION TYPE CHG TO 69 CHG TO 59 CHG TO 59 TXV-B TXV-NB CHG TO 89 CHG TO 69 RATINGS (COOLING) CD BTUH (TOTAL) 24000 24600 24800 25200 25200 24600 25200 BTUH (SENSIBLE) 16200 16600 17500 17900 17900 18800 17000 INDOOR AIRFLOW (CRM) 800 900 900 900 900 900 900 SYSTEM POWER (KW) 2.21 2.28 2.29 __.2.25 2.25 :2.28 2.30 ;EER (STUANW-HR.) 11.10 11.10 11.10 12.00'7 12.50 11,10 11.20 FROM : MkLELLAND AIR PHONE NO. .: Aug. 09 lggg 05:18PM P5 General Data - TTP036C1OOA CONDENSING UNIT WITH AIR HANDLERS CONDENSING UNIT WITH COOLING ILS TXC06OC4 TXC054E5 TXCO5493 TXH038A4 TXH041A4 EXPANSION TYPE CIaG TO 77 CHG TO 77 TXCO36ES TXC036S3 TXC037C4 TXCO37ES TXC037S3 XC042C4 TXC043C4 EXPANSION TYPE TXV-B TXV•NB CHG TO 77 TXV-B TXV NB J G TO 77 CHG TO 77 RATINGS (COOLING) (7) 37000 37200 37200 34200 37000 BTUH (SENSIBLE) 26700 BTUH (TOTAL) 37000 37000 36000 37000 3700036000 INDOOR AIRFLOW (CPM) 36400 BTUH (SENSIBLE) 25500 25500 24700 25500 25500)11.35 25100 26000 INDOOR AIRPLOW (CFM) 1200 1200 1200 1200 12001250 SEER (STUM/ATT HR.) 1350 SYSTEM POWER (KW) 3.39 3.30 3.41 3.39 3.393.40 SEER (19TU/WATT-14R.) 3.43 SEER (STUMATTHR,) 11.85 12.60 ,11.30 11,85 12.50 11,35 CONDENSING UNIT WITH AIR HANDLERS TXC048C4 TXC049C4 TXC06OC4 TXC054E5 TXCO5493 TXH038A4 TXH041A4 EXPANSION TYPE CIaG TO 77 CHG TO 77 CHG TO 77 TXV-B TXV-NB CHG TO 77 CHG TO 77 RATINGS (COOLING) 01 TXVB TXV-NB w ' TXV•B TXV NB TXV-B BTUH (TOTAL) 37000 37000 37000 37200 37200 34200 37000 BTUH (SENSIBLE) 26700 26700 26700 27000 27000 22900 26200 INDOOR AIRFLOW (CPM) 1350 1350 1350 • 1350 1350 1125 1350 SYSTEM POWER (KW) 3.46 3.46 3.46 3.44 3.44 3.29 3.44 SEER (STUM/ATT HR.) 11.50 11.50 11.50 11,70 12.35 11.15 11.50 CONDENSING UNIT WITH AIR HANDLERS TWV036814 EXPANSION TYPE CHG TO 77 RATINGS (COOLING)0 TWE03OC14 TWE03OP13 TWE031El3 TWE036W TWE036PIS TWE040513 TWE04204 EXPANSION TYPE CHG TO 77 TXVNB TXV-NB CHG TO 77 TXV•N8 TXV•NB CHG TO 77 RATINGS (COOLING) U TXVB TXV-NB TXV-8 TXV•NB TXV•B TXV NB TXV-B BTUH (TOTAL) 32400 34000 34800 35200 35200 39000 35200 BTUH (SENSIBLE) 20900 21800 22900 23700 23700 28600 2000 INDOOR AIRFLOW (CFM) 950 950 1050 '1200 1200 1275 1200 SYSTEM POWER (KW) 3,18 3.21 3,16 3.37 3.37 3.24 3.38 SEER (STUMIATTHR,) _ 11.20 11.90 12.55 .• 11.50 12.00 13.00 11.50 TWV036814 EXPANSION TYPE CHG TO 77 RATINGS (COOLING)0 TWE0421513 TWE040P13 TWG030A14 TWG036A14 TWHD30914-8 TWH036BU TWO30814 EXPANSION TYPE TXV-N8 TXV•NB CHG TO 77 CHG TO 77 CHG TO 77 CHG TO 77 CNG TO 77 RATINGS (COOLING) U TXVB TXV-NB TXV-8 TXV•NB TXV•B TXV NB TXV-B BTUH (TOTAL) 37200 37800 32000 34000 35000 36200 34800 BTUH (SENSIBLE) 26500 28200 20900 22500 24100. 25600 24000 INDOOR AIRFLOW (CFM) 1360 1350 1100 1150 1125 1200 1125 SYSTEM POWER (KW) 3.49 3.35 3.14 3.38 3.33 3.40 3.38 SEER (STUMATTHR.) 12.10 12,56 11.00 11.00. 11.55 11.75 11.35 TWV036814 EXPANSION TYPE CHG TO 77 RATINGS (COOLING)0 T1510080R9V3 BTUH (TOTAL) 36000 BTUH (SENSIBLE) 25400 INDOOR AIRFLOW (CFM) 1200 SYSTEM POWER (KW) 3.43 SEER (BTUMIATT--HR.) 11,55 CONDENSING UNIT WITH FURNACES & COILS 'Seo pago 24 and 25 for combinations with Auxiliary Dsvlcss T1510080R9V3 TDD080R9V3 TOD080RM 700080R9V3 T013100R9V0 TDD100R9V5 71313100p9V5 +TXC031E6 +TX003183 +TXC038E6 +TXC03693 +TXC037E5 +TXC037S3 +TXC054ES EXPANSION TYPE TXVB TXV-NB TXV-8 TXV•NB TXV•B TXV NB TXV-B RATINGS (COOLING) O BTUH (TOTAL) 36000 36000 37000 37000 37600 37600 37200 . BTUH (SENSIBLE) 24200 24200 .25200 25200 26000 26000 26000 INDOOR AIRFLOW (CFM) 1125 1125 1125 1125 1175 1175 1175 SYSTEM POWER (KW) 323 3.23 3.23 3.23 3.20 3.20 3.17 SEER (19TU/WATT-14R.) 12.50 12.60 _^ 12.75 12.,75 12.80 17,80 12.80 'Seo pago 24 and 25 for combinations with Auxiliary Dsvlcss ENCROACHMENT PERMIT COUNTY OF, BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION I/WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed.or legibly printed.) nn nn NAME: Qa Z tko K %-, . SIGNATURE: MAILING ADDRESS: 0a0 Da,A-,J W" _ Gt��c.o c�9-g SaaG PHONE: 53o- 933—e)Go( 6-y) DATE: LOCATION OF WORK TO BE DONE: 640 - 4n 0 — 0 13 TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ LEASE CHECK) 2. Driveway (List Type): 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, an subject to all terms, condition ' . cluding 1 this form) and special conditions written below, permission is hereb r n d. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ ' No ❑ nted on the back of Detail ❑ Plans,❑ Special Conditions ❑. Mike Crump Director of Public Works Expiration Date: By NOTIFY COUNTY 24� HOURS BEFORE', WORK IS TO BE DONE Phone: (530) 538-7681 PERMIT # DISTRICT I/WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed.or legibly printed.) nn nn NAME: Qa Z tko K %-, . SIGNATURE: MAILING ADDRESS: 0a0 Da,A-,J W" _ Gt��c.o c�9-g SaaG PHONE: 53o- 933—e)Go( 6-y) DATE: LOCATION OF WORK TO BE DONE: 640 - 4n 0 — 0 13 TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ LEASE CHECK) 2. Driveway (List Type): 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, an subject to all terms, condition ' . cluding 1 this form) and special conditions written below, permission is hereb r n d. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ ' No ❑ nted on the back of Detail ❑ Plans,❑ Special Conditions ❑. Mike Crump Director of Public Works Expiration Date: By GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of,way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to. travel by the gene -al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed testmethod. b.. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (955o) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 95;'o. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, .borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior tv the construction. All surfacing materials of roadways and driveway approaches, cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. 'NC=OACHME�iT PERMIT COUNTY'OF BUTTE DEPARTMENT OF PUBLIC WORKS n., 7 COUNTY CENTER.DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 , , 7 APPLICATION I/VIIE, the=county ned, hereby apply to the County of Butte for an encroachment permit to do the following work under or roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME: ,SIGNATURE: D 1� MAILING ADDRESS: '7LX W +-f GN�C.O. (,A PHONE: 530 - 533-1)Im0(6 (w) DATE: '] - % 9 - 9Q LOCATION OF WORK TO BE. DONE: 040 - L1n 0 - 0 t3 . ./D 642/W Cre.r,� ",i ; TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ LEASE CHECK) 2. Driveway (List Type):. 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request n" subject to all terms, condition cluding tho printed on the back of this form) and special conditions written below, permissio is hereb)or d. SPECIAL CONDITIONS: D ❑ AII work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works r Expiration Date: By AVA t r NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 538-7681 PERMIT # DISTRICT APPLICATION I/VIIE, the=county ned, hereby apply to the County of Butte for an encroachment permit to do the following work under or roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME: ,SIGNATURE: D 1� MAILING ADDRESS: '7LX W +-f GN�C.O. (,A PHONE: 530 - 533-1)Im0(6 (w) DATE: '] - % 9 - 9Q LOCATION OF WORK TO BE. DONE: 040 - L1n 0 - 0 t3 . ./D 642/W Cre.r,� ",i ; TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ LEASE CHECK) 2. Driveway (List Type):. 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request n" subject to all terms, condition cluding tho printed on the back of this form) and special conditions written below, permissio is hereb)or d. SPECIAL CONDITIONS: D ❑ AII work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works r Expiration Date: By AVA t r GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done sub'ect to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the gene -al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95%) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. \Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 9546. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than )0%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of Lhe excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE REEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. %i�'Q r ..rfi'� 9YJir3 ¢k�i¢'f �t 11' Y + 1'S�1�Y.. t��T fl• �� 1Wr 7�-° ♦♦��yYi 4. ;y �� �r - sA,!"-ENCRDACHMENT PER, COUN- Y , OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CEME-R DRIVE, OROVILLE,.CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County, ordinances and general laws. (All information except 'Isignature must be typed or legibly printed.) NAME: ��'O� l{O kd% •. SIGNATURE: r• MAILING ADDRESS: 3L0 't2aA "J' W 4`1 PHONE: 530- 5133--0Go(0 lam) DATE: '— q - qa LOCATION OF WORK TO BE DONE: 040 Wr) 0 -- O 13 J� TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (LEASE CHECK) 2. Driveway (List Type):, 3'. Underground Conduit 4. Other: ' PERMIT GRANTED In compliance with your above request, and/subject to all terms, conditions' (y'nclue ing this form) and special conditions written below, permission 's hereb n d. SPECIAL CONDITIONS: Y@y ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ rinted on the back of Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works Expiration Date: :i - w N� By, ,AT 4r HOURS BEFORE [PhonNOTIFY COUNTY ORK IS TO BE DONE e:(530) 538-7681 'PERMIT # DISTRICT IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County, ordinances and general laws. (All information except 'Isignature must be typed or legibly printed.) NAME: ��'O� l{O kd% •. SIGNATURE: r• MAILING ADDRESS: 3L0 't2aA "J' W 4`1 PHONE: 530- 5133--0Go(0 lam) DATE: '— q - qa LOCATION OF WORK TO BE DONE: 040 Wr) 0 -- O 13 J� TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (LEASE CHECK) 2. Driveway (List Type):, 3'. Underground Conduit 4. Other: ' PERMIT GRANTED In compliance with your above request, and/subject to all terms, conditions' (y'nclue ing this form) and special conditions written below, permission 's hereb n d. SPECIAL CONDITIONS: Y@y ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ rinted on the back of Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works Expiration Date: :i - w N� By, ,AT GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the general public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in -such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test. method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95`a) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 955b. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 905. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. C A & Q ENGINEERING Civil Engineers 1280 E. 9th Street Chico, CA. 95928 C(3UMV oi: 893_0631 BUILDING DEPT June 6, 1995 Building Official County of Butte 7 County Center Drive _ Oroville, CA 95965 Re: Flood Plain Elevation for AP No. 040-4.70-0°13 Gold eek Way Lee Gentlemen, Please be advised that I have determined that the 100 year flood plain elevation at the subject parcel site is 208.10 U.S.C. & G. S. datum. This determination was made by setting the flood plain elevation 7 feet above the channel bottom of Commanche Creek as directed by the FEMA letter to Butte County dated Novem- ber 22, 1989. The attached plat indicates the property location. Existing ground at the proposed building site is at elevation 205.94, U.S.C. & G.S. datum. A temporary bench mark, at eleva- tion 206.59 U.S.C.. & G. S. datum, has been established on top of the sidewalk (PK Nail) located at the front of the property. Fin- ished floor for habitable buildings should be 1.51 feet above the bench mark to be at -or above the 100 year flood plain. Since r ly, Mark E. Risso OFA S'p RCE 24016 Exp 12/31/97 �o MER: ch ENcl. cc: Sicke Lee Z Expm,' : JV31/37 r Aja L'lyQl 16 IVi y.✓ - 3 jN{YI +i �rrYA T ,�,�^ l�Y Vii.. �Y�G � ^•. Ya.:' } y � ' '� I o 0 Y Y /ni 90111, �I. :Io- At • .""a "" n �: '.dlr /O, it /� ,I. •9� • ' 1 „Y, ''.! t . �' e. r„ y.F�. •tl ��mm ill h SSI �' �'� ` , . { .:� ' � I � .-tib '�• 1 1 5}U4 t �� I I•,�'�� - '� \' iry...` .\,;� .\ W} r 'K 5uu1 L 0 r (1 f ld3C1 JN[allnfl wC�,1Q A LPIfloo t 5uu1 L 0 r (1 f ld3C1 JN[allnfl wC�,1Q A LPIfloo 1� 8c Q ENGINEERING IVI NG9N RS•SURVEYORS*PLANNERS 1280 E. 9th ST. SUITE C CHICO, CA. 95928 (916) 893-0631 Building Official County of Butte 7 County center Drive Oroville, CA 959.65 BUILDING PERMIT SITE PLAN CHECKLIST APN: ()Ll 0- (-l-) b-- I Building Permit No.: 9-C) -�--� Proposed Use: SFD O MH U Res. Accessory U Ag. Bldg. 0 Commercial 0 industrW Q Other. Zone District: R- 1 General Plan: The Proposed Use Is: Permitted: --=� Not Permitted: Requires a Use Permit:._ Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created ByMaps No: ' Yes: �. Book/Page Map Conditions? No: Yes: , See reverse side = Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side Side, street Rear��' Height Parcel in Land Conservation Agreement? No: Yes: , Check Use Parcel in North Chico Specific Plan? No: ->< Yes: , Check NCSP Zoning Parcel in Floodplain? No: -7:-< Yes: , Zone: Panel No.: 0 00 1 Parcel in Enterprise Zone? No: --->< Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: R;:viewed By: LQ Date: I5--4 � CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: UNLSS OTHERWISE. NOTED, —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. , _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RP2). During contttucttoo. RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the mink to the dripline. Within this protective buffer,'no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shari be removed. I• . _3. Fencing for areas other than residential area shall be limited to a maximum of 5 wire strands. The lower -strand sball be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Cases 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systerns shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Gane for vegetation removal. Contact Fish tit Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be mads to die Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. —13. 14 K.IBLDCC H-4 FR.M 7 GREGORY ..A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: 'S I have reviewed the truss submittal for the above project and all loading design criteria have been met. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 28 -Jul -1999 1999-0032050 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lo'l- 13 A c R 11,5 SLA B D t V 15 ! o,.1 - G o I_ D G R rcr 1< u,,4-1 OF No. 040 -W10 —ot3 Date pb-110-C1q PROPERTY OWNERS: 1 � - State of California County of $u"fTIE On 3u.t y 1,0 i' clgq before me, ^ 1 In , t t r% T A l Tim , 1 --- personally appeared Ror:6a-(;L7 -- personallyappearedRo3E>zT T• 14-oRrkE �hlp N&LDA HORNS 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 hand and M ficial seal. u:. David J. Dalton ^ Signatu ai-'7 i Seal: 0 NOT ROY PUSUC't52 CAOLLIIFORNIA D CUTTE COUNTY Q ,F Comm. Exp. Oct. 31. 2001 A.P.# o4o-Hr)o -o13 l/ LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building PennitNo. 99-1423 NAMEOWNERS HORNE NUMBER 040-470-013 PRINT LAST NAME FIRST ADDRESS/LOCATION: 10 GOLD CREEK WAY, CHICO COUNTY ZONING �n DESIGNATION: �`� FLOOD MAP: FLOOD ZONE: Ar X APPROVED: CONDITIONALLY APPROVED: ✓ RESOLVE PROBLEMS PRIG TO APPROVAL: DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: PARCEL CREATION BY DEEDS OR MAP YES NO DEED REFERENCE: COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED: YES NO YES NO- MAP INFORMATION: DATE OF RECORDING: LOT BOOK 72 PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. 9. —10. �X_ Connect to a public water supply. Connect to a public sewer system. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. SES ^72M 1S-I(o ATL N N Y-) I11()Ns 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. `..Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22. 23. 24. 25. 26. AI 31W6 �0 k.NnOD 666` 0 £ N A r LD 6/98 Qin t)13V FORMS\BLDG PERMIT CLEARANCE t NOTES RESIDENTIAL 040-470-013 99-2696 PERMIT NO.'- --HORNE, -ROBERT 10 GOLD CREEK WAY, CHICO CONTR: SICKE i NEW DETACHED GARAGE ti t t i t i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature x-- ��-- / = OK 0 = Not OIG _ �e - = NotApplicatile, MOBILE HOMES = Not beady 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-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. .6/22, /av R-3, S GGA Brow.✓ C ea,+- Olt MISCELLA US Date DECKS, COVERS, CARPORTS ARA (Plans) OK except #'s o g Requirements -Setbacks -Easements ootings; 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 nElectric c' 8. Frmg.; Sills-Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing / P Nat. or / /"L"ft./ PLPG Ext.; Steps -Doors -Landings 7. Well Clearance & Discorinect 8. Utility Clearance Date Card B-1 Date Card B-1 Date AL (Plans) OK except #'s Setbacks -Easements Date Soils; Compaction -Structure Stability Card B-1 Date Card B-1 Date 4. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s _�--- 6. 1. Zoning Requirements -Setbacks -Easements Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .6/22, /av R-3, S GGA Brow.✓ C ea,+- Olt MISCELLA US Date DECKS, COVERS, CARPORTS ARA (Plans) OK except #'s o g Requirements -Setbacks -Easements ootings; 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 nElectric c' 8. Frmg.; Sills-Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels T Date D Card B-1 t'e Card 6-1 Date Card B-1 Date Card B-1 Date AL (Plans) OK except #'s 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. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1. V = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel- Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 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. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Rate 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 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 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. 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 Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral IJ Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access -& Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 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• Ungle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll 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 Ht. & Dimensions 51. Garage Fire Protection Framing 52. Properly Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -N iling V neer 57. St M rip ed -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. EM. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. 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 & Receptacles 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 (F.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 ❑ Yes 82. Following Instld./Drive ] Yes ] No/Walks ] Yes 0 No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout 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 94. Address Posted 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: IrdOUNTY OF BUTTE - DEPARTMENT OF DEVEitOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53x.76,41 PE MIT N . (Rev. 12/96) APPLICATION AND PERMIT -r �--aq'' Y� ASSESSOR PARCEL NUMBER 040-470-013 ZONING R 1 BUILDINGPERMIT OWNER HORNE, ROBERT TELEPHONE 342.2852 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 20 DEAN WAY, CHICO, 95926 CONTRACTOR'S NAME STEVE SICKE TE345-5740 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 19.4 0.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 134.55 BUILDING ADDRESS 10 GOLD CREEK WAY, CHICOEnergy Plan Checking Fee $ $ PERMIT FEE LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW DETACHED GARAGE RE: 99-1423 (NEW SF) Gas piping stem 1 - 5 outlets 15.00 Building sewer . 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Fee 20.00 LESS Main Service 20.A 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. s 0 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 1000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a acc. sLAs. 3.5¢Fr; NEW CONS MULTI -OUTLET NON RESID. C @7.50 OWER APPARATUS d SINGLE OtlrLET CIR. Ex. Occup. OUTLET OR FD=RES BAIL @'.50 Ex. Occup. oUTLEEOfSA REESSID.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ 57, so 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 1 $ Policy Number (The above sections need not be completed if the permit is for work of a valuation f 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 comply with those provisions. / X _�— �d�v __. Date 1 I— Ot —qq Signature of Applicant - Owner ❑ Contractor ❑ Agent .7 i�(c�� � An OSHA permit is required for excavations ove 5'0' e p a d de olition o /co str tion of structures over 3. stories in height. �� / �jf 0 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE OTAL FEE $ HAZ. D IMP FLOOD CDF PARCEL PD HD 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 Dae ! 7 PERMIT EXPIRES ON �� z 2 00 Det, Receipt No.281011/$1941 T WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT - 3..,,-.p: ..,- �.a '�,k.,;�r. tR`t ;� ' ' 1r „�. ..pi;4?� t' ,r !"�n' v.ti'"YF�"r`'�-'�y..<`...,-L..,..,frftiF��k+✓'*.-,4t�y.�l-r w3�.,';. ... Z- .. ) � % 1 COUNTY OF BUTTE - DEPARTMENT OF DEV&61'MENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA" 95965 - TELEPHONE ( 38-7541 PERMIT APPLICATION DATA SHEET OWNER: /7�` lZc _� ASSESSOR PARCEL NUMBER: U- �/ 7 V - o /3 Proposed Building Use: 4 �Building Inspector: Date: 2 At time of permit application, I was advised the following data must be submitted prior to permfi proce sing and/or issuance: Date Received By 1. items have been submitted-------------------------------------------------------------------------------------- Plo ans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑ En tiered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ngineered 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. 9. M ufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $------------------------------------------------------------------------------------- ❑ 11. Impactffs as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ----------------------------------------------------= ---------------------------------- wY , S*tation and plot plan approval Health. Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.---------------p------------------------------------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. -------- ;7 ------------ ❑ 17. Planning approval for (A) Use (B) Parking:r -• ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. r 019. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on 1'01.27%' (Date:, ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ---------------- Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - --------=----------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. 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. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: --------------❑30.Other:------- When you issue the permit, process as follows 11 Mail to owner, ❑Mail to contractor. ra kelephon Sn,3' 74 06 and hold for pickup at 0/'t_>- office. ❑ Deliver with inspector. • +l +� 1 APPlicant: 1`17C ��►�4_ Date: t i- }'-1- q c( . Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Ve'r: , ❑ Air Pollution Date: By: Copy of plans'sent ❑Health Department, ❑Fire DepartmDate: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was idvised of the above required data by ❑ phone; ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required j"y/,!pfi9 eudmail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above bye ph9nej, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advise d o,t� ;e , by�dn�, ❑ mail, ❑ Building D' rsion counter, by Date: Plans reviewed by: ate: 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. , TO: Building. Department FROM: Environmental Health SUBJECT: Sanitation Clearance 9�- al � �� :r E.HdU'iE )�l Y Plot Plan Attached Floor Plan Attached Sant to 8." — — Aa Q-Olb CkLt�- OyAr- - 0/--� Owner Location AP# Plan Approved for: Sewage Disposal o,-� Water Supply: Public Private Well i --- Clearance for dwelling. Other _ Hold final for: Final clearance O.K. for: NOTE: 0 Environmental Health Specialist 8/96 Date COUNTY OF BUTTE - DEPARTMENT OF DEV,El;OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95'965 • Telephone (530) 538-7541 rp (Rev11,2i1a£) . APPLICATION AND PERMIT 9% " ' � AefStt011.AllC9.rtJttl91 c _ t m1.a _ BUILDING PERMIT otiv+a Ts API40" ` h L-;Z$SZ O U• OAC BUILDING VALUATION _ v cowrAAC Ne wTRUPINONG OOWRACT0n1 WAARM Aoof a `�. OONsTmicn011111091 uoorns ""'la'o ADOOM Fireplace Total Valuation i �� o "^ � 011 uceme NO. Firing Fee S 20.00 A11CIfT(1.T o11 ow.,oas W1LJg0 AODaEss Permit Fee = 7� euac�o ADOltlii Plan Checkin Fee = L/ Energy Plan Chocking Fee i / e WTNaueo1ve101A►wle G PERYIT FEE o. r �Z0 I o I// i c y ,lung roe 20.00 7.00 23.00 . 15.00 Gc 15.00 15.00 15.00 020.00 �m0 ng Fee 20.00 23.00 46.00 3.5CR --a, % 5 EX. Occur). ovTt£r OR FwTWp 2O 1.00 aAL s0 PLUMBING PERMIT Each Tr Solar or heat umventer heater Water piping SL TT USEOF8TRUCTURE SF O Duplex O Mobilehome O Other �Peefv TYPE OF WORK New Addition O Remodel O /0ee O Installation O Otter O Describe Work: JMobile Each gas water heater or vent Gas piping stem 1 - 5 outlets Building sower Home S G w Misc. Wirino PERMIT FEE _ c� ELECTRICAL PERMIT • _ ........ _ Main Service "0V OR �a 2ooA OilLESS I l\ .../q{�) D Main Service 20" TO IOOOAOR ADONS. OCCUR r �Z0 I o I// i c y ,lung roe 20.00 7.00 23.00 . 15.00 Gc 15.00 15.00 15.00 020.00 �m0 ng Fee 20.00 23.00 46.00 3.5CR --a, % 5 EX. Occur). ovTt£r OR FwTWp 2O 1.00 aAL s0 Ex. OCCU 01 TUE-TS o °FA 5.00 Temporary Service 23,00 Mobile Home Facilities 20.00 Misc. Wirino PERMIT FEE S s v U MECHANICAL PERMIT Fling Fee 20.00 Hentin Hood Ventilation 6.50 PERMIT FEI: I S Mobile Home Installation Fee I $ Energy Inspection Fee S 3c- coWr TYP£ TOTAL FEES MA2. 0. FEES n000 COF I PARcc: I PO .c This permit is hereby issued under the applicable provisions cf the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON lost.) LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design* ■ Roof, & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: 5 c E V c 51r-1'<1 Address: (SOL -D Cr2cCI'—, C-14( c v Job No: l101q A) a Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW Ll7lVluhit Co. INC. Quality Truss Design • Roof & Floor Systei (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and' bracing of wood trusses. ❑ Do Install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially In hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be Installed behind gutters. ❑ Do call Longfellow if you have questions or need additional Information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and etid-for-end orientation are correct.; GABLE Elll) OtIAII. HITS ILLY PREPARLD I'ROH COHI'111U1 1111'01 (LOADS 6 DIMENSIONS) S111111111T1) BY IIl11SS NIR. SiRONGUACK ((TAIL TO LEDGER 12' O.C. (BRACED AT 55' O.C. 1 �- � / R(1LT MATERIAL A35 /LEDGER (NAIL 113(K) (C) 10 VERTICAL F11111LUUKER 11/2-100 HAILS) �[ GAOL / GaELE ENO (K) SPACING FUR 113 = 56.0' O.C. REFER. III SIPPSUN CATALOG C-9411-1 FOR PRODUCT AIIAC111191I SIIECIFICAIIU14 (ATTACH A35 Ill FI DIRECT](" (M) 2X4 F.L. OR II.F. 12 OR BIP SIP.OPGBACK BRACE AGOIIAI �°.IS 2X LEDGER cull 01 IRLISSEI SIRUNGOACY. BRACED AT 55' O.C. (C) IX4 CONTDUfIDS LATERAL BRACING FOR BRACE (STRU)IGUACK ) HLMUER I.ONGER THAN 72'. ATTACH AT NIOPOINI OF EACH GRACE 'A/2-011 CCOMMUN HAILS. ME 24• MAX ��� / GABLE ENO OUILOUKER (PI) PEAK PLATE 10 HAICII COMMON TRUSSES. NOIE: CIIOP.OS TO BE 2X4 FIR-LARCII 42 HIII. U�, j (SI 1 SPLICE PLATE TO IIAICII CUIMON TRUSSES. NOTE: IHIS DETAIL. MAY BE USED FOR U Ii i-- (IU (III) IEEL PLATE 10 HAICII [019411( TRUSSES. MISSES '41111 PITCHED O.C. Ado. (D) DPTIDM ID WEB FtAr01G: USE (3)-2' NG DEPARTtAO WIRE STAPLES (0.072 OIA./15 GA.) lnE?TAILED 111RU CHORO 11110 WEB 6 11611 WED INTO CHORD Oil ONE FACE FUR A TOTAL OF 6 STAPLES. (Pi), (SI ) 6 (III ) MUST BE PLATED. (G) GABLE END OESIGII BASED ON 7511PH WIIID ODXPOS A E IRE '0' AT 0-25 FT HEAII PLATE MAX. WEB LENGTH IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 6 - 1011 COMMON BLOCK NAILS / o•oo 3-IOd NAILS EACII EIIO OUTLOOKER C2[TERIA 3.5' MAX. I'1P. 1101CH is 24' 0. E. I.5' MAX.' 12' HIM 24' MAX 2X4 F.L. LLIMOER GRADES L. 1 CEIIGI 1 W/ STROItMACK BRACE ( S ) STANDARD 5-11-0 II -10-0 IlElalr. , DUR.FAC. 1.15 FRO14 PDC SPACING PLT TYP. Wave TPI -95 It Design Criteria: TPI-95(STD O O Q Q •-WARNING** 11115511 R(OUIRE ((TRINE CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. AIF(A 10 HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLAT( 7-9-0 O SS Q INSIIIUI[. SB7 D'ONOFIDR., SVI I( NO. m SON. YI 1]119)• FOR SAFETY PRACTICES PRIOR 10 /(RFORNI NO (NESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAY[ PROPERLY ATTACHED A O AP111 C O SIRUCIUAAI PAREIS. BOTTOM CHORD SHAH HATE A PROPERLY AIIACH(D RIGID CIELING. "•IHPORIANf •" FURNISH A COPY OF IRIS DESIGN TO IN( INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNAIL 1101 B( 11ESPONSIBI( F00. ANY DEYIAIION FROM IHIS DESIGN; ANY FAILURE 10 BU.10 IN[ TRUSSES IN CONFORMANCI YIIN IP 1: OR FABR I CAI IND• IIANOL TNG, SHIPPING, IN STALIA110N OR C7 yA K BA ACINO OF TRUSSES. IHIS DESIGN CONFORMS YtiH APPIICABI[ PR0 ISIONS OF NOS (MAIIONAI 0[SIGN Z�T�RU SI(CIFICAIION PUBLISHED B1 INT AMERICAN FOREST AND PAPA ASSOCIATION) AND IPI. AI/TNI C CIORI OF TOGA R A663 7 GALT. XCEPT AS NOTED. APPLY RS 10 10(HEAVIS['TOWED IJ s EACNIFACT OFNI AU SS( ANO UNLESS ONE THIS DESIGN. POSITION CONNECTORS( PIN Of AIH(GIAUSS OI11* P IC ILO N(A[AAND SHAM N1.1[O[•P(111D UPO11 N ANYYOTHERPWAY[S ONLY 10 THE 0[SICM 6 - 1011 COMMON BLOCK NAILS / o•oo 3-IOd NAILS EACII EIIO OUTLOOKER C2[TERIA 3.5' MAX. I'1P. 1101CH is 24' 0. E. I.5' MAX.' 12' HIM 24' MAX 2X4 F.L. LLIMOER GRADES MAX. LENGIIIAX. WITIIGUI BRAC OIG (ll) CEIIGI 1 W/ STROItMACK BRACE ( S ) STANDARD 5-11-0 II -10-0 SE014 - 25458 DUR.FAC. 1.15 FRO14 PDC SPACING i 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-5-0 SS 7-9-0 15-6-0 ESS/pyo W 9A yc 4sa�5� * fll R��P 'A0 TC LL 30.0 PSF TC DL 15.0 PSF DC DL PSF . DC LL 0.0 PSF TOT.LD. 50.0 PSF REF R992 DATE 03/19/98 DRW COT 12 4 SE014 - 25458 DUR.FAC. 1.15 FRO14 PDC SPACING (sicki-sicki tl 30' comn ) `TOP CHORD 214 DF -L 01 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C -)- L.'_' co 0 O WSX4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 1 w2.5z4 -o H W1 .5X4.4%, 4 W2.5X4 e v A- r 4 O CY. a i Cz w 934 _ _ _ — cw W2.5X4 E9 WU8 s W3X6 s W2.5X4 a W4X4(A2) c.s z w w W1. 5X4 0 W4X4(A2) a z 12-0-012-0-D_I 15-0-0 J_ 15-0-0 J I 30-0-0 Over 2 Supports J R-1094 W-3.5• ` R-1094 W-3.5• +8-0-0 i. �ILD�NG DEPARTKNI w co PLT TYP. Wave TPI -95 R Design Criterla:.TPI STO 19 flag CA - 1 - - - F Scale —.1875"/Ft. rn • WARNING•• TRUSSES REQUIRE EITREME CARE 1/ FABRICATION, HANDLING, SHIPPING, INSTALLING AND E$aj TC LL 16.0 PSF REF 8427--36850 CT BRACIRG. 1110111 TO 110.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 07 INSTITUTE, 593 D'ONOFRIO GO., SUITE t00. MADISON. NI 55)19). FOR SAFETY PRACTICES PRIOR TO TRN ^w .� PERFORMINGTN ESE FUNCTIONS. UNLESS OTHERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED *' •11� �•� TC OL 10.0 PSF DATE 11/19/99 STRUCTURAL PANELS. BOTTOM CHORD SHALL BATE A PROPERLY ATTACHED RIGID CEILING. yyy .O CT '•IMPORTANT— roRRtSM A COPT 00 THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED 99 BC DL 7.0 PSF DRW CAUSR427 99323001 �—. PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; All FAILURE 70 5 r BD1LO TNC TRU35[. IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BC LL 0.0 PSF CA -ENG AEB/CWC ALPINE y ORACINO OF TINSSES. THIS DES IGT CONFORMS WITH APPLICABLE PROT I SI ONS OF NOS (NATIONAL DESIGN O SPECIFICATION PUBLISHED BY INC AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE "�. CONNICTORS ARE MADE OF ZOBA ASTM AS53 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L O . 33.0 PSF S E ON - 26350 EACH FACE OF TRUSS, AND UNLESS OTNEAYISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CRAVINGS ISO A -I. THE SEAL QI THIS CRANING 1101CATIS ACCEPTANCE OF PROFESSIONAL INGINCERING DUR.FAC. 1.25 FROM MD RESPONSIB�itnesI COHPON[HTILITY F I,ARV,PARYILILY CVLLRCBUILDI GUSS O ISDESIGN $HONK. THE THEOF THE BUILDINGITY AND DESSNER. PER THIS - SRaameaDD`CA95ffiS ANSI/m 1.1995 S1Cr10, 5. SPACING 24.0 This safety alert symbol is used to attract your 4Aattention! PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could, result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilitvofthe installer(builder, building contractor, licensed contractor, erectoror erection contracojto properly receive, unload, store, handle. install and brace metal plate connected wood trusses to protect life and prope*. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. ,A4 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved be presented as a guideforthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copy -ight © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no leas than 2x4 grade markedllumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. RU,SS�STORAGE .� CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral11 A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. [A:WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly —prohibited. Frame 1 . . . . . . . . . . . . . . . . . . . . . . . . . . CHORDTOP 0fli.: Diagonal brace also required on end verticals. — Top cnords that are laterally braced can buckle Up to 24' 1 3/12 1 81 1 17 1 12 2 nal bracing. Diagonal bracing should be nailed Over 24' - 42' 3/12 7' 1 10 1 6 114, � are attached to the topside of the top chord. Over 42' - 54' 3/12 6' 1 6 1 4 6' 84" Over 54' See a registered professional engineer 96" DF - Douglas Fir -Larch 8' SP - Southern Pine 2" 1 HF - Hem -Fir SPF - Spruce -Pine -Fir ry A cl; Diagonal brace also required on end verticals. — Top cnords that are laterally braced can buckle 1/4" 1 1 togefterand cause collapse if there is no diago- 1/2" 2 nal bracing. Diagonal bracing should be nailed 3/4" 3 to the underside of the top chord when purlins V 114, � are attached to the topside of the top chord. 1-1/4" Or legs =4e 12 ,77 3 or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required � A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A PLUMB Truss r%6 12" 1/4" 1 1 24"_ 1/2" 2 36" 3/4" 3 48" V 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 1 7 96" 2" 1 8' 108" 2" 1 9' ep. D(in) Lesser of D/50 or 2"_ Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. Lesser of L1200 or 2" L(in) - L(in) ............ ........... ::::: ............ Lesser of L/200 or 2" 200 50" 1 =4- 4.2' 100" 1/2" 1 8.3' 150" 3/4" 1 12.5' 200 200'. V 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A A on unbraced trusses. I Frame 6 ',IAWARNING: Do not attach cables, chains, or hooks to the web members. /610° so°ess INS; or less Tag roximately �'/tp Approximately Tag Line uss length '/2 truss length Line Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately '/z to i'3 truss length Less than or equal to 60' Tag Line Spreader Bar 1 Toe In Approximately L 1/2 to Y3 truss length Less than or equal to 60' Toe In 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- ,rary bracing Is installed. Tag Line Tag Line At or above mid -height Tag Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 iIruss of bracer oup of trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 ei L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Continuous Top Chord Lateral Brace T Required 10° or Greater Attachment Required - fpT�VS0�(Des) SPp,HF°U 2' o•c. AWARNING: Falluretofollowthese recommendations could result in severe personal injury ordamage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse Hthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the top chord. Frame 5 30" or greater 11 fess g2 o Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. ,, TOP CHORD TOP CHORD DIAGONAL BRACE: MINIMUM LATERAL BRACE .SPACING (DBs) SPAN DEPTH SPACING(LBs) #trusses 5P/DF: .> SPF./.H.F; Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 ei L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Continuous Top Chord Lateral Brace T Required 10° or Greater Attachment Required - fpT�VS0�(Des) SPp,HF°U 2' o•c. AWARNING: Falluretofollowthese recommendations could result in severe personal injury ordamage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse Hthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the top chord. Frame 5 30" or greater 11 fess g2 o Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 4 or greater Over 32'-4§ ' 4/12 6' 10 7 Over 48'- 60'1 4/12 1 5' 1 6 1 4 Over 60' See a registered professional engineer DF - Dounlas Fir -Larch SP - Southern Pine / HF - Hem -Fir SPF - Spruce -Pine -Fir t i Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required ��. trusses. 10' or Greater i Attachment Required >s i 0 o •q � "t ,32 0<� � f Top chordbteatarlaterallybraoedcan buckle ,^450 `+'t.`•' +`"s�!:<'r togetherand:ausecollaoseifthcreisnodiago i w nal bracing. Xaga•ral bracing st ould be nailed to the undardide o- the t -p chore when purlins �- are attached to the tops de of the top chord AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A DF - Doukas Fi 41ar>ch 3 HF - Hem F;r TOP CHORD 12 IAINIMUM55110111111 iTOPil.CHORD DlAGONAL�BRA*,...*PE .: tPITr'H LATERAL BRACE 'SPACING (DBS). SPAN DIF EREUCE iSPACING(LBS) [# trusses] ..:_...._ .... Up to 28• 2S 7' 17 12 Over 28'- 42' 3.0 6' 9 6. Over 42':- 50' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Doukas Fi 41ar>ch SP - Southern Pine HF - Hem F;r SPF - Spruce -Pine -Fir 12 Continuo=us Top Chord Lateral Brace All lateral braces Required ` lapped at least 2 trusses. 10' or-Greate mprr!' Required Requiree �'QSS Frame 3 12 i 0 ti \ 00� ,tai ey°C�c 95 tt\ Top chords that are laterally braced can buckle togetherandcausecollapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins c4go - are attached to the topside of the top chord. Frame 3 12 ------ 1 4 or greater SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated -at each end of the building and at same 'spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. ;i.Pe �. `i 1 nr Apt: STRUCTURE¢ AND EQUOWENY G=M= ONFPHANGS• SHALL BE CLEAR OF ALL A SET PACK ' ®I= FT. FROM SIDEAND+ f' NHIE REAR PROPE LINES AND Fr..FROMI THE ROAD CENtERLIN HALL BE, . OF STRUCTURES- EQU FOR A-2 Fr. IPME "CEPT �AVff QVERHANQ t , i 4("til ¢ •,. t1 4 t[ t+ :y?j.iZAI ys�tj�� +�� N v;SV :S �,, i. Y t�^Y �i Z.y� ♦7..Y rh 7 �.: ,!, e i�S (.' :!• I f s _',,'C;;, � Fa ;t ,ifd�fil♦ L �.[, -:c? 4 � .. .. S - 1. •1 , N ol Tit q: '4.: i• ..1` 1 � t�.'i.�+;�Rk. !`'P� ` -SGV ' ` '!� g ' M b �'�'' � 1t i 1��t, �+�' 411 � � � x •.. � .. .. � ural- 1). Yb G r ., , i• ) 'S i�wyyt' . i. '`r^ .. ,[ r! V+L rL�M •n'. •� r•,.`J•; � .. •a4 aHl it S - Air t ? N 'r i .l , .' • '- :. l � 4- � �. ��: , pQtuAY -/! •i Y1.�.1 '�. r0'- .y .. •� � i '` � b a' Sega 17 0000. COW Liu \ b4.. aft y. a �i ,i� l Y ' b. f • ,x; = •M1 4} PP� y� JOU ���:� N`T_ s . i q-_ O ^ �� �� �, � /� ��Y\•� 1 �+ T ` 0 0 1 = t �J r' '`"' P -1- � � �� , � �� � o t C A W Q� r M1 r to W � � A A4'oC- P 5�n5 .14 BUIL- DING DEPARTMEW 40PROV�; cutc 7Z �OwSd �v��ioN Qe4* 1 ,46 6)c- -hs L-Rs It Pati U-� Ila im 52 '� _ 777 d a 0 m. < D. in an -j 1� . 7 2'-8" MIN. ,, „ 2 8 MIN, ( 2) 2"X fOP PLATE ------ -- -- --- 11 HEADEK I I, I; II II II ;I �I I LS__S_� I 11 I I I IL__ __ • •'I I I MI I I2"X 2pG�Vc�� B SA.1I7 I.KG. w�I�. Q 5}A1MNG 1 L • _Jy I-.._._.1 I I I ;; I JOWf5 (OMW FACE t0 HAT�m) oil I APA XqW 5fATHN6 V 8" ANN. APPLEV t0 ONE FACE. NAL Wi'M- 'f ' 8d COMMON OR GAIN. "NAL5' o 6" O.C. ALONG M5, Mf712" d k Lop, ' ;•; ; , O.C. IN FIEIA- pEQ�'i'�0� 11 VOLM15 5fl.D5 Af CGUR5 *V II I C014MI;51W Mr5 & WA-9fZ MIN. 1/ 2" jrAB. ANCHOR paf5 W11H . . I" MW. EM3EDMENf -- /-/ FIN. ' am I I 1 I 2"X . 5LL PLATE 2 L 1 J E-0 EQ EQ --------------------------------------- --------------------------------------- ----------------------------------- i, -----------------------------------------� i 1. " top ADDITIONAL INFORMATION: I hearby 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 if or when offered for sale. RaQ,e� `40-I1►^Q.- i!- t 9- c cl OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: OWNER'S SIGNATURE DATE DATE: t A 12 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING E: -0HO - 1-fn0 —o i3 PMT. # OWNER: R o 6 ('i 0.i 4O P, r-) a. PHONE: .. X-:30- 9 Ya -a85'1 MAIL ADDRESS: 'O -O DIrL -n1 LL) /d•y s33 —i,7 60a SITE ADDRESS: 1© Cpo t--)) G R (ilt K w 4 y C, (4 PROPOSED USE: 01, 4a A C� (-dei(4e fri f20Q C, e5 P, Mk"g r- ToOL$' PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 2. Is the structure already built, 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 lines? 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 existing access to a county maintained road? 13. Will the proposed structure encroach within any recorded easement? CONSTRUCTION FEATURES: Yes: �_ No: Yes: �_ No: Yes: No: _�K Yes: No: X_ Yes: No: x Yes: No: X Yes: No: x Yes: No: iC Yes: No: x Yes: No: )_ Yes: No: IK Yes: No: X Yes: No: x- 14. Will this building have insulated floor, walls, or ceiling? Yes: No: c 15. Will this building be heated or cooled? Yes: No: `X 16. Will this building have a water closetttoilet? Yes: No: iC 17. Will this building have a sink? Yes: No: x- 18. Will this building have a water heater? Yes: No: _ x 19. What type of floor covering will the building have? ^fA c, (L,4—) (7,c-,90 A 20. What type of wall covering Will the building have? 5 I q G C.& Ni ES J Jp poo X_i goal eA" /tel !ia A0, N©�' rocp 1 v� �✓d(J { Cp!/tt ✓ J t ,f,e6 ,4 V0 - ---- - i---__• -- RESIDENTIAL 040-470-013 9971423 PERMIT NO. I HORNE, Bob to Gold Creek Way, Chico Contr: Unknown / New Single Family /J Fh;?16� 4J��o��✓�ara�� `i9— ��9,G 13/1,14 E ahn- CM %T SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS �~ Dated Meter By ELECTRIC .Meter_n--- OFFICE COPY Address GAS Meter By �,- Datl__�* I ELECTRIC Meter By `—f Date __ ____ J JOB FINALED (Date) Signature = OK 0 = Not OK - = Not Applicable = Not Ready u MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1.. Zoning Requirements -Setbacks -Easements ` 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- Bea ms- 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'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-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. ;1. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-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. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 �gy V= OK 0 = Not OK - = Not Applicable = Not Ready Date /Underfloor (Plans) OK RESIDENTIAL (Single & Duplex) t #'s I Date /O 'Iff Oning-Setbacks- Ease ment -Flood-Slope VA., Main; Soils-Elec. .-/ rrFtg. Depth le,Y(9.1 Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth ..Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped emwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. lab, Steel -Wrapped Pie2r- Fireplace Ftg.-Steel 10. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test OF Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 12. Water Pipe; Test -Anchors -Regulator -Service Test Electric Underground 13. Hums & Ducts; C ran - ateri uppo ns. J 3 dh .Girders -Sills ch o J s a rippies 15 AcgOgs & Ventilation 16. Insulation Date o Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date RAMI G (Permit) OK except #'s is oper Materials & Anchors tuds-Nailing Spacing & Braces -Plates -Sound 4*0fep,,1K'g Walls over Girders & Floor Nailing r top in Walls (rat proof) re ops, Furred Ceilings -Stairs -Chasers -Tubs 48 eaders & Beams -Size & Bearina li . Joist-Rttr. Ties-Purlin-Rolf Bra .- -Sf 1N 9.-R#rr9. 4 ire ce Ties or TYPP A Flue- Fire-oWce Throat Clearance 5Z,IgfiPfm. Windows or Exiting Doors -Sill Ht. & Dimensions j, arage Fire Protection Framing C C 6f;; t me it wall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5A Ma!Xea room -Rise -Run -Landing -Fire Protection 95 Ivwood on Roof Overhang -Attic Vents -Rafter Outriooers Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access vV S-451-azing Area -Glass Protection- kylights-Plastic 59. Shear Walls; N e g -B 1 jFa T44 11 k 60. ace Interior/Exteri I Panels 92!Infiltration-Walls-Windows Date V O Card B-1 Date Card B-1 Dat // DO Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext. eps-Dbor & Sidelight Protection -Landing 6 mo elector urnace��Vents-clearance-Comb, Air -Connector - In Gafane; Above Floor -Ducts -Mach. Protection CsZ�'F Bath Fixtures & Tub Access -Spa ,6 lec. Trim'& Subpanel, Breaker Sizes & Labels Fir pf5ce or Stove, Clearance -Hearth lec. Outletsat Wood Panel, Int. & Ext. Fixt. Appliance; Ground -Air G -Cook' arance 7 tlets &,R'eceptacles at Kit. Counter 74. age ' e Door; Swing -landing -Closure 75. Duct in Garage -Damper tr. r.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection , Elec. & Mech. Equip. Listed for Location 4KXec. Receptacles in Garage (F.F.I.)-Romex Protection ulaiion-Foam-Looked in Attic 81. Fdn. VBents & Crawl Hole Dom.DseA'nage & Wood -Earth Clearance Looked under Floor ❑ Yes 8 ollowing,lasfld./Drive '] Yes J NoMalks .J Yes j No/Planters ] Yes ] No Date - t I Card B-1 Date Card B-1 Date 3 41, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 12 Date _ Datet Card B -S; e _.-I Date Card B-1 Card B-1 Date Card B-1 Date DOMBING (Permit) OK except #'s Wg'ter Htr.; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection V. Shower an; Test, First Floor -Tub Access 21. T ub & Shower, Second Floor -Tub Access 2 3s)Oo Gas Pipe; Sixe & Anchors 33. C es Closet Light -Shower Light -Spa Light Date Date 60 rJ Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date f? = s ? 23. Fixture & Transformer Clearance -Ins. Protection Date o Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date RAMI G (Permit) OK except #'s is oper Materials & Anchors tuds-Nailing Spacing & Braces -Plates -Sound 4*0fep,,1K'g Walls over Girders & Floor Nailing r top in Walls (rat proof) re ops, Furred Ceilings -Stairs -Chasers -Tubs 48 eaders & Beams -Size & Bearina li . Joist-Rttr. Ties-Purlin-Rolf Bra .- -Sf 1N 9.-R#rr9. 4 ire ce Ties or TYPP A Flue- Fire-oWce Throat Clearance 5Z,IgfiPfm. Windows or Exiting Doors -Sill Ht. & Dimensions j, arage Fire Protection Framing C C 6f;; t me it wall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5A Ma!Xea room -Rise -Run -Landing -Fire Protection 95 Ivwood on Roof Overhang -Attic Vents -Rafter Outriooers Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access vV S-451-azing Area -Glass Protection- kylights-Plastic 59. Shear Walls; N e g -B 1 jFa T44 11 k 60. ace Interior/Exteri I Panels 92!Infiltration-Walls-Windows Date V O Card B-1 Date Card B-1 Dat // DO Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext. eps-Dbor & Sidelight Protection -Landing 6 mo elector urnace��Vents-clearance-Comb, Air -Connector - In Gafane; Above Floor -Ducts -Mach. Protection CsZ�'F Bath Fixtures & Tub Access -Spa ,6 lec. Trim'& Subpanel, Breaker Sizes & Labels Fir pf5ce or Stove, Clearance -Hearth lec. Outletsat Wood Panel, Int. & Ext. Fixt. Appliance; Ground -Air G -Cook' arance 7 tlets &,R'eceptacles at Kit. Counter 74. age ' e Door; Swing -landing -Closure 75. Duct in Garage -Damper tr. r.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection , Elec. & Mech. Equip. Listed for Location 4KXec. Receptacles in Garage (F.F.I.)-Romex Protection ulaiion-Foam-Looked in Attic 81. Fdn. VBents & Crawl Hole Dom.DseA'nage & Wood -Earth Clearance Looked under Floor ❑ Yes 8 ollowing,lasfld./Drive '] Yes J NoMalks .J Yes j No/Planters ] Yes ] No Date - t I Card B-1 Date Card B-1 Date 3 41, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 41.15� Receptacles Spacing -Lights & Switches at Doors 264.0'Sj;,e'Boxes & No. of Conductors Stapled Ar"R'gwre'x Installed Close to Edge of Studs & C.J. EquipGround made up w/Mech Fasteners -Bond Gas & Water lance Circuits in Kitchen & Conductor Size GFI bfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / ffl / gdZdr At Range Circle //D / gar AI -Oven Circ. /P / g u r At Igsdated Neutral W6s O o 2 3s)Oo Service-Riser-ee"doetors & Golrdhrd Main QWconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. C es Closet Light -Shower Light -Spa Light s. . Smoke Detector Date D 0 Card B-1 Date Card B-1 Date f? = s ? Card B-1 Date Card B-1 Date f M ANICAL (Permit) OK except #'s Ducts Insulation & Support Vent Fan, Exhaust above insulation . C_qpdensate Drain & Overflow, Size & Grade Fur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date o Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date RAMI G (Permit) OK except #'s is oper Materials & Anchors tuds-Nailing Spacing & Braces -Plates -Sound 4*0fep,,1K'g Walls over Girders & Floor Nailing r top in Walls (rat proof) re ops, Furred Ceilings -Stairs -Chasers -Tubs 48 eaders & Beams -Size & Bearina li . Joist-Rttr. Ties-Purlin-Rolf Bra .- -Sf 1N 9.-R#rr9. 4 ire ce Ties or TYPP A Flue- Fire-oWce Throat Clearance 5Z,IgfiPfm. Windows or Exiting Doors -Sill Ht. & Dimensions j, arage Fire Protection Framing C C 6f;; t me it wall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5A Ma!Xea room -Rise -Run -Landing -Fire Protection 95 Ivwood on Roof Overhang -Attic Vents -Rafter Outriooers Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access vV S-451-azing Area -Glass Protection- kylights-Plastic 59. Shear Walls; N e g -B 1 jFa T44 11 k 60. ace Interior/Exteri I Panels 92!Infiltration-Walls-Windows Date V O Card B-1 Date Card B-1 Dat // DO Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext. eps-Dbor & Sidelight Protection -Landing 6 mo elector urnace��Vents-clearance-Comb, Air -Connector - In Gafane; Above Floor -Ducts -Mach. Protection CsZ�'F Bath Fixtures & Tub Access -Spa ,6 lec. Trim'& Subpanel, Breaker Sizes & Labels Fir pf5ce or Stove, Clearance -Hearth lec. Outletsat Wood Panel, Int. & Ext. Fixt. Appliance; Ground -Air G -Cook' arance 7 tlets &,R'eceptacles at Kit. Counter 74. age ' e Door; Swing -landing -Closure 75. Duct in Garage -Damper tr. r.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection , Elec. & Mech. Equip. Listed for Location 4KXec. Receptacles in Garage (F.F.I.)-Romex Protection ulaiion-Foam-Looked in Attic 81. Fdn. VBents & Crawl Hole Dom.DseA'nage & Wood -Earth Clearance Looked under Floor ❑ Yes 8 ollowing,lasfld./Drive '] Yes J NoMalks .J Yes j No/Planters ] Yes ] No Date - t I Card B-1 Date Card B-1 Date 3 41, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE..,,,.,:.. ,y- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ''`" CORRECTION NOTICE ra OWNER PERMIT NO. _ A routine inspection indicates that the following violations of butte county Ordinances exist at the ` above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont9icf this office immediately. 1-"Apyilvf� 5 7Z/l/r 4� I `U / f / / r r ( /",/,. -/-<i r7 h'-T- i'A 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 0 frr CORRECTION NOTICE',, OWNER PERMIT NO. A routine dicates that the following violations of butte county Ordinances exist at the AV address 0 above address a should be corrected. Please notice this office when correction of work is Zinspection completed. If y have any questions pertaining to this matter, or need additional explanation, p s cc t s office i, ,please conta this office immediately. i'A COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES k411 Main Street • Chico, CA • (530) 891-2751 7 Cotinty Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE /y2 3 OWNER / : PERMIT NO. A routine inspection indicates that the following violations,of butte county Ordinances exist at the above address and should be,corrected. Please notice this office when correction f work is completed. If you have any questions pertaining to this matter, or need additional e lanation, please contact this office immediately. v w _ 1 ! . - • _ / _ . . j _ I _ 1 lee Date 1 0D Inspector REV 1 /92 S• COUNTY OF BUTTE BUILDING DIVISION V DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 / 4: 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Ci /- -/./— 7 OWNER PERMIT NO. A routine ins ection indicates that the following violations of butte county Ordinances exist at the above a. ss and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. el l v� -t l'Li % iJ✓!ti a .,i li,P�v72--ri � o v -L N .S v� / � � io ..i �i -tet -� O [ • �l19w.4.10 11-%01. / LB-;np Ae e- --�N c G o �G �f ,� / D a i' 00 Date � Inspector �5S 'P REV 10/92 C F7- 71 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE'' OWNER PERMIT NO. y 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, please contact this office immediately. r 01 ;Y L"'fp / h, -a. "_ ,,aeGs T b WWAIMW Date O 0 Inspector �x 5 S (�_ 2 REV 10192 i, v,.r- „�' .`*-w�rnrt+r•s�....�;..p+. .y3-. ,. .. - . ..^9r� � �irFw+9rt� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is —completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 0yoi r'2 "o I i� Date %Z Inspector REV 10/92 ' *- t"'T COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE )yam OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should'be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. racfro /i fie. r1CV 1V/AL LOERKE INSULATION CO., INC. P� "` F- rt- / 4 ~ !t�3 INSULATION CERTIFICATE Gold Creek Way il�_ /V Chico Number andS treeCity Silver Creek Lot 13 G9unty dub livis0 LQt_Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inc 2. CEILING Batt or Blanket Type Fiberglass atts Thickness (inches) 13" Brand Name Thermal Resistance (R-Va Brand Name Johns Manville Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 fib. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material _Ebergla - B fts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness ( DECLARATION Brand Name Johns-MaavHle Thermal Resistance (R -Value) R13 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Val I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. I C.L.#499150 Item #s i ure, Date Item #s Signature, Date Item #s Signature, Date LOERKE INSULATION CO., INC. Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Installing Subcontractor_ (Co. Name Or General Contractor (Co. Name) Or Owner- m Installing Subcontractor (Co. Nae) Or General Contractor (Co. Name) Or Owner L/ COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION D V 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PIT NO. (Rev. 12/96) APPLICATION AND PERMIT 7�� ASSESSOR PARCEL NUMBER 040-470-013 ZONING - BUILDING PERMIT OWNER HORNE, BOB NE TE342-2852 SO. FT. OCC. BUILDING VALUATION 2 • 00 . OWNERS MAULING ADDRESS 20 DEAN WAY, CHICO 95926 CONTRACTORS NAME UNKNOWN TELEPHONE 14, 220.00 CONTRACTORS MAILING ADDRESS 3,824.00 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace 1,500.00 Total Valuation1$166,046.00 ARCHITECT OR ENGINEER GREGORY A . PEITZ LICENSE NO. Filing Fee $ 20.00 Fee $ 874.00 ARCHITECT OR ENGINEERSPermit "�"�'� LINDO AVENUE, CHICO 95926 Plan Checking Fee $ 568.10 BUILDING ADDRESS 10 GOLD CREEK WAY, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,485.10 LOT NO. 13 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF )ff Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.00 98.00 Solar or heat'pump water heater 23.00 Water piping'. 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK Newyd Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 15 .00 Building sewer', 15.00 15.00 Mobile Home S I G W @20.00 PERMIT FEE S178.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AOR'SS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 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: ❑s owner of the property, or my employees with wages as their sole compensation, II do the work, and the structure is not intended or offered for sale. lias d owner of the property, am exclusively contracting with licensed contractors o construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46. 00 CCU000A NEW CONST. DWEWNG OCCUP. SG W:o so OR ADONS. ( 8 ACC. S.3.50-. 122.60 NO"ON.g0S1D. CIRCUITS MULTI -OUTLET @7,50 OWER APPARATUS 8 SINGLE OUTLET CAR. Ex. OCCu OUTLET OR FIXTURES 2U p 1.50 BAL O .SO Ex. Occu .Gun�°rs RsID°Esw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 MECHA ICAL PERMIT Fling Fee 20.00 Heating 14 TON 20.00 Cooling Hood 6.50 6 50 Ventilation PERMIT FEE S 4B -70 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.) p' 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. q X Q>� 1 Date Signature of Applicant - 9 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 $ cc R co TYPE � TOTAL FEE $ 19&9-20 HAz. F IMP r D CDF ARC EL pD E This permit is hereby ' ed under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. (j By D eT O PERMIT EXPIRES ON d Q Dete Receipt No. 273227/$645.82// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR LDENROD- PPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Countyt^enter Drive • Oroville, California 95965 • Telephone (530) 538-75410. NO. (Rev. 12/96) APPLICATION AND PERMIT �9 � ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT K1)0 - o(t) < OWNER SO. FT. C. BUILDING VALUATION BOA 0 7z L a y ,Q OWNER'S MAILING ADDRESS a0 wi9- c( cc CA g59OL6 CONTRACTOR'S NAME TELEPHONE 0 ,7Z0.0 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace l Total Valuation Is A/097 Verb, ARCHITECT OR ENGINEER LICENSE NO. tTZ Filing Fee $ 20.00 A. ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit Fee $ / 393 Q.o Lrr^-)bo (4, C-0Ico c4-45cizG Plan Checking Fee -Ip $ BUILDING aDD9S^ _ _ , , rj. \ Energy Plan Checking Fee $ LAT O.I SUBDNISION'S NAME113 I F USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: X73 aa7/� 45, � $ PERMIT FEE $ PERMIT FEE $ ELECTRICAL PLUMBING PERMIT Fling Fee 20.00 Fling Fee 20.0 Each Trap 7.00 ' poi oa mss Solar or heat pump water heater 23.00 Main Service Water piping 15.00 46.00 Each gas water heater or vent 1 ..00 DWELLING OCCUP. 6 ACC_ BLOS_FT Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 5.00 Mobile Home I S I G I W 020.00 EX. OCCU OURET OR FD(TURES PERMIT FEE $ e --- ELECTRICAL PERMIT Fling Fee 20.0 Main Service poi oa mss 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADDNS. DWELLING OCCUP. 6 ACC_ BLOS_FT 3.52s0 .7 EX. OCCU OURET OR FD(TURES � ''w BAL p .SO Ex. Occup. DFlxLrr Ers a� OR 5.00 —TemporaryService 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ , tLIGd MECHAN!,qAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 _ Ventilation 0 PERMIT FEE 1 $ t &-u C Mobile Home Installation Fee $ Energy Inspection Fee $ka Ac coU TvyE ET(�TjAEE $ SMAZ. /`. ESCDF pggCEL/ HD UE \ 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 I (Dere) J i wr COUNTY OF BUTTD - DEPARTMENT1OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: R'A 1-1-`e7i ASSESSORPARC ER: 0066 76 a/ 3 Proposed Building Use: Building Inspector: Date: 7-C4 -9 4 At time of permit application, I was advised the following data must be submitted prior to permit processing an or issuance: } Date Received By ❑ 1. All items have been submitted -------------------------- -`-------- --------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 1:15. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Energy Design Compliance and supporting documentation. -- �C u� $ 1 g ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- 118. Hazardous Material Form. ------------------------------------------------------------------------------------------ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ 0. Fees of $ - ----1.213 --��- ------------------------------------------------------ ------ Volft—Impact fees as shown on the attached schedule. ---------------------- ---------------------------------------- ❑ 12. California Department of Forestry plan approval/fees- --------------------------------------------------------- 1113. -------------------------------------------------------- ❑13. Flood' elevation certificate. ------------------------------------------------------------------------------------- JA<4 Sanitation and plot plan approvalcgr4e"-OHealth.Department--------------- --------------------------------------- -7- El ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 7. Planning approval for (A) Use: Q(B) Parking; _. 8. ontact Land Development about lyImprovements, ❑ Drainage, eLegal Parcel. 9. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). Cl 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). 24 't r of signature authorization. ------------------------------- Recorded copy of Agricult�al Acknowledgment Statement. ❑26. Letter of intent on buildinge.---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. -------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: (Date) .: i�'�� 11, W;h n you issue the p Z t, opess as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephoned'�Z and hold for pickup at tf�� office. ❑ Deliver.with inspector. 7 -7<06 wd7Z�1 Applicant: U -)4",Date: G - �" '1- q 9 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date? By: Copy of plans sent ❑ Health Department, ❑ Fire Department, 13 Oth r: D By: 1. Index permit application for the above items numbered: lan Check 6it )10 2. Additional items required: Contractor, designer, o , was advised of the above required by hone, ❑ mail, ilding Division counter, b ate: ZS' 9 Contractor, designer own , was advised of the above required by ❑ p�ne, ❑ mail, uilding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by Vphone, ❑ mail, ❑ Building Division counter, by 1- ate: Contractor, designer o as of the above data b ❑ phone, 11mail, ❑ Buildin i ter, by Date - Plans reviewed by: Date: - Plans approved by: Date: q- I Sets of plans on hol 0 Plan Cabinet, 11 A.P. folder. Note transfer by: Date:' E.H. USE ONLY Plot Plan Attached Ylo-f Floor Plan Attached Sent to B.D. 'b TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance J a0Ih AArn e Gold rp e ,k kA/ Lvfi 3 640 - 4 7Q - Ut 3 Owner. Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for Via., dwelling. Other Hold final for: Final clearance O.K. for: NOTE: cz—w / 9Erbs Environmental Health Specialist 8/96 (a .30 9.9 Date / k - v5 ` COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNERCJ-��/Lry A.P. # U 6—/q/j�—,/ PROPOSED BUILDING USE �+ DATE T �i RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ 2 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ --Revised Plan Checking Fee ....... $ V �1SCHOOL DISTRICT FEES C d( C C� (paid at District Office) (� 40 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 3 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. r 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 at (paid District Office) �-40 � 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK - $89.00 (paid at Building Division) 8. NATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 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. APPLICANT p T%�pti✓t�, DATE 6- 2 K_ q 9 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) wry,,.`�+e-•;..-a+.���-ti.-v..!,::�-.. .�Y•-�--•.r+w-.�•°•r.+ i,,:�n.`,,.,.,,,r-'..7�•- Mr+t.,.e'—ta"�, w'�- W-..-....•r.+:a.�v.nry�..,,,..:�J�.v��,�.•q•,,,.:.r+.y..i+.<—v--..e.�•-`-.-...�„ COUNTY OF BUTTE z `SU)PARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE "CALIFORNIA` 95965 - TELEPHONE (530).538-7541 SCHEDULE OF FEES DUE OWNERS PROPOSED BUILDING USE S ' 1. BUILDING PERMIT FEES -- Balance Due ... $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ X-- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES C (paid at District Office) rW3L4A- 3. SHERIFF FEES (paid at Building Division) -7 Residential ........ x $360.00= $ 7 60 Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid-at�Building Division)----_ _-_ Residential (per unit) . x - = $ n view M11L. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. • RECREATION DISTRICT FEES .(paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (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) � T 9. CSA 87 TRAF14C FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # OV 6 -, /4�7�-0��' DATE W/ �F � RECEIPT # DATE REC A73 l s P r•� AZ _901*U D hq 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 RoCr' %�pv✓�k. t DATE 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 ma) protest. The requirements for a protest are, specified in Governm6nt Code Section 66020(a). 2 Original -Building 'Div,! M2nd Copy`- Applicant 3rd Copy - Owner (Rev, 2/97) 1� BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s)Lin _qYD --( Property Owner Project Location/Address d 6�r0t ,Y-ee)2A:1 �.� Subdivision Lot Number(s) Residential Development: (check one) __.I,,/New Development _Alteration/Addition, _Mobilehome(s) _Non -Residential - to Residential Total Number of Dwelling Units Comment: iu: ding.Department`Representative ate Chico Area Recreation and Park District(CARD) certifies that . (Applicant Name) (Phone Number) Zo Dc�, a ,� �cc�•� (Street Address) ff V N(City) (State) (Zip Code) rhas '.complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total 'payment of $ Lqq CARD Representative I D to PAID BY CHECK NO. REMARKS: BANK NO. I' J i P I U ,r PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. �, ",cit +p��4; �� C01r7L�t;�S LE -«�-c.v, rrr..�rl.�r�r s"y,�!•..,'•"�'Yli� viR�'",,;� h.+'9i`iiilvlry-h7-.r'�15 .-i 1;"-, r�#y,�;%G',dr`p'dtT•.,: {�'pS iii, ry:;;�r=•r�:r��.F-,.�.^1'l+�y.�-yr''•,�,.F�✓�'r;�y"`e'�'ry. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM a (One form per Building) School District ( l� Building Department No. X.P. Number -OLM l 470--0(a Jurisdiction: City County Property Owner Property Location/Ac Subdivision Lot No. Residential Development (� ` .................................................� .......................:................... Sq. Footage c; -T 3 Noof Living Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion -Permit # '(No foundation inspection); Commercial/Industrial New Addition Department Sq. Footage (Including Exterior Rooted Areas) ;0 Date moor nans revieweu oy acnooi uisuici rersonneo District Identification No. Q(r a t, U SD School. District certifies that (Applicant) (Street Address) (Phone Number) 9,5 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing O� �3 square feet. I School District :Representative 1 Paid by Check # Remarks: by payment of $ 0 O 3'6,v� AB 2926 S FULL MITIGATION $ Notice: You may protest the imposition of the fees identified above by submittingt. written protest to the District, in compliance with Government Code Section 66020(e), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit d. you from• challenging the imposition of the fees ijt any court action. If, subsequent to the School District Representative signing this Butte County Schootis Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency,that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. j*!; White (applicant), Yellow (building department), Pink (school district) feeform.xis (t0/98jai_ml '` r GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural Calculations For: AR4. �y F �A �r °Ido. C 21863 N9� REIN. �c OFC � �O LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0-= ,0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 =,.0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1 .0 = .0:143" ksf @ 30 ft. Roofs 2:12 to less than 9:12 f P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf Q 20 ft. P = .72 * 1.0 * 14.5 * 1.0 ='.011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf Q 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf ® 20 ft. P = .72 * 1.1 * 14.5 * 1.0 =..012 ksf @ 25 ft. P = . 7,6 * 1 . 1 * 14.5 * . 1 .0 - =, : 012 ksf Q 30 f t . N N N 1 -FH 1"10 W W W W W x N N N O O O N O O H aq N H H C4 H h s C N N N IU1U, W W'W W.W W xxx NNN, once ..r av� N N h -�.. • ,_-a,_' _ . � !.+ 1 3 iii 0 • �, (� �. � .. E -�.� ;'�- 1� ( � i . ,, r {: .� . 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS NilNs 7 ell AA f f Q 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS NilNs 7 ell AA f f Q LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .012.6 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf a 25 ft. P = .76 * 1.3 * 14.5 * 1.0'= .0143 ksf 0 30 ft. Roofs 2:12 to less than 9:1 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf a 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf 4 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf (D 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5.* 1.0 =.010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf 0 20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012 ksf 0 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf ® 30 ft. IN NNN W WWY IiS N N N NS8 odd �'IN~Np N N N (/err �r FOV 44 C4 C4 N C4 C4 IN 1wit-4 q'o t Olt? 1-46 wN 510 t 1 001 yy 31 C�> rA NJ 401 s ' coun n V LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 41 L o J FAX: (530) 538-21402140 07/23/99 Horne 99-1423 Gregory A. Pietz 1907 Mangrove, Suite "E" Chico, CA 95926 1) Wind Load Calculations for R 1 and R2 use width of 41.7 feet. -- Cq,t -'2 -� 2) Calculations for R1 and R2 call for SSTB 20's, plans h SSTB 16. ease clarify. 3) Truss T-2 falls on window header. What size of header? _u Michael Mooney 1 l pus s c•i�1�/ . { ACpt0��3seC I RESIDEi- t IAL PLAN CHECK iM, GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY - OWNER: 4rnc, BUILDINGP ER PLAN CHECKER: I "l J LL A. P. NUMBER: O 'f0 if -M O1 GENERAL: Zoning requirements: (side yards and number of permitted living units). . . - / Valuation. Plans signed by designer. �r Proper description of work on application. Existing violations on property. / Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �7. Recorded notice of"violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sl ritWers, Water Tender; Trees, etc.). F.A.U. & F.A.S. road setback. .8� Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. i2 Required windows for light and ventilation (Section 1203). ,3! Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). y2' Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). j Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually. Shaped Buildings (Section 2326.5.4). Standard bracing or engineerdesign (Section 2326.11.3). 3. Clerestory requiring ballon framing and/or engineering. 4. 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. Roof construction details complete enough to construct building. 7�/2 19, Rafter ties or bearing ridge beam.�t 6$vLk Fireplace construction details and calc. if necessary. 1 Garage door and/or porch header sizes.�a Stud heights. 1.3a Adobe soils - special foundation design. Retaining walls requiring design. U 1 Special Inspection requirements. 16. Header size. I op C 2 LLW j�1 Gj no June 1997 t �V•'t s ✓ m �• 3.2 NUSCELLANEOUS ITEMS TO L� 7UT FOR: ,l! Stairway details: landings, ns., and run, head clearance, handrails (Section 1O,. Guardrail details (Section 509). Brick or stone veneer (Section 1403). �! Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire'hazard). ,7! Foam insulation- protection. .,S! 36" halls and stairways. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). - ,1< Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). )3' Combustion air for fuel burning appliances - L.P.G. requirements. -14" Noise requirements on duplexes. - Energy design. � _/ 'j r t, 0 Flashing at all exterior openings. C.D.F. responsible area requirements. _W'' Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: Flood Hazar&Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers C� Horne 99-1423 Gregory A. Pietz 1907 Mangrove, Suite "E" Chico, CA 95926 1) Wind Load Calculations for R1 and R2 use width of 41.7 feet. 2) Calculations for R1 and R2 call for SSTB 20's, plans have SSTB 16. Please clarify. 3) Truss T-2 falls on window header. What size of header? PRCT PROCESSING RF APPLICANT: OWNER: PERNM #0: A. P. #i: WORK DESCRIPTION: DATE ' DESCRIPTION OF STEP rl Per 9 J� A. i O 1 - ' 1 I ? I a \ 1 V I I O � I � + I J f m sso • © V 3 a - 9 O O d g NP !•� `L SSL ti . A. i O 1 - ' S' 7 1 I ? I a \ 1 I I O I � J1 I J f m • © V 3 a - 9 O O d g S' 7 U a • © V 3 a - 9 y O NP !•� `L SSL ti . � I.L. cwt S' 7 #/O (ro%f�r�crlc, oP )Sao P a . Q � � Y e r V , J ` 1 a ♦ a_ •/' 1° � H dy �n 'ice. � r� A •J � p l f / P Q e V , J ` 1 a ♦ i 1° � �n n l r� A d1 � l f / P Q e , i 1° � n l A d1 � f 9 _ m O ul o u ' qq d � P Q e , P V � � A 9 O ul 1 tj �d 1 1� ® \ i Q ` ; w V c;3 6' o 6 ! t3 ! cn O 9 ' N LG) BUTTE COUNTY BUILDING ®IVIslok ' APPROVE® Cz w r. O2 3D ��1CDv Owner:46 On ex)5-0(--k!no -APN:7p -bl�1d8 �_ ,o_ FILE COPY i N \ 1 1 T � n 1� ® \ i Q ` ; w V c;3 6' o 6 ! t3 ! cn O 9 ' N LG) BUTTE COUNTY BUILDING ®IVIslok ' APPROVE® Cz w r. O2 3D ��1CDv Owner:46 On ex)5-0(--k!no -APN:7p -bl�1d8 �_ ,o_ FILE COPY i j Lot7i 4r ,kc, 16 go 'kItO , %vl . 30 BUTTE COUNTY DIVISIM APPROVED )L)e-LS� Hog 30 40 rc m—. cis tn'-t- 19' t • 30 X0 'r- So L(0?�Sc, Lo pod IN bid j Lot7i 4r ,kc, 16 go 'kItO , %vl . 30 BUTTE COUNTY DIVISIM APPROVED )L)e-LS� Hog �"' • _ :, Y J • - ! f Yui._ i { y"1 ,, � O tl � '� �� »it� �� : � ,� a i �� �"' • _ :, Y J • - ! f Yui._ i { y"1 ,, � O tl � '� �� »it� �� : � ,� a i 0 M-5 PI-I-tl JL( I SA4j,90, Q d t e ,.,e—(2) 2"X fOF W9 t I1 Ir • li ii •ii . .. • ,i M' ii 1 1 I I t t 2"X 5OLV BI.l;CI. MOV. Q 5fAffZ i JOWfS C OMW f.Aa- f0 ffX&a 1 lI I MA R`AlW 5 fAll" V 8" MIN. lie MFLED f0 ONE 0a. NN. m • 8d COMMON GK "v. " NAL5, 6" O.C. KaZ FDX5. ANP 12" t i i i t OL. IN FELD N I1 tl I II 11 Pa=- Af COUR5 Mlt7 COINtE1; M W5 a WAS MM. I/ 2"NJ_C}fOK eal5 MN - - ' ?" MIN. EMKOWNr R- sst 11 2-0 AA, FIN. 2"X .5U FLAS • 1 1 1 1 • 1 � r 1 L j Jt - 2 -------------------------------------------------------------------- _-----1� -------�------------------------------------------------------------- ------------------------------ t' w BU'( E WU T'Y .13UILDING DIVISION APPR(, F 1 11 ii Ii tt 11 Ij II tl 1 rl j 1 It tt at 1 11 1 1. ii li I I I 1 11 ,1 IM II 1 11 I L „t EO EO E0 -------------------------------------------------------------------- _-----1� -------�------------------------------------------------------------- ------------------------------ t' w BU'( E WU T'Y .13UILDING DIVISION APPR(, F 7 r t.`4 dbtc 4-j, P(`'*- .x� 54,,A& /4 it 9L PAS �fL Hc�e•- �i-yP� a.Il m��.�w;s Q , 6L qhs �y� a.il lso�on pla�E� Pit PC L.) 0 K, Y ,, ,ti :�, ,. , ::, Cb 0 Ld x lot 1` 134, i i I 36' x 30' I I (J" pp5ecX I I I I � I I j, O. 1 If �v souse. 1 �is� �►� �---7 . tom• I APPROVED ` Butte County Environm talIth _1 q � �/& ��7 a-! e r, Signature /23, n Environmental Healft, Erlviroelwentat SEP 1 7 2003 _ #10- ?0-mr3 -J Chico, California ChIcc), CA L ' F is