Loading...
HomeMy WebLinkAbout063-130-008063-130-008 PERMIT#94-1564 COFFMAN, LARRY & JANN 15232 DORRETT DR., FOREST RANCH p CONT: WARREN EDSON NEW SINGLE FAMILY ►" 063-130-008 99-2498 GUBBELS, CHRISTY & DAN 15232 DORRETT DRIVE, FOREST RANCH UNKNOWN NEW, SINGLE FAMILY DWELLING "i�'1 E( 22-0/ BOI-2526 063-130-008 MISCELLANEOUS Private Garage/Shop DETACHED GARAGE (808) 15232 DORRETT DR GUBBELS, DANNY R & CHRISTINE ojocc(WM4 -61',31-2al� ------ 7 --cm p 11 Was 9 a 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 GUBBELS, DANNY R & CHRI P O BOX 924 FOREST RANCH, CA 95942 (530)893-9044 _ - _ - FEE INFORMATION DBEH Building Review Fee $75.70 PROJECT INFORMATION $233.56 Site Address: 15232 DORRETT DR DBFIRE Fire Inspection (SRA) Owner: Permit No: B07-2526 APN: 063-130-008 $350.34 GUBBELS, DANNY R & CHRIST $115.98 Permit type: MISCELLANEOUS P O BOX 924 Issued Date: 01/29/2008 By KCG Subtype: Private Garage/Shop FOREST RANCH, CA 95942 Expiration Date: 01/28/2009 Description: DETACHED GARAGE (808) (530) 893-9044 Occupancy: Zoning: TM5 GUBBELS, DANNY R & CHRI P O BOX 924 FOREST RANCH, CA 95942 (530)893-9044 _ - _ - FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 DBSMIP Residential $1.94 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 01/29/2008 Contractor's Signature Date ` " , WORKERS' COMPENSATION DECLARATION .I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number. Exp. Date: (This section need not be completed if the permit is or one hundred dollars ($100)—or-Fess . CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensaliyf�provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Provisions. Mm , , , X f" 01/29/2008 Signature I I Date WARNING: F L RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SYPJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY •" I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Square Footage: Building Garage Remdl/Addn 808 Other • • Porch/Patio Total $1,085.62 Fees Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION' I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) 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 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: rl�1 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 (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑I AM EXEMPT under Section B. & P.C. for this n 01/29/2008 Date tr ' I hertify that I have read this application and stale that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use ccupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Co ty enter the above entioned property for inspection purposes. I hereby certify that I am the pr a er vlh rizad to ",on the grope owner's behalf. Al IJUIdLi�I..,C MV49c1 r 01/29/2008 ❑ Contractor OR.Agent for Owner RAgent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (S 30) 538-7541 FAX #: (S 3t)) 538-2140 A FEE WILL BE REQUIRED AT TIAM OFAPPLICATION Website: www.buttecounty.neUdds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name U UELS First Nam bANf I Mailing Address P, O Dx q) Lj City PORJ=S' 2ANC IAstate CA Zip q"Yl Phones, . 0 b9 1 04 Fax E-mail her r I - br u r\o (ons CONTRACTOR Name &tJMFL_� Address City State Zip Phone Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name 6AN&WMEUS I M I C >4AEL CAPREALIAN Address/7,q 7N 3 Mu REMY S7 Cit,cNICo S" CA 4,9 -f -6 Za Phone Fax S-30 _,5--z ^ E-mail State Licegse Number 2CE 2. D APPLICANT INFORMATION Name Add[,b. gO)e9.ZN/5-2-32 00/212 7/QR• C4/-_ JZ;fS 2AN C H C, A zq)9 S Z Z Phone EFa E-mail dajn!a AD is— bruno. COW1 APPLICANT SIGNATURE X PROJECT LOCATION AN pini - 130 -UOZ Property Address IS-Z DQRaC=1T Dk Cdy 'SflZISNCA PERMIT NO. BIN -25,%_1 WORKER'S COMPENSATION Policy Number /�► Occ. Carrier tf hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: U1= Sq FT- Living Garage808 Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use on!t Zoning - Flood Zone - SRA es No Occ. Type Const. I Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B07-2526 Date: 12/12/2007 Location: 15232 DORRETT DR By: KCG Parcel Number: 063-130-008 Sub Type: Private Garage/Shop Owner Name: GUBBELS, DANNY R & CHRISTINE Phone: (530) 893-9044 Description: DETACHED GARAGE (808) 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. No DRAINAGE DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ APUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ City o hico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Rec ation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Re eation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreactio & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 626 Skyway, Paradise CA 95969 - (530) 872-6393 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ \ SCHOOL DISTRICTS Biggs Unified School District, 300 B'�itreet, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 Durham Unified School District, 4920 Street, Chico CA 95926 - (530) 891-3006 Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysvil CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, roville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See ttached Instructions ❑ ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95 17 - (530) 868-5447 ❑ ❑ Other: ❑ ❑ Other: \ "When filed, this application and all supporting material becomes subject to the`Galifornia Public Rewrds Act. All public information related to this application is subject to public inspection and will be post don the County's website for electronic access. Signature of Property Owner: Date: 12/12/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2526 Job Address: 15232 DORRETT DR Contractor: Printed: 12/12/2007 3:48 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 12/12/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 12/12/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 12/12/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Gare -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 12/12/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $1.94 Printed By: Kourtni Graham 19085.62 $514.66 Balance Due: $570.96 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change ring the plan checking process. Signature: Date: 12/12/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-2526 Date: 12/12/2007 Location: 15232 DORRETT DR By: KCG Parcel Number: 063-130-008 Sub Type: Private Garage/Shop Owner Name: GUBBELS, DANNY R & CHRISTINE Phone: (530) 893-9044 Description: DETACHED GARAGE (808) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 12/12/2007 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.orp/Firei)revention/t)rotplan/proti)lan.html FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds E - tic v National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2526 Location: 15232 DORRETT DR Parcel Number: 063-130-008 Owner Name: GUBBELS, DANNY R & CHRISTINE Description: DETACHED GARAGE (808) Date: 12/12/2007 By: KCG Sub Type: Private Garaze/Shop Phone: (530) 893-9044 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:.. 1' c'W IZKL FILE Date: 12/12/2007 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 IMPROVEMENTS OR NO) 2. AV /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 CI 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 Cl PHONE CONTRACTORS LICENSE NO. S. 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: DETACHED GARAGE (808) Reference Number: B07-2526 Applicant Name: GUBBELS, DANNY R & CHRISTINE Owner's Name: GUBBELS, DANNY R & CHRISTkNE AP h Signature of Property Owner: &Z Date: 063-130-008 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: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B07-2526 Location: 15232 DORRETT DR Parcel Number: 063-130-008 Date: 12/12/2007 Owner Name: GUBBELS, DANNY R & CHRISTINE Phone: (530) 893-9044 Description: DETACHED GARAGE (808) Signature of Applicant: Date: 12/12/2007 FILE Anchors The SSTB is designed for maximum performance as an anchor bolt for holdowns and Strong -Wale shearwalls. Extensive SSTB testing has been done to determine the design load capacity at a common application, the garage stem wall. Design loads are based on a series of five tests, with a three -times reduction factor. SSTB14 is a % diameter anchor bolt designed and tested specifically for shallow foundation installations. SPECIAL FEATURES: • Rolled threads for higher tensile capacity. • Offset angle reduces side -bursting, provides more concrete cover. • Stamped embedment line aids installation. • Configuration results in minimum rebar interference. MATERIAL: ASTM A36 FINISH: None. May be ordered HDG: check factory INSTALLATION: • SST8 is used for monolithic and two -pour installations. • Nuts and washers are not supplied with the SSTB: install standard nuts, couplers and/or washers as required. On HOG SSTB anchors, chase the threads to use standard nuts or couplers or use overlapped products in accordance with ASTM A563 (Simpson NUT§% -OST, NUT%a-OST, CNW- %--%OST, CNW r.%460ST). REINFORCED CONCRETE FOUNDATION • Install SSTB before the concrete pour using AnchorMates (see page 22). Install the SSTB per plan view detail shown on page 34. Install one #4 rebar 3' to 5' (may be foundation rebar not post -tension cable) from the top of the foundation. • The SSTB does not need to be tied to the rebar. • Minimum concrete compression strength is 2500 psi. Unless noted otherwise. no special inspection is required for foundation concrete when the structural design is based on concrete no greater than 2500 psi (UBC Section 1701.5.land IBC Section 1704.4). • Unless otherwise noted. do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load. or the slab is designed to resist the load imposed by the anchor: or (b) slabs are poured over concrete block foundation walls. REINFORCED CONCRETE BLOCK • Before concrete pour, install diagonally at approx. 45° in the cell per plan view detail shown on page 34. • Horizontal #4 rebar (minimum 56' long centered about the anchor bo/0--approximately one rebar 12' from the tap and two rebars approximately 28* from the top. Vertical #4 rebar (minimum 24'long)— install with maximum 24' o.c. spacing. • Grout all cells with minimum 2000 psi concrete. Vibrate the grout per the 1997 Uniform Building Code. Section 2104.6.2, International Building Code, Section 2104.1. CODES: See page 12 for Code Listing Key Chart. SELECTION GUIDE (Per Anchor Balt Diameter) Model 2x; 3x, 2-2x Sill Plates Mono Poor': Two Pour' No•. HDU2 L16L ) t PHD2' . Dia. 31W ( HD2A SSTB14 SSTB20 LTT20B Code . a LTT131 HTT16.; i 8"EMU -HDU4 SST1316 SSTB20` HD5A i = UNE rCOP OF i GONGRETEj x UNE {TOP OF OOrIGRETL) PHD2' MTT288 SSTB20 SSTB24 22 le 5,317,850 ?� le f� 0 5 H/22 SSTB24 ' ' HDC5/4 - SSTB16 HDU8 (others similar) (others similar) PHD6' % 175% (SSTB16L =195%) HD6A 4420 4780 HD8A HDiQA SSTB28 SSTB34 HDO81 5% 215% (SSTB20L = 24-e) HDC10/224 4600 4780 HDC10/41 SSTB? 1. SSTBL models are recommended for PHD; MDU and HDDS holdowns on 2-2x and 3x sill plates. Where SST814's are specified for these products, use SST8I6L. 2. No cold joint within embedment depth unless provisions are made to transfer the load. 3. The design engineer may specify an alternate anchorage system• provided the anchor diameter is the same. 4. Increase the embedment depth 21,V to accommodate the HDC standoff block. SIMP StrongLTie See page 34 for additional installation details. 9 PL.ACt s5Te A?RDW z i DIAGONALIN APPLI AnOW ..0. 7a'OIA FOR. _ R 011L I or,ATe AP PROX. 4S- . � I: Z 1 TABLE _ROMwAurJ�' [AIN. fe14/ ° L .-1WfflN. -t 1v•1�tN. e Continuous End Wall Corner Installation Stemwall (Note 4) TYPICAL PLAN VIEWS OF REBAR INSTALLATION These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson for details. ' 1 Allowable Tension`.Load" L16L ) t Identification . Dia. 31W ( the bolt - ? ! L16 O head showing he Code . a embedment angle and model.. i 8"EMU 8 ",CMU EMBEDMENT EMBH1MLNi i = UNE rCOP OF i GONGRETEj x UNE {TOP OF OOrIGRETL) . i ? U.S. Patentl - Block ... Block End le 5,317,850 ?� le f� 9 r ' 11_ SSTBI6L SSTB16 — (others similar) (others similar) 6 See page 34 for additional installation details. 9 PL.ACt s5Te A?RDW z i DIAGONALIN APPLI AnOW ..0. 7a'OIA FOR. _ R 011L I or,ATe AP PROX. 4S- . � I: Z 1 TABLE _ROMwAurJ�' [AIN. fe14/ ° L .-1WfflN. -t 1v•1�tN. e Continuous End Wall Corner Installation Stemwall (Note 4) TYPICAL PLAN VIEWS OF REBAR INSTALLATION These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson for details. ' Allowable Tension`.Load" model? Stem . Dia. t ngh Min. Concrete!, Concretel? Concrete Code . a -Will Width ( e f e - 8"EMU 8 ",CMU Ret: . 2500 psi - Block ... Block End SSTB14 9 Y8 153/8 11_ 3835" — — 146 SST616 6 % 175% (SSTB16L =195%) 125/8 4420 4780 1850 SSTB20 6 5% 215% (SSTB20L = 24-e) 16% 4600 4780 1850 SSTB? 6 5% 25% (SSTB24L = 28%) 20% 5175 4780 1850 23,94 SSTB28 8 '% ; 29'/a (SSTB28L = 32%) . 241% _ 10100-- 6385 ... 4815 SST834 ' ; 8 T/s _ .34'/8; ; 28T% •`` 10100 - 6385 4815 SSTB36 `_8 % 96'% ' 28?h 1Q100 6385 - 4815 23,94 1. Loads may not be increased for short-term loading. Loads apply to earthquake and wind loading. 2. Minimum anchor center -to -center spacing is 2le for anchors acting in tension at the same time for full load. 3. The SSTB was tested in a stem wall with a minimum amount of concrete cover. 4. Use full table load when installed 24" Irom the end or installed in a corner condition (see illustrations). When used 5" from the end of a concrete foundation (see end wall graphic above), the maximum allowable load is 9045 lbs. for SST828, 9585 lbs. for SSTB34 and 36 bolts, and table loads for all other models (these loads are not Code listed - contact Simpson for test data). 5. Connection is limited by the lowest of bolt or holdown capaft 6. PHD and HTT minimum end distance is 4%. 7. Order the SSTBL models for longer thread length (51N) ex SSTB24L. SST8L and SSTB loads are the same. Not available on SSTB14. 8. SSTB34 has 4W of thread and SS'nM has 61h'. These two models are not available in SSTBL versions. 9. Use 90% of the table load for 2DOO psi concrete. 10. See page 34 for Additional Anchor Design information. 11. Allowable load for SSTB14is 5020 its. when t'c = 3000 psi. See technical tullBti„ T-SSTB for additional information (seepage 199 for details). 12. Minimum end distance required to achieve table loads is le. a O 33 N 1iC HOR.IIOkTAL wr<encE'-1 � r1nn1<ctuuk ntSTArkCE •M i OF SS!880LT tee\ I L. MinimumAllowable" saaasn t; toLD •' Typical SSTB Eh1BEOMENT ' JOINT Installation 8.ki8 Installation Tension and 34) }T8 in Concrete FOOTING i Distance(Psi) Foundation PCI Ed. 5 one #4 rebar ACI 318-02 Maintain minimum II rebar cover, per o V AGI -318 concrete Typical SSTB code requirements v �! �• e` Installation with Mudsill �.; and Holdown Corner Non -Comer Corner^ Installation Installation Installation (Install with arrow (Bolt may be (Install with arrow on top of the bolt installed ® 45° to on top of the bolt oriented as shown) 135° as shown) oriented as shown) 45' 135'-/90'/45- 135' I • eL�d�a 801 L76 � Yat 45" �.S�16j 45" Q ��• I Outer Edge of Gonc!ete (Tyw} Plan View of SSTB Placement in Concrete j e r ` a Pressure -treated EMBEDMENT LINE barrier may be C ; (TOP OF CONCRETE) required. 13/4' �m 4...._... 4'1_..� SLAB Distance MinimumAllowable" 94 REBAR AUowabte! toLD •' Two Pour Eh1BEOMENT ' JOINT Installation / (SSTS20, 24 Tension and 34) Tension FOOTING Distance(Psi) Minimum PCI Ed. 5 one #4 rebar ACI 318-02 in second course 8 ofblock 8 2500 See SSTB, page 33. Anchor types shown are made by others and used with Simpson Strong-Tie3 holdowns. The design engineer may specify an alternate anchorage system, provided the anchor diameter is the same. See the Prestressed Concrete Institute Design Handbook (Ed. 5), Sec. 6.5.2. UBC 1923.2 or ACI 318-02 App. D. 1. Anchor embedment length is based on a single -pour concrete foundation within the tooting dimensions le and de. Double pour foundation systems. masonry walls and masonry footings must be evaluated by the designer. 2. Anchor bolt must be ASTM A307. A36 steel or better with hex head or nun washer nut, unless noted otherwise. 3. Spacing between anchors is 2do minimum for anchors in tension at the same time. 4. Values assume no special inspection for 2500 psi concrete and no supplemental reinforcing in the concrete failure area. For ACI 318-02. cracked concrete is assumed and ductility requirements per D.3.3.4 not considered. Contact Simpson for other options. 5. 17380 for 1' and 18280 for 11/a diameter with 3000 psi concrete and special inspection. 6. Requires a square or heavy hex head or nut minimum. 7. Requires an ASTM A449 type 1 or ASTM F1554 grade 55 anchor bolt and a heavy square nut or 1/4 x 13/4 x 11'4 min. plate washer. The RP6 retrofit plate fits on the outside of masonry buildings: and helps tie the walls to the roof or floor structure with a 3/4° diameter rod. FINISH: Simpson gray paint. Optional hot -dip galvanized finish: see Corrosion Information. page 10-11, and specify HOG. ID MATERIAL: W steel. Available with additional corrosion protection. Check with Simpson. INSTALLATION: Use a 3/4' diameter rod. 34 RP6 Typical SSTB Installation in Grouted Concrete Block a3 .. -ace'' .. . 2de MIN. --I Anchor with Nut/Washer/Nut (shown) or Hex -Head Bolt Design loads are calculated using a full shear cone. Coverage on each side of the bolt shall be a minimum of de or reductions must be taken Typical RP6 Installation Distance MinimumAllowable" AUowabte! Allourahle' Diameter Min.. de Min. End Concrete Strength Tension Tension Tension le 1.3 Distance(Psi) PCI Ed. 5 97 UBC ACI 318-02 1 8 8 8 2500 14350 105401 — 11/4 8 8 8 2500 14920 108505 — 16 9 13:2 13'h. 3000 — — 13180 1" 1 % 10 15 15 3000 — — 15590 1. Anchor embedment length is based on a single -pour concrete foundation within the tooting dimensions le and de. Double pour foundation systems. masonry walls and masonry footings must be evaluated by the designer. 2. Anchor bolt must be ASTM A307. A36 steel or better with hex head or nun washer nut, unless noted otherwise. 3. Spacing between anchors is 2do minimum for anchors in tension at the same time. 4. Values assume no special inspection for 2500 psi concrete and no supplemental reinforcing in the concrete failure area. For ACI 318-02. cracked concrete is assumed and ductility requirements per D.3.3.4 not considered. Contact Simpson for other options. 5. 17380 for 1' and 18280 for 11/a diameter with 3000 psi concrete and special inspection. 6. Requires a square or heavy hex head or nut minimum. 7. Requires an ASTM A449 type 1 or ASTM F1554 grade 55 anchor bolt and a heavy square nut or 1/4 x 13/4 x 11'4 min. plate washer. The RP6 retrofit plate fits on the outside of masonry buildings: and helps tie the walls to the roof or floor structure with a 3/4° diameter rod. FINISH: Simpson gray paint. Optional hot -dip galvanized finish: see Corrosion Information. page 10-11, and specify HOG. ID MATERIAL: W steel. Available with additional corrosion protection. Check with Simpson. INSTALLATION: Use a 3/4' diameter rod. 34 RP6 Typical SSTB Installation in Grouted Concrete Block a3 .. -ace'' .. . 2de MIN. --I Anchor with Nut/Washer/Nut (shown) or Hex -Head Bolt Design loads are calculated using a full shear cone. Coverage on each side of the bolt shall be a minimum of de or reductions must be taken Typical RP6 Installation Straps & Tres CMSTC provides nail slots for easy installation and coined edges for safe handling: it can be cut to length. CS are continuous utility straps which can be cut to length on the job site. Packaged in lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in ZMAVO: see Corrosion Information. page 10-11 INSTALLATIONS • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward • Refer to the applicable code for minimum nag penetration and mininum wood edge and end distances • The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used: reduce the allowable load as shown in footnote 13. • CMST only—Use every other round hole 9 the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend to split. • For lap slice and alternate nailing information, refer to technical bulletin T-CMST (see page 199 for details). CODES: See page 12 for Code Listing Key Chart U These products are available with additional corrosion protection. Additional products on this page may also be available *7M this option, check with Simpson for details. U SIMPSON 011g Typical CS Installation as a Floor -to -Floor Tie (CMST requires minimum 2-2x studs) 1. Loads include a 33% or 60% load duration increase on the fasteners for seismic or wind loading, but DO NOT include a 33% stress increase on the steel capacity. Refer to page 15 for further explanation. 2. Use half of the required Mails In each member being connected to achieve the listed bads. 3. Calculate the connector value for a reduced number of nails as follows: Allowable Load = No. of Nails Used x Table Load No. of Flags in Table Example: CMSTCI6 in DFiSP with 48 nails total. Allowable Load = 48 Nails (Used) x 4585 lbs = 3930 Itis (Hall of the nails in each member being connected) 56 Nails (Table) 4. Tension loads aGpty for:,litl c`en insulted vertically. S. CS straps are available in 25' lengths, order CS14-R, CS16-R, CS18-R, CS20-R or CS22-R. 6. NAILS: 160 = 0.162' dia. x 3W long, 16d Sinker = 0-148 dia. x 31W long, 10d = 0.148' da. x 3' long. See page 16-17 for other nail saes and information. Twist straps provide a tension connection between two wood members. An equal number of right and left hand units are supplied in each carton. MATERIAL: 16 gauge. FINISH: Galvanized. See Corrosion Information, page 10-11 INSTALLATION- • Use all specified fasteners. See General Notes. • TS should be installed in pairs to reduce eccentricity. CODES: See page 12 for Code Listing Key Chart. Model Fasteners Allowable DF/SP No. SPf/HF (Total) Loads (133 & 160) TS9 9 8-16d 530 Tension Spacing Cade No. L End Cut Leogtb ITY4 Fasteners Cut Letlgth Fasteners Lifa 21 'A I 18-16d 1215 ( ) in a row}Ref. (39'Clears n+78' 86-16d Clears an+90' 100-16d 9235 114' 45' Clear n+90' 100-10d [Ead Clears an+102' 114-10d 9235 114' 3, CMSTt2 40' 12 76'Clear n+152' 86-16d Clears n+178' 100-16d 9235 31�i 28, 89' Clear n+178' 100-10d Clears n+202' 114-10d 9235 3!r' 39, 30' Clears n+60' 66-16d 35Clears an+70' 76-16d 6490 134"' 97, 34 ' Clears n+68' 76-10d 40- Clears n+80' 88-10d 6490 11 Y 104, CMST14 52W 14 59` Clear n+ 118' 66-16d 68' Clear S an + 136' 76-16d 6490 W Ulf 68' Clears n + 136' 76-10d 78' Clears an + 156' 88-10d 6490 3W 23' Clear n + 46' 56-16d sinkers 27' Dear Span + 54' 66-16d sinkers 4585 1 W GMSTC16 54' 16 45' Clear Span+90' 56-16d sinkers 52' Clear Span+104' 66-16d sinkers 1 4585 3' 128 16' Clear Span+32' 30-10d 19' pearSpan+38' 34-10d 216R CS14 100' 14 16' Clear Span+32' 30-10d 19' Clears n+38' 34-10d 246 2Yw, 170 CS16 150' 16 14 Clear 1p, +28' 26-84 17' Clear Span+34' 30-8d 1705 2YW 12' Clear Span + 24' 22-10d 15' pears an + 30' 26-10d 1705 GS18S 100' 12' Clear Span+24' 22-8d 15' Clear Span+30' 26-8d 1370 3' 18 10' Clear Span+20' 1 18-10d 12' Clear Span+24' 20-10d 1370 2Ya 9 GS18 200' 10' Clear Span+20' 18-10d 12' Clear Span+24' 20-10d 1370 fit, CS20 250' 20 10' Clear n+20' 18-8d 12' pearSpan+24' 20-8d 1030 2Y� 104 8' Clear Span +16' 14-10d 10' Dear Span+20' 16-10d 1030 128 Clear Span+16' 14-84 10' Clear Span+20' 16.84 845 1 GS22 300' 228` T Clear Span+14 12-10d 9` I pears an+18' 14-10d 845 2YW 1. Loads include a 33% or 60% load duration increase on the fasteners for seismic or wind loading, but DO NOT include a 33% stress increase on the steel capacity. Refer to page 15 for further explanation. 2. Use half of the required Mails In each member being connected to achieve the listed bads. 3. Calculate the connector value for a reduced number of nails as follows: Allowable Load = No. of Nails Used x Table Load No. of Flags in Table Example: CMSTCI6 in DFiSP with 48 nails total. Allowable Load = 48 Nails (Used) x 4585 lbs = 3930 Itis (Hall of the nails in each member being connected) 56 Nails (Table) 4. Tension loads aGpty for:,litl c`en insulted vertically. S. CS straps are available in 25' lengths, order CS14-R, CS16-R, CS18-R, CS20-R or CS22-R. 6. NAILS: 160 = 0.162' dia. x 3W long, 16d Sinker = 0-148 dia. x 31W long, 10d = 0.148' da. x 3' long. See page 16-17 for other nail saes and information. Twist straps provide a tension connection between two wood members. An equal number of right and left hand units are supplied in each carton. MATERIAL: 16 gauge. FINISH: Galvanized. See Corrosion Information, page 10-11 INSTALLATION- • Use all specified fasteners. See General Notes. • TS should be installed in pairs to reduce eccentricity. CODES: See page 12 for Code Listing Key Chart. Model Fasteners Allowable No. L (Total) Loads (133 & 160) TS9 9 8-16d 530 r170 TS12 114ii 10-16d 665 TS18 ITY4 14-16d 930 TS22 1 21 'A I 18-16d 1215 1. Install halt of the fasteners on each end of the strap to achieve full loads. 2. Loads have been increased for earthquake or wind loading: no further increase allowed: reduce where other bads govern. 3.16d sinkers (0.148' dia.x3Y:) may be substituted for the specified 16d commons at 0.84 of the table loads. 4. Loads are for a single TS. 5. NAILS: 16d = 0.162' dia. x 3,12 long, See page 16-17 for other nail sizes and information. TS Nails not required in clear span Allowable Nail Model Total Provide mm. 14.' end dtslance. for CS and CrdST Equal number of specified nails in each end r, Chu uptG iY'm�' CS16 Hole Pattern (all other CS straps similar) uea+ u9NY;e j � r.x CMST14 Hole Pattern (CMST12 similar) ) t:4yty�& t6 SMJ[:h ,g Y ,M 1 CMSTC16 Hole Pattern Gauge stamped on part for easy identification Typical TS Installation 163 i IMPSONtro� • By inverting the proper size and type of Simpson Strong -Tie connectors in a girder, truss or beam connection, additional uplift loads can be obtained by combining the loads as shown below. • In a combined installation of an inverted connector with a standard connector, all the component uplift and downloads can be added together (as shown in the example below) to obtain higher load values. • Allowable loads shown are based on the lesser of either National Design Specification (NDS) calculations or the results of static load tests. • Other hanger and connector options than those shown can be used as specified by the Designer. DFfSYP Mode! ' Fasteners Allowable Uplift,_ No. ModelUplift No. Header Joist Header ' Joist 133 160 HUC26-2' 12-16d 6-10d 2135 2570 HUC28-2' 14-16d 6-1Od 2490 2995 HUC210 2' 18 16d 10-10d F 3200 3850 1. Values based on an inverted hanger installation. 2. Loads include a 3391 and 60% increase for wind loading with no further increases allovmd. 3. Table values are applicable for HUC2X-3 or HUC4X models. 4. Download assumed to be carded by jack studs. O.T.Available with additional corrosion protection. Check with factory. Inverted HUC210-2 for Increased Uplift Capacity 1. Valucs based on an inverted hanger Installation. 2. Loads include a 33% and 60% increase for wind loading with no further increases allowed. 3. Combined Total Load is based on the combined results of individual connector allowable loads. 4. Other hangers can be used for this application. Contact Simpson for load Information. Fasteners DF,SYP Allowable Loads DF/SYP Allowable Loads Header. yJoist ModelUplift No. Header Joist Loads Downloads (133 & 160) Snow (115) Root (125) Roof (133) Roof (160) LSU26' 6-16d 5-10dxI1h. 800 525 535 535 535 S70 5-16d 5-10dxIV? 675 645 675 675 675 HUS26 14-16d 6-16d 1550 2950 3205 3335 3335 Combined Total 3025 4120 4415 4545 4545 1. Valucs based on an inverted hanger Installation. 2. Loads include a 33% and 60% increase for wind loading with no further increases allowed. 3. Combined Total Load is based on the combined results of individual connector allowable loads. 4. Other hangers can be used for this application. Contact Simpson for load Information. 1. Values based on an inverted hanger installation. 2- Loads include a 33% and 6001. increase for wind leading with no further increases allowed. 3. Other hangers can be used for this application. Contact Simpson for load Irdormation. Z, Inverted and /' 417 Sloped LSU26 I Standard LS70 Combination of Inverted LSU26 and Standard LS70 { and HUS26 Standard HUS26 Combination of Inverted and Standard HGUS26-2 29 Fasteners DF,SYP Allowable Loads tl9ode! No. Header. yJoist Uplift Loads Downloads (133) (160) Snow (115) Root (125) Roof (133) Roof (160) HGUS26-2 20-16d 8-16d 2325 2325 4535 4930 5240 5460 HGUS26-2` 20-16d 8-16d 5230 5460 2035 2325 2325 2355 Combined Total 7555 7785 6570 7255 7565 7785 1. Values based on an inverted hanger installation. 2- Loads include a 33% and 6001. increase for wind leading with no further increases allowed. 3. Other hangers can be used for this application. Contact Simpson for load Irdormation. Z, Inverted and /' 417 Sloped LSU26 I Standard LS70 Combination of Inverted LSU26 and Standard LS70 { and HUS26 Standard HUS26 Combination of Inverted and Standard HGUS26-2 29 NOTES Seo 66v f,/1'da' S -I M n RESIDENTIAL 063-130-008 99-2498 PE MIT NO. GUBBELS, CHRISTY & DAN 15232 DORRETT DRIVE, FOREST RANCH UNKNOWN NEW SINGLE FAIi'[]LY DWELLING 76./-/- 711310 2;'-2zmpwc OK V b ! -Y V d-161— ,SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. OFFICE COPY 2� V1 Address J �U �I GAS j .fi`'_ Meter By Date? - a>VI I ELECTRIC a Meter ByDate Co3—'130— 008 �{ OFFICE COPY / Address 5 aJ Z GAS Meter By Date ELECTRIC 3-� Meter By Date � z%a JOB FINALED (Date) Signature 0-', V= OK 0 = Not OKE Not Applicable = Not Ready MOBILE BIOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date - Card B-1 '2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete Date 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Zoning Requirements -Setbacks -Easements 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 2. 7. Well Clearance & Disconnect 8. Utilitv Clearance MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Date Zoning Requirements -Setbacks -Easements Card B-1 Date - Card B-1 Date Footings; Soils -Size -Depth -Spacing -Connectors -Steel 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 6. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date FINAL (Plans) OK except #'s Date 1. Card B-1 Date Card B-1 Date 2. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rttrs.-Co nnectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Paneiboards-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 V= OK 0 = Not OK - = Not Applicable = Not Ready D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test RESIDENTIAL Date 11. Underfloor (Plans) OK except #'s 12. 1. Zoning -Setbacks -Easements -Flood -Slope Plenums & Ducts; Clearance -Material -Support -Ins. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 15. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Insulation 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Date 5. Stemwalls, Main; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 17. 6a. Hold Downs and Special Anchors at r Pipe; T Anchor -Nail Protection 7. Slab, Steel -Wrapped hower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 8. Piers -Fireplace Ftg.-Steel (Single & Duplex) 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 54. 2 Apj3lience Circuits in Kitchen & Conductor Size GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLU BING (P tt) OK except #'s 17. Wa tr.; Ve -Access-Combustion Air Baffle 1 at r Pipe; T Anchor -Nail Protection t8!6 .V.; Test fittings & Anchor -Nail Protection 2 21. hower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date ,.j- 22 - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ?3. �serre & Transformer Clearance -Ins. Protection Ie�Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Egyip-Ground made up w/Mech Fastener and Gas & Wale 54. 2 Apj3lience Circuits in Kitchen & Conductor Size GFI 2 . Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / gGaa qp /or,A✓I-Q) ven Circ. / / ga Cu or AI In fed Neutral d_yak 0 No Zuc S 66 -Riser Conductors & Ground Main Disconnect 3 ip. Clearances Panels-Motors-Mech. Equip. 50r*1hear . CJatlies Closet Light -Shower Light -Spa Light 34. Smoke Detector 1. 62. Insulation -Walls -Ceilings Infiltration -Walls -Windows Date -Z2 Card B-1 ri Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit except #'s 3 A.C. nsulation u ent , xhaust above insulation ondensate Drain & Overflow, Size & Grade 3 Furnac -Vent ccess-Comb. Air -Return Air Vent 11515utiet 9 is Access & Platform if Furnace in Attic Date Date Card B -1t Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Mrs-ils'lWer :4 Materials & Anchors uds-Nailing Spacing & Braces -Plates -Sound Baring Walls overirGirFloor Nailing 43. Dra Stop in Walls (rat proof) A4-16re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size Bearing Date FRAMING (Continued) ` 46 Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rttr. Ties- Purlin-Ro rac. hting.-Ring. 48. 49. Fireplace Ties Te A Flue- replace Thro earan Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Window r Exiting Door&.%M Tt-& Dimenstorrg' 1. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Hetndroom-Rise- Run- Landing- Fire Protection 55. Plywood o. oof Overhang -Attic Vents -Rafter utriggers 56. Sidin - i ing Veneer Zuc esh-Drip Screed -Fd. Vents-Underflr. Access Glazi Area -Glass Protection -Skylights -Plastic 50r*1hear Walls; Nail ing-Bplta� 60. Brace Interior/Exterior Wall Panels 1. 62. Insulation -Walls -Ceilings Infiltration -Walls -Windows Date ^ � Card B -f Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 6 xt. teps-Door & Sidelight Protection -Landings 64 -"Smoke Detector 6j_.,F-lTace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting 6 G.F.I. & Bath Fixtures & Tub Access -Spa 6Q--E-lec. Trim & Subpanel, Breaker Sizes & Labels ►& Rails 70.-Sirg-place or Stove, Clearance -Hearth 71'�Outlets at Wood Panel Int. & Ext. 7Z,4flr Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter arage Fire DoorLand ing-Closure 7§,,frC. Duct in Garage -Damper 76 r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7j Plb., Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romer. Protection 79 -Insulation -Foam -Looked in Attic 8A. -Guard Rails & Deck Construction -Post Caps 8.1.-T-dn. VBents &.Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 2. Following Instld./Drive ❑ Yes Q No/Walks' Yes ❑ No/Planters G Yes 0 No co Brown -Finish 84-. A.C. Unit Disconnect, Electrical -Plumbing 8P -Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8§,,Water Well, Disconnect, Electrical, Plumbing 87_i -rior Elec. Trim, G.F.I. Receptacle -Underground e 'lation Throughout House 89'-Giass Protection 9 orrections from Previous Inspections 91 as Test -Meters Tagged, Gas -Electric 9Z-Wgter & Sewer Connected -C/O to Grade -HD Approval 9-ie-Eergy Compliance Certificate -Other Certificates Address Posted Date ,7 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: Date ��f � ✓n Jlns*tor i REV 10/92 vp COUNTY OF BUTTE BUILDING DIVISION Al 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 p i completed. If you have any questions pertaining to this matter, or need additional explanation,_ 1 please contact this office immediately. `' 'J -1? Date ��f � ✓n Jlns*tor i REV 10/92 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 Co ci 179 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. Date t REV 10/92 lis:-�'.i,,�R'.'.:'���f_'''",�+ac^gT's`_ ,Ts.w,.� =i.' 'h<,-,-^-_ c'�,�,-s•c.�'r�'�y� 4` �1 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 f V _ 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. Date (ri—�� Inspector ( l��C REV 10/92 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 G v bbl r (�5- ZysY OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the k: 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. e---5 CM / ! Ce -r C F� S J J r i L ,. Date C 1 �� . `� -0 Inspector REV 10/92 '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. n n _ 4' e� 3 :Y •f 5 h Date Inspector REV 10/92 L0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1 7 County Center Drive • OrovillejCalif nia 95965 •Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT �9 ASSESSOR PARCEL NUMBER 063-130-008 ZONING TM5 BUILDING PERMIT OWNER GUBBELS, CHRISTY & DAN TELEPHONE 893-9044 SO. FT. OCC. BUILDING VALUATION ILDIN 1905 R3 102,870.00 . OWNER'S MAILING ADDRESS P.O. BOX 924, FORESTRANCH CA 95942 552 U 9,936.00 CONTRACTOR'S NAME UNKNOWN. TELEPHONE 211 C 2 743.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $115 549.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 695.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 452.08 BUILDINGADDRESS 152320 DORRETT DRIVE, FOREST Ener Plan Checking Energy g Fee $ 23.00 $ RANCH PERMIT FEE $ 1. 190.58 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF )R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.00 98.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each as water heater or vent 2 15.00 30.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 1 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 1 920.00 PERMIT FEE S193.0 ELECTRICAL PERMIT Fling Fee 20.00 OR �SS Main Service 200AORLESS t 23.00 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. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Q/ 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 46.00 O NEW CONST. DWELLING OOCUP. S?. - OR ADDNS. ( a ACC. BLOS. 3.5¢FT. 86.00 rNOE RES DT RANCHMULTI-OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 O I'00 OUTLET OR FDRURES EX. OCCU BAL @ .50 Ex. Occup. GFlxurA'(.., ) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i 2q. 00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 25.00 Cooling Hood 6.50 6 go Ventilation PERMIT FEE $ O Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the w kers' compensation provisions of section 3700 of the Labor Code, I shall f rt with com with those provisions. n /.5/�Q a X t/ Date C (/ I -I SignaWe of plicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE T T FEE $ 1ZO4 .5 HAZ. IMP FLOOD COF PARC HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indica above r which fees have been paid. By Date �8 01l PERMIT EXPIRES ON ete Receipt No. © q WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT GOLDENROD -APPLICANT '.vT �b7•!-z-.-...+q"l'�----`q Z:• � r!,7�reipZx°'• .�w.�"�'+A7�— � v�'�s �-�' �t? ��'. r t_ ..� .�, ;� —• -w rS w u COUNTY OF BUTTE - DEPARTMENT O � 6PMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL 1, C ORNIA 95965 - TELEPHONE (530) 538-7541 ' PERMIT "PLICA TION DATA SHEET OWNER: ASSESSOR `PARCEL NUMBER: Proposed B ding Use: g �, Building Inspector: Date: / b g 49 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------p-- ------------------------------- - t 03. Complete plans, 3/4 sets, signed by the preparer of plans.` -S"' S�� ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. - ----- .� 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.----------------------------------------------------, ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9.,Kmifactured Home data and installation instructions including Tie Down Specifications.------------------ YQO/:ees of $��---- -- -® _----------- Impact fees as shown on the attached schedule. -- e. - I S�` %California Department of Forestry plan approval/" 1-t------ �❑ 13 food elevation certificate.------------------------------------------------------------------------------------- - anitation and plot plan approval ` • �) Health Department. --- ��PaZ- -- ❑15. City of Chico plumbing permit.-------------------------------------------5'� ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 1�ntact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- pj�_M 9. Encroachment Permit for driveway (construction approval prior to occupancy). -111317 ----------- 2 020. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- eRe5tcorded r of signature authorization.---------------------------------------:---------------------------------- ------ P copy of Agricultural Acknowledgment Statement. -------------------------------------------------- l/ S CjS ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: e ou issue the ermit process as follows ❑ Mail to owner, ❑ rl to contractor. el hone p �'T ep O �3 `7 D �T and hold'for pickup at � office. ❑ Reliver with inspector. Applicant: b�4 ✓Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: S T fZ uC -Pi [Z t_ o 31 V 0 Contractor, designer, owner, was advised of the above required data by ❑ phone,❑ Bu lding Division counter, by ate: Contractor, designer, owner, was advised of the above required data by ❑ phone, t ' aill❑ Building Division counter, by ate: ? • DD Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, o advised of the above required data b ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: l 0 Plans approved by: i Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance T E.H. USE NLY Prof Pian Attached l// _ Floor Plan Attached= ti Sent to S. ! Owrfer Location AP# Plan Appro edr* ewage Disposal f Water Supply: Public Private Well 04 Clearance for a'!P dwelling. Other NOTE: Environmental Health Specialist 8/96 Date C01ONTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. PROPOSED BUILDING USE S r DATE RECEIPT # DATE REC L'.1<. B�DING PERNUT FEES Balance Due ................ $ d -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ Z"'2. SCHOOL DISTRICT FEES ' (paid at at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 3 �D •�0 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x ; = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $'0.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 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, bb DATE lUZ9Lrl 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) i � 1 .r'nsl^�`�w�.a/P:+w�w�;ki�iTy�y� •- 1, - 't countil u to_ %'LAND OF NATURAL W E A L T H AND BEAUTY Christy and an bbels P.O. Box.g24: FoBUILDING DIVISION -est�Ra , --Ca. 95942 .. � DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 Assessor Parcel Number: 063-130-008 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Building Permit Number: 99-2498 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter.... Indicate which detail, specification, or calculation shows the requested information, Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Per item 3 from previous plan check letter.- Supports for 4x12 beams have/not been added so I am assuming that the 4x12 s are now hung on the 4x8 beam over the fron porch. The 4x8 beams fails per the loads carried, not just loads from 4x12's but also the truss loads from the other side. In addition, you do not show supports for .the 4x8 Trus at exterior wall. s 6 has been revised and it does not show that it supports the jack the over the porch, please explain. - .. j � 4—o e9J4 Architect of record is to address these conditions and .provide gravity load calcs for the 4x8 beam. Provide an construction detail o ppo o t e x12 pore eam rovide support for the 4x8 beam in the affected w s. Plans can be picked up in the vi e o ce for revisions. Please return when all items ave een addressed and plans have bee stamped and signed by the engineer or architect of record. Plan check will continue.up receipt of the above items. Additional items may be required when plan check is resumed. If you have questions about ny requirements; you may contact me at (530 538-7541 between the hours of 1:00 p.m. and 4: 0 p.m., Monday through Friday. -� MarZXxarrlrniner 'tney Plan cc: Bob Metzger I >� A119 0 1999 :Forest Ranch, `Ca. 95 Assessor Parcel Number: 063-130-008 Building Permit Number: 99-2498 Suite count, L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1 nclosed is your school fee form.- Pay any required fees at school district office and return ellow copy to the building department. Z., Truss T5 has reactions over 5000 pounds. Engineer is .to address loads to foundation and it to sie support posts for girder truss. 3 evise roof framing plan to match truss layout. Remove options from plan [hip and tray' eiling]. Provide support posts in walls in appropriate locations to support 4x12 beams at front porch. Size truss T2 for mechanical loads. Revise attic access for direction of the truss. Provide beam over kitchen to carry truss T2. Foundaton plan shows footing for porch supports at back porch as four feet from exterior wall and rest of plans shows beam and support at five feet - please clarify. X_. Plan shows direct vent fireplace and application shows wood burning fireplace with gas. hich are you planning to install. If it is the direct vent please provide the manufacturers' specifications with your resubmittal. /Combination of lines and boxes for method of providing braced wall panel is insufficient per analysis of building official. Provide lateral analysis of the front of this structure and include porch in analysis [which is not supported on braced wall line]. This analysis is to be submitted by a licensed professional. All engineering is to be keyed on plan and plans are to be stamped and signed by the engineer. i Plans can be picked up in the Oroville office for revisions. Please return when all items have been addressed and plans have been'stamped and signed by the engineer or architect of record. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. ' . If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:OO p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 2 0 r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 0 U/),6 9CCL Building Department No. A.P. Number C/lU� �� �C/✓U Jurisdiction: City County Property Owner r) 5 V l -2u ibbeL, Property Location/Address Subdivision U 1S,2 -5:z baai tt, Lot No. *1 . Residential Development .........................................................................:................... Io Sq. Footage / / OJ No of Living Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # .................................................................................................................. '(No foundation inspection): I Commercial/Industrial.,_ New - Addition' moor mans revrewea oy acnooi uistnct rersonneif District Identification No. e)on 3 (o3 r Cl/F, SZ School District certifies that Sq -Footage . • . ; t t (Including Exterior Roofed Areas) A io 9 9 Date (Applicant') P.U. v3 (Street Address) (Phone Number) IZta nc� C�Gk- c� 'a— (City) y (State) (Zip Code) has complied with`the requirements of Resolution No. Vo 19 8 by payment of $ representing 1 05 square feet. AB 2926 $ FULL MITIGATION $ Via mo School District Representative _ Date f Paid by Check # ' Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project maybe subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm M AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 1--- 2, �- 9 8. III I") II II II') � III"I I"I II T I') 1 999-0046998 ' Recorded I REC FEE 10.00 Official Records I CONFORM .00 County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Cindy O3:O0PM O5 -Nov -1999 I Page 1 of 2 AGRICULTURAL STATEMENT'OF ACKNOWLEDGMENT a �� 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, pnuiing, 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: Ste, ArfA I,+eLI cbescrrph*-,, Date PROPERTY OWNERS: q / DAN GUBBELS CHRISTY GUBBELS State of California County of 13a lI e On /UOv, before me, So t", W. xrwo,- f personally appeared h &66t.11 101--4 Cti ��r/� ersonally (mown 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 helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the Person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: A.P. # D(P2->' 12Du " 0(� JOHN W. D'EWART COMM.11219502 D NOTARY PUBUC-CAUPORNIA ca COUNTY OF BUTTE w W Comm. Expires June 11, 2003 .. �••r�vs:arar DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: A PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 4"x4"x18" STAKE MARKING THE SOUTHWEST CORNER OF SAID SECTION 7 AND RUNNING THENCE SOUTH 88 DEG. 15' EAST 222.4 FEET ALONG THE SOUTH LINE OF SAID SECTION 7 TO AN IRON PIPE IN THE FENCE LINE MARKING THE EASTERLY EDGE OF THE EXISTING HUMBOLDT ROAD; THENCE ALONG THE FOLLOWING FIVE COURSES AND DISTANCES: NORTH 19 DEG. 59.' EAST 315.86 FEET; NORTH 26 DEG. 48' EAST 331.15 FEET; NORTH 27 DEG. 03' EAST 331.83 FEET; NORTH 19 DEG. 18' EAST 314.65 FEET; NORTH 12 DEG. 32' EAST 305.39 FEET TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE FROM SAID POINT OF BEGINNING ALONG THE FENCE MARKING THE EASTERLY LINE OF THE EXISTING HUMBOLDT ROAD, NORTH 11 DEG. 07' EAST 304.05 FEET TO AN IRON PIPE; THENCE LEAVING THE AFOREMENTIONED LINE, SOUTH 88 DEG. 15' EAST, PARALLEL WITH AND 1800 FEET NORTHERLY AT RIGHT ANGLES FROM THE SOUTH LINE OF SAID SECTION 7, A DISTANCE OF 863.50 FEET TO AN IRON PIPE; THENCE CONTINUING SOUTH 88 DEG. 15' EAST 91.0 FEET, MORE OR LESS, TO THE EASTERLY LINE OF SAID WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 7, BEING THE EASTERLY LINE OF SAID LOT 9; THENCE SOUTHERLY ALONG SAID EASTERLY LINE, A DISTANCE OF 300 FEET, MORE OR LESS, TO A POINT WHICH BEARS SOUTH 88 DEG. 15' EAST 1017.2 FEET, MORE OR LESS, FROM SAID POINT OF BEGINNING; THENCE NORTH 88 DEG. 15' WEST, PARALLEL WITH AND 1500 FEET NORTHERLY AT RIGHT ANGLES FROM SAID SOUTH LINE OF SAID SECTION 7, A DISTANCE OF 117 FEET, MORE OR LESS, TO AN IRON PIPE THAT BEARS SOUTH 88 DEG. 15' EAST, A DISTANCE OF 900.2 FEET FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 88 DEG. 15' WEST 900.2 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID PARCEL FROM WHICH THE SOUTHWEST CORNER OF SAID PARCEL BEARS NORTH 89 DEG. 17' 00" WEST 107.54 FEET, SAID POINT IS ALSO DISTANT 150.00 FEET EASTERLY, MEASURED AT RIGHT ANGLES FROM THE BASE LINE AT ENGINEER'S STATION "B"768+16.06 OF THE DEPARTMENT OF PUBLIC WORKS' SURVEY FROM HOG SPRINGS TO FOREST RANCH, ROAD III -BUT -47-B (THE CALIFORNIA STATE ZONE II COORDINATES FOR SAID POINT OF BEGINNING ARE X=2,086,954.21 AND Y=800,031.83); THENCE FROM SAID POINT OF BEGINNING ALONG THE SOUTH LINE OF SAID PARCEL, NORTH 89 DEG. 17' 00" WEST 107.54 FEET TO A POINT ON THE EXISTING EASTERLY RIGHT OF WAY OF HUMBOLDT ROAD; THENCE ALONG SAID RIGHT OF WAY NORTH 10 DEG. 05' 00" EAST 304.05 FEET TO THE NORTHWEST CORNER OF SAID PARCEL; THENCE ALONG THE NORTH LINE OF SAID PARCEL, SOUTH 89 DEG. 17' 00" EAST 164.49 FEET; THENCE SOUTH 20 DEG. 15' 00" WEST 318.32 FEET TO THE POINT OF BEGINNING. Permit Clearance ❑ APPROVED (CONDITIONALLY APPROVED Genera/Information f'� - ❑ RESOLVE PRO/S�AL. Permit #:�y Pate: I D - 2 - 91 Owners Name: GrV TS C L CA 0?-) ST- A10 AP #: 0 b3 — J'1 0 — 0®Lj Same as Computer Information: ❑ No ❑ Yes Address: 'P2 OS -r 'ar�,WCGTA L' -A q -1— S Propertylnformation Zone District: Date of Zoning Ordinance: General Plan: A Development Agreement: Use Permit: T Zonino Code Street & Hi hwa s Variance: a Front -2-°C • Parcel Is In: Land Conservation Agreement jj No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ED No ❑ Yes Violation Area No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Height Floodplain JS No ❑Yes Zone: /� .. Watershed Protection Zone No ❑ Yes a Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Other Pr000sed Use Comolies With: General Plan Zoning Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: 7 5 .gam ❑ Cohasset Panel Number: _ (2) 3-,? S jj SFD ❑ Residential Accessory ❑ Accessory Building Use 6 ; Zonino Code Street & Hi hwa s Fire Prevention Subdivision Ma Front -2-°C • Side (© Side street Rear Height ; Environmental Health Issues• Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: i Q eeds ❑ Map Permitc%arance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: C3No DgYes, Road Name: ('-�rZ�tTr (� 1 ){�1 32 Complies with County Standards for Deed Creation: E] No i� E] yes c,,, -,v -Y Comments: Zd22n sr== wigS 57-3 9-07 Cie EArz— '6 3 77"yv.rl+c noi✓ Z//7 S9 Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: A13108 10 klNaawl Oo 666` � 0 ON N ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. AND -WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 ►1 COPY of Document Recorded 05-Mov-1999 1999-0046998 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. N All that real property situate in the County of Butte, State of California, described as follows: j� A -T AGS+ed cbe,�-,cnohw�\— Date PROPERTY OWNERS: (4�t4 DAN GUBBELS CHRISTY GUBBELS State of California County of &/ /Fr On /l%uv, l yy 9 before me, personally appeared n &bbtl h 16-d CA -11s,/ipersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal :._ : • JOHN W. D'EWART Signature gel; COMM1 1219502 D W !9 NOTARY PUBUC-CAUFORNIA N Q COUNTY OF BUTTE c, Comm. Expires June 11, 2003 A.P. # DLO ��j0 - OC7 j rn� -a DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESZRIBED AS FOLLOWS: A PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 4"x4"x18" STAKE MARKING THE SOUTHWEST CORNER OF SAID SECTION 7 AND RUNNING THENCE SOUTH 88 DEG. 15' EAST 222.4 FEET ALONG THE SOUTH LINE OF SAID SECTION 7 TO AN IRON PIPE IN THE FENCE LINE MARKING THE EASTERLY EDGE OF THE EXISTING HUMBOLDT ROAD; THENCE ALONG THE FOLLOWING FIVE COURSES AND DISTANCES: NORTH 19 DEG. 59' EAST 315.86 FEET; NORTH 26 DEG. 48' EAST 331.15 FEET; NORTH 27 DEG. 03' EAST 331.83 FEET; NORTH 19 DEG. 18' EAST 314.65 FEET; NORTH 12 DEG. 32' EAST 305.39 FEET TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE FROM SAID POINT OF BEGINNING ALONG THE FENCE MARKING THE EASTERLY LINE Off' THE EXISTING HUMBOLDT ROAD, NORTH 11 -DEG. 07' EAST 304.05 FEET TO AN IRON PIPE; THENCE LEAVING THE AFOREMENTIONED LINE, SOUTH 88 DEG. 15' EAST, PARALLEL WITH AND 1800 FEET NORTHERLY AT RIGHT ANGLES FROM THE SOUTH LINE OF SAID SECTION 7, A DISTANCE OF 863.50 FEET TO AN IRON PIPE; THENCE CONTINUING SOUTH 88 DEG. 15' EAST 91.O FEET, MORE OR LESS, TO THE EASTERLY LINE OF SAID WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 7, BEING THE EASTERLY LINE OF SAID LOT 9; THENCE SOUTHERLY ALONG SAID EASTERLY LINE, A DISTANCE OF 300 FEET, MORE OR LESS, TO A POINT WHICH BEARS SOUTH 88 DEG. 15' EAST 1017.2 FEET, MORE OR LESS, FROM SAID POINT OF BEGINNING; THENCE NORTH 88 DEG. 15' WEST, PARALLEL WITH AND 1500 FEET NORTHERLY AT RIGHT ANGLES FROM SAID SOUTH LINE OF SAID SECTION 7, A DISTANCE OF 117 FEET, MORE OR LESS, TO AN IRON PIPE THAT BEARS SOUTH 88 DEG. 15' EAST, A DISTANCE OF 900.2 FEET FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 88 DEG. 15' WEST 900.2 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID PARCEL FROM WHICH THE SOUTHWEST CORNER OF SAID PARCEL BEARS NORTH 89 DEG. 17' 00" WEST 107.54 FEET, SAID POINT IS ALSO DISTANT 150.00 FEET EASTERLY, MEASURED AT RIGHT ANGLES FROM THE BASE LINE AT ENGINEER'S STATION "B"768+16.06 OF THE DEPARTMENT OF PUBLIC WORKS' SURVEY FROM HOG SPRINGS TO FOREST RANCH, ROAD III -BUT -47-B (THE CALIFORNIA STATE ZONE II COORDINATES FOR SAID POINT OF BEGINNING ARE X=2,086,954.21 AND Y=800,031.83); THENCE FROM SAID POINT OF BEGINNING ALONG THE SOUTH LINE OF SAID PARCEL, NORTH 89 DEG. 17' 00" WEST 107.54 FEET TO A POINT ON THE EXISTING EASTERLY RIGHT OF WAY OF HUMBOLDT ROAD; THENCE ALONG SAID RIGHT OF WAY NORTH 10 DEG. 05' 00" EAST 304.05 FEET TO THE NORTHWEST CORNER OF SAID PARCEL; THENCE ALONG THE NORTH LINE OF SAID PARCEL, SOUTH 89 DEG. 17' 00" EAST 164.49 FEET; THENCE SOUTH 20 DEG. 15' 00" WEST 318.32 FEET TO THE POINT OF BEGINNING. satte Count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y �--� BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-2498 Expiration Date: 2-18_01 A.P.# 063-130-008 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: JX] Permit work started, but not completed. Permit may be renewed for '/z the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return allall copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 •.LOERKE INSULATION CO., INC. INSULATION CERTIFICATE i 15232 Dornette Forest Ranch Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13° Brand Name Thermal: Resistance (R -Value) I Brand Name Johns Manville Thermal Resistance (R -Value) R38 Loose fill Type Fiberglass - - - yp g-�8rartt»fa�e. Johns Manville Contractor/s min. installed weight/ft s .659 I . ' � Minimum Thickness 16.25" ,q• b. c inches. Manufacturer's'installed weight per square foot to achievl Thermal Resistance (R Value) R38 ` J 3. EXTERIOR WALL �. Material Fiberglass Batts Brand Name °Johns Manville Thickness (inches) 3.5" ' istance (R -Value) R13 4. RAISED FLOOR Material_Fiberglass Batts ..�.�r 6kness (inches) fi SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material +"`� hickness (inches) DECLARATION Bran&Name Johns Manville Thermal Resistance (R -Value) ' Brand Name Thermal Resistance (R -Value) Brand Name 7frermaf"Re6stance (R -Value) I hereby certify that the above insulation was installedinthe building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. Item #s d4�&re,ate Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor (Co. Name) Or General Contractor Co. Name)Or Owner Item #s Signature, Date Installing Subcontractor(Co. Name)) Or General Contractor (Co. Name) Or Owner RESIDENTIAL PERMIT NO. [ q I �- vi� PERMIT EXPIRES OWNER CONTR. % N �'7" ASSESSOR PARCEL LOCATION Jy Z Y D �/�/ `� ✓ i CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ( Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V=OK 0 = Not OK ==Not Ready' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DeplhSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures 5. Electricity; Location•Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location-Test0rap; / /,L'ft. / /Nat. or/ PL"ftJ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except#'s 3. Gas; MH Test-DemandVaMe-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/8 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal Date 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-DeplhSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext:; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except#'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/8 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/8 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 ✓ = OK O = Not OK - = Not API = Not % RESIDENTIAL (Single & Duplex) (Plans) OK except #'s 2�Main; Soils-Elec. Gmd.-d [�Ftg. Depth �Sg,J6arage; Soils-Steel-Elec.FGmd/ / Ftg. Depth F orches & Decks; SoilsSteel-/ / Ftg. Depth Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Puriin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls ­Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 6]. G.F.I. & Bath Fixtures & Tub Access -Spa j W. Elec. Trim & Subpanel, Breaker Sizes & Labels 6 . Stairs & Rails Fireplace or Stove, Clearance -Hearth 7 Elec. Outlets at Wood Panel; Int. & Ext. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance MY) E4cOutlets & Receoticales at Kit. Counter 7V/A.C. Duct in Garage -Damper id/Elec. S ails, Garage; Steel-Blockouts4Nrapped 8. H Downs and Special Anchors lab, Steel -Wrapped Pie -Fireplace Ftg.Steel 1 l .9 9. 10. .WV.; Fall -Fitting -Test -2 Way C/0 -Sewer Test UF. Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 8 . 11. WIW Pipe; Test -Anchors -Regulator -Service Test Stucco Brown -Finish 84.,X.C. lectric Underground 85. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies Exterior Elec. Trim, G.F.I. Receptacle -Underground 15. Access & Ventilation . 16. Insulation Corections'from Previous Inspections W. gas Test -Meters Tagged, Gas -Electric Date V7-26, AJ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Card B-1 Date Card B-1 17. Water Htr.; Vent -Access -Combustion Air Baffle Ca -rd -B' Ti Date Card B-1 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; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection a 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Bo es & No. of Conductors Stapled 26. Romex t stalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s ' 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Gibers & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Puriin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls ­Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 6]. G.F.I. & Bath Fixtures & Tub Access -Spa j W. Elec. Trim & Subpanel, Breaker Sizes & Labels 6 . Stairs & Rails Fireplace or Stove, Clearance -Hearth 7 Elec. Outlets at Wood Panel; Int. & Ext. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance MY) E4cOutlets & Receoticales at Kit. Counter 7V/A.C. Duct in Garage -Damper id/Elec. tr. Htr; Vents. -Clearance -Comb. Air Connector-P.R.V. In Gara e; ve Floor-Mech. Protection i P16. & Mech. Equip. Listed for Location Receptacles in Garage (G.FI.)-Romex Protection nsuiabon-Foam-Looked in Attic 6. uard rails & Deck Construction -Post Caps 81o.' • Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor Yes 8 . Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No !K Stucco Brown -Finish 84.,X.C. Unit Disconnect, Electrical -Plumbing 85. Vnts Above Roof, Plbg-Appliance Fireplace Clearance to Openings Water Well, Disconnect, Electrical, Plumbing 8 . Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throught House . Glass Protection Corections'from Previous Inspections W. gas Test -Meters Tagged, Gas -Electric 92'!2ter & Sewer Connected -C/O to Grade -HD Approval 23 -"Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Ca -rd -B' Ti Date Card B-1 Date tCard B-1 Date Card B-1 Comments at Final: RES11DMTIAL PLAN CHECK�G GUIDE � SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUI DINGPERN rI'NUMBER: PLAN CHECKER: rV o A. P. NUMBER: C9 C0 3 I 0 OO8 GENERAL, 6 — Zoning requirements: (side yards and number of permitted living units). Valuation. 13r Plans signed by designer. A' Proper description of work on application. Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). ,Y. F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). / Complete to scale plan with dimensions. x Required windows for light and ventilation (Section 1203). X Required windows for second exit (Section 310.4). ,4! Skylights (Section 2409 & 2603.7). J.' Glazing in Hazardous Locations (Section 2406). X. Required room sizes, ceiling heights (Section 310.6). Ar G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 3�- Garage firewall, door size and closer (Section 302.4). _ Minimum of one 3'0" exterior door (Section 1004.6). -�tj GzE�ila/yJ �Yu/�! Fireplace and wood stove location, alcoves and clearance. 0ze' SOc o T S Smoke detectors (Section 310.9.1). je Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: wy� Conventional Constructio (Unusually Shaped Buildin ( tion 2326.5.4). ( Standard bracing or engineered 3./. Clerestory requiring balloon framing and/or engineering. n - W a A te_ — Three story building requiring engineered calculations and plans" C) Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. �Y 7. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building.apt u Oil Rafter ties or bearing ridge beam. 1'f' O l Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. .12J Stud heights. &161 '-00� 13. Adobe soils special foundation design. Retaining walls requiring design. Special Inspection requirements.�� 16. Header size. (�YOUIQQ, ESQ} c� 2 lA U� l 17. Sheetrock nailing inspection required? July 1996 3.2 ZfCf'VT T AXS A OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Section 1006). ,,/2. Guardrail details (Section 509).• �3. Brick or stone veneer (Section 1403). A, Exterior plaster - weep s c�6eds (Section 2506). ,51 Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. /9. 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). �i Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). k3� Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 0 Energy design. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. July 1996 3.3 Is PRC—ECT PROCESSING RECORD S APPLICANT: LA -1 OWNER: PERMIT #: A. P. #: WORK DESCRIPTI DATE DESCRIPTION OF STEP IL OD a, 1-y(114 7v 46 sP'/�'V- . � c�► 4 . rG,4/V fi%wS �/y A 0 t2/ SC v S S w C,,+fe v. S� � f / <��/" L Job number >> 99122 Structural Calculations for Gubbels Residence P.O. Box 924 Forest Ranch, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico,. Ca. 95973 (530) 892-2700 (530) 893-0532 Fax c DATE 12/27/99 . AR HAIf✓aii����� � v ' ��� RF311. �� -1 le'c'�>f CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed Exposure Seismic loading Seismic zone Gravity loading Roof live load Floor live load Balcony live load: Soil data Allowable bearing: 80 MPH B 3 3.5PSF n a PSF n/a PSF 120OPSF LOAD—S .9:58 AM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 12/27/99 ------------------------------------------------------------------------- DESCRIPTION >> 13.70 USE:�00 PSF LL ------------------------------------------------------------------------ ASSEMBLY >roof 16-0-0 PSF SLOPE > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION UNIT WT./ PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 39 2 X'6 - 24" 1.10 ✓ 1.10 39 2 X 6 - 24" 1.10 ✓ 1.10 60 INSULATION R38 2.20. 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80-v 2.80 ---------------------------------------------------------- ------------- DL 13.70 USE:�00 PSF LL 16-0-0 PSF ------------------------------------------------ TL ----------------- 30.00=P ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 83 1/2" GYPSUM BD- 2.50/ 2.50 34 2 X 4 - 16" 1.10 1.10 64 MISC. 2.00 / 2.00 83 1/2" GYPSUM BD 2.50✓ 2.50 ---------------------------------------------------------- 1�----------- DL 8.10 USE: 9.00 PSF LL PSF ---------------------------------------------------------------------- TL 9.00 PSF PT FTG2 8:27 AM --------------------------------- Rev 9-30-93 Point footing 12/27/99 ----------------- - ------------ ------------------- - Descri tion >>F-1 -muSS %— 5 -------------- Load data ------------- --------------Soil data------------ P > 6.170 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load % > 66.000- -------------- Concrete ------------- 6.000.------=-------Concrete-----------------------Reinforcing steel --------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------------------------- ------- Footing data-- ------------------------- Footing size > 2.500 feet 'l Footing thickness (t) > 12.000 inches' <ok> Distance to reinf. (d)- > 8.000 inches Footing weight > .938 kips Total P axial > 7.108 kips Total bearing pressure > 1.137 ksf <ok> Net bearing pressure > .987 ksf Factored bearing pressure > 1.578 ksf (1.7*LL+1.4*DL) ------------------------- --Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.615 kips Vn=Vc=2(F'c)-..5*bw*d > 24.000 kips Vn > 21.600 kips -w Diagonal -tension - factored loads - two way action .<ok> Vu=(P net)*(effective area) > 9.159 kips Vn=Vc=4(F'c)-.5*bo*d > 51.200 kips Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.232 ft-kips/ft Required Rn=(Mu/O)bd"2 > 21.397 psi Required p (bending moment) > .0005 Required As (bending moment) > .052 in-2/ft = .129 in"2 Min. required p UBC.2610(f) > .0007 33% increase applied Min. required As UBC 2610(f) > .069 in^2/ft = .172 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. .1 No. 6 bars e.w. 1 No. 7 bars e.w. PT FTG2 8:31 AM ----------------------------------------------------------------------=- Rev 9-30-93 Point footing 12/27/99 ------------------------------------------------------------------------ Description >>F-2 Tn�St TSS -------------Load data ------------- --------------Soil data ------------- P > 3.907 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 66.000 -------=-------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 (A > .900. ------------------------------Footing data ------------------------------ Footing size > 2.000 feet Footing thickness'(t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 4.507 kips Total bearing pressure > 1.127 ksf <ok> Net bearing pressure > .977 ksf Factored bearing pressure > 1.561 ksf (1.7*LL+1.4*DL) -----------------------=---- Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.081 kips Vn=Vc=2(F'c)-.5*bw*d > 19.200 kips Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 5.550 kips Vn=Vc=4(F'c)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement ----------------------=--- Mu=(P net)*bl"2/2 > .780 ft-kips/ft Required Rn=(Mu/O)bd-2 > 13.549 psi Required p (bending moment) > .0003 Required As,(bending moment) > .033 in-2/ft = .065 in"2 Min. required p UBC 2610(f) > .0005 3301 increase applied Min. required As UBC 2610(f) > .043 in"2/ft = .087 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 'No. 7 bars e.w. AI File >SHEARW 9:52 AM 12/27/99 ------------------------------------------------------------- ---------- REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------ Description >> >> (SINKERS). ------------------------------------------------------------------------ Mark Description 1 3/8" cdx plywood with 8d nails at 611, 1211 o.c. 2 3/8" cdx.,plywood with 8d nails HF DF .216 .264 (.184) (.224) -..315- . .384 ---- PT FTG2 8:34 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 12/27/99 Description »F-3 % -------------Load data ------------- --------------Soil data ------------- P > 4.945 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load $ > 66.000 --------------Concrete--------------------=--Reinforcing steel-------- FIC -------F'C > 2.500 ksi Fy > 40.000 ksi-,-., m > 18.824 > .900 ------------------- -----------Footing data ------------------------------ Footing size > 2.330 feet Footing thickness (t) .> 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 5.759 kips Total bearing pressure > 1.061 ksf <ok> Net bearing pressure >' .911 ksf Factored bearing pressure > 1.456 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.821 kips Vn=Vc=2(F'c)".5*bw*d > 22.368 kips 0 Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 7.255 kips Vn=Vc=4(Flc)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl^2/2 > .988 ft-kips/ft Required Rn=(Mu/o)bd"2 > 17.149 psi Oo��i rer7 r /leo r�iii r�� m�me�t \ AAAA 1 < ; - - ` . , 1 ._ fitt_ , t .•.-�-' �-.•.y1-.'-,•� rt ... t • , t ...i .... � - - I I � � t .,_ r- -i ., . r � ,,.ria � _ _ }.- �.,.-•7--«J 000 I {1 ! _) {-•� i_ CIV � � - .r. _......-.._. �. .._ .. ,_ - ..,...._.L..._.1__. .. _.T....,»..L .lam. ..,.• '-�•' - 1. ...�... � ,�..._ L I , { _ I �.. _y .....r._-:...-.- it i • M NCI C14 C4 C4 2 8'.,ijli+-z L t ,• I j i �.l i I _T-4 �,7`� 'r33Z 17,31�0 I ' io��ly` � {I.4c9� z •, 310.4 �.._ ; < .{ �{ �_ � i � . ; ' 2. !. _ .. ,.«.,.-c_ ._..._- ...._.�-- .. { _�_. 4._ _ r 1 Irl. ,._.-i , ....�._rL-+...., �-••.-• (ill? '...`��.10 31 31 i �- �W W A -LLS 0 ( )( �.O ►'toot / \ I � V } z �j (o4io � A- Z FLYZ Coo F L- F rz- w&O , G19 9 PLY w� 'T• n 7/ 1 r 'T• n 7/ L I Y wN�) Vj A -I -L 4 41 -X- ►32� C�,� = t c)07 l� =o' - 1323 (�) - tz- 0 9 t FA- c UA A-NC-(A-orz` G A -Y7 .5 P( 04 1 23: W 'A -U— S 7-Z FMA III G 4A-tZ 5 Aj 6 ry L�Q)E Z �o- 71-- �A- 6�SE- &c f 3 VJ)V U >< v ' 4 7bN tj 6 7 CL 4) 4 O T (HUMBUG U -,T H11WHOCK VIEW SUB. 8 PT. SE -c. 35 T. 22 N. R. 2.F.' M.D,6-8--m- U RIAOROCK VIEW SUS. Ae O. R. 8K 74 Fc, 27 B 7S ;!JOVEY 'NN.) i Y P A L R i. E' C,,(). 1 Y r�DH AINYLOSS :%;-ASUN OF HELIANCE A "JN - 0 Assessor's Map No. 11-08 County of Butte, Calif. JAN. 1960 0 = (o -2 4, i. 7T 4 Die �,•sr� PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correc and legible, it may cause a delay in processing. Owner'sName- Received By: Date: - .- — — A. P. #: 3 15—d 25 Permit #: ' 26 Time: Contact Phone Number: 371�� CtckC 5;U — 04.65 Purpose of submittal: 0P ermitApplication Data Item ❑ Engineering r' ❑ Plan Revision IR Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: L1- Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and ;tamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show,* how; When Approved, Process as Follows: I ❑ Mail to Owner at this address: . Q Mail to Contractor at this address: ❑ Call Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ As requested on permit application data sheet. Revised Plan Check Fee: 0$46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 1 (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 Customer: Address: AP#: 89 Loren Avenue Chico, CA 95928-7434 sGk,e 115-5 2 3 7- Do gzc-tr D I—. T: -R— &3 — 13- b o Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 "ATALM02 100 IMMUM9101F., Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 (gubb- - T4E COM) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard c,;' --t Wedge 2x6 DF -L #2: -:LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I 0 PSF BC LIVE LOAD PER UBC. 0 0 0 z W2.5X4 -0 W3X6,0 I 6 r cn W1.SX4 4# A a W3X8 MI W3X8(B1) a Gl a -~ W2.5X4 = w w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. T IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, 8C O 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6 is TSE W3X8 e I_ 16-9-0 �I_ 16-9-0 I I , 33-6-0 Over 2 Supports R-1887 W-3.5' C. PLT TYP. Wave TPI -95 Design Criteria: TPI(S1 I "WARNING " TIL SSlS MOVIE EATRENE CARE IN FAPRICATION. NANDLIRO, SNIPPING, 1977ALL116 AND O BRACING. @FER TO NTN -91 INAIDLINS INSTALLING AID BRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE, S33 O'OROFRIO DR.. SUITE RUO. MADISON, NI 51719). FOR SAFETY PRACTICES PRIOR TO o lEIFOlMINS THESE FUNCTIONS. U1lEff OTHERWISE INDICATED. TOP CHORD RAIL RAVE PROPERLY ATTACHED ry Si&ICTURAL PANELS. BUTTON CIORO SNALL NAVE A PIOPIRLT ATTACNEO RIGID CEILING. { •-IMPORTAM -- FURNISH A COPY 0► THIS DESIGN TO TIL INSTALLATION CONTAACTOR. ALPINE ENGINEERED C 9 PRODUCTS, IAC. SRALL NOT It RESPONSIBLE FOR All OE/IATION FROM THIS DESIGN: ART FAILURE TO C�1 BUILD TNI TRUSSES IA CONFORMANCE WITH TPIS ON FABRICATING. HANDLING. SHIPPIRS. INSTALLING AND A L P I N E BAACIIG.Df TRUSSES. IVIS DISIGN CONFORMS NITS APPLICABLE PROVISIONS OF ROS (RATIONAL DESIGN fPECIFICATION PUBLISHED BI TNI AMERICAN. FOREST AND FAM ASSOCIATION) AND D1. ALPINE CONNECTORS ARE MADE OF ROSA ASTM ASS3 CRAG G4Y. STEEL, ESCEPT AS NOTED. APPLY CONNECTORS TO EACI FACE OF TRUSS. AND MISS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I. TIE SEAL 01 TRIS OWING IRDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ♦1-;�p,,,,1,-�. RES/01SIBILM SOLELY fOR TM[ TAM COMPONENT 0(f lG1 SADYN. THE SUITABILITY AND USE Of THIS COAPONfWT FOR ANY PAR ICULAR BUILDING IS TBE RESPONSIBILITY Of THE SUILDISG DESIGNER, PER ARS,,/TPI 1.1995 SECTIOI !. W3X8(B1) 8 R-1861 W-3.5' CA - 1 - - - F Scale .1875• Ft TC LL TC DL BC DL BC LL TOT.LD. 33.5 10.0 7.0 0.0 50.5 PSF PSF PSF PSF PSF REF R427--42162 DATE 06/26/00 DRW CAUSR427 00178001 CA -ENG AEB/AEB " SEAN - 39694 DUR-FAC. 1.15 FROM KD SPACING 24.0" t r } t T t t ` 900 STATE HWY 32 j. �72000 M Chico, California DDRRETT ()R P.P \ 0 �— power peter 200 onp service we I 1 313.827 R 100' / 105' b/r 19055q. ft OUR L.P. gas FH0eu118' 00 Go I I th E 150' (conb i ned) leach ® 300 driveway 1 10 tic tank per County Code 33' ,i h I i ne 864 APPROVED Butte County Environmental Heaith J/ OU -0 �'T* n v S N E �� MI 3BR house 15232 Dorrett Or, Note. Plan includes reconended leach I i ne location (by BL Health Specialist) and new -septic tank location fron orginal pion, 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: e r`1 e i S T Y 66ez Lis Address: X02 t s 7 2� NG N AP#: 3-13- 6,b Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle r �� Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• AGENCY Timber Products Ins, P.O. Boz 20455 Portland, OR 97220 (503)254-0204 a W 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 �W�u11J 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. C9 0� I GAIII1 1111) III IAII S IR(111GUACK INAII 111 LEIIfER 12' O.C.) (URA(EO AI 55' 0.C.I LEDGER (HAIL 10 VERTICAL W/2 -10d IIA ILS ) IK) SPAC IIG FIN REFER. Ill Sl PRIXXICI All A35 III FI C I 11115 11111; NIII'Allll) 111011 CUlll'Ulla INPUT (1.005 1 11111flICl um can itir,. ur (PI) tN) (G) a IS) LEI ER (11) r 61AXC y (H) 2X4 F.L. OR II.F. 12 OR GIF. SMI'GOACK GRACE GRACED AT 55' O.C. (C) Ix4 MIIIIIIIAIS LATERAL ORACIIIG FOR GRACE I SIROII;OACK ) HENUER I.GIIGER THAN 721. AIIACII At IIIOPOIIII OF EACII GRACE %/2-0J (10110I IIAILS. 24. IIAX / GAOL \SI )\ \ \ \ \ 1111 )I IPI ) PEAK PLATE 10 HAICII CI)11)1711 TRUSSES. NOTE: CIIII:OS 10 BE 2X4 FIR-LARCII 12 11111. (SI ) SPLICE PLATE IU IIAICII CCHOI TRUSSES. IIOIE: 11115 DETAIL MAY BE USED FOR (III ) IEEL PLATE 10 HAICII C09-01 TRUSSES. 1PLJSSES 'Willi PITCHED O.C. ALSO. (0) 11P11011 10 WEB FLAIRIG: USE 131-2' VICE STAPLES (11.11)2 OIA./15 GA, ) IDEIIAILEU IRRU CIIIRII IIIIQ WEB L IIAI WEB I1110 CAIRO al 011E FACE FOR A 1011 OF B SIAPLES. (PI ), ISI ) 1 (III ) MUST BE MATEO. (G) GAOLE ETI) OESICWI BASED 011 751"1 W1110 LOAD, EXPUSIIRE 'U' AT 0-25 Ff. WAIT PLATE IMAX. WEB LENGTH IX3• 2-0-0 2x4• 0-1-0 3X4• 13-6-0 OUTL001:ER CRITERIA IElflll, , PLT TYP. have TPI -95 It Design Criteria: TPI -95 STD Q Q Q Q '•VA11MIM0•• IIYf Stf If OUII( t11RIN[ CAAt IN IADRICAIIOR, HAND,_ ANO, IRO, SHIT/TNG, IYSIAtllNO ANO I'A(INO, 11111A 10 1111.91 (NANOt IND INSIAt1INO AND 1AAC110). ?Usti solo NY 111 (IRUSS ►LAIC Q O IIf111011. 6t) O'ONO110 01., SCAM( 100, MADISON, VI 6)119). FOR SAF[IY 1AACIICIS 1,11011 10 IER►OANINO IN[fI fUNtIIOtf. UNLESS OIH(RVISI INOICAI(0, 10► CHORD SHALE HAVE ►Ao►(RLY AIIACH(0 11AUCIUAAI ?ANIL$. 10110M CHOA0 SVAft HAVE A IR01(ItY AIIACHID 111010 CIIIINO. lJ '•INIORIANI•• FUNNISN A 0011 OF lot$ 0111" 10 IN( INSIA,t A110N CONIRAC101• At11N[ (NOIN((R(D o AI,1'�NNEo IIOCINI IAOf 3[fI.AIN LOIS 01MAAC(101 11 OYI IME IFI: CA All [AINICAI1N0oN11ANDl iN013p(SIGN. ANY FAIIVAL 10 fH1►IINO, INSIAtt AIION OA IN AC IRO O( IAYf 3(f. IRIS AAC9 II CONIORMf VI IM AI►t ICAO.( ANOVISIONf Of NOS (NAIIONAI Ot 5101 1/(CIS ILAI ION lull IMO 1f ..I ANEIICAN fOR(fl AAO ►AIIN Af SOCIAIION) AND I11. AttIN( �l�l� CONNICIOAS AN( NAC( Of IOOA Af IN A313 ORS/OAI/.Slllt,SIMI A3 001(0. AI/tY CONN(C10AS10 l ' ` IA(N fACt of INY33, AND UIIISf OIH(1Y1S( (OCAI(0 ON HITS 0($ 1011, '0511ION CONNIC1011f ►(N D ff (--� I-1 OAAVINCf 130, 110 AND 160 A•►• AN ENGINEER'S f(Al 01 INIf OAAY 110 AI►tiff O1lY 10 S OIfION 1 ._1_ Of TNI IIY33 OI/ICIID N1AI AAD SIU11 N01 D( 111110 V/01 IE ANY 0111[R I'L 12' Hill 24' HAX 3.5, IfAx. TV. MICH N 2'1' D.C. 1.5' IIAX. 2X4 F.L. LLHOER GRADES HAX. LE`IGTII WITHOUT BRAC IIIG (to MAX. W/ SIROIK2iACK GRACE I S ) STANDARD 5 -II -0 II -10-0 DATE 03/19/90 C-2, c 1I W 'A yc TC DL 15.0 PSF orlw CD 112 C45tT45 r ^ OC DL PSF OC LL 0.0 u >} PSF TOT.LD. 50.0 RSF 11 7-9-0 15-6-0 11 1 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 QpOIESS/oN� TC LL 30,0 I35F REF R992 DATE 03/19/90 C-2, c 1I W 'A yc TC DL 15.0 PSF orlw CD 112 C45tT45 r ^ OC DL PSF OC LL 0.0 u >} PSF TOT.LD. 50.0 RSF SEOIT - 25450 L >�� F17CAi��' f ll 01111. FAC. 1.15 SPACING FROH PDC r Job: DETAIL -92 ALTERNATE BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER; PLATES. AND OTHER DATA NOT SHOWN HERE. TRUSSES 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 CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. CD103 (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO IBE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED BRACING TYPES MAY BE SUBSTITUTED* 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ^0 0 0 0 0 0 v o o a O c7 4.7 C _v o 0 0 I� �Acm LPIN a 0 0 C=3, TRUSS C O 0 C; O O SEE ORIGINAL DESIGN FOR PROPER OEMENSIONS KNIMPORTANTHKILPINE 9147VIEE1E0 PYIOOMA Ile. WARNING11rlms Tc00t"E flu' CASE SPALL 1101 M PESPOIISIBME FOR 111 I0 NALOLI-C. ERECETON Ano 01 1 111 3 0 0 FPON IMT OCSIC41 OR THESE SAIM[FICAT[OO. 0" LIN 00+AC11I2. SEE Me -$1 Of IPI. SEE THIS 095190 F41LM TO GUILD TIRE TPUSS IN CCI F01VIUIM MI III MISS Of AM. IOP AM(FIMLL SPECIAL FORWENT IIDACIIX PE Al►llr! CWIECTORIS APE HAVE OF 7JG4 WL1. STEEL NEETTIO &SON IN[PFA IFFS. UNLESS OTWANISE OOICATEO TOP MUS OR I ElCIPF 115 NOTED. IIP f Cd/ECTORS IO ma FACE OF OIOFD SPALL 0E LATE/14111 OPACED I11TN PPCPCO ERUSS Ala 10AISS OTIE/IIISE LOEAIEO CII THIS DESIGN. ►OSITIOI LY AMI E0 PLY+IDM SIEAINIAAG. BOTTOM CH M DO10EC100S FEDI O11111M 131 150 C ISOA-F. OESIQI BTAIDAPDS OITN PPOPEALI AITAL .0 01910 CEILBD -- SEE COIVEM SIAPPLID40LE MOVIS1ONEA OF HOS t 1PT. All EOOTNECD•S ALPINE FEo►ITCAL LV%TE 011/011 POP PPCPCO SEAL OM TPI$ O(I MMO APPLIES TO FIRE C04MVIT DEPICTED PEPE OITIULI APFUCAlIN1. FCRIM A COPI OF IH31 In 014.1. 410 WALL NOT BE PELIEO UPON 111 A11f DTNEP frit. IESIDI TO 019 (PUSS EAECTI00 CCNTMCTOO. UL.� mi— PI 7.A.1C Q4 Cf!'°y TC LL 30.0 PSF TC OL MO PSF m PC OL 5.0 PSF "C. _;043815 BC LL 0.0 PSF 6-1 i,� 63041 * TOT.LD. 50.0 PSF CI�! 'lf4FeAL,`�� OUR. FAC. i . 15 SPACTNQ 24.0" tORN CD103 I iRU55 BRACING/BLOCKING DETAIL TATS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUGS BRACING/BLOCKING IIETAIL (AT SUPPORT) INOlEt BRACING DESIGNED TO STABILIZE 1RUSSESN AND HAS NOT BEEN DESIGNED Tn W.cZlST I ATIMAI Mir in P nAne (A) 2X4 13 HEFI-FIR OR BETTER CONTTIJUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WI111 (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOIII ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (N) HEIGHT OF TRUSS AT SUPPORT: I FA-011k�11111i ING SECTION S -S TRUSS (0) 2X4 II.F. /3 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIMN. BRACE NAT BE LOCATED ON EITHER FACE OF VERTICAL. (P) SHEATHING APPLIED TO TOP CHORD. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.011 OR LESS, DIAGONALS NOT REQUIRED. 9 -APPROX. 45' (BB) BLOCKING TO BOTTOM C110RP3 OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTOM CIIDRD. PLT TMP. Nave TPl 95 -Design Criteria: TPI-95(TO 18.2c3 11991 IIIRIMI CARE FANRICAIIog O O O O N10 '23INII- `11 INIMAIDII CA - 1 - R - 0 BRACING.' [f IN It G ItflAllI TIG ATO YN ACItG)NDLING.SN(IPPINGBY INSTALLING AI O itAII f111Y11. $13 D•aoF1D OA.. SUIT[ 200. MADISON. Yl 131111, TC LL REF R421 Q FOA SAFtIY PAACIIC1s ►KION to 1EIFONMING IN(f[ FUICIIOIS. UNLESS OIY(AYISI INDICAI(D. 101 CHORD SHALL NAY[ PROPIRLY AIIACNID Q SIAUCIUAII PANELS. 10110M CHORD SMALL RATE A PADPIALY MACHO RIGID CI[LING. ..IhPOAIANF•• QQpiESS10 Fy to C TC OL DATE 1/12/94 FURIISN A COPY OF IIII DESIGN 10 IN[ IISIALLAIIOR COMIRACIOA. AL►IN[ (NOIY((AID Q ^�,..Q IN000CIf. PNC. I:A1L t01 1E R(S►ONf11l[ FOR ANY OITIAtION fAOM iN1f OESIGN; ARY y B C D L ( L ) 0AZLINE iAiIUAI IO 1UIlItN(IA UIS(SIN COIFORNat[I Y11M t►17 OA fA1tICAItNO. NARDIING, fNlf►1N0. INfIAIIAIION 0RLL 1AACI10 OF 1ROSSIS. 1N11 DESIGN CONFOIMf Y11N A►/LICANI( IROYISIONS tom. of NOS(RAIIOIAt O[SICNn`�`T ICIFICAIIOI PDILISNID tT IN( AMERICAN FOAISI AID PAPER ASSOCIAIIOII AND IPI.Al►PMC &All.LIMISEDIfIGNICIPI or 20IlIfSOCA tO1N[IYISIM ASS) SIOCATED TOT.LD. DRN 3,048,634 AS1010. APPLY ►Ofl(10I CONtIC10NS[P(ARf 10 �J UIACN(FACIIOFRINUff`•AIDOI1 DAArttGf SIO. Ito AND Ifo A -i. AN (NGIN((t f SIAL oN INII OAAVING APPLIES ONLY 10 INI �, 0�� lTtf DUR .FAC . CA E N G / C iIC DESIGN of tet IIVfS DIIICI(D Nlot AND SNAIL Not t( All'" UPON 10 ANY OWN VAT. OF C���E SPACING SEE ABOVE Job: TIIIS DWG. PREPARED FROH COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS HFR. • TRUSS IIIZOI'YILE 1/ 24" U.C. FIIIIRINC TRUSS PROFILE IITII 40" O.C. FURRING o BUILT-IN CRIPPLES BUILT-IN CRIPPLES o (REMAINS IN PLANE-- (REMAINS IN PLANE WI III IRIISS ) I I- WI111 ]PUSS) ) m (D) TYP. /�� \96 HIP WITH FLIP 1-PLYG HIP CIIUPD EXIENSIDN I -PLY 1�1 115 NIP WI111 FUR I -PLY (U) IYP. l5 HIP WITH FUR. I -PLY q4 IIIP WI III FLIP.14 /14 IIIP CIIOPD ��< EXTENSION )-PLY SETBACK -I �OT�I 13 IIIP WITH AIRill I-PLY-SETDACY.--{ I� ����q3 IIIP W1111 FIIR I -PLY ,� l 11"1 IIIP Willi FOR I -PLY I �,� /12 IIIP CIM.0 EXTENSION I -PLY �F Mr -7 .1 111 IIfP G1P,D[R HAY �(D) (B) (D) (B) I `-BJ lB)\ ql IIIP GIRDER MAY F_�I!T—I�C—I�� SDE MULTIPLEMC:MUER //���(���\ % DE MIJLTIPLEHEMBER (8) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACIIIG . (0) PURLINS SPACED a 24'O.C. TYP. \\ PERMANENT DIAGONAL ORACIaG (CONIINIIOUS 2X4) v APPLIED TO TOPSIDE OF FLAT TOP ( CON IINUnUS 2X4) v APPLIED 1D TOPSIDE OF-- FLAT TOP (0) CRIPPLES SPACED 24' O.C. TYP. CIIIRO BY ERECTIIIN CONIRACIOR (U) (RIPPLES SPACED 48' U.C. TYP. C10IP.D BY EP.ECIICIN CHN1RACTOP. (D) FURRING L FLAT IC (SEE URAL-ING DETAIL) (0) FURRING L FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN SAME SIZE AND SPECIES AS DESIGN. • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRIIEPIA NOT SII1JWN IIC_f,E. . NOTE: SEE ORIGINAL DESIGN FUR LUMBER, PLATING AND BRIER CRITERIA NOT SHOWN HERE. JACK RAFTER RIGID PERMANENT BRACING DETAIL - SECTION A -A CONNECTION DETAIL SIARr OF TDP CHORD START OF THE IOP CIIOP.D EXTENSION FLAT TOP CIICIP,D POPLINS EXTENSION f\ (SLOPING TO FLAT) \ (TYPICAL) �(CON IINUOUSy (SLOPING TO FLA]) ql IIIP MAY DE SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. O o O O O O O O O O O O O O O O C=) O C� Cm ALPINE� o TRUSS O O C --'J = O O O r� JACK RAFTER. 01 HIP, REFER. TO ORIGINAL DRAWING FUR MUTE INFORMA111 • SEIDACI L I'I.HIF SI IEATI I I TIG JACK RAFTER L PERHANCNI DIAGONALS FORM BRACED DAY. REPEAT AT ALL NIP ENDS AND AT APPVUXIMAIELY 20' INTERNALS OR LESS THEREAFTER ANO AT ENO DAY. ( I )I NUIE: PEPHANENT OIAI;IJIIAL BRACING NAILED f0 UNDERSIDE OF FLAT TOP CI01R0 PREVENTS LATERAL MOVEMENT OF )UP CIIURO. ( IF PLYWOOD SIIEAIFIING IS PRESENT ON ENO`JACKS, AND JACKS ARE PROPERLY AITACIIEO (SEE DETAIL) 10 11 IIIP, 1":N DIAGONAL OPACING IS NOT NECESSARY AT 11 IIIP, IIIINEVER, PLACEMENT a 20' INTERVALS IS STILL P.EOUIPEU. ) *#IMPORTANTIF *,(`PINE ENGIIEEnED P ODUCIS. INC. SHALL #101 BE RESPONSIBLE FOR ANY DEVIATION FAD" THIS DESIGN OR HESE SPELIf ICAY I BINS. 011 At1Y FAILURE 10 BUILD IHf TRUSS IN CONFORMANCE MI IN 05108 BY IP1. ALPIK CONNECIDRS ARE )UDE Of 200A GALV. STEEL WET [NO ASI" A44E Gn 0 EXCEPT AS NOTED. APPLY COINECIORS 10 EACH FACE Of TRUSS AW LNLESS 011ERWISE LOCATED ON THIS DESIGN. POSII1011 C0111ECtORS P[R DRbiNGS 170. ISO t IOOA-F. DESIGN SIAIOAnDS CONIFOAH W/APPLICABLE PROVIS TONS OF NIS t IP1. AN ENGIIEER'S SEAL ON 11115 DIUWNIG APPLIES IO IIE C010'ONIENI OEPICIED )EOE IN-OIILY.' AND SHALL NOT BEnAEL110 U'OIN,III ANY O,I,N'YAY.. me WARNING'nu55EB nEDutnt EXinEHE CAnE 11,01'N5/Q�� d * PSF B9m IN HAW( ING. EnECIION AND BnACIND. SEE Nle -01 BY IPI. SEE THIS DESIGN 101, A001110NAL SPECIAL PEPHAIE111 BRACIIIG RE OUIRENEHIS. IAILESS OTHERWISE IIAICAIED. IOP CHORD SKULL BE LATERALLY BnACED WITH PAD PER LY ATIAC1ED PLIWOOD SIEA111ING. BOTTUM CHDI1D .0 Now TC OL EIC. DL ETC LL +t ' * * PSF PSF PSF I'I.HIF SI IEATI I I TIG JACK RAFTER L PERHANCNI DIAGONALS FORM BRACED DAY. REPEAT AT ALL NIP ENDS AND AT APPVUXIMAIELY 20' INTERNALS OR LESS THEREAFTER ANO AT ENO DAY. ( I )I NUIE: PEPHANENT OIAI;IJIIAL BRACING NAILED f0 UNDERSIDE OF FLAT TOP CI01R0 PREVENTS LATERAL MOVEMENT OF )UP CIIURO. ( IF PLYWOOD SIIEAIFIING IS PRESENT ON ENO`JACKS, AND JACKS ARE PROPERLY AITACIIEO (SEE DETAIL) 10 11 IIIP, 1":N DIAGONAL OPACING IS NOT NECESSARY AT 11 IIIP, IIIINEVER, PLACEMENT a 20' INTERVALS IS STILL P.EOUIPEU. ) *#IMPORTANTIF *,(`PINE ENGIIEEnED P ODUCIS. INC. SHALL #101 BE RESPONSIBLE FOR ANY DEVIATION FAD" THIS DESIGN OR HESE SPELIf ICAY I BINS. 011 At1Y FAILURE 10 BUILD IHf TRUSS IN CONFORMANCE MI IN 05108 BY IP1. ALPIK CONNECIDRS ARE )UDE Of 200A GALV. STEEL WET [NO ASI" A44E Gn 0 EXCEPT AS NOTED. APPLY COINECIORS 10 EACH FACE Of TRUSS AW LNLESS 011ERWISE LOCATED ON THIS DESIGN. POSII1011 C0111ECtORS P[R DRbiNGS 170. ISO t IOOA-F. DESIGN SIAIOAnDS CONIFOAH W/APPLICABLE PROVIS TONS OF NIS t IP1. AN ENGIIEER'S SEAL ON 11115 DIUWNIG APPLIES IO IIE C010'ONIENI OEPICIED )EOE IN-OIILY.' AND SHALL NOT BEnAEL110 U'OIN,III ANY O,I,N'YAY.. me WARNING'nu55EB nEDutnt EXinEHE CAnE 11,01'N5/Q�� TC LL * PSF REF R427-- IN HAW( ING. EnECIION AND BnACIND. SEE Nle -01 BY IPI. SEE THIS DESIGN 101, A001110NAL SPECIAL PEPHAIE111 BRACIIIG RE OUIRENEHIS. IAILESS OTHERWISE IIAICAIED. IOP CHORD SKULL BE LATERALLY BnACED WITH PAD PER LY ATIAC1ED PLIWOOD SIEA111ING. BOTTUM CHDI1D (LC �� �*N w• C •' .O oe TC OL EIC. DL ETC LL +t ' * * PSF PSF PSF DATE 04/ ORW C01106 CA -ENG PBC WITH PnoPEPLY ATIACIE0 RIGID CEILING -- SEE ALPINE IECIN41CAL UPDATE II/1/011 Ian PnoPER * TOT.LD. * PSF DUR.FAC. lqpArTNr. DRYWALL APTLICAYIUI. TIMM A COPY OP THIS f CHI1 DESIGN 10 IIE MUSS [IEC/IU1 CUIIIPAC I(W1. .. uu�.f.�..uw 1— ..,.nPMa rI.— �C Of roll O • Y ---- R1i�E P�I.cC�- i LD,Yv4T'• - ---� —�Nv�T GuiOF J II N ip F LUN N/ . / ENI o� C.�NT Eiz 2�4 c� Q•cry e Hip. --� - � HIP •TO RIDGE ._ A �al�rsn =l�: pll � • 2"4 0� r1.4c'Q NII? - - .•\ RIP MA.*rcR. -r op Nip pL4�N w/ SPL�ce Nip m#-4wrc-R > 4�b HIP TO HIP IIAASTER . � GGtl4����i�•ou STAND ARD' HIP DETAIL LONGFEL.LOW LUMBER CO. CHICO, C'A. (9 16) 8 93-01 12 TIIIS ONG PREPARED FnOM COMPUTEn INPUT (LOADS 6 DIMENSIONSI SUOMITIEO BY TRU STANUAnO JACK OETAIL SPACING - 24' Q.C. DEFLECTION CI11 TERI A: 1.3X3 (LIVE LOW 1IAF•Tcn SLOPES < 4: 12 - L/240 IIAFTCII SLOPES > 4: 12 < 12: 12 - L/ 1110 CEILII•IG JOIST - L/240 RAFTEn \ �_I IT IS TIIC AESPONSIOILITY OF THE UUILUING QESIGNEn AND MUSS FA(IIIICAT011 TO REVIEW MIS DIMING PRIOn TO CUTTING LUMnEn TU VEn1FY MAT ALL DATA. 1NCLUUING 0114ENSIONS I ANO LOADS. CONF0T114 TO ME MIC11ITECTUIIAL SPECIFICATIONS AND FAOnICATOR'S TRUSS LAYOUT. CEILING.JOIST LIVE LOAD (PSF) DEAD LOADIPSF) DURATION FACTOR SIZE GRADE �1 1.0X3 MAXIMU14 CLEM SPAN_._._.____ I v-I2X4 HEM -Fin STANDARD \-FlEOUlflEO IF RAFTEII NOT SUPPORTED AT ENO nnFTEII 'SLOPE ,< 4: J2 nAF'TEn SLOPE _> 4: J2 OUT < J2: 12 16 16 30 30 16 16 30 30 7 15 to 15 10 I5 1U 15 25X 25X 15% 15% 25% 25X 15X 15% --MAXIMI14 CLE -All SPAN-- CEILING JOIST 5 1.00 PLATE -WAVE TPI95 O O o o O O 0 0 0 0 0 0 o T= C= 0 o C= C= C= C= T= o ALPINE o TRUSS o O O O O O O DESIGN CRIT=UBC T II OTY - 1 TOTAL - 1 REF MF R DATE 01/15/98 ( E FDA ANY DEVIAl I" MON IN 18 RU055EBCELMOESIGP CONFORMS pMSNM1iNIAPbLICAB V 6 51 Y * CA -ENG ON PUBLISHED BY THE AMERICAN FOREST AND ARE MADE OF 206A ASIR A653 GR40 GALV. STE 1'0FATRZ. THE SkAL ONSIII/fi OIIAMINr INDIClIfENISE ATE * C'14 1COMPONENT lOD ANY PA TICIULARCBUILUINC 'Fr•Ijf or C',�.�EO� WAM PLATE -WAVE TPI95 O O o o O O 0 0 0 0 0 0 o T= C= 0 o C= C= C= C= T= o ALPINE o TRUSS o O O O O O O DESIGN CRIT=UBC T II OTY - 1 TOTAL - 1 REF MF R DATE 01/15/98 ( E FDA ANY DEVIAl I" MON IN 18 RU055EBCELMOESIGP CONFORMS pMSNM1iNIAPbLICAB V 6 51 Y * CA -ENG ON PUBLISHED BY THE AMERICAN FOREST AND ARE MADE OF 206A ASIR A653 GR40 GALV. STE 1'0FATRZ. THE SkAL ONSIII/fi OIIAMINr INDIClIfENISE ATE * C'14 1COMPONENT lOD ANY PA TICIULARCBUILUINC 'Fr•Ijf or C',�.�EO� -CRISTY GUBBLES.- T1 HIPSET 6' THIS DWG PREPARED FROM CnNPIITFR IHDIIT & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1&Bet. :T2 2x6 DF L2: BOT CHORD 2x6 DF -L #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. WEBS 2x4 OF -L Standard 1-1 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Fz: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. IUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0. OC. J1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. CORNER SETS ARE CONVENTIONALLY FRAMED. rn 2X4 LATERAL SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH BRACINGVU r UTTLA 0- BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. z AND DIAGONALLYBRACETPERLHIB-91 1342.1(FIG.33). ORADWG. CD110. SUPPORT,HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W5X8 -o W3X10 W3X8 as E~ V o W5X4(A4) e 6 r T2 0 x F1. C w W3X8 ® W1.5X4 ■ Id2.5X4 Is V c» z W5X4 (A4) T3 HS412 Na 0 z I,'2 -0 -OSI Fs] w 5-4-12 1 4-Om13 4-0 13 3-11-1 z 6-0-7 3-5-2 4-0-13 3-11-1 L< 6-0-7 I 11-5-1 W5X8 e W5X4 (A4) Ea r +8-0-0 L.2-0-Oal 'UTTE'�i B .6-8 _I I 23-0-0 Over 2 Supports114R-2522 W-3.5' R-2522 W-3.5` I/ Pk 71a N N cli PLT TYP. H1 h Streitgith.Wave TPI -95 R Design Criteria: TPI(S —WMMING'- TRUSSES REQUIRE LITREME CARE IM FABRICATIOI, MANOLiRG. SNIPPING. INSTALl1N6 APO CT IRACIR6. REFER 10 BIO -91 (MANOLIH6 IMSTAILING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE CT INSTITUTE, 583 O.ONOFRIO DR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO �--. PERFORMING THESE FUNCTIONS. UNLESS OTHIRVISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACNED STRICTOAAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. C% 'IMPORTANT— FUNSHPFoGrojJERODUCTS. INC. SMAIII NOTA BE ORESPONSIBLE FORCPY DF IS DESIGAAir TDEVIAHE TIONLFROMALATIOHTHIS DESIGN: CONTRACTOR.AANTLPIIEFAILUREETOI t\1 BUILD THE TRUSSES 11 COIFORRAIICE MITR TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND C- ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PAOIISIORS OF ADS (NATIONAL DESIGN r=3 !►ECI►ICATIOA PUBLISHED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A COMNECTDRS ARE MACE OF 206A ASYM A653 6840 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACN FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS OESION, POSITION CONNECTORS FEN CRAVINGS 160 A.Z. TRI SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4W IngipO� P.duc_� I=RES►DeSIBILITY SOLELY FOR TBE TRUSS COMPONENT DESIGN $HOW". THE SUITARIL17T AND USE OF THIS � $* CA 95829 COX SEAT FDA AMY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/IFI A•1115 SECTION E. 19.Oa9 4l 630m CA/ -/1/-/-/-/F TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0' Scale-.25°/Ft. REF R427--57060 DATE 12/20/99 DR W CAUSR427 99354002 CA -ENG AEB/CWC SEAN - 16037 FROM KD (GUBB-CRISTY BUBBLES NTIA) ITOP CHORD 2x4 DF -L #1 C-1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard Ham: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I10 PSF BC LIVE LOAD PER UBC. C, o z W2.5X4 o W4X4 0 cn 6 r— � W5X4 s A 4= a W3X4 1111- 6 A --I 6 w W3 6 (A 1) Ha W5XR 0 w z W4X6 o W4X4 Ha THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC 0 72.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD W2.5X4 4�t w.3A0IAA) � z (c2 -o -off �2-o-awl z 2-1-1-1-12_� 2-3-B�J 3-7 8 a 3-5 4 _�2-5-12� 4-2-0 4-10-4 1 2-3-8 1 2 0 0'T 3-9-4 �� 3 9-4 ( 2 0 0 r 9-2-0 11-6-0 i 2 3 8_1_2 0 o T11-6-0 7-6-8�z o o T 9-2-0 23-0-0 Over 2 Supports R-1343 W-3.5' R-1343 W-3.5" N1. c+'1 N PLT TYP. Wave TPI -95 R Desi n Criteria: --VARNIMG-- TRUSSES Stouter EETREME CME IN FABRICATION, HANDL IID, SMIPPIIG, In C311 BAKING. tEFEN TO 118.01 (HANDLING INSTALLING AMD GRACING), PUBLISHED BY TPI (TRESS PLAT[ INSTITUTE, 581 O'OSOFIIO DR.. SUITE 200, MADISON, NI 53119). FOR SAFETY CT FRACTICIS PRIOR TO PERPOAHI. THESE INACTIONS. UNLESS OTHERWISE INDICATED. TOP CROAD SMALL UNIT PROPEILT ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HATE A PROPEILY ATTACHED IIOID CEILING. C=:; -IMPORTANT-- rU11ES1 A COPY OF Tel$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS, INC. SHALL nor BE RESPONSIBLE run AAT DEVIATION PION THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: 01 FABRICATING, HANDLING. SHIPPING. INSTALLI96 AND A L P I N E NIAC NIG Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN w SPECIFICATION POBLISIED eT THE AMERICAN FOA[ST ANO PAPER ASSOCIATION) AND TPI. ALPINE A CONNECTORS ME MADE OF TOGA ASTM A653 GR40 BALI. STEEL, EXCEPT At NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND VILTSS OTHERWISE LOCATED ON THIS OISICN. POSITION CONVECTORS PER • OHAVINGS 180 A-2 TNT SEAL ON THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL 11011Et1ING �� '• RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNO111. THE SUITABILITY MO OSE OF THIS COMPONENT FOR MY PARTICILAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DISIONER, PER ANSI/TPI 1.1995 SECTION 1. WTIA +8-0-0 cow, [ PFIOV6V, CA/ -/1/-/-/-/F TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0' Scale-.25"/Ft. REF R427--57065 DATE 12/20/99 DRW CAOSR427 99354005 CA -ENG AEB/CWC SEAN - 31682 FROM KO (rAUBB-CRISTY GUBBLES - T2 COM) ITOP CHORD 2x4 DF -L #1 C+-)- BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 0 R; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. C-11 M CT O C.� H V A O Pd ts. A W a W W THIS DWG PREPARED FROM COMPUTER INPUT E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4s w L.Q2-0-O;j 1.2 -0 -oat W T '"Oil -10-3 0-4 5-5-12 _I_ 5 5-12 6-0-4 z 7-10 3 7-3 11 'T 7-10 3 .�__T It 11-6-0 1 11-6-0 _ 23-0-0 Over 2 Support - R -1343 W-3.51 R-1343 W-3.51' C- M , N PLT TYP. Wave TPI -95 R Desi n Criteria TPI STD 19 nAa tl rn CT CT O N W A DCPA PI •: �V. . ..n a I J601r. —.Ga Jul'. BAAIMG. • TRUSSES REQUIRE ENLI NE CART IN fABIlCARACI NuoUBLI SHIPPING, INSTALLING AND E TC LL 33.5 PSF REF. R427--57063 BIAClNO. I[/U TO NIB•9l (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI MOSS PLATE -�! INSTITUTE. 363 D'ONDFRIO at.. SUITE [00. MADISON, NI 53719). f0R SArETT PRACTICES PRIOR TO PERFORMING THESE ►UNCTIONS. UNLESS OTHERNISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 12/20/99 STNDCTUTAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEIIIN6 *`IMPORTANT*- /ORNISN.A COPY Of TITS 0[SI6N TO THE INSTALLATION WNIRACTOA. ALPINE ENGINEERED 0 ' BC DL 7.0 PSF DRW LAUSR427 99354004 PRODUCTS. INC. SIAM NOT BE BESP0 SINLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE BIAtING OFBUILD TOE TTRUSSES. CONFORMANCE OESIDNTTO TPI: CONfDIMS�WITHAAPPLICABLE'PROOVISIONSSor NDSG(NATID ALING DESIGN >e BC LL 0.0 PSF CA -ENG AEB/CWC >t SP[CIfIGTION PUBLISHED Of THE ARIBICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * * TOT.LD. 50.5 PSF SEAN - 31672 CONNECTORS ARE MAUL Or FOGA ASTM A653 OR40 GALT. STEEL. TIC[►T AS NOTED. APPLY CONNECTORS TO FAG FACE OF TRUSS. AND UNLESS O1NERVISI LOCATED 02 THIS DESIGN, POSITION CONNECTORS PE0. �E,,,�p�,y� p,.,�,... DRANIRCS 160 A•2. THE SEAL ON TN1S DIATING INDICATES ACCEPTANCE OF PROFESSIONAL ERGINEEN IRO D UR -FAC . 1.15 FROM K 0 "'Y`� `"6�d IGCw RESPONSIBILITCo BY FORTAllIELY PARTICULAR[TRUSS BUILDINGO ISNENT DESIG5 SHOVE. THE TOE RESPONSIBILITY OF THE BUILDING TTY AND DESIGNER. PER THIS Ae �10•C^g3en ANslim 1.1996 SECTION E. VT SPACING 24.0' B-CRISTY GUBBLES - T2A COM HVAC ITOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 N WEBS 2X4 DF -L Standard rn Yy PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; Cc -3 UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. rn '-" USE SAME DESIGN FOR ONE -PLY COMMON TRUSSES @ 24" OC. z EXTEND SLOPING TC OF TRUSS 24'. SUPPORT EXTENSIONS EVERY 4 FT TO LOWER TC. cn H v 0 Ya 0 c>~ u.. 0-5-0 w x cWra W5X4 (, _z W THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SURMITTFn RY TRtlSS MOR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. N3A4(AL) is W Le2-0-o>J 5-10-0 z 5 5 12 12 5-5- 6-O 4 71 8-9 7-3-11 7-10-3 L 11-4-6 11-6-0 f4 22-10-6 Over 2 Supports R-1215 W-1.875' R-1431 W-3.5" N "T PLT TYP. Nave TPI -95 R Desi n Criteria• TPI STD 19 1 CT rn O N V W G� + 8-0-0 APr%Rolk %11% -I - - I - r Scam —.Z:) -/I -E. ••YARNING^ TRUSSES AEOOIME EI fREME CAME 11 FABRICATION. NAND)ING, SHIPPING, INSTALLING AID ORACING. REFER TO f1N•91 (HANDLING INSTALLING AND GRACING), PUBLISHED BY TPI(TRUSS PLATEOiESSIq, TC LL 33.5 PSF REF R427--57062 INSTITUTE, SBS D'ONOFAIO DR., SUITE t00. RADISON, VI $3119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE ►NNCTIONS UNLESS OTHERWISE INDICATED, TOP COORD SHALL HAVE PROPERLT ATTACHED ( �y� TC DL 10.0 PSF DATE 12/20/99 STRUCTURAL PANELS, OOTTOM CHORD SHALL HAVE A PROPEALV ATTACKED RIGID CE ILIRG. ••IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE IRSTALLATIDR CONTRACIOR. ALPINE ENGINEERED BC DL ], 0 PSF DRN CAUSR427 99354003 PRODUCTS. INC SNAIL 2 01 OE RESPONSIBLE FOR MY DEVIATION rAOM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ALPINE r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Or NDS (NATIONAL DESIGN 8C LL 0.0 PSF CA -ENG A E B / C N C SPECIFICATION PUBLISHED Of TNT AMERICAN FOREST AND PAPER ASSOCIATION) ABU TPI. ALPINE CONNECTORS ARE MADE OF ROLA ASTM A653 G140 QALY. STEEL, EICE►T AS NOTED. APPLY CONNECTORS TO TOT. I.D. 50.5 PSF SE O N - 31674 EACH FACE OF TRUSS, AND UNLESS OTH90VISC LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DNANINGS 160 A•t. THE SEAL ON TNT$ DRAWING INDICATES ACC(PTANCE OF PROFESSIONAL IBGINEERIN6 D UR .FAC . 1.15 FROM K D IDp p..,,/.w.. RESPONS)OILITY SOLELY FOA THE TOVSS COM►ONINT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS CA 9592$ PTICILAX OOIl01NG IS THE RESPONSIBILITY Or TAE BUILDING OESIGNII. PER SPACING 24.0- -CRISTY GUBBLES - T3 HIPSET 12' ITOP CHORD 2x4 OF -L #1 c•, BOT CHORD 2X4 DF -L #1 cli WEBS 2x4 DF -L Standard az: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I M C'•7 CT ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 6 W3X8 - W4X4 73 A• Gx ! ) W3X141E3 W1.5X4 M W3X8 N� W1.5X4 RI - e-0 0 z W2.5X4(A1) ® W3X8(B1) W2.5X4 0 WM E3 z2-0�—.oiF_5-0-D� 2l� 0-�0 C=3 x 5-1-12 6-5-0 5 2 4 5-0-8 5 7-0 2.0-0 4 1-8 wuw_ 5-1-12 6-10-11 4-8-9 5-0-8 5 7-0 1 11 7-3-3 ,� l< 12-0-7 1 9-9-1 ��— 33-6-0 Over 2 Supports R-2244 W-3.5" R-1573 W-3.5'mlo p .r 4�. �[[�v®® P L27 N cl PLT TYP. Wave TPI -95 R Desion Criteria: TPI STD 19 naq rA I - I 1 I -I I - Ir Scal 1875' Ft I rn52 0 N V W ARESTO C-1. 4PI "�r�p�'�`"j•-^� �fiBmtafq CA 958 •'YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AID BRACIYG. REFER 10 MIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IR ST GAMING SBS 0;0 011110 Dl., SUITE EDD, N►DIS011, ri 33119), f00. SAFETY PRACTICES PRIOR TO PEIFOAMIBB tBESE /DBC TIONS. UNLESS OTIFIVISE INDICATED, TOP CHORD SMALL tuft PROPERLY ATTACHED fTIDCFDRAI PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT-- FORNISO A COPY OF THIS DESIGN TO TMC INSTALLATION CONTRACTOR. ALPINE ENGINEERED IIODUtTS, Inc. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOTHE BRACT 9 OfTRUSSES 11 TRUSSES. [OTHHISMDECE SIGINIICONF RMS WITH APPH TPI: CA LICABLE PNO►ISIORSSHIPPING. (NATIO ALIXG AND DESIGN Sf[CI1(CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COAIECTDIS ARE ROE Of EOSA ASTM A650 GR40 &ALF. STEEL, EXCEPT AS NOTED. AI PLT CONNECTORS TO EACH FACE OF TRUSS. ARD UNLESS OTHERVISE LOCATED 01 THIS OES16l, POSITION CONNECTORS PER DIANI165 160 A -I. TNI SEAL DN THIS OIANING INDICATES ACCEPTANCE OF PROFESSIONAL EAGIREIRING CONPOHEITISIBILIrY FOR MTLPARTIgLMEBDILDING SOTRt TIfS►OR�SIB iIIiY Oi iME BUIIDi NGIDLS I6N[RSE►ER THIS ANSI/TPI I.1PNS fEGT10R E. Qa�E 2 .9 tNL r ►fL `a IMP * TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 5O. 5 PSF • -REF R427--57069 . DATE 12/20/99 DRW CAUSR427 99354007 CA -ENG AEB/CWC SEQN - 31124 ' DUR.FAC. 1.15 FROM KD SPACING 24.0° ISTY GUBBLES - T3A MONHIP MASTER TOP CHORD 2x4 OF L #1 c•S BOT CHORD 2x4 DF -L #1 N WEBS 2x4 OF -L Standard :WIO 2x4 DF -L #1: M PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. � Ml MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C --A QS 10 PSF BC LIVE LOAD PER UBC. z USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 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 ONG. CO110. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. W7XB (R) s N W1.5X4 M 6 r W1.5X4 M W4X4= ca '7- o_ I 0 2-10-3 w 1z _ w w z WSX4 g W4x12 = W2.5X4 s � w w -O -OBJ w 5 2 15 4 8-3 0.7. _ 5 2-15 4 8-3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -2 Complete Trusses Reauired NAILING SCHEDULE: (0.131x3.O_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: I ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8 = W3X4 = W4X4 a W5X6 a W2.5X4 im W1.5X4 11 4-8-3 1 4-8-3 1 W1.5X4 M W6X6 0 W4X12 Es W2X4 9 --f:�,A T 3-0-4 0-0 8-3 4-6-7 30 FIE LU� -8-3 4-6-7 FS 28-6-0 Over 2 Supports R-3302 W-3-cr.5" R-27 A& � O � ['� a 1i `#'"�` GV PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 19 CA ! - - F Scale —.25"/Ft. rn CT "WARNING-" TRBSSES REQUIRE I17REME CARE IN FABRICATION, HANDLING, SHIPPIBG. INSTALLING AND BRACING. NEVER TO HIB -91 (HANDLING INSTALLING ND BRACING). PUOIISMED 0Y TPf (TRUSS PLATE [ TC L L 33.5 PSF R E F R427--57066 CT ---. I1111TOTE, SB7 D'010iRI0 DR., SUITE t00, MADISON. NI S3719). FOA SAFETY PRACTICES IAIOR TO PERFORMING TREE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 41610 CEILING. FURNISH A COPY Of THIS DESIGN TO .9 TC DL 1D.0 PSF DATE 12/20/99 C=;"IMPORTANT— N TRE INSTALLATION CONTRACtOR. ALPINE ENGINEERED PRODUCTS. Ile. SMALL NOT Of &($POSSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BC DL 7.0 PSF DRW CAUSR427 993540]5 ALPINE BUILD THE TRUSSCS IN CONFORMANCE WITH TPI; OR fABRICATiMG, HANDLING. SHIPPISS, INSTALLING AND BRACING Of TRUSSCS. TM IS DES lawCONFORMS WITH APPLICABLE PROVISIonS Of NDS (RATIONAL vision 5 r BC LL 0.0 PSF CA -ENG A E B / CWC w SPECIFICATIONPUBLISMEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ASD 791. ALPINE * * CONNECTORS ARE MADE Of FOGA ASTM A6S3 GRAD GALN. STEEL, EICEPT AS NOTED. APPLY CORNEC70AS TO EACH TOT. LD. 50.5 PSF SEQN - 31765 "V e ®m�� g FACE Of TRUSS. AMD UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I. THE_S(AL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENT ITORTAtf PAR7ICULA0.THE BUIlDI N60150THETRESFDtSIOII ITT Of THE BUILDING SUITABILITY DES1yD1ElSE `R THIS Alsuin L119S SECTION z. fr D UR . FAC. 1.1 5RESPONSIB FROM K D SPACING 24.0" -CRISTY GUBBLES - T3B HIPSET 8 - I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. Cl --P BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cr-N 10 PSF BC LIVE LOAD PER UBC. p,,; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I C•n C+ -P rn 0 z W2.5X4 i W 5 X 4 W4X6 6 W3X6 o W3XB a W2.5X4 = v 6I' W1.5X4 ,0 6 A 0 2-10-3 A 1 W 1 , a 8-0-0 W z W3X10 E3 W3X4 E3 W1.5X4 N c� W2X4 AI W4X6 W3X8 s W4X6 (A2) E3 . z m L -2.0 -Oaf W2.5X4 0 w 2-6-12 4 7-2 4-7-2 1.4 7-2 4-§-;6 3-7-0 4-1-8 c 3-0-7 4-1-7 4-7-2 4-7-2 4-5- 7-8-8 i? 3-0-7 17-9-1 ," !E 28-6-0 Over 2 Supports DEPAR �,E t°o" R-1659 W -3.5'R ' 46r rs. 9la t.4 0 VE imi N `-1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA/ -/11-/-/-/F Scale —.25"/Ft. '*WARNING— TRUSSES REQUIRE E1T4IMF CME—14 FABRICATION, RANOL1N6, SNIPPING, INSTALLING AND S TC LL 33.5 PSF REF 4427--57067 Obi BRACING. REF1l TO NIB•91 (HANDL LNG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS ►LATE 07 IVSTITBTE, SB3 D'ONOFl10 OR.. SUITE 200, MADISON, NI $1119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCTI04i. UNLISS OFHfRVi51 Il01CATE0, TOP CMONO SNAIL HAVE PROPERLY ATTACHED TC DL 10.0 PSF GATE 12/20/99 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 91610 CEILING. C=; •'IMPORTANT" ►URNISM A COPT OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ALPINE 131111E4E0 N BC DL 7.0 PSF DRW CAUSR427 99354006 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ►OR MM T DEVIATION FROM TRIS DESIGN., Y FAILURE TO ALPINE BUILD THE nossfs IN cor►oww rITH FPI: OR FABRICATING, HANDLING, 1I1IPPING. INSTALLING AED SJ C. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS 0► NDS (NATIONAL DESIGN �� B C L L 0 .0 PSF CA -ENG A E B / CWC W SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A COINECTORS ARE MADE Of 200A ASTM A653 G4A0 GAL/. STEEL. EXCEPT AS TOTED. APPLY CONNECTORS TO TOT. LD . 5 0.5 PSF S E Q N - 31716 EACH FA CE OF TRUSS. MO UNLESS OTNERHISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER .RAVIRBS 160 A•l. THE SOLEL fanSEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 190111141!1 DUR.FAC. 1.15 FROM KD [!�� pmdMk COHPONEIT FORYANY ►ARTICULARE BUILDING IS 7ME T USS TRESPONSIBIDESIGN LITY OF THE OVILDINGN. 121 IDISIDNLATV AND 3EPEA THISC AN31/TPI 1.1995 SECTION 2. SPACING 24.00 I N■■■ RR-CRTSTV rIIG01 rc _ TA THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR STOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. N BOT CHORD 2x4 DF -L #1 � WEBS 2x4 DF -L Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC, BC @ 72.00' OC. tn.: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 1,3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c".1 11'0 PSF BC LIVE LOAD PER UBC. C--10 rn o • z W5X6 a W4X�-o W2.5X4 W3X6 cn ) 6 r- W5X6 A A O AG Lin A W z W2.5X4 (Al) iii;W3X8 n W3X6 E3 W cs W2.5X4 m W3X8a F2 0t.,� Jr5 -0 - 0-3 z 1.4 5-44 _( 5-11-12 _1_ 5-4-13 ,1 5-4-13 . 8-7-12 'T` 8-1-4 8-1-4 L 16-9-0 W3X8(B1) s -4-13 -9•I4 1 7-3-3 x.04. _re 0-0 _I12-0-0 L 33-6-0 Over 2 Supports o DEPA P R-2198 W-3.5' R-1550 W-3.5" Lt7 N PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD CT ^WARNIRG•- TRUSSES REQUIRE ESTREME CASE I1 FABRICATION. DANDLING. SNIPPING, INSTALLING AND rn BRACING. REFER TO RID -91 (DAADLIRG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE tT IBST ITDTE. SOS 0.0NOFltO DR.. 30IT[ IOD, MADISON, WE 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPEALT ATTACHED RIGID CEILING. p- --IMPORTANT-- FURNISH A COPi OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS, IWC. SMALL BUT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANT FAILURE TO ALPINE BUIlO TBE TRNSffS IN CONFORMANCE WITH TPI; OR FABRICATING, DAWDLING. SHIPPING, INSTALLING AND Lj BRACING OF TRUSSES. THIS DESIGN 1.1 1115 WIT APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN W SPECIFICAT101 ►UILISHEO BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) AHD TPI.' ALPINE CONNECTORSAAE MADE OF !0511 ASTR A113 SAVO GALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRNLESS 'IN'RVIMSS. ARD USE LOCATED ON THIS OESION. POSITION CONNECTORS PER DRANINGS LBO A•I. THE S[AL 01 TRIS OtAYIRG INDICATES ACCEPTARCE 0► PROFESSIONAL ENGINEERING �pi>l0 , RE SPOMSIBILITT SOL[lV FOR THE TRUSS COR►ONERT,OES)G1 SHOM1. 111 SUITAIIIITF AND USE OF THIS SOL;TBmm10, CA 93829 COMPONENT 001 ANF PARTICULAR 891L0116 LS TME PO II [if OF THF BUILDING DESIGNER, PER AM SII TPI 1.1001 SECTION 2. LASL CA - 1 - - F Scale -.18750/Ft. FEi6/pl,� TC LL 33.5 PSF REF R427--57071 • ,� TC OL 10.0 PSF DATE 12/20/99 _ BC DL 7.0 PSF DRW'CAUSR427 99354008 9 r BC LL 0.0 PSF CA -ENG AEB/CNC * TOT.LD. 50.5 PSF -HON - 31722 DUR.FAC. 1.15 FROM KD SPACING 24.0W O.UBB-CRISTY GUBBLES - T4A COM) STOP CHORD 20 DF -L #1 c -_D BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF•L Standard R.; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C-31IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD: c-, rn . 0 z • s W2.5X4 0 W3X6.o Elm W5X6 g 6 r V A O C34 P.+ A W W2.5X4 a z W2.SX4(A1) o c7 W4X40 z 12x.0.01.11.1 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC G 24.00. OC, BC @ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 sm W3X8 a 1-3- K"3 5-9 11 5 6-8 5-4-13 5-4-13 5-6 8 5-9-11 z 2-1-8 6-6-4 8-1-4 8-1-4 7-2-11 5. a I_ 16-9-0 I. 16-9-0 33-6-0 Over 2 Supports R-1932 W-3.5" R-1633 W-3.5" F1. co N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD [T '-WARNING" TRUSSES A(OOIRE.ESTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND D7 BRACING. REFER TO HIS -91 (HANDLING INSTALLING ARD BRACING). PUBLISHED BY TPI (TRUSS PLATE Q7 INSTITUTE. SBI D'OR0FAI0 DR.. SUITE 200. MADISON. WE 531110). FOR SAFETY PRACTICES PNIOR 70 PERFORMING THESE FRICTIONS. UNLESS OTHERWISE INDICATED. TOP C11000 SMALL HAVE PROPERLY ATTACHED '-' STRUCTURAL PANELS. BOTTOM CHORD SNALL HAVE A PROPERLY ATTACKED RIGID CEILING. C=; •IMPORTANT" ►URNESN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS CESIGI; ANT FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, DANDLING. SNIPPING, INSTALLING AMD V BRACING OF 1033(S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN W SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A CONAECTOIIS ARE RADE Of FOGA ASTM A613 6210 CALF. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACW FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON 7113 DESIGI. POSITION CONNECTONS PER ORAWINGS 160 A•1. TIE SEAL OR THIS DIAWING INDICATES ACCEPTANCE OF PROFESSIONAL (NGIHCE0.IIG D,o,1,a, BESPOISIDILTIY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF TRIS "•1`•�p .w"� I=COHPDNENT ►OR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IIIE BUILDING DESIGNER. PER ANSI/i►1 1•IP95 SECTION 2. -Ty A 8-0-0 W2. X4 (A1) a JUTTF COUN 0: 1VG DEPAR E ^, > CA - 1 - - F Scale —.1875"/Ft. FE • 'O F TC LL TC OL 8C DL BC LL TOT.LD. 33.5 10.0 7.0 0.0 50.5 PSK PSF PSF PSF PSF REF R427--57076 DATE 12/20/99 DRW CAUSR427 99354011 CA-ENG AEB/CWC SEQN - 31760 DUR.FAC. 1.15 FROM KD SPACING 24.0• -CRISTY GOBBLES - T4B THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. STOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. N BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC m PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. @ 24.00" OC. BC ® 72.00" OC. MI DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. C--)- o� o z W5X6 Ea W4X4 o W2.5X4 so W3X60 � 6 6 W5X6 6 W6X4 A ox A) a A Cza W3X6 n W2.5X4 0-0 z W2.5X4(A1) Q W3X8 5X4 W2. X4(A1) za c� W2.5X4 EI W3X8e 1-4-12 z 5-1-126-2-7 5-4.13 5-4-13 5-9-11 5-1-12 3-6-0 8-1-4 8-1 4 7-5-4 2_ 16-9-0 I 16-9-0 NJ'L011eVG- J)Sp 33-6-0 Over 2 Supports R-2160 W -3.5'm A � R-1405 W-3.5" � wtjven Ln N PLT TYP. Wave TPI -95 R Design Criterla: TPI STD 19 CA - 1 - - F Scale —.1875D/Ft. 07 ••NARNING•• TRUSSES REQUIRE EXTREME CARL IN GARLGTEOI HAAPUBLI SHIPPING. PG. 1NSTULiNO AND ES TC LL 33.5 PSF REF R427--57073 (T BIKING. REIER TO NtB•91 (HANDLING INSTALLING AND BIACIN6), PUBLISHED BY TPI (TRUSS PLATE w [T IPSTIiUTE.MING $BS O.UNCTION DR.. SUIUNLESS tooHER SE INDI, TE SSMC), FON SAFETY (PROPERLY PRION TD f TC DL 10.0 PSF DATE 12/20/99 .--. PEAFORNI NG THESE FUNCTIONS. UNLESS OTtlLRY13E INDICATED. TOP CHORD SNAIL NAVE PROPERLY ATTACHED STRUCTURAL PARELS. BOTTOM CHORD SNALL HAVE A PROPERLY ATTACHED RIGID CEILING p ••INPORTANT•• FBINIS1 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED 20 ' BC DL 7.0 PSF DRW CAUSR427 99354009 N PRODUCTS, INC. SPALL NOT BE RESPONSIBLE FDR ANY DENIATI01 FROM THIS DESIM All FAILURE TO BUILD THE TRUSSIS IN CONFORMANCE WITH TPII OR FABNICATIAO. AAROLING. SHIPPING, INSTALLING AND ALPINE BAKING OF 7RUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AEB/CNC W SPICE ON PUSLISNED BY THE AMIAICAN FOREST AND PAVIA ASSOCIATION) AND TPI. ALPINE A CONNECTORS ARE MADE OF TOGA ASTM AGSS 9249 SALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO TUT. LD. SO. -5 PSF SEQN - 31754 EACH FACE OF TRUSS. AND UNLESS OTHERVISE LOCATED ON THIS DESION, POSITION CONNECTORS PEP ` DRAWINGS LBO A•7. TME SEAL OR IN IS DIAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENBINEERINA OUR. FAC. ' 1.15 FROM KD A)QL�I� � 1JiG tooRESPIt UTI FO RYANTLELY FDA PAATICOLARETRUSS BUILD] LOIS THETDESIGN SHOWN. THE SUITABILITY AND USE OfRESPONSIBILITY OF THE BUILDING DESIGNER. PER TN[S BNW�EftD, CA 9582! AASIJTFI 1-1996 SE CTIOI E. SPACING 24..0° GUBB-CRISTY GUBBLES - T4C COM TOP CHORD 2x4 DF -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. W2.5X4 10 WMto cn 6 W1.5X4 O ra o. x w w x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. W5X6 a W2.5X4 - �Z--L16 W1. 5X4 0 +8-0-0 y 1 C z W3X10(B3I Ia _ _- W3X10(B3) a W5X8 Fa C:5 z -0-0 W z�—� L2 -0- 5-11-5 2-o 5-11-5 _I_ 5-4-13 _I_ 5-4-13 a}4 5-4-13 _1_ 5-4-13 I 5-11-5 1 8-7-12 T 8-1-4 8-1-4 B-7-12 1- 16-9-0 I 16-9-0 1 fE 33-6-0 Over 2 Supports�� �9 g�, R-1874 N-3.5" R-1874 W-3.5' 6A�y ARrTV&' -- cs.Appp r N PLT TYP. Wave TPI-9cli 5 R Desi n Criteria: TPI STD 19 CA - 1 - - F Scale - 18Tif Ft 1 CT CJS . 07 O N W ' ALPINE ' �X,,�� `�B*beaNd � �' ac^ssB2B "YARNING'- TANSSES REOUIRE EXTREME CME IR FABRICATION. HANDLING. SHIPPING, INSTALLING AIM BRACING. REFER TO N1B•91 (HANDlIN6 INSTALLING AND BRACING). POBLISHED BF TPI (TRUSS PLATE 1NSTITOTE. SBS D'ON0FRI0 OR.. SOI TE 200, MADISON, Ni $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FONCTIOAS. UNLESS OTHERYiSE INDICATED. TOP CMOAD SCALL HAVE PROPERLY ATTACVID STRUCTURAL PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED 11010 CEILING. ••IMPORTANT•" FURNISH A COPT OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ILC. SMALL HOT It RESPONSIBLE FOR ANY DEVIATION FROM THIS OESISN: ANT FAILURE TO BUILD THE TAOSSESIR CONFORMANCE WITH iP1; OR FABRICATING. HANDLING, SNIPPING. INSTALLING AID BRACIBG OF TRUSSES. TITS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (RATIONAL DESIO SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS AAE MADE OF (06A ASTM 4653 OR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CORNECTOAS TO EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A.I. THE SEAL ON THIS ORAVIRS INDICATES ACCEPTANCE OF PROFESSIONAL ENGTR[ER LAG COMPONEATI FOR YANYLPARTICULMELY FOR ENNILC(6TRUSS AMIS THE TRESPONSIBILITY OF THE BUILDING DESIGN SHOWN. THE ESIMIII." ANIS PER TtlIS MSI/TPI I•II/S SECTION 2. cR�!//.A� ` ry "f( x 29 Iii► r * * C TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0. PSF TOT. LD. 50.5 PSF REF R427--57079 DATE 12/20/99 DRW CAUSR427 99354013 CA -ENG AEB/CWC SEAN -. 31749 DUR.FAC. 1.15 FROM KD SPACING 24.0' 1 (GUBB-CRISTY GUBBLES - T4E CON) ITOP CHORD 2x4 DF -L #1 c-� BOT CHORD 2x4 OF -L #1 C1 WEBS 2x4 DF -L Standard :Lt Wedge 2x6 DF -L #2: cam: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. M cw-3 Q) W2.5X4 o W3X6 o 6 W1.5X4 @ 0 c+e 3s. ra ' w a cw W3X10(B3) TGa z W3X8 M 0 z 2-0-0.4 8 w w W5X 6 a W2.5X4 Gs WM T3 15X8 a THIS DWG PREPARED FROM COMPUTER INPUT .(LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00' OC, BC 0 12.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 e W3X6 0 �6 W1.5X4 0 W2.5X4 = W3X10(83) in 42.0 O z 5-11 a 5 a -Is 5-4-13 5-4-13 5-6-8 5-9 11 8-7-12 8-1-4 8-1-4 7-2-11 5- LT 16-9-0 I 16-9-0 1 , I r R-1887 W-3.5' 33-6-0 Over 2 Supports R-1861 W=3.5^ �� H�DEPA rte E P,," AP N p { PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - F Scale - 1875"'r+ I 07 CT O7' O N V W A —WARNING— TRUSSES REOUIRE EITREME CARE 11 FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO NIS -91 MAULING INSTALLIB6 AND BRAC116), PUBLISHED BT TPI PLATE tl�,, TC LL 33.5 PSF REF (TRUSS 1NSTITRTI. S93 O'OAD►RIO ON,. SUITE t00, MADISON. WI 53710). FOR SAFETY PRACTICES PRIOR TO �.�`�M�%i. R427--57071 DATE 12/20/99 PERFORMING THESE PUB" 1013. UNLESS OTRERAISE INDICATED. TOP CHORD SMALL HAVE PROPERLY AITACNED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPEALT ATTACHED RIGID CEILING. IMPORTANT- FURNISR A COPY OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE ERGINIEBED b TC DL 1D.0 PSF BC DL 7.D PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM TRIS DESIGN: ANY FAILURE TO H'I'D it TRUSSES IN CONFORMANCE TPI: PSF DRW CAUSR427 99354012 ALPINE WITH OR FABRICATIAG. HANDLIIO. SNIPPING, INSTALLING ANO eRAC1NG OF iROSSES. Telt Dt6[6R CONFORMS WITR APPLICABLE PROVISIONS OF GDS (NATIONAL DES) ON SPECI►ICA7101 BC LL 0.0 PSF CA -ENG AE B / CWC PUBL ISREO OT TNI AMf0.1Ca FDRE ST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAUI OF SEQN - 31763 TOGA AST" AGS3 BR40 GALL. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER 011/111116 160 A'T. THE SIAL DN THIS ORAYIIG 110[CATES ACCEPTANCE OF PROFESSIONAL EN6IN,11%11 TRIS RESIO COMPONENT IFORYSDLELY FOR ANYY PARTtCULAREUuIl01R6TRUSS �I SDTH[TRESPONSIBILITY ocsiel 0► THE BNTLDIlG1TY 0ESIND UWE0.5 PER ANS 1. LPP5 SECTIO I.SPACING a TOT. LD. 50.5 PSF DUR.FAC. 1.X5 FROM KD 24.0' (GLUBB-CRISTY GUBBLES - T4X COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. C+-3 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC @ 72.00. OC. 7 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. M M C77 O W5X61m W3X4 a W2. 5X4 � 7 Lf ` , W3X6 � l n �6 -o W5X66 r— W6X40 v - A O a pL.. A . W a W3X8 0 8-0-0 w W2.5X4(A1) rF3 W3X611e W2.5X4 W ,5X4 W2. X4(A1) E3 W3X8- W2.5X4 9 z 1_2-0-01,c_5-0-0----.j2I.�0 w z 5-I 12 6-2-7 5-4-13 5-4-13 5-6-8 5-9-11 TFE CC)Ufgl 5-1-12 3-6-0 8-1-4 B-1-4 6-6-0 1 2.1.-1 12_ Lr 16-9-0 I 16-9-0 OLD'NG DE PA-- ( I IE 33-6-0 Over 2 Supports �--•� R�2130 N-3.5' R-1455 N-3.5' A � IROVEf Y1, N PLT TYP. Wave TPI -95\R Design Criteria: TPI STD 19 OAQCA 1 - - F Scale -.187.5• Ft tT"WARNING-- TRUSSES REQUIRE EXTREME CME IN FABRICATION, HANDLING. SHIPPING. INSTALLING AHD � INACIRG. RE, TO 03e•91 (NMOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TE ulQ, TC LL 33.5 PSF REF R427--57074 IN STI TOTE, 793 D'OROFRIO DR.. SUIT( E00. MAD130N. NI 53F19). FOR SAFETY PRACTICES PRIOR TO Q7 PERFORMING TN ES[ FIIICTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 1 0 . 0 PSF DATE 12/20/99 "'• STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEIIINS. 1 O *-IMPORTANT-- FURNISH A COPT OF IRIS DESIGX TO THE IRSTALLATION CONTRACTOR. ALFIBE 103111EREO D BC DL 7 .0 PSF DRW CAUSR427 99354010 N PRODUCTS, INC. SHALL BUT BE RESPOIlIBIE FOR MY DEVIATION FROM THIS 091161; ANY FAILURE TO ALPINE BUILD THE TAISSES IN CONFORMANCE YITN TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING MD V BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 103 (NATIOIAL DESIGN 8C LL 0.0 PSF CA -ENG AEB /CNC W SPECI►ICATION PUBLISHED BT THE AMERICAN FOREST MD PAPER ASEogATIOR) MO n1. ALPINE * TOT.LD. 50.5 PSF SEON - 31756 COIRECT00. A SHARE NADI OF SOBA ASIM AS33 G240 GALT, STEEL, EXCEPT AS MORD. APPLY CONNECTORS TO EACH FACE OF 1RISS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORIECTORS PER /LwwS .ate ORAVIIGS 160 A•1. THE SEAL ON 1013 DIAVIIC INDICATES ACCEPTANCE OF PROFISSIONAL ENSINEIRIN6 �INHV. D UR .FAC . 1.15 FROM KD '"`Y'"` �� _ " mmWI= COMPONENT 101 ART RESPONSIBILITY LPARTI ULARELY PON EBUILDING IS THE TRUSS TRESPONSIBILITY 0I TOE BUILDINGDESIGN SROVI. THE IDESIGNEITY W R{. 0 013 to'G 9582 ANSI/IPI 1.1995 SECTION E. SPACING 24.011 GUBB-CRISTY GUBBLES - T5 HIP GIRD) THIS DWG PREPARED FROM C_OMP.UTER_INP_UT_(LOAOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (TOP CHORD 2x4 DF -L #1 ch BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard N N c; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS ` t''--- -----------------------------4-------------------- rn BC - From 734 PLF at 6.00 to 734 PLF at 13.00 BC 2746 LB Conc. Load at 6.00 0 z BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. (H)RECOMMENDED CONNECTION FOR TRUSS T -3A FRAMING FROM THE BOTTOM CHORD: SIMPSON HHUS28-2. SEE SI14PSON CATALOG C-PT99. RECOMMENDED CONNECTION FOR 28-6.0 TRUSSES FRAMING TO THE BOTTOM CHORD 0 24" O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. W6X8o WM-14 H c� 6 r A �x W3X8(A3) in W3X8(A3) Q A w aLi w 9-:3 W8X8 (H)2746# W4) c.5 z w z 1_ 4-9-8-3-4� I 5-3-3 I� 2-9-9 a I_ 5-3-3 I 2-9-9 I �2 Complete Trusses Required NA G�SCHEDULE (0.131x3.0_g_nalIs) TOP CHORD: 1 ROW @ 11" o.c. BOT CHORD: 1 ROW @ 3" o.c. WEBS : 1 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*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. fl HIP SUPPORTS 5- 2-12 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER, SUPPORT EXTENSIONS EVERY 1.27 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-164 NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR OWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 1- 9- 9 OC. ^11- -11- [A3) - W3X8(A3) is � 8 0-0 fE 13-0-0 Over 2 Supports R-3907 W-3.5' rs, N "T PLT TYP. Wave TPI -95 R Desion Criteria: TPI STD 19 I rn 07 CT O N CJ W ILDING DEPARJoc: - APPROVED. PA P _ ii 1 _ 1 1 Jr ALPINE weaw B'�' Cassese ""NARNIRG•" TANSSES REQUIRE EITREME CARE 1N FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AGO BRACING), PUBLISHED BY TPI (TRUSS PLAT! INSTITUTE, S93 O'OROFNIO DR., SHITE 200, MADISON. HI S3119). FOR SA►ITT PRACTICES PRIOR TO IEN►ORMING TEES[ FONCTIONS. UNLESS OTHERWISE IMDICATtO. TOP CHORD SHALL NAT! PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A FAOPERLY ATTACHED RIGID CEILING. IMPORT VT—.9 FURNISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERIO PRODtlCTS, INC. SHALL 901 BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN: AMY FAILURE TO BUILD BRACINGGOFTRUSSES TRUSSES.N THIS DESIGNMANCE ICONFOTH TPRMS1. aWIN APPLICABLE PROVISIONS Of IDSG(NATIONALING AND DESIGN SPECIFICATION PUBLISHED BY TRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE tORNECTORS ARE MADE OF !DELA ASTM 4657 SR40 GALV. STEEL. INCEPT AS 110790. APPLY COMAECTORS TO EACH FACE OF TRNSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS FEq DRAWN -S160 A•2LITY . TH[ SIAL ON T111S DRAWING IRDICAT[S AC[[PTAHC[`OF PROFESSIONAL EN6INEEgIH6 COMPON[NTRESPONSIBIFOX ANYLPARTICULAREBUI-LDL GO ISOTHETRISPONSIBILITY OF THE BOILDINGDESIGN SHOMI. THE I ESIGRENTY AND S[PER TN15 AI191/TP1 1.1995 SECTION Z. I N * * TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7. D PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF REFY 8427--57081• DATE 12120199 DRW CAUSR427 99354017 CA -ENG AEB/CWC SEAN - 31788 DIIR ,FAC , 1.15 FROM K D SPACING 24.0" BBLES-CRISTY GUBBLES / GUBBLES - NT6 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N N ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i3UILDING DESIGNER 1S RESPONSIBLE FOR CONVENTIONAL FRAMING. Co 0 N d 0 z ' W3X4 C" 6 F— H v A O a_ A W2.5X4 4 w W4X4(A2) No w w z c.7 z C-3 Twit 11VG DRSDADSTI COnM P1IUDIITCO TUDIIT Ilnlne A mueue—u— e..nuvv— av —....- .— DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 4- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSEVERY 2.67 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. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 3- 9- 4 OC. W3X4 -tt, WsxA vllfiAlbmt� z L-2-0-0-� L-C-2-0-o-� o• I_ 4-0-7 1 5-7-1 _I_ 3-8-8 I I 13-4-0 Over 2 Supports R-1172 W-3.5' R-1172 N-3.5" PLT TYP Wave TPI -95\R Desion Criteria: TPI STD C� O O N O w w NTG 418-0-0 LIME coin k - a-AROV Apro �.I I, I I ,n ALPINE vv��,,11�,,,P,..�. Products, kw. Ia.a95� ""WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANUL110. SHIPPING, INSTALLING AND BRACING. REFER TO HIN•VI (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 6B3 D'ONOFRIO DR.. SUITE 100, MADISON, NI 63)18). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NATE PROPERLY ATTACHED STRUCTURAL PARELS, BOTTOM CHORD SPALL 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 DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI: 01 FABRICATING. HANDLING, SNIPPING. INSTALLING AND OF IDS SPFCTFICAIIONACING OFUPUBIilR[BTBYSTHE SMERICAIO ORMS RESTTARDPPLIC►APE�ASSOCTA170N)SAND iPI.(RATIOAIPIREt DESIGN CORRECTORS ARE NAGE OF 1OGA AM ANSI 0140 QALY. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS. ARD UNLESS OTHERWISE LOCATED ON THIS DESIGN. P0517103 CONNECTORS CRAVINGS 160 A•E. THE SEAL ON THIS OWING INDICATES ACCEPTANCE OF PROFESSIONAL 131:114111191 RESPONSIB•'Y'�'i'6"vered COMPONENTIFOR AMY LITY IPARTIELY CULAREBUILDING IS TIE TRUSS TRESPONSIBI015160 LITY OF THE BOILDINGN. THE IDESTY IGNNER. PER iG75 ANSIITPI 1.1906 SECTION 1. l,Q� ��`�/Y 't � * /IA�YIN � qF TC LL 33.5 PSF TC DL 10.0 PSFDATE BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 50.5 PSF R E FV ' R427--95914 02/09/00 DRW CAUSR427 00040013 CA -ENG GTP/CWC SEQN - 11514 DUR. FAC. 1.15 FROM HB SPACING 24.0' -CRISTY GUBBLES - T7 GI TOP CHORD 2x4 OF -L 11 N BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard :W7 2x4 DF -L i1: N Ai PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C-.1 ADDITIONAL LOADS 1-'7 -------------------------------------------------- a'.BC - From 508 PLF at 0.00 to 608 PLF at 13.96 z DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X4 W5X6 0 6 F— W7xB p W1.5Xa 0 H 1 (A) � A) A' O owe. 3-7-7 A LT w c>4 w w z WAS W6X12(R) M wax 12(R) z w W8X8 -* .5X4 11 M z 4-15_I_ 2 8-5 a1c I§-1-1 alE2-3-4_11-5 12� 5-1-4 T 5-1-4 T 3-9-0 L_ 10-2-8 I 3-9-0 --13-11-8 Over 2 Supports—� R-4945 W-3.5" R-4945 W-3.5' IS+ W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. BEARING BLOCKS: NAIL TYPE: 0.1310.0_g_nalls BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 6.542' 1 12' 17 1 20.208' 1 12' 17 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 8 GRADE AS CHORD.. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC 0 72.00' OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. RECOMMENDED CONNECTION FOR 23-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24' O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. 6-10-3 -0-0 -T-7 N cli PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - F "BARRING `• TRUSSES REQUIRE EITRERI CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. RFfER TO 119.91 (HANDLING INSTAlLle6 AND BRACING). PUBII SHED 0Y TPI rr L T C L L 33.5 P S F � CT (TRUSS PIAT! IRSTI7UTE. SB3 D'OROFRIO DR.. SUITE 200, MADISON, MI /5719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NATE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 01610 CllklIG. 1 '� TC DL 10.0 PSF [� --IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERID '9 cy PRODUCTS, IAC. SHALL NOT BE IESPONSIOLE FOA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C D L 7.0 P S F �j ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TFT; OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND BRACING 0► TRUSSES. TRIS DIST GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 PSF C=3 SPECIFICATION PUBLISHED IT TN[ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * * CORRECTORS ARE MADE Of 206A ASIR A653 CN40 GALV. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO TOT. L D . 50.5 PSF A, p och' od C'A 9S82B EACH FACE OF TRUSS. AND VILESS pTRERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER OAANIIOR 160 A-2. THE SEAL ON THIS O'AMTRG tool CATER ACCEPTANCE OF PROFESSIONAL ENOINEERING RESPOISIBIL(T1 SOLELY ►OA THE TRUSS COMPONERI DESIGN $BOOM. THE SUITABILITY AMD USE OF THIS AISI/TPITI Fl995NSECTIONt2�� BUILDING 12 THE RESPONSTB ILITY Of TOE BUILDING DESIGNER. PER t OUR. FAC. 1 .15 SPACING 24.0" Scale-.25N/Ft. REF R427--57083 DATE 12/20/99 DR W CAUSR427 99354016 CA -ENG AEB/CWC SEAN - 31797 FROM KD IBB-CRISTY GUBBLES - [SGEI T8 DTC HO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. N I N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN24IEU OF RIGG`D®S7EATTHHINGGCUSE PURLINS TO BRACE TC NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. AND STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS C311 CD122 OR C0123 FOR GABLE REQUIREMENTS. 10 PSF BC LIVE LOAD PER UBC. Co o (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES ® 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. 6� tl3 3-2-0 W3X5 2 A �K) 0 x `1 W3X51m -0-0 A , a w3x5 m W2. 5X4 e w w z z w ' 1-6-3-8 Over 2 Supports---- � I R-883 W-3.5" R-601 W-3.5"ppn%�j N Note, All Plates Are W1.5X4 Except As Shown. . PLT TYP. Wave TPI -95 R Desi n Criteria; TPI STD CA -11/-/-/-/F Scale -.375" Ft. •'YARNING'" TRUSSES NEOOIRf EITREME CARE IR FABR1tAT10A, BARDL 1116. SNp►ISO. INSTALLING ARD IRACINO. REFER TO 011.91 (MANGLING INSTALLING Amp IDIACINO), fORLTSR[D BY TPI (TRESS PLATE 4py`,y TC LL 33.5 PSF REF R427--57164 12, p� PERFORMING SRS DFUNCT&loION . UN 3017( EOR. MADISON, NI TOP I9), /$H LL HAVfrYE PRACTICES PRIORATTAC TD �� � TC DL 10.0 PSF DATE 12/17/99 07 PERFORMING THESE ItlRCT10SS. UNLESS OTMERYIS[ INDICATED. TOP CHORD $HALL MAYE PROPERIV ATTAINED C STRUCTURAL PANELS, BOTTOM CHORD MALL RATE A PROPERLY ATTACHED RIGID CEILING. ---� ••IMPORTANT-- FYRNISI A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE fBGiN[FR[D PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 1,0 PSF DRW CAUSR427 99351002 [� BUILD THE TRUSSES IN CONFORMANCE YITM iPl; OR IABAICATIS6, HANDLING, SNIPPING, INSTALLING AND 005 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Up. 040-2002 BC LL 0.0 PSF CA -ENG AEB/GWH t►ECIFICATION POBLISWED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TPI. ALPINE Dec1 7 1999 r_5 COANICTORS ARE MADE OF fOSA ASTM A6S3 ORAD GALT. $FEEL, WEPT AS VOTED. APPLY CONfECT0A3 TO # * TOT. LD. 50.5 PSF SEON - 31822 W EACH FACE OF TRRSS, AW RIMS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER A 92ANIRIS 160 A4. TBE SEAL ON THIS DRAPING INDICATES ACCEPTANCE Of PAOFE331091AL ENO IREERIIs A�11C EA�ICCNCd pIDdYC1S, 100' RESPONSIBtONPOSENTILITY fOR MYLELY FOR PM TICNIAA[TRUSS COMPOI117 DESIGN SHOVE. THE SUITABILITY ANI) B tlILOlN6 IS TIIE RESPONSIBILITY or TIE BUILDING DESIGNER.IPOf THIS �=1VQ. DUN. FAC. 1,15 FROM KD SAC'BIDC610L CA 95Bx$ ANSI/TPI 1.1993 SECTION I. SPACING 24.0" Up to 32' « 4/12 1 15' 1 20 1 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48' - 60' 1 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 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. BOTTOM; WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 0" �sSP r'0- s continuous lateral bracing °q as specified by the truss engineering. A� Frame 4 X45° Cross bracing repeated at each end of the building and at 20' Intervals. �'_�►fir. Top chords that are laterally braced can buckle II togetherand causecollapse ifthere isno 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. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required / o<\ess 3j=45° WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace —� All lateral braces Required lapped at least 2 trusses. 10' or Greater Attachment Required 2e• \ft / =45* Frame 3 51. TOP CHORD � MINIMUM TOP CHORD ; DIAGONALBRACE; :; chords that are can PITCH' LATERAL BRACE SPACING (D8 °SPAN DIFFEA.RENCE SPAGING(LBS) [# trusses] ' Up to 28 2.5 7 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 1 3.0 1 5' 5 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace —� All lateral braces Required lapped at least 2 trusses. 10' or Greater Attachment Required 2e• \ft / =45* Frame 3 51. o 00� ry buckle Top laterally braced rypl ey��t chords that are can yb togetherandcause collapse ifthere isnodiago- 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. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I \ Is ",0 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals a?e esse`ial fo stability and must be duplicate both ends of the truss system. 2� Bs1 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 2:.P.'. RALLEL CHORD TRUSS TOP CHORD Top chorda that are laterally braced can buckle togetheiand cause collapse ifthere is nodiago- 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. Is 30, �� `► All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplica1 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 - 31A' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. r g WA1.RNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. 11A greater than 30' by the peak. % 60° ' or less TagApproximately Approximately Line 1/2 truss length '/2 truss length Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately 1/] to Y3 truss length Less than or equal to 60' Approximately '/i to 1'3 truss length Less than or equal to 60' Toe In 4\ Tag Line -Toe In Tag Line 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 welght 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 Strongback/ SpreaderBar At or above mid -height Tag Tag Line Line Approximately i5 to 3/.truss length Greater than 60' group of Frame 2 Typical horizontal tie member with multiple stakes (HT) truss of bracei oup of trusses (EB) 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. group of Frame 2 Typical horizontal tie member with multiple stakes (HT) truss of bracei oup of trusses (EB) N Up to 24' . 1 3/12 1 8' 17 12 Over 24' - 42' 1 3/12 7' 1 10 1 6 Over 42' - 54' 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir r' 0 ryPa ey�� yQQ N .�/ \ Diagonal brace `11 also required on 1 ' 24" 1/2" end verticals. I Top chords that are laterally braced can buckle 3' togetherandcause collapse ifthere isnodiago- 1 " nal bracing. Diagonal bracing should be nailed 60" to the underside of the top chord when purlina ?4• 1 °" /49g8 are attached to the topside of the top chord. Truss I MONOTRUS$ ° PLUMB 12 �3or e greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10° or Greatsr X45° Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A BOW L(In) L/200L(ft) 12" 1/4" 1 ' 24" 1/2" 2 36" 3/4" 3' 48" 1 " 4' 60" 1-1 /4" 5' BOW L(In) L/200L(ft) i 1/4" 4.2' 100" i 8.3' 72" 1-1/2" 6' 3/4" � 84" 1-3/4" T I 96" 2" 8' Truss I 108" 1 2" 9' Depth I D(in) i i I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW L(In) L/200L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) U200 L(ft) 200" 1" 16.7' 250" 300" OUT -OF -PLANE INSTALLATION TOLERANCES. A DANGER: Under no circumstances should WARNING: Do not cut trusses.A construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your Aattention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult 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 responsibilityofthe installer(builder. building contractor, licensed contractoc erector or erection contractor) to properlyreceive. 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 structure.l 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 fora 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 wam- 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. 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 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 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. TRUSS':STORAGE' CAUTION: Trusses should not be unloaded cn rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- ® 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 theDANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. ® is extremely dangerous and should be strictly prohibited. Frame 1 `tE...RTIFICATE OF COMPLIANCE: Reside. n'.i.aI' Page 1 CF -3 R'' --------------------------------- Project. Title: GUBBLES 1905w (BASE CASE_.) Run: GUBBLES 035 08 -Oct. -91 1905w (BASE CAS Project. Address: PARCEL 8# DORRET DR. Building Title: FOREST RANCH, CA. 95942 GUBBLES 1905w (BASE CASE) Builn9_P�,mit #. Document. Author : BOB METZ.GER O.D.S.- .D.S.•Telephone: Plan e.k Z D t Telephone: 530-342-9688 or 865-9688 19.2% Compliance Method: CALRES2 1.34.03 Fief Check / Date Climate Zone: it Average Fenestration SHGC: GENERAL INFORMATION Conditioned Floor Area.: 1905 ft2 Average Ceiling Height.: 910" ft. -in Building Type: SFD Single Family Detached Building Front. Orient.at.i.on: 290 deg (West.) Glazing Area, % of Floor Area: 19.2% Average Fe -nest -ration U-Va.lue:0.60 Average Fenestration SHGC: 0.70 Number " of St-ories: 1 Number of Dwelling Units: 1.00 Floor Const.ruct.ion Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheat-hing Component. Instil Instil Total Assembly. Type R -value R -value R -value ------- U -value Location/Comments ------------------------------- Door 0 -- 3.03 0.330 Uncondi.t.ioned Wall 13 .5 16.13 0.062 Outside Wall 13 O 11.36 0.088 Unconditioned Wall 13 5 16.13 0.062 Outside Wall 1.3 5 16.13 0.062 Outside Wall 13 5 16.13 0.062 Outside Wa1.1 13 5 16.1.3 0.062 Outside Wall 13 5 16.13. 0.062 Out -side Wall 13 5 16.13 0.062 OUt.si.de Floor 0 0 1.38 0.722 Grade Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 .0.024 Attic Slab Perimeter 0 0 0 0.507 Uncondit.ioned Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Const.ruct.i.on Type Area. (ft -2) Condit-ioned? Ext-erior Conditions/Descr i pt -------------- ---------------------- ------------------- ------------ S1 ab 2.90 1615 Yes Gra.de. Yes Grade 5.1. ab JILUI G tlu EPA Y.7 W! EW .CERTIFICATE OF COMPLIANCE: Residential' Page 2 CF - ]F; Project Title= GUBBLF-S 1905w (BASE CASE) Run: 035 08 -Oct. -9c, FENESTRATION THERMAL_ MASS Area Thick Type Exposed? (ft -2) (in) ----------------- ----- ----- None HVAC SYSTEMS Overhang and Fins Overhang Overhang Overhang Overhang Overhang Overhang Overhang Overhang Overhang Overhang Overhang Location/Comments ---------------------------------------- Duct. Location Type Effic.iency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFI_JE Attic Air Gond. -- central split. 10.00 SEER Attic WATER HEATING SYSTEMS Dist.rib Water Area. ll- Energy Interior Exterior Orientation Heater Type --------------------- (ft2) Value Panes Shading Shading Window West 83.2 0.650 2 Standard --- BugScrn Window West. 36.9 0.630 2 Standard None Window West. 20.0 0.500 2 None None Window North 12.5 0.630 2 Standard None Window North 24.0 0.650 2 Standard BugScrn Window North 20.0 0.500 2 None None Window South. 17.5 0.650. 2 Standard BugScrn Window East. 16.0 0.650 2 Standard BugScrn Window East 61.0 0.630 2 Standard None Window East 60.0 0.500 2 None None Window. South 15.3 0.630 2 Standard None THERMAL_ MASS Area Thick Type Exposed? (ft -2) (in) ----------------- ----- ----- None HVAC SYSTEMS Overhang and Fins Overhang Overhang Overhang Overhang Overhang Overhang Overhang Overhang Overhang Overhang Overhang Location/Comments ---------------------------------------- Duct. Location Type Effic.iency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFI_JE Attic Air Gond. -- central split. 10.00 SEER Attic WATER HEATING SYSTEMS Dist.rib Water Water # of Energy Volume System Name Type -------- Heater Name ------------ Heater Type --------------------- Ht.rs Factor (gal) 509.W/H Standard St.d.509W/H Storage gas 1 ------ 0.60. ------ 50 WATER HEATING SYSTEMS MISC System Name Tag Q?B----- Solar savings fract..ion ------------- WATER HF...ATF..R/BOII....ER DF..TAII_.S Water Heater Name -- St -d . Spgl,J/H Solar system type ------------ Recovery Efficiency AFUE. 76 Wood stove Wood stove boiler? boiler pump? ---------- ------------- No No JTTE� V" Rated P1.],ot• r Input standby Tan k'r � Ir.� �� 3 DEPAR PU41 kRtuh Loss R-va...1.Ue (Btuh ) CNTIFICATE 0F COMPLIANCE: Residential Page 3 CF -l! _Project. Title: GUBBLES 1905w (BASE CASE) Run: 035 08-Ont-9ci ================================================================================ HYDR0NIC DISTRIBUTION AND TERMINALS System/Name Type Number ______________ _____________ ------ None � SPECIAL FEATURES, REMARKS, AND NOTES Pipe PlPe InSul Inmul run (ft) diam (in) thck (in) R-welue ________ _________ _________ ------- 1 Standard interior shades are .9SSumed to be. drapes which need not be .installed at the time of inspection. All other interior shadingdevice's MU-St.-St.be installed for inspection.. 2' Heating duCt register location: Ceiling. 3' rnVling dunt re-giater location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building fe.atures and performance specifications needed to comply With the Energy Standards in Title 24, PA.rts l and /�, of the California Code of Regulations, and*the Administrative re gulations to implement. them. This certificate has been signed by the indiuidualwith overall design responsibility. When this nertificate. of cnmplianoe iS submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features~ Remarks, and Notes section. DESIGNER OR OWNER DOCUMENTATION AUTHOR DAN & CHRISTY GUBBLES BOB METZGER O.D.S. BOB METZGER O.D.S. P.O. BOX 924 2231 St- GEORGE LN. FOREST RANCH, CA' 95942 CHICU, CA- 95926 899-1488 530-342-9688 or 865-9688 Certification #: Signed ENFORCEMENT AGENCY Date Name: - Title: Agenny' Telephone: 701 DEPART, 6i{;ne� Date������ =�� ��Y '°~ ` COMPLITER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project_. Title: GUBBLES 1905w (BASE CASE) Run: 035 08 -Oct -99 Project. Address: PARCEL._ 8# DORRET DR GUBBLES 1905w ( BASE CAS- FOREST ASFOREST RANCH, C.A. 95942 Building Title: GABBLES 1905w (BASE CASE) Building Permit. # Document. Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.03 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBt.0/f t.2 -y, r ) Energy Use Standard Design --------------- --------------- 'Space Heating 22.05 Space Cooling 13.98 .Wa.t.er Heating 13.44 Total 49 .4.7 GENERAL_ INFORMATION Conditioned Flog Area: Average Ceiling Height.: Building Type: Building Front. Orientation: Glazing Area, % of Floor Area: Average Fenestration L1 -Value: Average Fenestration SHGC:. Number of Dwelling Units: Number of Stories: =1oor Construction Type: Vumber. of Conditioned Zones: rot.al. Conditioned Volume: ,ondit.ioned Footprint. Area: ;round Floor Area: 31JILDING ZONE INFORMATION Floor '-one Area Volume flame (ft.2) (ft.3) --------------------------- {OUSE 1905 171.45 )PAQUE SURFACES Proposed Design --------------- 21.12 16.27 11 .73 -------- Complies 49.12 Yes 1905 f t.2 910" ft. -in SFD Single .Family Detached 290 deg (West.) 19.2% 0.60 0.70 1.00 1 Slab on grade 1 17145 ft -3 1905 ft -2 1.905 ft -2 Type ------------- Condi.t.ioned ;urfa.ce Area U- Insl Total .ype ---------- ( ft.2 ) ------ Value. ----- Rva.l ---- Rva.l ----- -one = HOUSE Yes No W18.E04 W1:3.2x4.1.6 a it�idP �E�a��Kr7'Y!��._:y�s:, 1 ra or- coned Door 17.8 0.330 0 3 Wa.l1 187.4 0.062 18 16 Wa.l..l. 405.2 0.088 13 1.1. Wall 23.5 0.062 1.3 16 wa1.1 332.0 0.062 1.6 16 Vent. Thermostat Height Type (ft) CEC Standard 210"' Tru Sl.r Construction Azm Tlt. Gns Type Location/Comments --- 290 --- 90 --- No ------------ 28 -Wood -------------------- t*T9Ri tCI lea eq, 290 290 90 90 Yes No W18.E04 W1:3.2x4.1.6 a it�idP �E�a��Kr7'Y!��._:y�s:, 1 ra or- coned 32�, �0 Yew. W18.EQ4 -Out .-.i0 20 9G Yes WIFt .En4 R. } `.1JMPUTER METHOD SUMMARY. page 2 C -2R 'r o ject Title: GUBBLES 1905W ( BASE CASE) Run: 035 08 -Oct. -99 )PAQUE SURFACES continued ,urfar_e Area tJ- Insl Total .ype ---------- ( ft -2 ) ------ value Rval Rval Wall. 449.0 ----- 0.062 ---- 18 ----- 16 Wall 36.5 0.062 15 16 Wall 285.7 0.062 18 16 Wall 23.5 0.062 18 16 Floor 290.0 -- 0 -- Floor, 1615.0 -- 0 -- Ceiling 1905.0 0.024 38 42 )ERIMETER LOSSES Tru Slr Construction Azm Tlt. Gns Type --- --- --- ------------ 110 90 Yes W18.EQ4 155 90 Yes W18.EQ4 200 90 Y6s,-W18 . EQ4 235 90 Yes .W1S .EQ4 -- 180 No S16h1.40E -- 180 No Sla_ b140C -- 0 Yes R38.2x4.24 >erimeter Length F2 InSul .ype (ft.) Factor R-val ------------------- ------ ----- -one = HOUSE . Exposed 37'0" 0.507 -- Exposed 173'0" 0.756 0 'ENESTRATION SURFACES 'enest.ra.t.ion Area Tru Jame Type (ft -2) Azm '_one = HOUSE Location/Comments Outside Out -Side Out -Side OUtSide Grade Grade At -tic Insul. Depth ( in) Location/Comments ------ ----------------------------- Unconditioned 16 -Outside Glazing Open Frame Charact.r Tlt._ Type Type Name Comments Fil Wind 25.3 290 90 Slider F12 Wind 25.3 2.90 90 Slider F21 Wind 8.3 290 90 Slider F22 Wind 20.0 290 90 Hinged F23 Wind 8.3 290 90 Slider F24 Wind 7.8 290 90 Slider F31 Wind 32.5 290 90 Slider FL11 Wind 12.5 325 90 Slider L11 Wind 8.0 20 90 Slider L12 Wind 16.0 20 90 Slider L21 Wind 20.0 20 90 Hinged BL11 Wind 17.5 155 90 Slider 811 Wind 16.0 110 90 Slider 821 Wind 12.0 110 90 Fixed 822 Wind 60.0 110 90 Hinged 831 Wind 25.0 110 90 Fixed 841. W.i.nd 24.0 1.1.0 90 S1..i.der R11 W.i_nd 15.3 200 90 Fixed FR1.1 Wi. nd 1.2 .5 235 90 51. ider Metal STD.OPER Metal STD.OPER Metal. STD.FIXED Wood/Div STD.DOOR Metal STD.FIXED Metal STD.FIXED Met.a.l. -STD.OPER Metal STD.FIXF_D Metal STD.OPER Metal STD.OPER Wood/Div STD.DOOR Metal STD.OPER Met -A.]. STD.OPER Metal STD.FIXED Wood/Div STD.DOOR Metal STD.FIXED metal STD.FIXF...D Me.t.al STD.FIXED Metal. STD.FTXED �"'} DEP P atl ', , ,. ,,3 � 1 F 'OMPUTER METHOD Sl1MMARY ' Above Left. Page 3 C -?_R Project. Tit.l.e= G1 IR Depth (SF... CASE.) 1. 1.905�� BA Run: 0�5 08 -Oct. -99 GLAZING CHARACTERISTICS ------ 6,4" ------ 4'n". ------ ?,6" 6. .11'0" SHGC SH(-,C GlazingInterior Chara.ct.r Glazing# of ti- 13'0." Shade Type Int. Exterior Ext. NameT ype Panes Value SHGC See notes ---------- Shade -- Shade -Type -Shade __ STD.OPER _Clear 2'4" ----- 2 ----- 0.650 --�--- 0.870 Standard 0.680 BugScrn 0.757 1.000 STD.FIXED Clear 2 0.630 0.870 Standard 0.680 None 1.000 STD.DOOR C.1.ea.r 2 0.500 0.870 None 1.000 None 6,6" OVERHANGS Fenest.rat.ion ------------------- Above Left. Right. Name Height. :W-idt.h Depth Glazing Ext.ens.ion ----- Extension F11 ------ 6,4" ------ 4'n". ------ ?,6" 6. .11'0" 0'0" •• F1 2_ 6'4 " 4'0" 2$6" �," 13'0." 1.8'0 F21 6,8.. 1' ��� 9'O" 2,4" 15,0„ 10'9" F22 6.81, 3 P 0 9'0„ 2'4" 1250" 12'0" F2.3 6'8" 1'3" 9'0" 2'4" 10'6" 1513" F24 1'4" 5'10" 9'0.. 2,4., 10,6„ 10,841 .F31 6'6" 5,0" _ 290" 204" 6,6" 6,6" FL11 5,01, 2'61 8'0" 6„ 8'6„ 11,01, L_11 4'0". 2'0" 2'611 2'4f' .18,0,1 14,0" L12 410" 410-1 2'6l' 2,4„ 6'0" ?4'0„ L21 6'8" 8901. 2,6„ 2,4ll 4'0" 5 ,0.. BL._11 5,0,. ,�'6�- 7'0.. 2'411 011 4v 1.1'6" 811 4'0" 4'01 200" 2'4" 12'0" 16'0" 821 114„ 9,01 6,0„ 6" 18,01, 18'0" B22 6'8" 910" 6'0ll 2,4" 18,01, 13,0" 831. 5,0" 51011 2,6" 2'411 19.00" 11'0" B41 4'0" 6'011 2'6" 2'4" 11,01, 10,01, R11 3110" 4'0" 2'6." 2'4" 8'6 25,6,. FR11 5,0„ 2'611 8,:0" 2,4.. ,�'6�� 11'0" Left. Fin Right. Fin FINS -------------------------- Fenest.ra.t.i.on -------------------------- Exten Dist Ext.en Dist. -------------------- ------- F.i n Fin above t.o Fin Fin above .t -o ----- Name ------------ Height. ------ Widt-h ------ Depth ------------- Height. g.lzng --- gl.zing Depth Height. gl.zng glzing None THERMAL._ MASS _ Vol Cond- Area. Thok Heat. duct.- Const.ruot.ion Mass Name (ft.2) (in) Cap ivi.t.y Type None. Insd Rva.l. Loc.:at.i.on/Comments ---- -------------------_------ cr -ALUNIG DEPAR M W COMPl1TER METHOD SUMMARY PA.9e 4 C -2R Project. Title: GOBBLES 1905w (RASE CASE) Run: 035 08 -Oct. -99 =------------------------------------------------------------------------------- -------------------------------------------------------------------------------- SOLAR GAIN DISTRIBUTION Fenest.rat.ion Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Dunt. Location System Name -------------- System Type -------------------------- /- Efficienc`y ---------- and R-value ------------- 7_one = HOUSE GasFurn..80 Furnace 0.80 AFUE Attic ACsplit.10 Air Gond. -- central split. 10:00 SEER Attic WATER HEATING SYSTEMS Dist -rib Water Water # of Energy Volume System Name Type - Heater Name. Heater Type Ht rs Fact -or (gal) 509 .W/H Standard St.d .509W/H Storage gas .1 0-.60 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------ -------- ----- ----------------------------------- 509.W/H -- -- No No WATER HEATER/BOILER.DETAILS Rated Pilot. Water Recovery Input Standby . Tank Light. Heater Name Efficiency AFUE (ketuh) Loss R -value (Btuh) St.d . 509W/H 76% --- 36.00 SPECIAL_ FEATURES, REMARKS, AND NOTES I. Standard interior shades are assumed to be drapes which need not. be installed at the time of inspection. All other interior shading devices must. be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duCt. register location: Ceiling. eG' dent.ial Page Farm 3R PROPOSED CONSTRUCTION ASSEMBLY' R__i 1 Project Tittle= Gl JBBLES 1905w (BASE CASE) Project. Ad --- 08 -Ort. -99 dress: PARCEL 8# DORRF_T DR. Building Permit. # FOREST RANCH, CA. 95942 Building Title= GOBBLES 1905w (BASE CASE) Checked By / Date Document. Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Compliance Method: CALRES2 1.34.03 Assembly Name: Assembly Type: Framing Percentage: Framing Type: W18 .E04 Wall Const.ruct.ion 0 1 •_ e CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance. Resistance At. Cavit.y at. Framing 0.90 ma. t.erial (inches) --------- 0.99 13.00 0.50 2a FIR3:5 3.50 2b R13Ba_.t.t. .3.50 3 5.0-R.I.B. 1..00 4 FilrriIn 0 -- 5 .63 -STUCCO 0.613 Resistance. Resistance At. Cavit.y at. Framing 0.90 -0.90 -- 0.99 13.00 5.13. 5.13 0.61 0.61 0.20 0.2.0 Tot -al t_Inad just.ed Resistance (R) : 19.84 7.83 Note: Winter value used for outside a-ir film. FRAMING -ADJUSTMENT CALCULATION Framing Total Ca.vit.y ___ 1_I -value :. ----------------- (J./19.84 x 0.85) + (l./7.83 x 0-1.5) = 0.062 Bt.uh/ft.2-F Resist.ance: = 16.13 f t.2-F/Bt.uh NOTE The values shown here are based on nominal. da.t.a and do not. include surface film adjust.ment.s, crawlspa.ce resistance, or other modificat-ions mandated by the CF_C. a 14 caj (WIL NG DEPARTTO X •' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A 1L MF -1R .. -------------------------------------- • Project Title.......... MASTER PLAN Date. .. 01/01 Project Address........ MASTER PLAN --------------------- CHICO, CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ ` Telephone .............. BOB METZGER 0 D S BG5-9688 or 342-9688 ; Plan Check / Date ; y Compliance Method...... + -- Lam! rPf� 2c� Gmj��� ', Field Check/ Date ; ( ww� 11 �p�1/�L�Iv� �•�C --------------------- Climate Zone........... ----------- i 1 � --------------- ---------------------------------------------- - 1 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 o Y. BUILDING ENVELOPE MEASURES to G -------------------- J esign- nforce- er went *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. �' *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission -rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control AAA i c. Flue damper and control 2. No continuous burning gas pilots allowed. E to �. yl, .� D `010 q �y�yyyO'VED J,peM{A QC�c 2 r_4 'Z 110-13: HVAC equipment, water heaters, showerheaas ana faucets certified by the CEC. C (I 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non- recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect �- hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non-electrical cooking appliance �tb with pilot ( 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er went . 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling C1 fixtures.IC (insulation cover) approved. _ . - -- (See Styee To T _ Be aware that glazing units (including doors with• .glass) must.have permanent NFRC labels. Glazing labels will be - Checked against the Title 24 calculations at the time of framing inspection. If the installed U-value is of a lesser value, the Title 24 calculations must"be redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF-6R is required:,ttW be posted at the residence proper to the issuance of a Cert-f`icate of Occupancy. This is in addition to the Insulation Certificatre'JjE ` IF APPLIES GENERAL NOTES SHEET E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)lb br- CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE .DAMPER. TIGHT -FITTING 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. OB(INIEDN GAS EQUIP.)g2NSULHEATPUMPEQUIP.) 15#DENSITY TYP.I�SU , 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.0 LUMENS/WATTS OR GRATER. g. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) V-6- H I GHT PLATFORM. b) . VENT T HRU ROOF., c) ADEQUATED CONBUSTABLE AIR VENTING_ d) R-4 INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.t1FA.LLouUEp_B`{ NIANU�O�C•TUta� f) R-4 INSULATION ON CIRCULATING SYSTEM. x) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C.- b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER T'0 BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION. OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL'WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES C EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S.*WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. • The largest viewing area in each class size is obtained with true widths of 36" and 42". • A very realistic wood -like fire is created with large burning embers, random flame, and logs with hand -painted detailing. • A modulating flame control means variable Btu input (up to 32,000 for the Caliber 60 and up to 35,000 for the Caliber 80) and flame height. • Caliber minimizes the steel surround and maximizes the viewing area for a better -looking fireplace. INSTALLATION AND MAINTENANCE • Top or rear direct vent allows installation along interior or exterior walls, below grade, or in corners. Sealed chamber uses only outside air for combustion, helping to preserve indoor air quality and pre- vent negative air pressure problems. • "Quick -Access Glass" keeps routine maintenance simple. No screws, bolts, or special tools, just three spring latches provide a sure firebox seal. • A removable burner assembly is the ultimate convenience during routine service calls and future upgrades. Six simple screws release the assembly. • The one-piece log set minimizes installer and homeowner confusion over proper log placement, ensuring reliable performance. SAFETY STANDARDS • Thermopile -thermocouple standing pilot is an industry-leading safety application. • Protective metal edge minimizes glass chipping during routine maintenance. • A high limit switch is a built-in, standard feature on all Caliber appliances. • Spring-loaded expansion relief door relieves any pressure that may build up inside the firebox. • Tested and Listed to UL Safety Standards; Limited lifetime warranty. 33 /2" / 32" 381/2 207/x" . 38.• :. B�I 81/16" C . Caliber 60— „_..;36;`,241/2" 241/2" Caliber 80 X42 '47 -301/2"' Standoffs,„°� 4Gasline '- knockout r r 26'/2' 71/2' Electrical j 71/8 knockout 93/4'. ``=Outer flue '8” diameter..y a �• � a 715/16 .0 1 23 151/16" 8.. Warning: You cannot cover any of the grilles on this unit as this may create a fire hazard. When finishing the Caliber, combustible material may be brought up to the sides of the fireplace but must never overlap the black area. The black metal may be covered with noncombustible material only such as marble, tile, stone, etc. space clearance •I I r y ROUGH FRAMING DIMENSIONS (;'`Caliber'60:,zvidth.- 42'';.height --385/8"; c vitt' depth 231/'ir. • Caliber 80: width - 48"; heigfit - 385%8"; cavity depth - 231/2". ' CLEARANCES TO SURROUND/COMBUSTIBLES • Minimum window height - 40" * 385/ • Minimum recessed shelf height - 385/81.' *. • Minimum mantel height - 46". • Top of standoffs - 0"; Floor -.0"; Back and sides of fireplace - 1/2"; Ceiling - 30" *These dimensions can only be obtained when using the rear vent system. CERTIFICATIONS F I�I�II r Model A I B • Certified for installation in bedrooms, bed/sitting i Caliber60 42"—"'505%s" rooms and mobile homes.Caliber 80 !48 "551%41; • Consult local building codes for local installations and operational guidelines. GENERAL CONSIDERATIONS =781/8" 40"*, Min. window height;. " 385/8' Min. recessed shelf or the frame of , an inoperable window •height / ' 1/2'j Min...,.. • The rough framing dimensions shown above represent the distance from stud to stud only and do not take into consideration the addition of sheetrock/drywall. • The top header may touch the standoffs, but the dimension shown here allows 1/8" to position the fireplace if framing is constructed prior to the placement of the unit. • Wiring for an optional fan kit or remote control must be done prior to finishing the installation. • For best results, do not construct the framing until the unit is in place. • A hearth extension is not required. HORIZONTAL TERMINATION CLEARANCES / _ 26 ;Max: ",,163/411-w`�- •Soffit r 25'. Venting can 18 Min. from,-., \only terminate ventilated soffit;, ti within this '� 12" Min. from unventilated soffit • 3" clearance required above horizontal vent. A* -18 51" Min. i • 1" clearance required along bottom and sides of vent. Max: to top'of. • Maximum horizontal run in horizontal termination: 26'. `' exterior hole • Maximum vertical run in horizontal termination: 25'. I • Required rise: 1/4" for every P of horizontal run. f- 163/4" Min. • Required vent supports: one support for every 3 30" Max. Model A* of horizontal run. ' ` Cal iber,60,.- _12'_ • Effect of additional 90° elbows: reduces maximum horizontal distance by 3'. 1. Caliber 80 18" • A standard horizontal termination requires the top of the termination cap have a 18" minimum clearance to a ventilated soffit and 12" minimum clearance to an unventilat- ed soffit. "The Caliber 60 may be horizontally vented directly off the top using only the starter elbow. The Caliber 80 requires a minimum 6" vent section before the starter elbow may be attached for horizontal venting off the top of the unit. REAR VENT HORIZONTAL TERMINATION CLEARANCES • 3" clearance required above vent on runs inside a wall (a heat shield must be installed). • 1" clearance required along bottom and sides of vent. • Maximum horizontal run with no vertical sections (to base of cap or outside wall: 18" • Termination cap requires an 18" minimum clearance under a ventilated soffit and a 12" minimum clearance under an unventilated soffit. Caliber 60 Direct Vent Series GCDC60 41" wide naturalgas, standin`; pilot GCDC60E 41" wide natural gas, electronic ignition GCDC60L 41" wide L.P. gas, standing pilot GCDC60LE 41" wide L.P. gas, electronic i;nition RC4, RC5, RC6 ON/OFF Remote Control � l Caliber 80 Direct Vent Series GCDC80 47" wide natural gas, standing pilot GCDC80E 47" wide natural gas, electronic ignition GCDC80L 47" wide L.P. gas, standing pilot GCDC80LE 47" wide L.P. gas, electronic ignition Options not pictured: FK4 125 CFM fan FK160 160 CFM fan BC10, BC11, BC12 Fan controls CKVP L.P. gas conversion kit CKVN Natural gas conversion kit TK47A/B, TK48A/B Brass Trim RCR-MLT RCA60D, RCA80D Refractory Lining DFAMB, DFA36 Fixed Arched Glass Doors DFN6A/B, DFC2A/B Fired Glass Doors TK6CA/B/C, TK7CA/B/C Brass Trim Heatilator A Division of Hearth Technologies Inc. 800/843-2848 1915 W. Saunders Street Fax 800/259-1.549 Mt. Pleasant, Iowa 52641. http://www.heatilator.com HEATILATOR is a registered trademark of Hearth Technologies Inc. Specifications and options are subject to change. Flame appearance may differ from that shown in product literature due to geographic and atmospheric differences, fuel type, and vent configuration. TK302B, TK402B Brass Trim 73071D 11/98 CG rod -t COUNTY OF BUTTE - DE ARTOMENT OF EVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT �� ��� 9 ASSESSOR PARCEL NUMBEU�/(//RS /_3 > 0 zDNHNG BUILDING PERMIT OWNS - Q(T L 0'�E , SQ OCC. BUILDING VALUATION OWNER' Dfl CONTRACT 'S N TELEPHONE �� `� / O CONTRACTOR'S MAILING ADDRESS Fireplace / CONSTRUCTION LENDER UNKNOWN Total Valuatl n LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee j $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ff 5611-70 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ V✓l0 Penalty $ S BUILDING ADDRESS 2 n /L PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 z Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 ,0 Each gas water heater or vent 15.00 USE OF STRUCTURE SF Duplex D Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Q� Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New Addition D Remodel O Utilities D Installation O Other O Describe Work: PERMIT FEE $ 06 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceIV OR LESS I 200A OR LESS ) 'D 23.00 u Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONIS. ( & ACC. BLOS. ) 3.50 SO, FT CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code for this reason NEW CONST. MULTI.OUTLET .NON -RESID. ( BRANCH CIRCUITS ) @7.50 ( POW ER APPARATUS ) a SINGLE OUTLET CHR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 SAL. 50 Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws Of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating (� 6 p.60 Cooling�S a,ad Hood 6.50 Ventilation PERMIT FEE S Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - D Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 5"0" dee nd demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ , QZ) cO rPE TOTAL FE H� D. FEES IMP FLO D PARCEL PD H ISSUE This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have BY PERMIT EXPIRES ON applicable provisions to do work been paid. Date Receipt No. 6 D WHITE-O.D.S.-B.D. CANARY -ASSESS R PINK -INS C OR GOLDENROD -APPLICANT Cfv)UNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMITAPP (CATION DATA SHEET OWNER A"o..,-506-3-1-30-0 0 Proposed Building Use Building Inspector Date � r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . .-Mobilehom da nd , anufactre 's ins allation instructions, 2 sets. .......... . ees of $ /. ,� S. O .................... . 1 !Impact fees as shown on attached schedule. ... ,, .. . 2. California Department of Forestry plan approva :e Flood elevation letter 100 year flood b California Eta ineer. ................. . 13 F ( Y ) Y 9 14. Sanitation and plot plan approvalGi//La Health Department . ........... . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: B.Eontact Land Development about (A) Improvements (B) Drainage. .......... . A�9. Driveway permit (construction approval required prior to occupancy). .. .. 2 -1 Pre4nspedion reque 20. Pre -inspection for required. .. to Building inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. C . ificate of Workmans Compensation Insurance . ........................ . �Owner-Builder Verification (Given to owner , Mail to owner ). .......... . Loo' 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Whe you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at���fG CJ f / office. eliver with inspector. Other Parcel Creation Acreage Applicant Date ' 2 Copy of Haz-Mat form sent Health Dept. Fire De Ai�Pollutio ate Copy of plans sent Health Dept. Fire Dept. Other ate By The following data must be submitted prior to permit issuance: (Ci 1. Index permit for above items No. 2. Additional iteryls required: T� item not,checked above). Contractor, desigii owner, was advised of above required data by _ phone _ mail Counter bpi _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works F.H. Illli ONLY l t I'laii Attached Hour Plaut Awnhed 7 _ lent to II.U. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance oz4m,,�:= Aae�le& . caner Location AP# Plan Approved for: Sewage Disposal "Vater Supply: Public. Private Well Clearance for7 -,bedroom I home. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/92 Date COUNTY OF BUTTE — DEPARTMENT OF DEVELOPMENT SERVICE'S — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE.(916) 538-7541 OWNER A. P. # 1!96 PROPOSED BU LDING U DATE ,] REC. # DATE REC SCHOOL DISTRICT FEES (paid at District Office) ......................... 2. SHERIFF FEES (paid at Building Department) Residential..... x _$ unit dmt. Commercial (sgft)_ x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office). ...... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = 89.00....... (paid at Building Department) 7. OTHER s '-Ip ; At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT AssbT P 13 NV 2608 ZONINC}m,-5 BUILDING PERMIT OWLRARRY & JANN COFFMAN TELEP�Q(d(:_1710 j�`J j SO. Ff. OCC. BUILDING VALUATION owNI�IAI�wGSDecond Avenue, Chico 95926 CO ACTOR'SN "arren`dson TEP�IQNE 1471 �jj1l CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 15232 Dorrett Drive, Forest Ranch PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF C Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ElOther ❑ Describework: 2 bedroom PERMIT FEE J$ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) SO. 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEw CONST. MULTI -OUTLET •NON.RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 6 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 020AL. @ 1.00 Ex. Occup. ( OUTLETS (RES D.OEA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon t bove mentioned property for inspection purposes. I also agr save, indemnify and keep harmless the County of Butte against all ents, costs, and exrS ses which may in any way accrue against said quence f th ra of this permit. . Date plicant ner ❑ Contractor ❑ Agent mit is re ed for excavations over 5"0" deep and demolition or 2ontructioiofstructur s over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAz- D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMITEXPIRESON (Date) Receipt No. 1668041'650.60// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT C 6)FF141 e'Aj �, f/�Jyi/✓E STS?. �'!/�T L S/��zS eN Plf�NS 2 . /vim CoND/T�a�c/S pd6,o-rlc1 g2onT;4'rc, X32. LONGFElLow LUMBER CO. ee« ae.z ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: Address: AP#: Job No: INC* Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 J rw4v 12 �Z���r�'l �� Y2 ;r�7,�✓y' � 2��r�C� S/j?0���/r� �� (D'ar�� �' D?✓7/� � ,' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- Project Title.......... Coffman Residence Date........ 05/0.4/94 Project Address. .. Dorrett Drive --------------------- Forest Ranch, CA Documentation Author... Donna Wallace Building Permit Company................ Donna Wallace Telephone .............. (916) 893-4982 Plan Check / Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 --------------------- ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Donna Wallace Run -Coffman Residence I ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2743 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments ------------- Wall ---------- R`23 -------- 0.050 ---------------------------------------- Typical Door R-0 0.330 Corridor, Garage WallR-1.9 hang/ 0.065 Garage Roof tR=:8Q �R�ff_9 0.025. Flat clg., Vaulted clg. Floor Shading 0.037 Typical F1oorExt R-19 0.048 Master Bath Floor R-0 0.293 ----------- None Floor R-0 20.000 Stair opening FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Front (W) ----- 59.0 ----- 0.330 ---- 2 --------------- Drapes.Std ----------- None ---- None --------- Wood Window Front (W) 8.0 0.330 2 None None None Wood Window Front (W) 100.0 0.560 1 None None None None Window Left (N) 75.0 0.330 2 Drapes.Std None None Wood Window Left (NE) 12.0 0.330 2 Drapes.Std None N'q �� he Wood Window Back (E) 142.0 0.330 2 Drapes.Std .4? None Wood Window Window Back Back E ( ) (E) 13.0 80.0 0.330 0.330 2 2 G C)-" % None ` do ;�.- `� ,mac g� .... Drapes.St 13 �ma ' M 'None es Wood Wood done lues Door Back (E) 21.0 0.550 2 Drapes.Std" Wood Door Window Back Right (E) (S) 33.0 101.0 0.550 0.330 2 2 Drape s.S ���" Drapes.-,` None �I� None ione Wood Wood Skylight Skylight Left Right (N) (S) 7.0 7.0 0.550 0.550 2 2 None None fne,.,-J Nne Fgto None Wood None Wood Skylight Horz `7.0 0.600 2 None r"` None None Wood �r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Coffman Residence Date........ 05/04/94 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Donna Wallace Run -Coffman Residence ------------------------------------------------------------------------------- Equipment Type Furnace ACSplit Furnace ACSplit HVAC SYSTEMS ------------ Minimum Efficiency 7-880...AFUE ff0.20 SEER 7 80. AFUE 10.20 SEER Duct Duct Thermostat Location ------------- R -value ------- Type ----------=- Crawlspace R-4.2 LivingStat Crawlspace R-4.2 LivingStat Attic R-4.2 SleepingStat Attic R-4.2 SleepingStat WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS --------------------- r sr hi"s ;buildirig"`incorporates �a Zonally ControTyledHVAC �Se`"lected �windo�ws('excluclnq-�F a cn hdoo s skylights blkock) sha11 be.by,.Andersen -Window a d'�wil�l include i y-- -n� y between =paneswand.`zlow=e glass . Maximum U�-value -0.33 Tank Energy Size Factor (gal) -------- ------ n cfas Reference: NFRC Certified Products Directory, November 193 ed. Note: For ease of plan checking all windows (excluding French doors, skylights and glass block) were modeled as sliders. This is recommended on page 2-37 of the Micropas v4.0 manual. External Insulation R -value CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Coffman Residence Date........ 05/04/94 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Donna Wallace Run -Coffman Residence ------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Larry E. Coffman Company. Architect, A.I.A. Address. Chico, CA Phone... License. _ A Signed.. EMENT AGENCY Name.... Title... Agency.. Phone... DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Donna Wallace Address. 399 E. 9th Avenue Chico, California 95926 Phone... (916) 893-4982 Signed.._ iat (date) Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Coffman Residence Project Address........ Dorrett Drive Forest Ranch, CA Documentation Author... Donna Wallace Company ................ Donna Wallace Telephone .............. (916) 893-4982 Date........ 05/04/94 --------------------- Building Permit Plan Check / Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 --------------------- ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User -Donna Wallace Run -Coffman Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. -3 g 150(b): Loose fill insulation manufacturers labeled R -Value. N /A *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). R-19 *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. R-19 150(1): Slab edge insulation — water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets CEC quality RIC -lip standards. Indicate type and form. nE;EIZGLA55 g^TTS 4 p0L'{STY9ENF- 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints 6`( and penetrations caulked and sealed. CoNTR. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. N A&I 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. N/A, 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Coffman Residence Date........ 05/04/94 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User -Donna Wallace- Run -Coffman Residence ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ---------------------------------7---------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets 6--f certified by the CEC. CONTF, 150(i): Setback thermostat on all applicable heating systems. Co L -L& 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- BY CONTR . g`( CONTR. i`l /A N/A Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling gY fixtures IC (insulation cover) approved. CoNTR, COMPUTER METHOD SUMMARY Page l C -2R Project Title.......:.. Coffman Residence Date........ 05/04/94 Project Address ........ Dorrett Drive --------------------- Forest Ranch, CA Documentation Author... Donna Wallace Building Permit Company................ Donna Wallace Telephone .............. (916) 893-4982 Plan Check / Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date ClimateZone........... 11' --------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Donna Wallace Run -Coffman Residence ------------------------------------------------------- ----------------------------------------------------------------- ----------------------------------------------------------------- = MICROPAS4 ---------------------------- ENERGY USE SUMMARY = = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design ---------- Margin = - Space Heating.......... 14.56 11.31 ---------- _ 3.25 = = Space Cooling.......... 12.92 15.67 -2.75 = = Water Heating...... .. 9.52 9.52 0.00 = = Total 37.00 36.50 0.50 = _ *** Building complies ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2743 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 2 Conditioned Volume......... 25353 cf Footprint Area ............. 1817 sf Ground Floor Area.......... 1788 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 24.2 % of FA Average Ceiling Height...:. 9:2 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Coffman Residence Date........ 05/04/94 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Donna Wallace Run -Coffman Residence ------------------------------------------------------------------------------- Zone Type LIVING Living SLEEPING Sleeping Surface -------------- LIVING 1 Wall 3 Door 4 Wall 5 Wall 6 Wall 8 Wall 9 Wall 11 Wall 13 Wall 14 Door 15 Roof 17 Roof 19 Roof 21 Floor SLEEPING 2 Wall 7 Wall 10 Wall 12 Wall 16 Roof 18 Roof 20 Roof 22 F1oorExt BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) ------------------ ------------------------ ------ --------- 1788 16290 1.00 Yes LivingStat 955 9063 0.00 Yes OPAQUE SURFACES --------------- Area U- Insul Act Solar (sf) value R-val Azm Tilt Gains ------ ----- ----- --- ---- ----- 421 0.050 R-23 270 90 Yes 21 0.330 R-0 270 90 Yes 48 0.065 R-19 270 90 No 24 0.050 R-23 330 90 Yes 575 0.050 R-23 0 90 Yes 24 0.050 R-23 30 90 Yes 380 0.050 R-23 90 90 Yes 320 0.050 R-23 180 90 Yes 245 0.065 R-19 180 90 No 21 0.330 R-0 180 90 No 602 0.025 R-38 0 0 Yes 130 0.025 R-38 270 30 Yes 130 0.025 R-38 90 30 Yes 1788 0.037 R-19 0 0 No 205 0.050 R-23 270 90 Yes 314 0.050 R-23 0 90 Yes 248 0.050 R-23 90 90 Yes 352 0.050 R-23 180 90 Yes 676 0.025 R-38 0 0 Yes 129 0.025 R-38 0 30 Yes 129 0.025 R-38 180 30 Yes 29 0.048 R-19 0 0 No SleepingStat Form 3 Reference ------------ W.23.2X6.16 None W.19.2X6.16 W.23.2X6.16 W.23.2X6.16 W.23.2X6.16 W.23.2X6.16 W.23.2X6.16 W.19.2X6.16 None R.38.2X4.24 R.38.2X4.24 R.38.2X4.24 FC.19.2X8.16 W.23.2X6.16 W.23.2X6.16 W.23.2X6.16 W.23.2X6.16 R.38.2X4.24 R.38.2X4.24 R.38.2X4.24 FX.19.2X8.16 FENESTRATION SURFACES 8.0 n/a 8.0 n/a Location/ Comments ---------------- Typical Corridor Garage Garage Garage Flat clg. Vaulted clg. Vaulted clg. Typical Typical Flat clg. Vaulted clg. Vaulted clg. Master Bath # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface ----------- (sf) es Type Type value Azm Tlt Only Shade Description LIVING ----- ---- --------- ------ ----- --- --- ---- ---- --------------- 1 Window 47.0 2 Wood Slider 0.330 270 90 0.88 0.78 Drapes.Std 2 Window 8.0 2 Wood Slider 0.330 270 90 0.88 1.00 None 5 Window 12.0 2 Wood Slider 0.330 0 90 0.88 0.78 Drapes.Std 6 Window 47.0 2 Wood Slider 0.330 0 90 0.88 0.78 Drapes.Std 8 Window 12.0 2 Wood Slider 0.330 45 90 0.88 0.78 Drapes.Std 9 Window 99.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 10 Window 6.0 2 Wood Slider 0.330 90 90 0.88 1.00 None COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Coffman Residence Date........ 05/04/94 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Donna Wallace Run -Coffman Residence I ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area # of Vent Left Rght SC SC Interior Area Pan- Frame Open U- Act Ext ---- Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- 11 Window ----- 15.0 ---- 2 --------- Wood ------ Slider ----- 0.330 --- 90 --- 90 ---- 0.88 ---- 0.78 --------------- Drapes.Std 12 Window 15.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 13 Window 15.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 14 Window 15.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 15 Window 5.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 16 Window 5.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 17 Window 5.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 18 Window 5.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 21 Door 21.0 2 Wood Hinged 0.550 90 90 0.88 0.78 Drapes.Std 23 Window 81.0 2 Wood Slider 0.330 180 90 0.88 0.78 Drapes.Std SLEEPING Door 21.0 7.0 3.0 6.0 0.3 14.4 1.3 14.4 11.8 4.5 3 Window 12.0 2 Wood Slider 0.330 270 90 0.88 0.78 Drapes.Std 4 Window 100.0 1 None Fixed 0.560 270 90 0.65 1.00 None 7 Window 16.0 2 Wood Slider 0.330 0 90 0.88 0.78 Drapes.Std 19 Window 43.0 2 Wood Slider 0.330 90 90 0.88 0.78 Drapes.Std 20 Window 7.0 2 Wood Slider 0.330 90 90 0.88 1.00 None 22 Door 33.0 2 Wood Hinged 0.550 90 90 0.88 0.78 Drapes.Std 24 Window 20.0 2 Wood Slider 0.330 180 90 0.88 0.78 Drapes.Std 25 Skylight 7.0 2 Wood Fixed 0.550 0 45 0.88 1.00 None 26 Skylight 7.0 2 Wood Fixed 0.550 180 45 0.88 1.00 None 27 Skylight 7.0 2 Wood Hinged 0.600 270 0 0.88 1.00 None OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Hght ----- Wdth ----- Dpth Hght ---- ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght ---- Ext ---- Dpth ---- Hght ---- LIVING 11 Window 15.0 5.0 3.0 6.0 0.3 1.0 14.7 1.0 11.8 4.5 14.7 12.6 15.2 12 Window 15.0 5.0 3.0 6.0 0.3 4.3 11.4 4.3 11.8 4.5 11.4 12.6 15.2 13 Window 15.0 5.0 3.0 6.0 0.3 7.7 8.0 7.7 11.8 4.5 8.0 12.6 15.2 14 Window 15.0 5.0 3.0 6.0 0.3 11.0 4.7 11.0 11.8 4.5 4.7 12.6 15.2 15 Window 5.0 1.7 3.0 6.0 5.5 1.0 14.7 1.0 11.8 4.5 14.7 12.6 15.2 16 Window 5.0 1.7 3.0 6.0 5.5 4.3 11.4 4.3 11.8 4.5 11.4 12.6 15.2 17 Window 5.0 1.7 3.0 6.0 5.5 7.7 8.0 7.7 11.8 4.5 8.0 12.6 15.2 18 Window 5.0 1.7 3.0 6.0 5.5 11.0 4.7 11.0 11.8 4.5 4.7 12.6 15.2 21 Door 21.0 7.0 3.0 6.0 0.3 14.4 1.3 14.4 11.8 4.5 1.3 12.6 15.2 INTER -ZONE SURFACES Area ------------------- Insul Form 3 Surface ------------ (sf) U -value R-val Reference Location/Comments ------ LIVING/SLEEPING --------- ------- -------------- ---------------------- 1 Floor 800 0.293 R-0 NONE 2 Floor 126 20.000 R-0 NONE Stair opening COMPUTER METHOD SUMMARY Page 4 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Coffman Residence Date........ 05/04/94 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Donna Wallace Run -Coffman Residence ------------------------------------------------------------------------------- HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- ------ -------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ This building incorporates a Zonally Controlled HVAC System. Selected windows (excluding French doors, skylights and glass block) shall be by Andersen Windows and will include argon gas between panes and low -e glass. Maximum U -value: 0.33 Reference: NFRC Certified Products Directory, November 193 ed. Note: For ease of plan checking all windows (excluding French doors, skylights and glass block) were modeled as sliders. This is recommended on page 2-37 of the Micropas v4.0 manual. Minimum Duct Duct Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Efficiency ---------- LIVING Furnace 0.780 AFUE Crawlspace R-4.2 0.880 ACSplit 10.20 SEER Crawlspace R-4.2 0.910 SLEEPING Furnace 0.780 AFUE Attic R-4.2 0.880 ACSplit 10.20 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- ------ -------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ This building incorporates a Zonally Controlled HVAC System. Selected windows (excluding French doors, skylights and glass block) shall be by Andersen Windows and will include argon gas between panes and low -e glass. Maximum U -value: 0.33 Reference: NFRC Certified Products Directory, November 193 ed. Note: For ease of plan checking all windows (excluding French doors, skylights and glass block) were modeled as sliders. This is recommended on page 2-37 of the Micropas v4.0 manual. CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Coffman Residence Date.. 05/04/94 -----------------------------------------=------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -FORM 3R User#-MP0995 User -Donna Wallace Run -Coffman Residence ------------------------------------------------------------------------------- ----------------------------- Reference Name W.23.2X6.16 Z Description .... Wall R-23 2x6 16oc 3 Type ........... Wall R -Value ........ 23 sf-F/Btuh 4 Framing / Material .. FIR.2X6 Spacing ..... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 23.27 x 0.85) + (1 / 10.92 x 0.15) = 0.050 Btuh/sf-F Total R -Value: 1 / 0.050 = 19.90 sf-F/Btuh Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value O. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0..88 0.875 in stucco 0.17 0.17 2. STYRENE.1.00 1.00 in polystyrene 4.00 4.00 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 in fir framing -- 5.45 4. GYP.0.50 0.50 in gypsum or plasterboard 0.45 0.45 I. FILM.IN-.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 23.27 --------- 10.92 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 23.27 x 0.85) + (1 / 10.92 x 0.15) = 0.050 Btuh/sf-F Total R -Value: 1 / 0.050 = 19.90 sf-F/Btuh HVAC SIZING ----------------------------------------- ----------------------------------------- Project Title.......... Coffman Residence Project Address........ Dorrett Drive Forest Ranch, CA Documentation Author... Donna Wallace Company ................ Donna Wallace Telephone .............. (916) 893-4982 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Page 1 HVAC Date ........ 05/04/94 --------------------- Building Permit Plan Check / Date Field Check/ Date --------------------- ------------------------------------------ MICROPAS4 v4.02 File-COFFMAN2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User -Donna Wallace Run -Coffman Residence ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 2743 Volume.. ..... .......... 25353 Front Orientation.......... Front Sizing Location............ CHICO Latitude ... ...... ........ 39.7 Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used....... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 sf cf Facing 270 deg (W) EXP STA degrees HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) ----------- Opaque Conduction and Solar...... 12414 5700 Glazing Conduction ............... 11150 6223 Glazing Solar .................... n/a 26733 Infiltration ..................... 16032 5268 Internal Gain .................... n/a 2100 Ducts ............................ 3960 3241 Sensible Load .................... 43556 49265 Latent Load ...................... n/a 9853 Minimum Total Load ----------- 43556 ----------- 59118 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 2 HVAC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Coffman Residence Date........ 05/04/94 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.02 File-COFFMAN2 Wth-CT211S92 Program -HVAC SIZING User#-MP0995 User -Donna Wallace Run -Coffman Residence ------------------------------------------------------------------------------- HEATING AND COOLING LOAD SUMMARY BY ZONE ---------------------------------------- ZONE 'LIVING' Floor Area ....................... 1788 sf Volume ........................... 16290 cf Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) ----------- Opaque Conduction and Solar...... 8944 3418 Glazing Conduction ............... 6059 3382 Glazing Solar .................... n/a 14951 Infiltration ..................... 10301 3385 Internal Gain ................... n/a 2100 Ducts ............................ 2530 1362 Sensible Load .................... 27835 28597 Latent Load ...................... n/a 5719 Minimum Zone Load 27835 34317 ZONE 'SLEEPING' FloorArea ....................... 955 sf Volume .......................... 9063 cf Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) ----------- Opaque Conduction and Solar...... 3470 2282 Glazing Conduction ............... 5091 2841 Glazing Solar .................... n/a 11782 Infiltration ..................... 5731 1883 InternalGain .................... n/a 0 Ducts ............................ 1429- 1879 Sensible Load .................... 15721 20668 Latent Load.., ................... n/a 4134 Minimum Zone Load ----------- 15721 ----------- 24801 Nichols • Melburg Rossetto A I .A a S S o c i a t e S . ti �4 January 20, 1994 John Henry Plan Check Engineer Butte County Building Department 7 County Center Drive Croville, Ca. 95965 RE. Coffman Residence Dear John: Pursuant to our phone conversation of January 20, 1994, I am proceeding with the design of my own residence using steel stud exterior bearing walls for both gravity and lateral loads. The lateral load resisting system shall be designed within the Target Design shear values outlined in Table 4 on page 9 of APR's Research Report 154 dated July 1990. We will particularly address the end conditions of all shear walls per the APA report. Thank you very much for your help and cooperation. I look forward to submitting my plan for your review. E. offman, 'r sident Melburg & Rossetto, AIA LEC/ja MEMBERS AMERICAN INSTITUTE OF.ARCHITECTS ■ 434 Broadway Chico, California 95928 (916) 8914710 e TJXpert Layout Service for TrusJoist MacMillan engineered wood products distributed by Prime Source/Sequoia Supply Fairfield, CA (707) 864-1711 Job # P" 25 - Designer km of Dealer 'Z Location Contact '2 Project Address o e -7T T 2, C Architect L -410- 0-Y COPPr-,hY Engineer Job information Log in date _ Ar'ved how _ Date req'd Est date out _ Job start Progress dates Date out 5 Z Mailed how Floor Load: Live PSF, Dead -2, other Roof Load: Live PSF, Dead PSF, other Live PSF, Dead —� PSF, other �e The attached package is not a "shop drawing". If "shop drawings" are a requirement of this package, then this office must be notified prior to ordering of material. Pricing will be subject to the cost of having the involvement of an engineer outside of this establishment. Any questions about these layouts, please address this office. For any problems, questions or difficulties that may develop in the field, contact this office immediately as any unauthorized action may have an adverse effect on the performance of the joist system. Dimensions on the contract drawings are to be referenced prior to and during construction and shall be considered accurate over these layouts. Plumbing drops, HVAC runs and access openings may not have been addressed on these layouts. Adjust take off as necessary. Notes: 1. The attached joist layouts and calculations (if any) must be checked for accuracy and compatibility by the designer/engineer of record. Full approval of the joist sizes, types, lengths, on center spacing, deflection criteria, etc., is necessary before ordering joists. 2. This office has supplied the above mentioned dealer with these layouts as a service for sizing a joist system with compatible support beams based on information provided by others. These layouts are solely an interpretation. Any references to the requirements of mid -span blocking, bearing blocks, edge blocks, double rim joist, additional joist(s) under nonbearing parallel partitions, cross bridging, lateral calculations, etc., is subject to the specifications of the particular designer/engineer of record or to local building department requirements, in which case, these layouts may need to be hand altered, by others, to show such requirements and material lists modified to reflect the material changes. TJXpert Layout Service for TrusJoist MacMillan engineered wood products distributed by Prime Source/Sequoia Supply Fairfield, CA (707) 864-1711 Job # P 5 Notes (cont.) 3. Exposed joists, for redwood decking, etc., are by others. 4. Hardware, shown on these layouts, may require comparisons with existing hardware to insure proper carrying capacity. Additional hardware (hold downs, framing angles, straps, etc.) may be required but do not show on these layouts. Adjust as necessary. 5. Substitution of equal sized 2.0E Parallam for multiple member 1.8E Micro=Lam is OK as a 2.0E member provides superior strength over the 1.8E product. Be advised that some specified jobs may have 2.0E Micro =Lam sized and that substituting 1.8E Micro=Lam will reduce the carrying capacity of those Micro =Lams to undesirable levels. Verify specification and substitute Parallam where possible. 6. Substitutation of Timberstrand for TH rim, parallel rim, shear wall member, etc., OK as long as such conditions are 100% supported and are not free spanning. Timberstrand end closure, for ends of cantilevers, is OK in place of 3/4" plywood. 7. Parallam column stock offers a superior alternative to standard 4x4, 4x6, 6x6 and 8x8. Check with this office for information on conversions, availability and pricing. Equal size substitution is OK. Down sizing may be OK with the proper design information. 8. Furring strips to bring dropped floors back to level or to achieve positive drainage on flat roof and enclosed deck conditions are by others. . . 9. Other beams and headers may be required, such as glulams, steel I beams, etc., but do not appear on this layout or cutlist. Compare these layouts with the contract drawings and adjust material requirements as necessary. TJXpert Software PRIME SOURCE Ver. 4.20 Sat 5/14/94 10:09 pm Residential Floor Joist Filename PR0259.L15 JA# 1 G4ued and Nailed Decking Deflection Criteria: L/600 live, L/360 total 9.990" max. Standard loads: 40 psf live, 12 psf dead, 100% duration Non-standard Loads (Unif., Tri. & Area loads replace Standard Loads): v v 9'9.38" Reactions (total): 536# 1018# Reactions (plf ): Total 335 636 100% 218 490 Dead 118 147 Calculated Moment (Ft -lbs) 995. Shear (lbs) 443 . Live load Deflection .05" Total load Deflection .06" 9'9.38" Limitation 343% 278% L/999+ L/999+ 536# 335 218 118 NOTE: 4% increase in bending strength taken for repetitive member use. 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at ' 0' .0", 19' 6.8", to support point load from above. Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. Live Dead -Type Begin End Start End Start End Duration Point(plf) 0' .00" 6 2 100% Roint(plf ) 0' .00" 40 12 100% Point(plf) 0' .00" 0 60 100% Point(plf) 19' 6.75" 6 2 100% Point(plf) 19' 6.75" 40 12 100% Point(plf) 19' 6.75" 0 60 100% v v 9'9.38" Reactions (total): 536# 1018# Reactions (plf ): Total 335 636 100% 218 490 Dead 118 147 Calculated Moment (Ft -lbs) 995. Shear (lbs) 443 . Live load Deflection .05" Total load Deflection .06" 9'9.38" Limitation 343% 278% L/999+ L/999+ 536# 335 218 118 NOTE: 4% increase in bending strength taken for repetitive member use. 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at ' 0' .0", 19' 6.8", to support point load from above. Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. TJXpert Layout Service for TrusJoist MacMillan engineered wood products distributed by Prime Source/Sequoia Supply Fairfield, CA (707) 864-1711 Job # P2�6 25 Designer km IJ Dealer 'Z Location Contact '2 Project COF Wit-, n Address b o t T T T 2 C Architect u,v n- ay Co pp rti Engineer Job information Log in date _ Ar'ved how _ Date req'd _ Est date out _ Job start Progress dates Date out 'S Z Mailed how Floor Load: Live PSF, Dead '7, PSF, other Roof Load: Live PSF, Dead PSF, other Live &0 PSF, Dead —� PSF, other — The attached package is not a "shop drawing". If "shop drawings" are a requirement of this package, then this office must be notified prior to ordering of material. Pricing will be subject to the cost of having the involvement of an engineer outside of this establishment. Any questions about these layouts, please address this office. For any problems, questions or difficulties that may develop in the field, contact this office immediately as any unauthorized action may have an adverse effect on the performance of the joist system. Dimensions on the contract drawings are to be referenced prior to and during construction and shall be considered accurate over these layouts. Plumbing drops, HVAC runs and access openings may not have been addressed on these layouts. Adjust take off as necessary. Notes: 1. The attached joist layouts and calculations (if any) must be checked for accuracy and compatibility by the designer/engineer of record. Full approval of the joist sizes; types, lengths, on center spacing, deflection criteria, etc., is necessary before ordering joists. 2. This office has supplied the above mentioned dealer with these layouts as a service for sizing a joist system with compatible support beams based on information provided by others. These layouts are solely an interpretation. Any references to the requirements of mid -span blocking, bearing blocks, edge blocks, double rim joist, additional joist(s) under nonbearing parallel partitions, cross bridging, lateral calculations, etc., is subject to the specifications of the particular designer/engineer of record or to local building department requirements, in which case, these layouts may need to be hand altered, by others, to show such requirements and material lists modified to reflect the material changes. TJXpert Layout Service for TrusJoist MacMillan engineered wood products distributed by Prime Source/Sequoia Supply Fairfield, CA 5- (707) 864-1711 Job # PR4 ;7-5 °� Notes (cont.) 3. Exposed joists, for redwood decking, etc., are by others. 4. Hardware, shown on these layouts, may require comparisons with existing hardware to insure proper carrying capacity. Additional hardware (hold downs, framing angles, straps, etc.) may be required but do not show on these layouts. Adjust as necessary. 5. Substitution of equal sized 2.0E Parallam for multiple member 1.8E Micro=Lam is OK as a 2.0E member provides superior strength over the 1.8E product. Be advised that some specified jobs may have 2.0E Micro=Lam sized and that substituting 1.8E Micro=Lam will reduce the carrying capacity of those Micro=Lams to undesirable levels. Verifiy specification and substitute Parallam where possible. 6. Substitutation of Timberstrand for TJI rim, parallel rim, shear wall member, etc., OK as long as such conditions are 100% supported and are not free spanning. Timberstrand end closure, for ends of cantilevers, is OK in place of 3/4" plywood. 7. Parallam column stock offers a superior alternative to standard 4x4, 4x6, 6x6 and 8x8. Check with this office for information on conversions, availability and pricing. Equal size substitution is OK. Down sizing may be OK with the proper design information. 8. Furring strips to bring dropped floors back to level or to achieve positive drainage on flat roof and enclosed deck conditions are by others. 9. Other beams and headers may be required, such as glulams, steel I beams, etc., but do not appear on this layout or cutlist. Compare these layouts with the contract drawings and adjust material requirements as necessary. JXpert Software PRIME SOURCE Sat .5/14/94 er. 4.20 10:10 pm esidential Floor Joist Filename PR0259.L10 JA# 9 'ued and Nailed Decking eflection Criteria: L/600 live, L/360 total 9.990" max. -andard loads: 40 psf live, 12 psf dead, 100% duration on -standard Loads (Unif., Tri. & Area loads replace Standard Loads): 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at 0' .0'', 25' 6.4", to support point load from above. Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. Live Dead Type Begin End Start End Start End Duration ,oint(plf ) 0' .00" 0 60 100% �oint(plf ) 0' .00" 0 60 100% -"oint(plf) 25' 6.38" 0 60 100% :Doint(plf) 25' 6.38" 0 60 100% v ------------------------------------------------------------ v 12'3.88" 13'2.50" eactions (total)': 626# 1329# 658# .eactions (Plf): otal 391 831 411 00% 217 639 230 ;ead 175 192 181 Calculated Limitation .oment (Ft -lbs) 1701 . 201% near (lbs) 612 . 201% ..ive load Deflection .15" L/999+ otal load Deflection .18" L/884 !OTE: 4% increase in bending strength taken for repetitive member use. 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at 0' .0'', 25' 6.4", to support point load from above. Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. 7Xpert Software PRIME SOURCE �3r . 4.20 residential Floor Joist Filename: _ued and Nailed Decking ?flection Criteria: L/600 live, L/360 total andard loads: 40 psf live, 12 psf dead, ;n -standard Loads (Unif., Tri Sat 5/14/94 10 10 pm PR0259.L10 JA# 8 9.990" max. 100% duration & Area loads replace Standard Loads): 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at 0' .0", 10'11.0", to support point load from above. Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise,' Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. Live Dead Type Begin End Start End Start End Duration :-oint(plf ) 0' .00" 0 60 100% =,oint(plf ) 0' .00" 0 60 100% :-oint(plf) 10,11.00" 0 60 100% ::,oint(plf) 10,11.00" 0 60 100% v ------------------------------------------------------------ ------------------------------------------------------------ v 10'11.00" :actions (total): 647# 647# -reactions ( Plf ): otal 404 404 00% 219 219 read 186 186 Calculated Limitation :oment (Ft -lbs) 1239 . 276% near (lbs) 454 . 217% .ive load Deflection .11" L/999+ ,Dtal load Deflection .14" L/933 ;OTE: 4% increase in bending strength taken for repetitive member use. 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at 0' .0", 10'11.0", to support point load from above. Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise,' Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. ?Xpert Software PRIME SOURCE Sat 5/14/94 S;r. . 4.20 10:10 pm esidential Floor Joist Filename: PR0259.LIO JA# 4 :_ued and Nailed Decking .eflection Criteria: L/600 live, L/360 total 9.990" max. .-andard loads: 40 psf live, 12 psf dead, 100% duration :on -standard Loads (Unif., Type Begin -:;oint(plf ) 0' .00" loint(plf ) 0' .00" -L,oint(plf) 12'11.00" ?oint( plf) 12'11 .00" Tri. & Area loads replace Standard Loads): Live Dead End Start End Start End Duration 0 60 100% 0 60 100% 0 60 100% 0 60 100% v ------------------------------------------------------------ ------------------------------------------------------------ v 12'11.00" reactions ( total ): . 730# 730# -:actions (Plf ): otal 456 456 00% 259 259 .read 198 198 Calculated Limitation -oment (Ft -lbs) 1735 . 197% hear (lbs) 537 . 184% load Deflection .20" L/776 otal load Deflection .26" L/597 1OTE: 4% increase in bending strength taken for repetitive member use. • 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at 0' .0", 12'11.0", to support point load from above. Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. "-7Xpert Software PRIME SOURCE r . 4.20 Sat 5/14/94 10:10 pm -�sidential Floor Joist Filename: Pk0259.LlO JA# 1 ..ued and Nailed Decking --?flection Criteria: L/600 live, L/360 total 9.990" max. .-andard loads: 40 psf live, 12 psf dead, 100% duration :on -standard Loads (Unif., Tri. & Area loads replace Standard Loads): Live Dead Type Begin End Start End- Start End Duration =�oint(plf ) 0' .00" 0 60 100% '.'-oint(plf ) 0' .00" 0 60 100% v ------------------------------------------------------------ ------------------------------------------------------------ 7'8.50" 1115.50" :�'actions (total): 456# 1029# 401# <actions (plf otal 285 643 251 -00% 139 495 195 :ead 147 149 56 Calculated Limitation •;oment (Ft -lbs) 1065 . 321% near (lbs) 504 . 244% ._ive load Deflection .08" L/999+ otal load Deflection .10" L/999+ ;OTE: 4% increase in bending strength taken for repetitive member use. - 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at 0' .011 , • to support point load from above. Design results shown are for maximum load combinations at critical stress. rOPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, 'a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that -the sizing of its products by this software will be accomplished in accordance with.Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. -JXpert Software PRIME SOURCE er. . 4.20 -esidential Floor Joist :.ued and Nailed Decking Sat 5/14/94 10:10 pm Filename PR0259.L1O JA# 3 -eflection Criteria: L/600 live, L/360 total 9.990" max. .•�andard loads: 40 psf live, 12 psf dead, 100% duration .on -standard Loads (Unif., Tri. & Area loads replace Standard Loads): 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at 0' .0", 24' 8.01' , to support point load from above. .design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. Live Dead Type Begin End Start End Start End. Duration =%oint(plf ) 0' .00" 0 60 100% ::)oint(plf ) 0' .00" 0 60 100% -�oint(plf) 24' 8.00" 0 60 100% =aoint(plf) 24' 8.00" 0 60 100% v ------------------------------------------------------------ v 1115.50" 13'2.50" .-yactions (total): 594# 1288# 657# -.actions (plf ): otal 372 805 411 00% 203 620 229 .;ead 169 186 182 Calculated Limitation -oment (Ft -lbs) 1606. 213% near ( lbs) 605. 203% _ive load Deflection .15" L/999+ otal load Deflection .18" L/885 'OTE: 4% increase in bending strength taken for repetitive member use. 9 1/2" TJI/25DF joist 19.2" O.C. spacing Full depth blocking may be required at 0' .0", 24' 8.01' , to support point load from above. .design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. I TJXpert Layout Service for TrusJoist MacMillan engineered wood products i;. distributed by Prime Source/Sequoia Supply Fairfield, CA n _ (707)864-1711 Job # IY PJ� 2 5 Designer (.-)M of Dealer 'Z Location Contact Project CO FF�-r-L ,-t 6— Address Address UL T 2*I)C Architect l_ n - 2 Co rt Engineer Job information Log in date Ar'ved how _ Date req'd _ Est date out _ Job start Progress dates Date out a Z Mailed how Floor Load: Live PSF, Dead _�� PSF, other Roof Load: Live PSF, Dead PSF, other Live PSF, Dead _�_ PSF, other ID &_Ct The attached package is not a "shop drawing". If "shop drawings" are a requirement of this package, then this office must be notified prior to ordering of material. Pricing will be subject to the cost of having the p, involvement of an engineer outside of this establishment. Any questions about these layouts, please address this office. For any problems, questions or difficulties that may develop in the field, contact this office immediately as any unauthorized action may have an adverse effect on the performance of the joist system. Dimensions on the contract drawings are to be referenced prior to and during construction and shall be considered accurate over these layouts. Plumbing drops, HVAC runs and access openings may not have been addressed on these layouts. Adjust take off as necessary. Notes: 1. The attached joist layouts and calculations (if any) must be checked for accuracy and compatibility by the designer/engineer of record. Full approval of the joist sizes, types, y' lengths, on center spacing, deflection criteria, etc., is necessary before ordering joists. a 2. This office has supplied the above mentioned dealer with these layouts as a service for sizing a joist system with compatible support beams based on information provided by others. These layouts are solely an interpretation. Any references to the requirements of mid -span blocking, bearing blocks, edge blocks, double rim joist, additional joist(s) under nonbearing parallel partitions, cross bridging, lateral calculations, etc., is subject to the specifications of the particular designer/engineer of record or to local building department requirements, in which case, these layouts may need to be hand altered, by others, to show such requirements and material lists modified to reflect the material changes. A, . TJXpert Layout Service for TrusJoist MacMillan engineered wood products distributed by Prime Source/Sequoia Supply Fairfield, CA (707) 864-1711 Job # P� �- 5 °) Notes (cont.) 3. Exposed joists, for redwood decking, etc., are by others. 4. Hardware, shown on these layouts, may require comparisons with existing hardware to insure proper carrying capacity. Additional hardware (hold downs, framing angles, straps, etc.) may be required but do not show on these layouts. Adjust as necessary. 5. Substitution of equal sized 2.0E Parallam for multiple member 1.8E Micro=Lam is OK as a 2.0E member provides superior strength over the 1.8E product. Be advised that some specified jobs may have 2.0E Micro =Lam sized and that substituting 1.8E Micro=Lam will reduce the carrying capacity of those Micro =Lams to undesirable levels. Verify specification and substitute Parallam where possible. 6. Substitutation of Timberstrand for TH rim, parallel rim, shear wall member, etc., OK as long as such conditions are 100% supported and are not free spanning. Timberstrand end closure, for ends of cantilevers, is OK in place of 3/4" plywood. x" 7. Parallam column stock offers a superior alternative to standard 4x4, 4x6, 6x6 and 8x8. Check with this office for information on conversions, availability and pricing. Equal size substitution is OK. Down sizing may be OK with the proper design information. 8. Furring strips to bring dropped floors back to level or to achieve positive drainage on flat roof and enclosed deck conditions are by others. 9. Other beams and headers may be required, such as glulams, steel I beams, etc., but do not appear on this layout or cutlist. Compare these layouts with the contract drawings and adjust material requirements as necessary. _ .J rJXpert Software PRIME SOURCE Sat 5/14/94 der. 4.20 10:07 pm Residential Floor Joist Filename PR0259.L18 JA# 11 31yed and Nailed Decking Deflection Criteria: L/600 live, L/360 total 9.990" max. Standard loads: 40 psf live, 12 psf dead, 100% duration Non-standard Loads (Unif., Tri. & Area loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif .( psf ) 0' .00" 9' 8.501, 60 25 100% Point(plf ) 0' .00" 60 140 '125% vXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX ------------------------------------------------------------ ------------------------------------------------------------ 9'8.50" Reactions ( total ): 817# R6actions (plf ). Total 613 125% 60 100 % 292 Dead 262 Moment (Ft -lbs) Sh6ar (lbs) Live load Deflection Tot.,al load Deflection Calculated Limitation 1335. 256% 550. 179% .09" L/999+ .13" L/909 551# 413 292 122 NOPE: 4% increase in bending strength taken for repetitive member use. 9 1/2" TJI/25DF joist 16.0" O.C. spacing Full depth blocking may be required at 0' .011, to support point load from above. Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. rJXpert Software PRIME SOURCE Jer . 4.20 Sat 5/14/94 10 07 pm Residenti-4Floor Joist Filename PR0259.L18 JA# 13 clued and'Nailed Decking Deflection Criteria: L/600 live, L/360 total 9.990" max. Standard loads: 40 psf live, 12 psf dead, 100% duration 19'5.88" Reactions (total): • 676# 676# Reactions (Plf ): Total 507 507 100% 390 390 Dead 117 117 Calculated Limitation Moment (Ft -lbs ) 3292. 169% Shear (lbs) 676 . 146% Live load Deflection .35" L/674 Total load Deflection .45" L/518. NOTE: 4% increase in bending strength taken for repetitive member use. 14" TJI/25DF joist 16.0" O.C. spacing Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan P,roduct design criteria as published in Dealer Products literature. Refer to those guides for installation and application information - TJXpert Software PRIME SOURCE Ver. 4.20 Resyidenti•al Floor Joist Filename: Glued and Nailed Decking Deflection Criteria: L/600 live, L/360 total Standard loads: 40 psf live, 12 psf dead, Sat 5/14/94 10:07 pm PR0259.L18 JA# 15 ( 1/ 6) 9.990" max. 100% duration Non-standard Loads (Unif., Tri. & Area loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Point(plf ) 3' 4.25" 240 240 125% v Reactions (total): 1347# Reactions (plf ) : Total 1010 125% 206 100% 462 Dead 344 Moment (Ft -lbs) Shear (lbs) Live load Deflection Total load Deflection 23'.75" Calculated Limitation 5162. 219% 1346. 129% .44" L/623 .62" L/443 893# 670 35 462 174 NOTE: 4% increase in bending strength taken for repetitive member use. 14" TJI/55DF joist 16.0" O.C. spacing Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan 1988-1994. T'JI,MICRO=LAM and Parallam are registered trademarks of Trus Joist.MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation and application information. 05-25-1994 T J S P� C T M TJSPECB x4.10 sn:143123107 NICHOLS*MELBURG*ROSSETTO 434 BP,OADWO CHICO, CA 95928 USA Phone: 916 8914110 Page 1 of 1 1111 --------------------------------------------------------------------------------------------------7--------------------- Name: DOUGLAS C MOON Project Name: COFFMAN RESIDENCE Page Title: FLOOR, BEAM Type: #10 ' , Based on ALLOWABLE STRESS DESIGN ( ASD ) UBC building code for Custom TJM products 9473 432% -------------------------------------- Application.,,,,.,. Floor - Res. ' -------------------------------------- Deflection Criteria --------------------------------------------- (MR) Member fte................. BEAM load Classification,....., Floor LL Defl TL Def] Member Top Slope(in/ft)... 0,000 Load Duration Factor...,,,.. 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 1,000 L/409 Floor Decking......,....,,,, N/A Dead Load(psf)............. 12,0 Repetitive Member Use,,.,,,, N/A Partition Load(psf)......... 0.0 Reinforced Overhangs......,, N/A Tributary Width('-").... 4- 6,00 I 3.5" x 14" Parallam(R) WS PSL 2.0E 20'- 0.00 ------------------------------------------ S I i E A N.A L Y S I S - A S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate, The maximum uhbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Maximum Design Allowable Control , Shear(lb) 2481 2191 l 9473 432% LT. end Span 1 under Floor loading Moment(ft-lb) 12403 12403 t 27161 219% MID Span 1 under Floor loading Live Defl.(in) 0,426 t 0.667 L/563 MID Span 1 under Floor loading Total Defl.(in) 0..581 l 1,000 L/409 MID Span 1 under Floor loading Span 1 " Max. Reaction Total(lb) 2481 2481 L-ive(lb) 1800 1800 Required Brg. Length(in) 1.50(W) 1.50(W) Max, Unbraced Length(in) 445 Copyright W 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, Parallam(R) is a reGistered trademark of Trus Joist MacMillan. 05-21-1994 T i S lD C�D Page 1 of 1 'TJSPECB• v4.10 sn:143123107 1111 5.25" x 14"•Parallam(R) WS PSL 2.0E ------------------------=----------------- S I t E A N A L Y S I S - A S D -------------------------- = -------------- - IMPORTANT! The analysis presented below is output from software developed by Trus Joist-MaCMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by.a TJM Associate. . The maximum unbraced lengths) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Maximum NICH0WLS*MELBLJRG*R0SSETT0 Allowable Control 434 BROADWAY CHICO, CA 9592E USA Phone: 9,16 891-1710 14210 355% BEAM til end Span 1 under Floor loading Moment(ft-lb) 22657 22657 ( _ _ _ __ Name LARRY COFFMAN Project Name:.COFFMAN RESIDENCE Page Title: Fico -- -------------------------------- So" • 7yy^ - Based on ALLOWABLE STRESS DESIGN ( ASD ) UBC building code for --------}------- Custom TJM products MID --------------------------------------------- Application........ Floor - Res. Deflection Criteria (MR) Member Use ................. BEAM Load Classification....... Floor LL Defl TL Defl 'Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span i L/360 L/240 Roof Slope(in/ft)... ...... 0.000 Live Load(psf)..........:.. 40.0 Floor Decking......., N/A Dead Load(psf)............. 12.0 Repetitive Member Use....... N/A Partition Load(psf)........ 20.0 Reinforced Overhangs........ N/A Tributary Width('-").... 6- 0.00 5.25" x 14"•Parallam(R) WS PSL 2.0E ------------------------=----------------- S I t E A N A L Y S I S - A S D -------------------------- = -------------- - IMPORTANT! The analysis presented below is output from software developed by Trus Joist-MaCMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by.a TJM Associate. . The maximum unbraced lengths) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Maximum Design Allowable Control Shear(lb) 45011 4003 ( 14210 355% LT. end Span 1 under Floor loading Moment(ft-lb) 22657 22657 ( 40742 lE0% MID Span 1 under Floor loading Live Defl.(in) w 0.379 ( 0.667 L/634 MID Span 1 under Floor loading Total Defl.(in) 0.715 ( 1.000 L/336 MIC Span 1 under Floor loading ----------------^ " Span 1 Max. Reaction Total(lb)- 4531 4531 Live(lb) 2400 2400 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 822 Copyright 111 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, Parallam(l) is a registered trademark of Trus Joist MacMillan. TJSpecTW is a trademark of Trus Joist MacMillan. TJXpert Layout Service for TrusJoist MacMillan engineered wood products distributed by Prime Source/Sequoia Supply Fairfield, CA (707) 864-1711 Job # Designer of - Dealer ? ` Location Contact `2 Project F�� •-t Address o e -7T Dd– pop=ja��-r 2 C Architect LA 2!2 Co n Engineer Job information Log in date Ar'ved how Date req'd Est date out Job start Progress dates Date out Z Mailed how Floor Load: Live PSF, Dead I -z, PSF, other Roof Load: Live PSF, Dead PSF, other Live PSF, Dead —� PSF, other &-e The attached package is not a "shop drawing". If "shop drawings" are a requirement of this package, then this office must be notified prior to ordering of material. Pricing will be subject to the cost of having the involvement of an engineer outside of this establishment. Any questions about these layouts, please address this office. For any problems, questions or difficulties that may develop in the field, contact this office immediately as any unauthorized action may have an adverse effect on the performance of the joist system. Dimensions -on the contract drawings are to be referenced prior to and during construction and shall be considered accurate over these layouts. Plumbing drops, HVAC runs and access openings may not have been addressed on these layouts. Adjust take off as necessary. Notes: 1. The attached joist layouts and calculations (if any) must be checked for accuracy and compatibility by the designer/engineer of record. Full approval of the joist sizes, types, lengths, on center spacing, deflection criteria, etc., is necessary before ordering joists. 2. This office has supplied the above mentioned. dealer with these layouts as a service for sizing a joist system with compatible support beams based on information provided by others. These layouts are solely an interpretation. Any references to the requirements of mid -span blocking, bearing blocks, edge blocks, double rim joist, additional joist(s) under nonbearing parallel partitions, cross bridging, lateral calculations, etc., is subject to the specifications of the particular designer/engineer of record or to local building department requirements, in which case, these layouts may need to be hand altered, by others, to show such requirements and material lists modified to reflect the material changes. TJXpert Layout Service. for TrusJoist MacMillan engineered wood products distributed by Prime Source/Sequoia Supply Fairfield, CA _ (707) 864-1711 Job # Notes (cont.) 3. Exposed joists, for redwood decking; etc., are by others. 4. Hardware, shown on these layouts, may require comparisons with existing hardware to insure proper carrying capacity. Additional hardware (hold downs, framing angles, straps, etc.) may be required but do not show on these layouts. Adjust as necessary. S. Substitution of equal sized 2.0E Parallam for multiple member 1.8E Micro=Lam is OK as a 2.0E member provides superior strength over the 1.8E product. Be advised that some specified jobs may have 2.0E Micro=Lam sized and that substituting 1.8E Micro=Lam will reduce the carrying capacity of those Micro =Lams to undesirable levels. Verify specification and substitute Parallam where possible. 6. Substitutation of Timberstrand for TH rim, parallel rim, shear wall member, etc., OK as long as such conditions are 100% supported and are not free spanning. Timberstrand end closure, for ends of cantilevers, is OK in place of 3/4" plywood. 7. Parallam column stock offers a superior alternative to standard 4x4, 4x6, 6x6 and W. Check with this office for information on conversions, availability and pricing. Equal size substitution is OK. Down sizing may be OK with the proper design information. 8. Furring strips to bring dropped floors back to level or to achieve positive drainage on flat roof and enclosed deck conditions are by others. 9. Other beams and headers may be required, such as glulams, steel I beams, etc., but do not appear on this layout or cutlist. Compare these layouts with the contract drawings and adjust material requirements as necessary. TJXpert Software PRIME SOURCE Ver. 4-20 Sat 5/14/94 10:10 pm Residential Floor Joist Filename: PR0259.L05 JA# 2 Glued and Nailed Decking Deflection Criteria: L/600 live, L/360 total 9..990" max. 1407# Standard loads: 40 psf live, 12 psf dead, 100% duration Nan -standard Loads (Unif., Tri. & Area loads replace Standard Loads): 100% 594- Live Dead 549 Type Begin End Start End Start End Duration °Point(plf ) 0' .00" 0 60 100% Point(plf) 0' .00" 0 60 100% Point(plf) 0' .00" 0 60 100% Point(plf) 0' .00" 400 120 100% Roint(plf) 19' 6.75" 0 60 100% Point(plf) 19' 6.75" 400 120 100% Point(plf) 19' 6.75" 0 60 100% Point(plf) 19' 6.75" 0 60 100% v v 11'3.38" 8'3.38" Reactions (total): 1516# 1037# 1407# Reactions (plf ): Total 948 649 880 100% 594- 499 549 Dead 355 150 332 Calculated Limitation Moment (Ft -lbs) 1065 . 321% Shear (lbs) 498 . 247% Live load Deflection .08" L/999+ Total load Deflection .10" L/999+ NOTE: 4% increase in bending strength taken for repetitive member use. 9 1/2" TJI/25DF joist 19.2".O.C. spacing Full depth blocking may be required at 0' .0", 19' 6.8", to support point load from above. - Design results shown are for maximum load combinations at critical stress. LOPYRIGHT (C) Trus Joist MacMillan 1988-1994. TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by this software will be accomplished in accordance with Trus Joist MacMillan product design criteria as published in Dealer Products literature. Refer to those guides for installation.and application information. RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER A.P. # (� 3 Plan Checker o� 5 GENERAL F onin requirements: (sideyards and number of g q y permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc),.. Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). Flood & FAS road setback. (noise, CDF, fire sprinklers, non -comb- -tom building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Q Required windows for light and ventilation (Sec. 1205). t3� Required windows for second -exit (Sec. 1204). Ur'- Skylights '(Chapter 34 & Sec. 5207). , � Human impact glass (Sec. 5406). - Required room sizes, ceiling heights (Sec: 1207°). ; GFCIs in baths,•gatage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles' for main-, tenance of mecha ical- uipment. 9. Locations of water heater eating and cooling equipment, other electrical gas equipment. arage firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (sec. 3304 M. Fireplace and wood stove location, alcoves, and clearance. " Smoke detectors (Sec. 1210). F�4 Plumbing fixtures, water closet clearances and shower size. ` STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. tFloor construction details complete enough to construct building. Elevations and wall. construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. Rafter ties or bearing ridge beam. ` Garage door' or porch header sizes. Stud heights. 1-3- Adobe soils - special foundation design. 1/. Retaining walls requiring design. - Special Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). . Roof covering type -_,(fire hazard). ,7!- Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). tic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. Energy design. Flashing at all exterior openings. . OF responsible area requirements. a� G � a7 J 00 I.Q -P O . 306 PLANNING DIVISION - BUILDING PLAN APPROVAL Use: '^c," Date: , (24LO9 Paddng: Other. Signature: WELL WATER LINE 15' LP GAS - EXISTING TAN POWER POLL �� S ELECTRIC METER D�R�E T\DR 48 --PROP❑SED �/ POWER LINE 100 FT CROP❑SE WATER LINE N 15'-10 CUT SOIL AREA ENCOMPASSING ENTIRE GARAGE PROPOSED RV GARAGE` 808 SQ FT DXI S TING RIVEWAY -72' 3'-10" EXISTING 1908 SFJ— SINGLE STORY HOUSE 10'-6" TITLE: PLOT PLAN, RV GARAGE, 808 SQR FT LT SITE: AP# 063-130-008 (BUTTE CO.) EXISTING SEPTIC TANK, DRAWM BY: DAN GUBBELS (OWNER) 1000 GAL DOUBLE CHAMBER CONTACT HOME: 530 893 9044 PERMITTED SECONDARY SEPTIC - CONTACT CELL: 916 871 0781 TANK PER BUTTE CO, HEALTH SHEET 1 OF 1 SCALE 1/32-=1FT / \ EXISTING LEACH FEILD PROPERTY LINE; 300 FT 30 3z 0' 3 .0' WELL WATER LINE 15' LP GAS - EXISTING TAN POWER POLL �� S ELECTRIC METER D�R�E T\DR 48 --PROP❑SED �/ POWER LINE 100 FT CROP❑SE WATER LINE N 15'-10 CUT SOIL AREA ENCOMPASSING ENTIRE GARAGE PROPOSED RV GARAGE` 808 SQ FT DXI S TING RIVEWAY -72' 3'-10" EXISTING 1908 SFJ— SINGLE STORY HOUSE 10'-6" TITLE: PLOT PLAN, RV GARAGE, 808 SQR FT LT SITE: AP# 063-130-008 (BUTTE CO.) EXISTING SEPTIC TANK, DRAWM BY: DAN GUBBELS (OWNER) 1000 GAL DOUBLE CHAMBER CONTACT HOME: 530 893 9044 PERMITTED SECONDARY SEPTIC - CONTACT CELL: 916 871 0781 TANK PER BUTTE CO, HEALTH SHEET 1 OF 1 SCALE 1/32-=1FT / \ EXISTING LEACH FEILD PROPERTY LINE; 300 FT 30 I 35, 5' SEP?'IC ,,�S,YSTEM/ " AREA / ILIL • SL❑PE <5° DIRECTION 0 I -0 M W � 9 --- F_ z G1 M —� bd d bd D D < C7 7 � co CF\) m � ID I 35, 5' SEP?'IC ,,�S,YSTEM/ " AREA / ILIL • SL❑PE <5° DIRECTION