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HomeMy WebLinkAbout041-650-012C i C u�2 5d`m�F F;v 041-650-012 PERMIT#98-2869 DUGGER, William & Patti 3549 Lonnie Lane, Paradise New Single Family C/-v,'7L 7-3/-00 B08-1061 1041-650-012 MISCELLANEOUS Patio Cover/Cvd Pch ALUMINUM SHADE COVER 3549 LONNIE LN DUGGER, PATT1 & WILLIAM ERIC BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3549 LONNIE LN Owner: Permit No: B08-1061 APN: 041-650-012 DUGGER, PATTI & WILLIAM E Issued Date: 6/26/2008 By GLB Permit type: MISCELLANEOUS 3549 LONNIE LN Subtype: Patio Cover/Cvd Pch PARADISE, CA 95969 Expiration Date: 6/26/2009 Description: ALUMINUM SHADE COVER (530) 877-3530 Occupancy: Zoning: Contractor Applicant: Square Footage: RAL BUILDERS DUGGER, PATTI & WILLIAIV Building Garage Remdl/Addn 500 GIUSEPPE COURT 3549 LONNIE LN ROSEVILLE, CA 95678 PARADISE, CA 95969 Other Porch/Patio Total (916) 960-4889 (530) 877-3530 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Patio Cover/Covered Porc $164.00 Total Charged: $242.90 Fees Paid: $242.90 Balance Due: $0.00 Receipt No: B7595 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License RAL BUILDERS 677466 / B / 9/30/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 6/26/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please ch ck one of the follow ng: Contractor's Signature Date , AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 713-0012770 Exp. Date:12N/2008 Contractor's License Law.). (This section need not a completed if the permit is or one hundred ollars ($100)-6r less.) ❑IAM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers'X 6/26/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Hers lgnature Date provisions. X 6/26/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Date ly,lure WARNING: FAILURE T SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJE AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, or in any way with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) t is the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the t authorize DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use r occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEYS FEES. o ty to enter the above mentioned property for inspection purposes. I hereby certify that I am the Verty owner am authorized to act a property owner's behalf. 6/26/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for/Name Print Date of Pbermittee [SI;,actor the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1C1 OR; gent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. 1?0► BIN # "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. APPLICANT SIGNATURE X PROJECT LOCATION API D _h,50 _ o! Property Address 35 42 1-4Kt4 CityP"-ttei C* ?5 WORKER'S COMPENSATION Policy Number 12-2-7 Carrier 5 ro If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. . LENDING AGENCY Name Address DESCRIPTION OR SCOPE WORK: OWNER INFORMATION Name ry Last NamFEW ! AddressS.Otj a W ff k Mailing Address c Q / J ! ho N H t C � Q.+�-P City aLr [ S ZipQS 9 0 Phones 8 ? 3530 Fax ' State License Number E-mail APPLICANT SIGNATURE X PROJECT LOCATION API D _h,50 _ o! Property Address 35 42 1-4Kt4 CityP"-ttei C* ?5 WORKER'S COMPENSATION Policy Number 12-2-7 Carrier 5 ro If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. . LENDING AGENCY Name Address DESCRIPTION OR SCOPE WORK: CONTRACTOR Name ry AddressS.Otj eo,,0D1vU/ City 2u Stato i C_+_ ZipUs- 7 Ze Phn,( �- 30EY3-8600 E-mail l Fax E-mail Class I APPLICANT SIGNATURE X PROJECT LOCATION API D _h,50 _ o! Property Address 35 42 1-4Kt4 CityP"-ttei C* ?5 WORKER'S COMPENSATION Policy Number 12-2-7 Carrier 5 ro If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. . LENDING AGENCY Name Address DESCRIPTION OR SCOPE WORK: ARCHITECT/ENGINEER Name I Address 1 City r, State Zip Phone Sq FT- Living Garage Fax E-mail State License Number APPLICANT SIGNATURE X PROJECT LOCATION API D _h,50 _ o! Property Address 35 42 1-4Kt4 CityP"-ttei C* ?5 WORKER'S COMPENSATION Policy Number 12-2-7 Carrier 5 ro If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. . LENDING AGENCY Name Address DESCRIPTION OR SCOPE WORK: APPLICANT INFORMATION Name 5CI A ®W yjel Address Yes)l City r, State Zip Phone Sq FT- Living Garage Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION API D _h,50 _ o! Property Address 35 42 1-4Kt4 CityP"-ttei C* ?5 WORKER'S COMPENSATION Policy Number 12-2-7 Carrier 5 ro If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. . LENDING AGENCY Name Address DESCRIPTION OR SCOPE WORK: �'ee f! •� � v►1 tia w n/OF S yl c�d�C � I1`Uc�' rA SRA 11 Yes)l No r, Type Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): AD— For office use onl Zoning food Zone SRA 11 Yes)l No Occ. Type Const. � �ai IR3 °I(3d(o5 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 C �a'�Eivy. National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1061 Date: 6/6/2008 Location: 3549 LONNIE LN By: GLB Parcel Number: 041-650-012 Sub Type: Patio Cover/Cvd Pch Owner Name: DUGGER, PATTI & WILLIAM ERIC Phone: (530) 877-3530 Description: ALUMINUM SHADE COVER 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: u} yI FILE Date: 6/6/2008 Butte County Department of Dbvelopment Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1061 Date: 6/6/2008 Location: 3549 LONNIE LN Parcel Number: 041-650-012 Owner Name: DUGGER, PATTI & WILLIAM ERIC Phone: (530) 877-3530 Description: ALUMINUM SHADE COVER Signature of Applicant: Date: 6/6/2008 FILE Butte County Department of Development Services TIM SNEL'LINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buffecounty.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 Lemal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. / 1 J I PERSONALLY PLAN TO PP� VIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY `. UAP'RROOVEMENT. (YES OI�IV0 1�. I FV RAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. OI HAVE CO RACT WITH THE FOLLOWING PERSON (FIRM) TO NAME j, (Ap re - ADDRESS J CITY PHONE 0 CONTRACTORS LICENSE NO PROVIDE THE PROPOSED CONSTRUCTION: Am".U�v p I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 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: ALUMINUM SHADE COVER Reference Number: B08-1061 Applicant Name: DUGGER, PATTI & WILLIAM ERIC Owner's Name: DUGGER, PATTI & WILLcI-AM ERIC AP # : 041-6501012 �r Signature of Property Owner: c Date: rt z, -e ca, CJL �er 0,J IeA CL 40 �� Amerimax Building Products Patio Cover, Carport diC.ommercial Structure Engineering PAGES DRAWING SECT10.N-DESCRIKTZN'- } 2 PAGES GN01-2006 GENERALYNO.TES GN02-2006 L °+ 2 PAGES SC01-2006 (SOLID PANEL STRU-CTURAL.CONFIGURATIONS SCO2-2006 ALU�WOODS'STRUCTURAL_CO,NFIG.U.RP_,TfONS 1 PAGE 1 rLATTlCE 1 O'RAFTER'SPANS'FORFCOMMERC-IAL AND}PATIO:STRUCTURES PATIO -AND COMMERCIAL,STRUCTURES, 4 PAGES 2 - 5-LATTICET2.OPO.STS.PAC¢NGS.FOR LATTkCE��� _- 3 PAGES LT01-2006 LT02-2006 LT03-2006 1 PAGE 1 9 PAGES 2-11 4 PAGES NP01-2006 N P02-2006 NP03 2006 NP04-2006 10 PAGES CD01-2006 CD02-2006 CD03-2006 CD04-2006 CDmb 2b06 CD0.6-2006 CD07-2006 CD08-2006 GD09-2006 1 PAGE MI -2006 M2-2006 M3-2006 M4-2006 . phi IND AREAS 0 SOILD COVER 4.0 PANEL SPANS FOR.COMMERCIAL AND PATIO STRUCTURES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES Itd 90 MPH WIND AREAS COMPONENT PARTS AND -CONNECTION DETAILS FOR NEWPORTS COMPONENT PARTS AND CONNECTION DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 CONCRETE FOOTING OPTIONS 3U'i,IN�JIslot, APPROVED July 6, 2007 1 2001 7GENERAL NOTES, 1, DU4IGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE 2, ALUMINUM DESIGN IN ACCORDANCE -WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF. THE INTERNATIONAL BUILDING CODE. 3. ' DES-IGN-LOADINGS:R �. 'GROUND=SNOW;.LOAD DES=IG_N•OA.D 10 PSF 10 PSF LIVE OR GROUND SNOW f20-PSF 20=PSF L -f -VE; pR :.GROUND -S_N❑W 25 PSF 21 PSF 30 PSF 25.2 PSF 40 PSF 33.6. PSF 60 PSF 50.4 PSF FOR 0.5/12 > SLOPE C 1/12 WIND SPEEDS -IN THE 2006 IBC ARE '3 SECOND GUST WIND SPEED.' ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FORM '3 SECOND GUST WIND SPEEDS-. NOTE; EXPOSURE_ B: URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN 'WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY DWELLINGS OR LARGER. EXPOSURE.B SHALL BE ASSUMED UNLESS THE. SITE MEET THE DEFINITION OF ANOTHER TYPE- EXPOSURE. FXPO URE G: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR OTHERIRREGULARITIES, HAVING HEIGHTS -GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDINGMORE THAN- 1,500 FEET (457.2 M) FROM THE'BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHORE THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE -TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE.THAN 6(30 FEET (182.9 M). THIS CATEGORY INCLUDES. FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES IN HURRICANE -PRONE REGIONS. SEISMIC LOADING MAXIMUM .Ss = 150% SHOWN IN' 2006 IBC FIGURE 1613.5(1) S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM = INVERTED PENDULUM R=2:0 ANALYSIS PROCEDURE= EQUIVALENT LATERAL FORCE PROCEDURE 4. THIS ENTIRE ENGINEERING PACKAGE WILL NOT BE REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE, 4. GENERAL.NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (2. PAGES) c. RAFTER SPAN TABLES (FOR' LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES)* OR BOTH (MO- COMBINATION .STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS _ F. DOCUMENTATION REQUIRED' BY LOCAL BUILDING AUTHORITY. C 13g. 5208 TENNYSON PARK' Amer'Mag SUITE 100 EXP 6 2009 BUILDIINGPRODUC'fS,WC. PLANO.. TEXAS 75024 IFCAIS1 NENGINtEIMP CMP JWM.C: nnn,r,u . NONE 4URG'ENERAL NOTES 7/6/07 120M W- GNO 1-2006 . GENERAL NOTES, ` ' ' D FROM SHEET 'NO. 1) CCOhTIhUE 5: CONCRETE MIXt Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, ANDSEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2.2 OF THE' 2006 IBC. 'PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# ❑R . LESS. CONCRETE SHALL BE- A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6' OF POSTS. POSTS . FROM EDGE DR EXPANSION JOINT SHALL BE SET BACK A MINIMUM OF 4 INCHES OF A SLAB. 6, FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 P.SF/FT ANDJS IS DOUBLED PER 1804.3.1. THESE DESIGN VALUES DO NOT APPLY TO MUD, ❑RGAN.IC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. -TURE7. 20 PSF ANDHIGHER ❑GALE BUILDING CODES.S .MAY BE USED FOR PARKING OF MOTOR VEHICLES PER 8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 9. STEEL BOLTS SHALL BE ASTM A-307 AND ' HOT DIPPED GALVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR. HIGHER STRENGTHS .MAY BE- USED. 11, STEEL FASTENERS SHALL .BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE.CADMIUM PLATED 'AN- BOLTS. 12. EMBEDDED POST SURFACES SHALL BE CLEAN -AND FREE FROM OILY SURFACES. 13. HEADER °SPLICES-, SHALL NOT "BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES). FULL STRENGTH SPLICES (DETAILS 0, U, AND X) MAY BE LOCATED ANYWHERE.* 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR -5202, ESR -5623 OR EQUIVALENT. 15. ATTACHED STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 16. ROOF PIELS AND LATTICE ARE CLASS, 'B' FIRE RATED, 17, STRUCTURES MAY BE ATTACHEDTOEAVE OVERHANGS PER SCHEDULE.' T 18, WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMIL`AR.'METALS OTHER THAN STAINLESS, ALUMINIZED -OR GALVANIZED STEEL, ❑R ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED:IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A. SECTION 6.6.1 . 19. WHEN ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD +.LIVE LOAD FROM THE PATIO COVER IS 150LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING T❑ A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 950LBS FOR 90MP•H WIND .SPEED. CONNECTIONS ARE FO.R MAXIMUM PATIO ROOF HEIGHTS ❑F 12FT. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE. APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. N A 20 GN CATEGORY DT EN OR FSNOW DIS NOT DHIGHER PERMITTTEDHWN030 PS -F AND ADDITIONAL ISMI( DESISEISMIC C , ENGINEERING, 21. DRIFTING SNOW IS. ADDRESSED IN DETAIL BR. SLIDING SNOW IS BEYOND THE SCOPE OF .THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL. SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. GCNERAL NOTES FOR LATTICE STRUCTURES (PERTAINS TO LATTICE' STRUCTURES ON DRAWINGS SCO2-2006 AND LT01-2006 THRU •LT03-2006.) 1. SEE GENERAL NOTES, SHEET 1,. SECTION 4 FOR LIVE AND SNOW .LOADS. 2. OPEN LATTICE STRUCTURES SH 1 - NOV 1 2007 ENGINEERS.STAMP NOT BE ENCLOSED. ,�'Amerimax 5208 TENNYSON PARKWAY BUILDING PRODUCTS; PLAN INC. 00 P�tANO, .TEXAS 75024 CMP OR PART .GENERAL NOTES NONE NAME, 7/8/07 M GN02-2006 '2 OF 2 - 3'X8' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER DOUBLE STEEL C BEAM L,6TTICE OVERHANG 36' MAX 24'LOAD OR HLGHER R 3Q PSF SNOW A 3.5' CONCRETE SLAB I REO'D Vl CONSTRAINED l FOOTINGS �rcINGLF -SPAN-AHA6HED. 1 VII ATTIGF� a� O`.HANG— 0� PROVIDE -1 1, DRAIN MULT.ISPAN UNITS REFER TO GENERAL NOTE 22.. rL 0. 1. - ": .• ��j/,/�� `\ice' li ��� �''•i,-> � 1 _ :-moi � �%/ ��O ` �� ` \``'� '.\`/ �1�1 ,_`II� II II` . 115 M4• a- ,� a !I � � o - i FREESTANDING STRUCTURE TRIBUT VER.HANG Tw ��CGP pl 2 OilUILDING Cfi 39 5208 TENNYSON PARI EXP 6 9 PRODUCTS; INC. SUITE 'i DO• PLANO. TEXAS 75024• lvvL DRAWN' CMP, OFCAUFO� NONE UKAWIPJU OR. PART ALUMAW000 STRUCTURAL ATTACHED STRUCTURE NAME CONFIGURATIONS NOVA OEETMS s (TW) DIAGRAM 7/6/07 NOM SCO2-2006' 2 C LATTICE 1.0. RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES ... .,e5YvA R95" Rafter thAuttlaoan'l 0 032"x2"x8 825" Rafter Mu an - Grognd. Rafter Wind Speed and Exposure Snow Load Spacing Exposure C Exposure C s In 90 110 120 130 10 24" 7'-11" 7'-11." 7'-0" 9'-3" LIVE 20" 9'-0" . 9'-0" 8'-0" 7'_0" 12'-7" is. 10'-5" 10'-5" 91-6" 8'4" 14'-4" 12" 12'-6" 12'-6" 111-81. 10'-2" 5'-2" ' 24"4-8 24" 4,_8,• 4,_8" 4'-8" L j 20" 5'-5" 5'-5" 5'-5" T-5" 8'-3" 16" 6'-5" 6'-5" 6'-5" 9'-8" 9'-8" `.12" 7-11" 7'-11"' 7'-11" 7'-11" 25 24" 4,-6" 4'-B" 4'-6" ' 4'-6" 7'-0" 20" 5'-2" 5'-2" 5'-2" 5'-2" 7'-11" 16" 8'2" 6'-2" 8'-2" 6'-2" .9'-4" 12" 7'-8" 7'-8" T-8" T-8" 30 24" T-10" 3'-10" 3'-10" 3'-10" 4'-11" 20" 4'-8" 4'-6" 4'-6" 4'-6" 7'-0" 16" 5'-4" 5'-4" , 5'4" 5'-4" 8'-2- 12" 6'-8" 6,-8" 6•_8" 6,-8'• 40 24" T-0" T-0" 3'-0" T-0" 4'-10" 20" 3'-6" T-6" T-8" 3'-6" 5'-7" 16" . 4'-3" 4'-3" ' 4'-3" 4'-3" 6'-8" 12" 5'-4" 5"•4., 5.4., 5.�.. 60 24" 24° T-5" 3'-5" 3'-511 T-5" 20" 2'-5" T-5" 2'-5" 2'-5" 4'-0" 16" T-0" T-0" T-0" 3'-0" 4'-10" 12" T-10" T-10" T-10" T-10" Ground Rafter Wind Speed and Exposure Snow Load Spacing reLoad pin Exposure C n s in 90 110 120 130 10 24" 11'-8" 111_811 9'-3" 8' -OP LIVE 20" 13'-1" 13'-1" 13'-1" 12'-7" 8'-4" 16" 15'-0" 15'-0" 15'-0" 14'-4" 10'_2" 12" 171-9" 17'-9" 17'-9" '16'_10" 5'-2" ' 20 24" 7'-3" T-3" 7'-3" 7' 3" LIVE 20" 8'-3" 8'-3" 8'-3" 8'-3" T-9" 16" 9'-8" 9'-8" 9'-8" 9'-8" 10'-2" 12" 11•-8" 11'_8„ 11,_8" 11'_8" 25 24" T-0" 7'-0" 7'-0" 7'-0" ' 20" 7'-11" 7'-11" T-11" 7'-11" T-5.. 16•' 9'-4" 9'-4" 9'-4" .9'-4" 15'-0" 12" 11•_3" 11 _3' 11'_3" 11'_3" 30 24" 20" 6'-1" 4'-11" 4'-11" 4'-11" 1 20" 16" 7'-0" 7'-0" 7'-0" 6'-2" 16" 8'-2" 8'-2". 8'-2" 8'-2- 8'-2" 1 10'-0" 10'-0" 10'-0" . 10'-0" 40 24" 4'-10" 4'-10" 4'-10" 4'-10" 3,-8" 20" 5'-7"5'-7" 4'-8" 5'-7" 5'-7" 4'-8" 16" 6'=8" 61-8" 6'-8" 6'-8" 6•-2" 12" 8'-2" 8'-2" 8'72" 8'-2" 60 24° T-5" 3'-5" 3'-511 T-5" 2'-811. 20" 4'-0" 4'-0" 4'-0" 4'-0" T-1" 16" 4'-10" 4'-10" ' 4'-10" 4'-10" 4'-1" 12" 6'-1" 6'-1" 8'-1" 6'-1" E SPAN TABLES L _ V. a er�Ez` —. --- Wind Speed and'Exposure Snow Load Spacing reLoad pin a n 90 10 120. 01:301.10 F.�LIVE 24" 10'_3" '8'_1117-011 15'-8" 15'-6" 20" 11'-10" 9'-3" 8' -OP T-0" 20 16" 13,_7' 10'_10" 9'-6" 8'-4" LIVE 12.1 15._2" 13'_1' 11' 6" 10'_2" 20 24" 5'-2" 5'-2" 5'-2" ' " ` LIVE 20" 6'-3" 6'-3" 6'-3" - ' 30 16" T-9" T-9" 7'-9" T-9" 12" 10'-3" 10'-3" 10'-3" 10'-2" 25 24" 4'-11" 4'-11" 4'-11" 4`11" 20" 5'-11" 5'-11" 10'-10" ' 60 16" T-5" T-5" 71_5,• T-5.. 12" 15'-0" 15'-0" 15'-0" 15'-0" 30 24" 4'-1" 4'-1" 4'-1" 41-1" 20" 4' 4'-11" 4'-11" 4'-11" 1 16" 6'-2' -. 6•_211 6'-2" 6'-2" 1211 8'-2" 81-2" 8'-2" 8'-2" 40 24" 3'-1" T-1" 3'-111 T-1" 20"31_8,. 7'-9" 31_8.1 3,-B" 3,-8" 16" 4'-8" 4'-8" 4'-8" 4'-8" 12" 6'-2" 6'-2" 8'-2" 6•-2" 80 . • 24" T-1" 2'-1" 2'-1" 2'-i" 20" 2'-6" 2'78" 2'-8" 2'-811. 16" T-1" T-1" V-1" T-1" 12" 4'-1'° 41_1„ 4'-1" 4'-1" V.VYV _./rau.v Ground - c.. ..— Rafter —. --- Wind Speed and'Exposure Snow Load Spacing Exposure C a n 90 110 120 130 10 24° 15'-6" 15'-6" 15'-8" 15'-6" LIVE, 20" 17'-3" 17'-3" 17'-3" 17'-3" 20 16" 19'-T' 19'-7" 19'-7" '1 8'-7" LIVE 12" 22'-1" 22'-1" 21'-5" 20'-3" 20 24" T-11" 9'-11" 9'-11"' 9'-11" LIVE 20" 11,_2" 11•_2" 11'_2" 11•_2" 30 16" 12'-11" 12'-11" 12'-11" 12'-11" 12" 15'-6" 15'-6" 15'-6" 15'-6" 25 24" 9'-7" 9'-7" 9'-7" 9'4" 20" 10'-10" 10'-10" 10'-10" 1.Q'-10" 60 16" 12'-6" 12'-6" 12'-6" 12'-0" 12" 15'-0" 15'-0" 15'-0" 15'-0" 30 24" V-5" 8'-5" 8'S" 8'-5" 20" 9'-7" 9'-7" 9'-7" 9'-7" 16" 11'-2" 11'_2" 11'-2" 11'_2" 12" 13'-5" 13'-5" 13'-5" 13'-5" 40 24" 6'-9" 6'-9" 6'•3" 8'-9" 20" 7'-9" T-9" T-9" T-9" 16" g'-2" 9'-2" 9'-2" 9'-2" 12". 11,_2" 11'-2" 11,_2" 11'_7, 80 24" 4'-11" 4'-11" 4'-11" 4'-1'1" 20" 5'-8" 5'-8" 5'-8" 5'-8" 16" 6'-9" 6'-9" 6'-9" 6'-9" 12" 8'-5" 8'-5" 8'-5" TAOI 8'-5" C 1 A V Ground= Rafter-�tWJ d'Speed-and Exposu� Snow -Load Spacing Exposure,C s tInd ,90-- 11.0 1.20,1-3-01V 10 24" 14'_7'' 14'-7" 14,_1" 12,_7" LIVE 20" 16'-0" 16'-0" 15'=7" 14'-0" 20 16" 171_9" 17'_9" 17'-8" 15_11„ LIVE 12" 19'-6" 1 g'-6" 19'_6" 18'..61, 2� 24'-'-' �g�'� �9' 4 =9' 4=�g=4"► 13 _2' LIVE 20" 11,-2" 11'_2 11•_7, 11•_2•• 30 16" 12'-8" 12'-8" 12'-8" 12'-8" 12" 14'_7, 14•_7, 14'-7" 14•_7' 25 24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 101_81, 101_8" 10'_8" 10'_8" 60 16" 12'-5" 12,-5" 12'-5" 12•_5, 12" 141_3 1.4'_3" 14•_3" 14'_3" 30120. 24" T-5" T-5" T-5" T-5" 20" 8'-11" 8'-1'1" 8'-11" 8'-11" 16" 11'-1" 11'-1" 111-1" 11'-1•, 12" 131_1 13,_1•, 13'-1" 13•_1„ 40 24" 5'-7" 5'-7" 51.7 5'-7- 2W 61-8" • 8'-8" V-8" 6'-6" 18" 8'-4"' 8'-4" 8'-4" 8-4- 12" 11'-1" 11'-1" 11'_1„ 11'-i" 60 24" 3'-9" 3'-9" 3'-9" 5-7." 20" 4'-5" 4'-0" 4'-5" 4'_5" a. is" 51 8'-51 5'-5" 81-2" 12" 7'-5" T-5" ".' 7'-5" I- Lrr 1., V Ground^V Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130. '10 24" 177-8" 13'-4" ' 13'-4" 13' -4 - LIVE 20" 18'_7" 18'_7' 18'-4" 17' 4" 20 16" 20,_1" 20•_1" 19'_8" 18'_7' LIVE 12" 22•_1" 221_111 21'_5' 20'_3" 20 24" 13,_7' 13•72 13'_2 13 _2' LIVE 20" 14'-5" 14'-5" 14'-5' 14'-5" 30 16" 15'-11" 15'-11" 15'-11" 15'-11" .12" 17•_6" 17'-6" 17•_6" 17_6" 25 24 12'-10" 12'- 10" 12-10" 12'-10" 20" 141_1" 14'_1" 14'_1„ 14'_1" 60 16" 15,_8" 15,_8" 15,-8" 15'_8" 12" 17'_3" 17'_3" 17•_3" 17'_3" 30 24" 1'_ 17, 11,-2" 11,_2" •11'_7' 20" 12'-10'1. 12'-10'.' 12'-10" 12'-10" 18" 14'4" 14'4" 14'-4" ' 14'-4" 12" 16'-2" 16•_7• 16•_2" 16'-2" 40 24" 8'-5" 8'-5° 8'-5" 8'-5" 20" 10'-1". 10'-111 10'-1" 10'-1" 16" 12'-6" 12'-B" 12'-6" 12.8- 12, 14'4" W -l" 144" 14'-4" 80 24" 61-7" $'-7" 5'-7" 5-7." 20" g'-9' 8,-9" V-9" 6,_9„ 16" 8'-51 8'-51 5'-5" 81-2" 12° 1 1'11-2" 111-2v 11.2v 111_2" 0 042"i3"x8" Ratter Muftis an Ground Rafter .Wind Speed and Exposure Snow Load Spacing Exposure C s n 90 110 ' 120 130 10' 36" 13'-4" 13'-4" ' 13'-4" 13' -4 - LIVE 30" 15'-0" 15'-0" 15'-0" 15'-0" 20 24" 17'_2" 1 17'-2" 17_2" 1 T-2" LIVE 20" 19'-2" 1914" 113'-2" I VA 1" 20 36" 8'-2" 8'-2" 9-2" 872" LIVE 30" W-4" 9,-4„ 9,-4„ 9'-4" . 30 24"' 11'-0" i1'-0" 11'-0" 11'-0" 20" 12'-5" 12'-5". 12'-5" 12'-5" 25 36".T-10" 9'-9" 7-10" TAW 7'-10" 30" 9'-0" 9'-0"9'-0" 11 •_8" 9'-0" 60 24" 101.-7 10'-7" 10'-T' 10'-7" 20" 12'_0" 12'_0" 12,_0" 12'_0" 30 36" 6'-10" 6'-10" 6'-10" 6'-10" 30" T-10" 7'-10" T-10" T-10" 24" 9'-4" 9'-4" 9'-4" 9.41 . 20" 10'-7" 10'-7" 10'-7" 10'-7" 40 36" 5'-5" 5'-5" 5'-5" 5'-5'.' 30". 6'-3" 6'-3" 6'4" 6'-3" 24" 7'-6" T-6" 7'-6" 7'-6" 20" 8'-7" 8'-7" 8'-7" 8'-7'1 60 36" 3710" T-10" T-10" 3'-10" 30" 4'-6" 4'-6" 4'-6" 4'-6" 24" 5'-5" 5'-5" 5'-5" 81-2" 20" 6,_3„ 6,_3.. 1 6'-3.1 6'_3" FTERS MAI ?ARSPAN r� V Ground V Rafter Wind Speed and Exposure Snow Load Spacing Exposure C -I In 90 110 120 130 10 36" 17'-1" 18'-10" 15'-1" 13'-7" LIVE 30" 18'-8" 18'-T' .16'-9" 15'-2" 20 24" 20'-9".. 20'-9" 18_11" 17'-2" LIVE 20" 22'-7" 22'-T' 20'-10" 18'-11" 20 36" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 30" 12'-3" 12'73" 12'-3" 12'-3" 30 24" 14'-10" 14'-10" 14'-10' 14'-10" . 20" 16'-3" 16'-3" 16'-3" 16'-3" 25 36" 9'-9" 979" 9'-9" 5'-9" 30" 111_8" 111_8" 11 •_8" 10'-5" 60 24" 14'-6" 14'-6" 14'-611 14'-6" 20" 15'-10" 15'-10" 15'-10" 15'-10" 30 36" 8'-2" 8,_2.1 8'-2" 8'_211 30" 91-0.. 9._9.1 9,9" 12•_2•, 12•_2" 12'-2" 12•_2•• 14'-6". 14'-6" 14'-6" 14'-6" 40 8'-2" e'-2" 6'-2" 6'-2" T-4" T-4" 7'-4" T-4" 9'-2" 9•_2,1 91_211 91-2" r.24" 11'-0" 11'-011 11'-01' 11'-0" 60 4'-1" 4'-1° 4'-1" 4'-1" 4'-11" 4'-11" 4'-11" 4'-11" 6'-2" 6'-2" 8'-2„ 81-2" T-4,1 7,,,4„ 714,1 T-4- Amerlmai Building Products 5208 Tennyson Parkway Plano, Tekas 76024 Carl'Putnam, P. E. 3441 Ivylink Place . Lynchburg, VA 24.603 (434) 384.2614 ccariputnem(Mcomeast.net .I-. /AA..Mi l — Rinalel round Rafter Wind Speed and Exposure w Load Spacing - Exposure C -I in) 90 110 120 130 10 r 0.024" 11'-8" 11'-6" 11'-B" 11'-8" LIVE 0.040" 18'-6:' 18' 6"' 16' 6" . 16'-8" 20 0.024" 7'-11. T-11" 7'-11" 7-11" LIVE 0.040"' 13'-1" 13'-1" 13'-1'" 13'-1" —7 25 0.024" 7'-8" T-8" T -e" cg" 0.040" 12'-10" 12'-10" 12'40" 12'-10!' 30 0.024"' 6'-11" 6'-11" 6'-11" 8'-11" 0.040" .12'-1" 12•_1" 12'_1„ 12'_1" 40 0.024° 79" S-9" 5'4" 5'-9" 0.040" 10'-5" 10'-5" 10'_6" 10'-5" 60 0,024" 4'-5" 4'-5" 0.040" 8'-31' 8'-3" 1 8'-3" 6 139 r E A -W N0 V 1 2007 7/6/2007 Page 1 of 9 LATTIC , E 2.0 POST SPACINGS FoFt aE PAT:O AND cOMMERCIAL VERMS 6OMPHVAN 5aW -00-4-2-03W (DoW Ll Do Box Begm WSW Ll) a .042'ASW Sbam-lDeld Ll, eV Beam (Do L12) Be= L12' Double 0.6W4MS' Bot a .032 5a Box Seem 12) TA13=2. -Attached - FmeewMmg or checl.jKMtEnd0Vor Attacf!90' treElgmcung Or TABLI-2-1 Chad. mesmaing or Attached Freastarl4l proadmiftg or ShmWm IMuldspan Units Structure muldawn unh ShmWm Mufflepan Unh I Uspan units ShIcture IMuttlopen Urdta Mt9trapan Unb aoUKD TRG MAX POST 12'-3- I 19 MAX POST LENGTH MAX 30 ig',r MAX POST LENGTH v * lul�x 31 32 MAKPOST LEN OT JGROUNDJ TRIS - MAX... 27 MAX 30 UVE MAX P08T LENGTH 'I ' MAX A ll* -r MAX POST LEN is 27 . MAK POST LENGTH lsl_r WIDTH POSIT RFE= F = MIN Fo.;. v lo, I Ir POV MIN FOOTER r 1 10'. 1� iZ� POST MIN FOOTER r I Iw T I 04OW JVADTH POST B POST MIN FooTER a - to, 1 12; Posi T )QTER N 1� a, 1 10- 1 25 pm-" MIN FOOTER 0' 1 10'. 1 IT - SNOW (FT) SPACING FOR SP) INC PbSTJ SM CONS�TPAINEO FO 33 SPACING POST SIZE CONSTRAINEb FOOTFS GPAC P M- alzi CoNsTRAam :00 LOAD (Fr) PACING FOR SPACIN POST I SIZE CQNSTRAWW�� 27 8FACIN P�IST am CONSTRAINEDR.T. L-7 .;. p P SIZE CONSTRAINED FOOTE UWD .20 pN aLA9 r sLAo 'LAS (Fr) TYPE 6.5 lr -e a's" (Fr) TYPE -e -r -d- I -cr 14-74- TYP Nr 'd- -d7' le F) A ON sW an 8L4B (FT) rfPE le 7 &-1- -e (FT) TYP llh- -r -C I -Ir I -d' (Fr) TY. -A V -C I -d'- I -e (PSF) A ML 25 28 27 13 13 . 7.5 Ir -l" A rs" A (in) ohn) I (in) ohn) 27 17zl I' (h) (hl (bw] . I r -i, A 21 '2.4 is On) (In) (h) .011) A 'r -l" A h Rm) M) 213 17-4- (h) (m) P) -p-L �O go MPH EXPOSURE B 24 26 28 0.6 T4r A W.Sr A 20 24 26 28. 1 V-9- B 24 27 2 90 MPH EXPOSURE 8 A 21 24 25 25 9 714, A 61-61 A. 20 23 25 28 11 .,- 0 24 4 iry A 17-r A is 28 28 29 IV -31 8 21 29 31 32 17-111 A is 28 27 29 30 4 V -T A 61-- a 14 22 23 24 ; 101-11* C. 17 26 27 28 S,:v a is 22 23 - 24 10 UVE 4.5 ls�-I- A I V-2' A 18 26 27 28 lsl-r a 21 29 31 32 lit.il- A 18 21S 27 28 1-1. - 4,5 1-4- A 514r a 14 22 23 24 VA I" c '17 25 26 27 lr-r a is 22 23 24 S, -O. 5 IT -7- A tOl-4- A Is 25 27 28 ir-3" 8 ?2 28 30 3 1 ji-.0- A 19 25 26 28 81-6" .5 'r-10" A T -I" a 14 21 23 23 W -Y C 17 24 28 27 V-71 a Is 21 22 23 r-11- 5.5 12.4' A g' -r A 18 25 26 27 ls,-r a 22 28 30 3 1 101-3, A 19 24 26 27 41-r 5.5 4-4' A 4'-S' 8 14 21 27 23 8,6' C is 24 2S 26 514, 8 Is 21 22 73 5 1 v4' A 81.11" A 18 24 28 27 IS' -27 a 22 28 29 31 W-81 A 19 24 25 27 6 414r A 4-Y' 14 20 21 22 7'-10" C IS 23 25 23 411. :S 2. 211 - 6.5 W-51 A 8,-S" A 19 24 25 26 14'-4' 8 22 27 29 30 ir-l' A 19 24 2S 26 6.5 31.8- A W -T. B 14 20 21 22 71�1 C is 23 74 26 41-6" S 20 2 22 7 A T -i I' A 19 23 25 26 1 3-7' 8 22 27 28 30 T-7" A is 23 25 28 7 3-S- A T -S' a 14 19 2 1 22 6`11" C is 23 24 2S 4-r 8 is 20 21 22 7.5 91-1, A T -S" A 19 -23 24 26 lz-1,- S 22 27 28 79 11-1. A Is - 23 24 26 7.5 T-2' A T-6' 8 Is 19 20 21 C is 22 24 25 3�-i I' B I s 19 20 21 a 914r A I.,. A 19 23 24 25 17-4" 6 23 24 26 29 71-91 A 19 23 24 25 a A 3 - 1 19 21 3 19 20 21 8.5 81-01, A T-8" A 19 23 24 25 11,8" 8 23 26 27 29 T4' A is 23 24 25 S.A 2'.10" A Y -i. 1 19 20 23 24 V-,. 8 20 21 9 r4r A 51-61 A 19 22 24 25 1,'-3' B 23 26 21 2B 'r.01 A 19 22 24 25 9 2* -8" A 2'-1 I' a is is 19 23 24 T-4" 8 20 20 9.5 r -z' A T-1, A 9 22 23 24 W-10" B 23 25 27 28 F -S" A 20 22 23 24 9.5 2'-6" A Z-91 a 15 is 19 4 24 3'-r 8 19 20 10 s -s' A SI -10" A Is 22 23 24 IT -6, a 23 25 27 28 F.51 A 20 22 23 24 10 X-51 A 7 -al a is is is i2 23 3'-q' 8 .19 20 11 W-21 A sl�- A is 21 23 24 8 23 25 26 27. S* -I I I A 20 21 23 24 Il 2'-2- A r-5- 8 15 18 Ig_ 22 23 7-s" B is 20 12 51-8" A I.". A 19 21 22 23 8 23 24 26 17 514, A 20 21 22 23. SO MPH EXPOSURE C 13 W-2" A 1.11 A 19 21 22 23 81-15" a 23 24 2S 28 51-21 A 20 21 22 Z3 30 . 4 QW A 6,-r B is 23 24 26 101-11, C 1& 27 28 29 B 16 -22 23 24 14 V-101 A 4W A 19 20 21 22 r-li- B 23 24 25 26 .4'-Ilr 6 M 2D 2,1 1 - 1 4.5 5-�- A ". 8 is 23 24 �s - 9,-il- C 18 26 28 29 S'-2" B 16 22 ' 23 24 16 , Ve" A , 4'-1" , A , 19 20 21 22 7W 8 24 - 24 24 _ 26 V-7' 8 20 �20 2 22 5 65 4* -10" 4-1- A. A T-11 4'-a' 8 8 is 16 . 22 22 23 23 24 24 9* -Z* 814r C C 19 is 28 25 27 26 28 28 sl -,r F-2" 8 a Ia iG 21 �l 22 22 23 23 10 4 ir-0- A 12'-3- A 19 2T 29 30 ig',r a 22 31 32 34 17-11' ' A 10 27 29 30 UVE 4.5 Is"- A ll* -r A is 27 28 30 lsl_r a 23 30 32 34 ill-li" A 20 27 28 29 22 5 13'-7- A iOl.4. A 19 26 28 28 1 r-3, B 23 30 32 33 1 1,:w A 20 - 28 28 29 25 5.5 IT4" A 9.7' A 20 28 27 .29 iW-2" a 23 29 31 33 1014' A 20 26 27 28 Ww4 r -l" a IV -4- A S-41- A 20 25 27 28' 1 S* -r a 23 28 3 i 32 ". A .20 25 27 28 61.6. 6.5 10'-6' A a's" A 20- 25 26 28 14-74- 8 24 29 30 32 9.11 A 20 25 28 28 7 &-1- A 7..11-. A 20 25 28 27 IT -r B 24 28 30 31 61-71 A 2p 25 28 27 13 13 . 7.5 Ir -l" A rs" A 10 24' 26 27 17zl I' a 24 2. 29 31 r -i, A 21 '2.4 is 27 Is 8 8'4r A 'r -l" A 2 . 0 24 25 213 17-4- R 24 77 25 �O T-01 A 21 24 26 28 0.6 T4r A W.Sr A 20 24 26 28. 1 V-9- B 24 27 2 30 r-4- A 21 24 25 25 9 714, A 61-61 A. 20 23 25 28 11 .,- 0 24 27 2:. 30 r.Cr A 21 23. 2 3, 20 9.5 r -r A 6`1" A 20 23 24 26 IO`-IOl a 24 .27 28- 28 6's. A 21 23 24 23 10 G'4r A 67-10" A 20 23 24. ?S IW -r 8 26 28 2a. 29 Vr A .21 23 24 .26 11 6-r A W-4" A 20 22 24 2� 1-1. - : 2 26 27 29 6.11' A 21 22 24 2S 12 S. -S' A S. -O' A 20 22 23 24 S, -O. 26 25 2? 28 SW A 21 22 23 24 13 S-2' A 4-7" A 20. 22 23 Z4 81-6" 8 2 28 2G 28 W -r A 2 22 23 24 14 4110' A 4* -4- A, 20. 21. 22 23 r-11- 8 25 25 26 23 0' 1- 2 21 23 24 15 1 4,4r I A 1 4'-1' A 21 1 2, 2"0 23 41-r 8 1 25 26 1 24 V 27 4' 4'� 211 , 21 . , . 4D 4 W-1 I' A. r -V A Is 23. 24. 28 17-10' a Is 26' 28 .29 1.,. A Is w 24 25 41) r-11, A Ir -8' A 16 23 24 2S 1114r a 18 �26 2? 29 r4' A IS 23 24 2S 22 5 'r -l" A W -i" A is 22 23 �4 117-10- a I a 26 2? 2S., 8'.r A is = - 23 24 25 R.9 al -V A 6'.8" A Is 22 23 24 I(Y-1- 8 10 26 26 28 Ir -T, A is 32 23 24 Ww4 r -l" a S. -ii, A 4-3' A is 21 22 23 T.10' 8 19 25 25, 2T 61-S' A Ia 21� 22 23 61.6. S.s 61-5". A 4'-10" A Is 21 22 23 r�. a 19 24 25 27 F-6" A Ia 21 22 23 7 &-1- A 3-1- A 15 20 22 23 S'-4' B 19 24 25 29 W-11 : I 21 22 23 13 13 . T.5 4!-r A 4-1- A 16 20 21 22 r-10, B 19 23 26 28 4-Q- a 1: 20 21 22 Is 8 -6' A 4-(r A 16. 20 21 22 7'-6" 'a 1 23 24 28 4,s' 8 10 20 21 22 8.5 'r A 31-10, A Is . .20 26 2 1 22 -r -1. a 1 23 24 25 4-3" a Is 2D 2i. 22 0 W-11, A T.r A IS A 20 21 51-7- a is 23 ?4. 25 V.I' B 18. 19 21 22 9.8 V -Q" A V -r A IS 19 20 21 W -r c 19 2� 24 25 V-10 B 19 1 i 20 21 IS V -r A W-3' A 18 .19 Is 20 21 .7. C 19 22 23 24 V-8' 8 is 19 20 21 I I T -r A T -O" A Is is 2D 20 T -al C 19 22 23 24 r -r B 16 19 20 2i 12 r-11" A 2-r A' fa 1 2 19 21 22 23 VA" a is is 19 20 13 7-81 A 7-6- A� IS 11 8 ': 2 2. 411 v C .19 21 22 23 7-11' 8 to Is 20 2D 14 T -V A .11. A IS IQ 20 2, I 4-7" C 20 20 22 23 1: 11 21 I is 1 74- 1 A 1 2'-- 1 A is is 2"0 .01 41-r C 20 2. 1 1, 1 19 20 21 4D 4 4-.6* A W-1 0* 8 14 22 - 23 24 W -W .c 17 26 27 28 fl. 13 14 22 23 24 4.6 410" A 414' a. 14- 21 22 23 7.11. c 17 25 28 27 - 4'-1 0" B is 21 23 24 22 5 31-7" A T -I I' B 14 21 22 23 rl. c 17 24 28 27 4'-G" a is 21 22 2i 25 S.S - 3"" A V-7" 6 1 4 2D 2 1 22 8`9. C 17 24 29 26 411. B is 20 22 23 Ww4 r -l" a 4* -0" A 4-3' a Is 21 22 23 T.10' c 19 25 26 27 C-91 B 16 20 21 22 61.6. G.S 31-8, A 4* -0' a is 21 22 23 r�. C 19 24 25 27 44r 8 'is 20 21 22 7 Y -S' A 3-1- 8 is 20 22 23 T -I V C 19 24 2S 2e W -r 8 16 20 21 22 13 13 . 7.6 V -r A V-61 B Is 20 21 22 a, -S" C 12 23 25 26 31-11, a 16 Is 20 21 Is 8 T -O' A ". a 1 6 20 22 6' c 19 23 4 26 31-8 Ia. 19 71612007 21 S.S 7-io, A T -l" a 16 10 21 22 T-1 C is 23 24 as 31-61 16 Ia 20 21 9 7-a" A Z_, I is 20 21 51-7- c 1 : .23 24 2S T-4' 8 16 19 20 20 9.s 2'6- A 1 19 20 21 141. C 1 22 24 25 V-2" a 16 . is Ia. 20 10 2-S" A ;� 1.6 19 20 .21 S'-," C 11 32 13 24 Y -O" 11 111 11 19 20 11 212- I 1 1 9 20 21 4W c 19 224 23 24 r -S- 8 1 16 18 19 20 4D 4 4-.6* A W-1 0* 8 14 22 - 23 24 W -W .c 17 26 27 28 fl. 13 14 22 23 24 4.6 410" A 414' a. 14- 21 22 23 7.11. c 17 25 28 27 - 4'-1 0" B is 21 23 24 22 5 31-7" A T -I I' B 14 21 22 23 rl. c 17 24 28 27 4'-G" a is 21 22 2i 25 S.S - 3"" A V-7" 6 1 4 2D 2 1 22 8`9. C 17 24 29 26 411. B is 20 22 23 Ww4 r -l" 13 31-r A W.4- a 14 20 21 22 111; c 17 23 25 26 V -4r a is 20 21 22 61.6. as. 2W A V.I" a 14 20 21 22 17-10' C . is 23 24 25 31-4r 8 is 20 21 22 7 2W' A 7-10� .8 14 19 20 21 4-4- C Ia 22 24 . 26 3'�' a * Is Is- 20 - 21 7.6 a ILS 9 0.5. 10 2W 7-1. 2-V 11.0* LLJ A A A A A 'A 7-81 T -W . Z4' T -r X-1- 2%W 4 B 6 B a 8 14 14 14 14 14 I 4 19 Is. 18 Ia 18 is 20 p Ia Is. 19 19. 21 21 20 20 20 20 W-1. 4* -10' 4--r. 4'-4- .4--l' 3,11" c c C c C C 1 1:. 18 18 ta 18 22 22 22 21 21 21 23 23 i3 2� 22 22 24 24' 24 23 23 23 m�i- - T-10, 2'-B"' 7-r 7-6' 7-4' 8 8 8 a 8 8 16 is is is 15 IS 19 Is is '18 IS -18 20 20 20 in 19 19 21 21 2 D 20 20 20 9b MPH EXPOSURE 8 40, 4 4-r A 4,10, a 13 21 22 23 1". c 16 24 25 27 4.5� 4-V A 4-4- .8 13 20 21 22 r -I 1" C 17 24 25 25 5 5.6 Tr Vr 'A A Y-1 I" , 31-71 8 a 13 13 2P is 21 20 i2 21 rl. C c 17 17 23 23 24 21 26 25 a. . 2-Q` A A Ww4 r -l" B 8 13 13 19 Ia. 20 2D 21 21 S-10" c c 17 Is 22 22 23 23 24 24 7' 1-7- A Z -IW a Is 18 19 2D 61.6. C is 21 23 24 .7.5 a X -r A A .11. 21-er B a 13 13 1 a is 19 is 20 20 5W C c is 21 22 23 23 I A X-4.- a 13 17 Is Is 4-4- C 18 '21 22 23 0.5 2W 11-11" A A 2�r X-11 a a 13 13 . 17 17 is Is 19. .19 414' 4W C C is Is 20 2q 21 . 21 22 . 22 6M/2 10 v -r A X-01 a IS 17 Is 19 T-111 C Is 20 21 22 Cl -I\- 71612007 Page of NOV 1 2007 LATTICE 2.0 POST SPACINGS PH WIND A p,pg29696" ox 86en1 Date L1 Double 0.042 3X8°•Box Beem eie I L12 Double 0.0329x2 W.826 ox Beam L) L12) 9 "Box Beam a L72 Double O.p32'XPx8:626' ox Sem' Detail L12) Chad Fre nding or Attache Freestanding Or. TABLE 2:1 Attached Freestanding or Attached Freesten Ing or Attache Freestanding or (Chad Fre ori Units Structure Muttls an Unita Structure Muitla an Units Structure Multls an Units Structure MWtls Unite MAX POST LENGTH MAX MAX POUT LENGTH GROUND TRIG MAX POS MAX MAX POST LENGTH MAX MAX POST LENGTH POST MM F0076R MAXAV+X I LENGTH FOOTER 8' ' 1C I 1T POST MN FOOTER H' I td I 17 KNOW WIDTH POST RE POET MBI FOOTER 9 I 10 17 POST MW FOOTER 6 ' I ' " 912E CONSTRAINED FOO SPACINGPOS 612E CONSTRAINED FOO LOAD (FT) PACING FOR SPA P BRE CONSTRAINED FOO SPACING POeT eRE CONSTRAINED F SPACING O 8125 CONSTRAINED FOO .+Q' •C 'C "d (FT) TYP -d 'd' 'd 'd' (PSF) ON SLAB SLAB (Fn TYPE 'd' 'd' '? 'd (FT) TYPE 'T ',r 'd •d' (FT) P •4' '8 'd' 'E' M N n In N In b N b N N n n N N In 90 MPH EXPOSURE B - 23 26 ' '3.3 B 12 1 IB 20, 21 t90MPHEXp08UREG 90 MPH TABLE 2:1 TABLE -22 -TRIBUTARY. -THS FOR SINGLE SPAN ATTACHED STRUCTURES k r pRO.IEC7ION OF SNeLE SPAN STUC'R1RES1 �✓ CAitaehed Freestanding or 20 21 27 11. 8 16. -Structure 2B Mulds an Units B'-1' iROUND TR® MAX POST MAX 26 4 MAX POET L,Ff4eTH _MAX SNOW WIDTH POST REOD . POST MN FOOTER 5 I 1C I 17 POST LOAD (FT) SPACING FOR SPACI POST SIZE ONSTRttt AINED FOOT SPACIP (PSF) 4.6 5 ON SLAB SLAB (FT) TYPE 'd � '� 'M IF'rl 28 11'3 8 20 ' 27 28 2ge'-0" (in) A PH WIND A p,pg29696" ox 86en1 Date L1 Double 0.042 3X8°•Box Beem eie I L12 Double 0.0329x2 W.826 ox Beam L) L12) 9 "Box Beam a L72 Double O.p32'XPx8:626' ox Sem' Detail L12) Chad Fre nding or Attache Freestanding Or. TABLE 2:1 Attached Freestanding or Attached Freesten Ing or Attache Freestanding or (Chad Fre ori Units Structure Muttls an Unita Structure Muitla an Units Structure Multls an Units Structure MWtls Unite MAX POST LENGTH MAX MAX POUT LENGTH GROUND TRIG MAX POS MAX MAX POST LENGTH MAX MAX POST LENGTH POST MM F0076R MAXAV+X I LENGTH FOOTER 8' ' 1C I 1T POST MN FOOTER H' I td I 17 KNOW WIDTH POST RE POET MBI FOOTER 9 I 10 17 POST MW FOOTER 6 ' I ' " 912E CONSTRAINED FOO SPACINGPOS 612E CONSTRAINED FOO LOAD (FT) PACING FOR SPA P BRE CONSTRAINED FOO SPACING POeT eRE CONSTRAINED F SPACING O 8125 CONSTRAINED FOO .+Q' •C 'C "d (FT) TYP -d 'd' 'd 'd' (PSF) ON SLAB SLAB (Fn TYPE 'd' 'd' '? 'd (FT) TYPE 'T ',r 'd •d' (FT) P •4' '8 'd' 'E' M N n In N In b N b N N n n N N In 90 MPH EXPOSURE B - 23 26 ' '3.3 B 12 1 IB 20, 21 t90MPHEXp08UREG 90 MPH EXPOSUR C' TABLE -22 -TRIBUTARY. -THS FOR SINGLE SPAN ATTACHED STRUCTURES k r pRO.IEC7ION OF SNeLE SPAN STUC'R1RES1 �✓ POST Footin 20 21 27 11. 8 16. 28 2B 31 B'-1' A 17 14 29 27 26 4 6'-11 A� T5' A 1B 24 26 27- 17-10' C 16 '27 2B 30 T4" A 17 2425 26 26 22 4.6 5 "T=11" A 63 A 18 24 25 28 11'3 8 20 ' 27 28 2ge'-0" S 8'' A 17 19 24 28 10. 5.5 T-1° A e' -1`A B .16 2J 24 '24 26 W-10' B B 20 20 28 28 29 Sa' . A 17 23 24 25 1B20 6 6'51 A SS' A - 18 23 M 25 10-1' B 2D 28 27 28 63 A 17 22 24 25 77TSa 6.5 5'-11" A Sa'A B 16 22 '23 25 93 9-10' 8 20 25 27 28 5-6- A 17 22 23 24 B 7 5'51 A 4'-10' A 16 22 23 24 8'4' B Z0' 25 '26 28 5-1 B 17 22 23 24 'YJ' 7.5 S-1' A 4'3 A 17 Z1 T, ' 24. T-10` B 20 25 26 27 4'-0•B 8 17 21 21 17 12 8 4'3 A 4-3" A 17 21 22 23 V-10- C 20 24 26 27 4'3 8 17 21 22 23 11 : g q'S' A 0'3 A 17 21 22 23 7'-1" B 20 '24 25 26 4'J1 B 17 21 22 23 8.5 4•-Y A 3'-10` A 17 21 22 23 e'•9" B 20 24 25 28 4'-1' B 17 20 21 29 9 3'-1 t• A J'-7` At7 16 20 21 22 SS` C 21 23 25 28 3'-10' B 17 20 21 22 9.5 3'-9' A 7'S' A l7 ZO 21 22 6-7 C 21 23 24 26 3'3 B 17 20 21 22 10 3'S' A 3'J" A 17 20 21 22 SS" C 21 23 24 26 T-5' B 17 20 21 22 11 3'-7 A 31-0" A t7 19 20 21 SS' C 21 22 24 26 3•-1" B 17 18 20 21 12 T-11' A 73 A 17 19 20 21 21 21 '4'-1D' C '21 22 23 24 7-11- B 16 19 21 21 13 2'S" A X3 A 17 19 26 4 T -Y 4- A T-1' A 16 23 24 25 11•S" 'C 10 18 20 28 r3 B 18 4.5 a'4" A 6'3 B I6 22 24 '25 11'-4" C 18 26 27 28 T-1' 8 18 22 24 25 5 SS' A 5'-71". '13 16 22 23 24. 10'3 C 16 16 27 28 53 B 10 R2 23 24 5.5 5'-Y A SS B 76 27 13 24 V.S. C . 18 26 26 27 6.01 B i6 21 23 24 6 4•-0• A 5'3 B 16 21 22 23 6'-1' C 1B 24 28 27 61,r B 19 21 22 23 &5 4'S A 4'3, B 15 21 22 23 63 C 16 24 25 26 6-0' B 78 21 22 23 7 4'-l' A 4'4• B 15 20 21 22 6-0" C 19 24 28 20 d•-10' B 18 20 22 22 7.6 T-10' A 4'-1' 8 15 20 21 Z1 T17• C 19 23 25 28' 4'-T B 16 20 21 22 B 3'-7' A 3'-10' 0 15 20 11 22 7'.Y C 16 23 14 35 4'4' 9 16 20 11 22 8.5 3'4' A 3'S' B 15 19 20 21 r -1P C Is 23 24 25 4'-1" B 18 20 21 7! . T' ' A T-8 e t 8 19 20 21 6S' C 1 B 22 24 25 3'-11' 8 18 18 20 21 9.6 3'-0' A T-3" B 15 19 20 21 6'-Y C 18 22 23 24 3'S' B 16 16 , 20 21 10 Y-10' A 3'-1" B 15 19 ZO .21 5'-1 t' C 19 21 19 29 7'S" B 18 1B 20 21 7•_7" A 7-10' B - 15 18 . 19 20 63 C. 19 21 23 24 3•d B 18 16 16 20 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE . (PATIO UNITS US90 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) '� 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 21 THAT HAS. ADEQUATE POST SPACING. T. USE THE APPROPRIATE FOOTER SIZE SHOWN. c 60 4 73 ' A 314" B 12 ' 10 20 21 5-0• C 14 .22 -4.5 7S' A 73a 12 /8 20 20 SS• C 14 22 7] ZI 75' B 72 19 . 20 21 5 25' A 73 B 12 18 .19 . - 20 51-7 C 14' '21 22 23 T-1° 8 12 18 19 20 6.5 2-7 .A 73 B 12 18 is 19 P3 b ' 16 21 22 23 TAW B 12 18 16' 20 6 '74r A 71' B 12 17 18 Is 451 C 16 20 21 I2 74" . B 12 17 16 16 8.5 11•10• A 7-1' B 12 17 18 18 4'-1' C 15 20- 21 71 75' B 12 17 18 19 7 1'S' A 1'-11' 8 12 17 18 18 T-10' C 15 20 21 22 74' . 'B 12 17 is 18 7.51'-T A V-10' B 12 18 17 16 T -71C 75 19 20 21 2-11 B 12 17 17 1g' 8 1'3 A 1'S' 8 12 10 17 18 3'4' C 16 7 B 20 21 7-0- 8 12 16 17 1 s 8.5 1'3 A 1'•7' B 12 17 18 18 T -Y C 75 19 20 21 1'•10' B 12 17 1e . 18 A 1'3 B l7 17 18 19 T-0' C' 15 18 20 20 1'S" 8 12 17 18 18 A 1'S' B 12 17 8 i B 7-10" C 75 18 19 20 ' 1'S' B 12 17 18 7 B 90 MPH EXPOSUR C' TABLE -22 -TRIBUTARY. -THS FOR SINGLE SPAN ATTACHED STRUCTURES k r pRO.IEC7ION OF SNeLE SPAN STUC'R1RES1 �✓ POST Footin 20 21 27 11. G 16. 29 29 30 T•.9" B 18 24 26 28 26 4 T -Y A 7'-1" A 18 24 23 26 25 264 11'4' C 18 27 28 30 T-1" B 17 ZJ 26 23 22 4.6 5 6.4' 5-0' A A e'S' 5'-tt` B B 18 t6 23 24 25 193 C 20 26 28 29 S 8'' B 17 23 24 ;IS 16 25 10. 5.5 5'-2` A SS' B 19 22 24 25 V e. C 20 x-20 26 27 29 6'-0- B 17 22 22 24 23 24 1B20 6 4'-9" A S-0' B to 22 M 24' 9-11 C 18 2S 27 28 5'-7' 8 17 72 23 14 13 6.5 4'5" A 4'S' B 18 22 23 24 8. 3 C 20 25 27 28 5' .7 B 17 21 23 24 B 7 4--1" A 4.4" B 18 21 22 24 8'4r C 20 20 26 24 26 26 27 27 e_it 4'-T R B 17 17 21 - 22 73 'YJ' 7.5 T-10' A 4--11 B 18 - 21 ' 22 23 T-7" T -Z C C ' 20 24 26 27 4.4' 8 17 21 22 23 12 8 3'-7" A 3'-10' 8 l8 16 21 20 22 22 13 22 V-10- C 20 24 25 26 4'-l' B 17 20 21 Z3 11 : 8.6 3'4" A 33 3'S' B B t6 20 21 22 '63 C 20 23 25 26 T-11' B 17 - 20 21 22 9 9.5 T -7`A T - V` A 3'1" B 16 20 21 22 6-T C 20 23 24 26 3'3 B 17 20 21 21 22 22 10 7-10- A 3--1' 8 16 20 21 22 5-11' C 20 23 24 25 3.3 B 17 17 20' 19 20 21 11 z-7" A 7-10" B 18 t9 10 21 5'5' C 20 22 24 25 3'S'8 B 18 20 11 12 '741 A 7-7" 8 . 77 19 20 21 53 C 20 22 23 24 3'3 .17 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE . (PATIO UNITS US90 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) '� 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 21 THAT HAS. ADEQUATE POST SPACING. T. USE THE APPROPRIATE FOOTER SIZE SHOWN. c 60 4 73 ' A 314" B 12 ' 10 20 21 5-0• C 14 .22 -4.5 7S' A 73a 12 /8 20 20 SS• C 14 22 7] ZI 75' B 72 19 . 20 21 5 25' A 73 B 12 18 .19 . - 20 51-7 C 14' '21 22 23 T-1° 8 12 18 19 20 6.5 2-7 .A 73 B 12 18 is 19 P3 b ' 16 21 22 23 TAW B 12 18 16' 20 6 '74r A 71' B 12 17 18 Is 451 C 16 20 21 I2 74" . B 12 17 16 16 8.5 11•10• A 7-1' B 12 17 18 18 4'-1' C 15 20- 21 71 75' B 12 17 18 19 7 1'S' A 1'-11' 8 12 17 18 18 T-10' C 15 20 21 22 74' . 'B 12 17 is 18 7.51'-T A V-10' B 12 18 17 16 T -71C 75 19 20 21 2-11 B 12 17 17 1g' 8 1'3 A 1'S' 8 12 10 17 18 3'4' C 16 7 B 20 21 7-0- 8 12 16 17 1 s 8.5 1'3 A 1'•7' B 12 17 18 18 T -Y C 75 19 20 21 1'•10' B 12 17 1e . 18 A 1'3 B l7 17 18 19 T-0' C' 15 18 20 20 1'S" 8 12 17 18 18 A 1'S' B 12 17 8 i B 7-10" C 75 18 19 20 ' 1'S' B 12 17 18 7 B OVER. 60 MPH EXPOSURE C TABLE -22 -TRIBUTARY. -THS FOR SINGLE SPAN ATTACHED STRUCTURES k r pRO.IEC7ION OF SNeLE SPAN STUC'R1RES1 �✓ POST Footin 20 21 '22 F_T` C 15 23 26' 2B 16 7.6 19 6 73 20 21 12 2l' 10:8' 60 4 • J'-0' A T4' B' 12 12 10 20, 21 S3 C 16 23 24 25 T51 8 13 20 21 22 7• ' 4:6 7S' A 3'4' B B 12 1B 20 21 6'-7 C 16 22 23 26 T-1` B 13 19 10. 21 11.5 17 5 T -V A YS' B 12 19 20 20 4'S" C 16 22 23 24 7-1 P B 13 1B20 T '21 Ir •B.S' 5.5 Yr7 A 73 IT 12 18 18 20 4'S' C 18 21 23 - 24 Y -T B 13 18 18 20 17 126 126' 13' 6 73 A 7S' B. B 13 11 18 20 4'-1' C 16 21 22 23 7-6' B 13 18 16 20 9 8.61 6.6 T-10' A 7-i' 17 13 17 76 19 T-10' C 1B 21 22 23, 'YJ' B 13 16 18 20 A 1'-11- B B 13 17 18 1 B 9'-T C 18 20 11 12 •,2'-1' B 19 17 Is is 7.5 1'-T A 1'-19 17 1B 19 9'4' C 1B ZO 11 : 21 2'•0• B 13. 17 10 1B e V' ' A Vr. B 13 OVER. Mullis en and Freestandln Structurag Post Description Me5dmL6n TABLE -22 -TRIBUTARY. -THS FOR SINGLE SPAN ATTACHED STRUCTURES k r pRO.IEC7ION OF SNeLE SPAN STUC'R1RES1 �✓ POST Footin He ht HANG /g 9 10' 11' SS 17 6' 10' &5 14' T 16 7.6 19 6 tr BS. 15 9 19' Bb" 28 1C 2l' 10:8' 27 11' C 1' ,f4 ,14.6, 4.6 S S 6.6 T 8.6 •7 7.6' 8• 8.6 a' S.5 19 10.6' 11• 11'6 7 6 S.S. S e.S 7• 7.6 a' 8' 8.6' 8.61 9 9 9.6 8.6' t9 19 10.& /&5 11' 1T 11.5' 11.6' 17 17 126' 1. 4• 6.6 9 6 e.5 5.6 T T 7.5' 7.5 8' . 9.6 9 'B.5' 1a 1&5' 11' 11.5 17 126' 13' 5' 6.5 T 7.6 B' B.6 9' e.5' 19 10.6' 11' 11.5' 17 126 15 I&T . 6 T 7.S Ir •B.S' B' 9.6 19 t&S IT 11.5 17 126 IT 13.6' 14' T 1. T.6 6' B' 8.6 8.6 9 9 9.5 8.6 10' 19 10.5' 10:6' 11' 11' 11.6 11.5 17 17 126 126' 13' 13' 13.6' 13.6' 14' - 14' 14.5' 14.6' 16' 8.6' 9' 9.5 19 10.6 11' 11.5 17 126 13' 13.5 14' 14.5' 15 9 10• 9 8.61 19 10.6' 11' 115' 17 1261 13 13.6' 14: 14S 15 1&S 16 8..FOR SINGLE SPAN ATTACHED UNIT USE THt 1•L)z1 omv " UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UMTS USE TABLE 24 9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 to. USE THE APPROPRIATE DETAIL'S FOR PATIO SLABS FOLLOW 1.6. FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB' OR HEADER POST SPACING SLAB .9. POST R MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE 2.4 Post Requirements for Mullis en and Freestandln Structurag Post Description Me5dmL6n Max' POST Footin He ht 0.0439696° Steel Clover . d = 23 '. 12' D 0,043"X3 X3° Steel Glover d = 23" IT E 0.1889696" Slee! S u d= 37" 16 F 0.188°x4914° Ste81 S care d = 44" 18' 0 0.1889c6"w Steel 5clugre d = 49 18' H Amertmax Building Products 6208 Tennyson Parkway Plano, Texas 76024 Carl Putnam, P. E. 3441. Ivyllnk Place Lynchburg, VA 24603 (434) 3842614 CadOutnarrAcomcisih et NOV 1 1 2007 .1 7/8/200'7 Page 3 of e LATTICE 20 POST SPACING$ FOR LATTICE PATIO AND COMMERCIAL COVERS IN 90 MPH WIND PSC 3 V -r C 28 35 38 42 25-6- E 24 33 36 40 39'-T C - • 40 44 LIVE 4.5 IVA" A W-3- C 27 34 38 43 24'-T B 25 f 12 Ga.3 38 40 eem D 8# 8 a 3 29 36 39 S u e 2.Ga 3 1r-7' C e9m 8 Ali 27 34 1 12 e 3 9 27-6" sam: 1 18 Ga 36 C Beam B 0 e 12 Oa 3W C Beam 18 an 5.5 TAB 28 78'1" C - ng or 37 41 a C or 32 35 39 6d F or 35 39 TA731 a 28 B 11'4- ruestso ng or 27-4' D 29 34 fen Dr 41 22'4' a FreestanrIIng or 32 38 39 34'-T ^ AStruchue 35 Multle an Unite 42 Structure 6.5 MLdtl an UnRe 264- 0 Sfcudlae Mu1tl en Utttfs 37 41 21'4' C 27 3hudute 36 Mtatl UNM D Sfnecture • M1atls an Unita 47 Strt9ehae Multls en UNte •• �pUND TR® 61AX POST M/Ot 37 41 MAIC POST LENGTH` MAX 28 31 MAX,POBTIEHGTH' ' I MAX MW FOOM MAXPOBTLENGTH V 17 ' 16 GRO1W0 sHDw TI:1B3AA7C WIDTH POST - MAIC POBT MIN FOOTER MAX POST LENGTH ' S ' ' MAX 30 33 MAX POST LENGTH a' 1- 17 I MAX 2014' C MAX POST LENGTH ' I BNOW yApT}{ FOST ROOT POST MPI FOOiBA 81 1 17 .' to PosT rAs•1 FooTPlt 8' 17 tr POST 30 33 38 40 2D'-3' D 18 31 '34 38 31-4" 0 33 17 Is' POST MIN FOOTFA BS 6'-0" 16' -POST MN FOOTER r 17 181 19'-8" (FT) 8PAdD•!O FOR �ACN P08T Yif�lt CONSTRAIN® FOO SPAC[N POB BR6 COH8iq/1NED 6PACW0 T6" 6� 244- 0 31 I (FT) SPACNO FOR 6PACN -29 am umerweo FCO aPACW P08T ' am coNaTRAD= 34 SPACING 08 a2E . CONSTPA94M FOOTEF LOAD 8.5 OH BLAB BLAB (Fn D 37 'Q' YN 'Id (FT) TYP@ Y w Y N (FT) 37 'T �T Y '7- (PSE) 41 M e SLAB Unt , 'd' 'd' "� 'tf (FT) TYP@ 'Q' � � 'd' (F'7) .33 "r W` 'E' 9d' ' (P8F) 37 41 %; 6'-7 �J ��11 276' O 33 13 35 38 17-4'. D 30 30 33 in Dl 0 35 36 37 r� D 12 6'51' A 21'6- D 33 33 38 39 16-T D 30 30 33 36' 27-4" 90 MPH EXPOSURE 8 '36 - 40 D 13 S-7 A 21'-3" 0 34 ' 34 18 99 15-11' O 31 31 MPH EXPOS laLE B '� E 37 97 37 40 B A 9 N 4%10' A 2014' 0 134 34 35 38 1511' D 4 17--0' A 37'4' C 34 39 37 ' 40 2514' B 23 31 36 38 3" C 10- 34' 38 42 80 4 6'-0' A 2311' O 22 31 34 37 1B'4' D 21 29 ]2 38 27-1' E 24 32 36 38 10 4.5 161-1' A 301-3' C 25 33 39 40 24'-7- 8 23 31 34 36 38'-1" 0 27 34 37 41 151-7' 4.6 6.4- A 27.5 0 23 30 34 37 1T4r D 21 28 32 36 28'A' E 24 31 35 38 WE 5 13'-7- A 29'-7 C 28 32 36 40 23'4r C 24 31 34 38 381-8' D 28 34 37 41 28 5 4'-10" A 211-6' O 23 30. 33 37 1514' D 21 28 31 35 27--0' E 25 31 34. 38 1'-11' 5.5 12'•4 A 28'-3' C 25 32 36 30 27-11' C 24 31 34 37 351-3' 0 28 33 37 41 5-5 4'4" A 2016' D 24' 30 33 38 15-11" 0 22 28 31 34 26'-T E 26 31 34 38 6 11'4' A 2714' 0 27 32 35 39 274' C 25 30 34 37 3P-7' D 29 33 37 40 6 V-0' A 20-2' E 24 30 33 36 1S-1' 0 22 28 30 34 25'b' E¢¢ 26 31 34 37 6.5 10.5- A 26'-e" 0 27 32 35 39 214-8" C 25 30 33 37 3T-8' D 29 33 36 40 6.5 3.6" A 19'6 ' E 25 29 33 36 14'-T D 22 27 30 33 24'4" E t -27 30 34 37 7 9'-8' A 26.1- D 28 32 35 39 21'-2' G 26 30 33 37 37-10" 0 30 37 36. '40 T T-5' A 19'-T E 25 29 32 36 131-9' 0 22 27 30 33 24.2•• E7 30 3317 7.5 9'-1" A 25'4' D 28 31 35 38 20.6" C 26 30 33 36 32'-7 D 30 32 36 40 7.5 T-2- A 16.5" E 25 29 32 36 13'-2' D 23 27 29 33 23'-7- E 17 30 33 37 9 8'6• A 24'-11" 0 29 31 35 38 20'-3' O 27 30 33 36 311-6' 0 31 32 35 40 8 3'-0- A 184' E 18 29 32 ]5 12'-0' D 23 75 29 32 23'-/' E 28 70 73 77 8.5 81-0" A 24'-5' D 29 31 34 38 19'5' D 27 29 33 38 30'-101 0 31 32 36 39 8.5 7-10' A 17--10' E 16 29 31 35 17-2' D 23 26 29 32 276" E 28 30 33 36 9 T$' A 24'-0' 0 29 31 34 38 19•-2' O 27 29 32 36 3001' D 32 32 35 39 9 76' A 17'4' E .5 2B 32 35 11'-9' D 23 26 29 32 Zr-T E 29 30 33 36 9.5 T-7' A 23'-T 0 30 31 34 38 W -e- D 27 29 32 36 291-8' D 12 32 35 39 9.5 2'6- A l8' -i D' E 27 28 31 35 11'4' D 27 28 28 31 21'-101 E 2B 29 33 36 10 6'-9" A 23'-7 0 30 31 34 38 18'-2- D 28 29 32 36 29'-2' D 32 32 35 39 10 7-6' A 16'5" E 27 28 31 34 11'-0" D 23 25 28 31 21'5" E 29 19 32 36 A 27.5- 0 31 31 34 37 17-4' O 28 29 n 35 28•-3- 0 33 33 35 38 11 77-_ _A- 156' E 27 28 31 34 10'4' D 24 25 28 31 204" E 30 30 32 36 12 516" A 21'5- D 31 31 33 37 16'-T D Is 28 31 3fi 27.' 4 E 34 34 '35 38 180 MPH EXPO8URE-C-� 13 5'•2" A 21'-3" O 32 32 33 37 15'-11" D 29 29 31 74 28'-9' E 34 34 34 38 14 4110' A 20'4- D 32 32 33 36 15'-3" D 29 29 31' 34 26'-1' E 36 35 35 38 18 4'.4-' A 211.1" D 33 33 33 38 14'-7- D 2B_ _ 29 30 31 25'4' _ E 35 35 35 37 1p w 4. • • ...-77--0' A 3 V -r C 28 35 38 42 25-6- E 24 33 36 40 39'-T C 28 36 40 44 LIVE 4.5 IVA" A W-3- C 27 34 38 43 24'-T B 25 33 38 40 38'-1' 0 29 36 39 44 5 1r-7' A 26-1' C 27 34 38 42 27-6" C 26 32 36 40 351-9' 0 30 35 19 43 5.5 12'4- A 78'1" C 28 34 37 41 2Z-11" C 26 32 35 39 35'4- D 30 35 39 43 B 11'4- A 27-4' D 29 34 37 41 22'4' C 27' 32 38 39 34'-T D 31 35 38 42 ' 6.5 iV6" A 264- 0 29 33 37 41 21'4' C 27 32 36 39 33'•8" D 31 - . 34 38 47 7 9'4- A IB' -1" D 30 33 37 41 21'-2' C 28 31 35 36 37-10" 0 32 34 38 42 ' 7.5 9'-1' A 264" 0 30 33 36 40 2014' C 28 31 35 36 32'-2' 0 32 34 38 42 8 8'6' A 24'-11" D 30 33 38 40 2D'-3' D 18 31 '34 38 31-4" 0 33 34 37 41 BS 6'-0" A 244' D 31' 33 16 40 19'-8" D 29 31 m 38 301-t0' D 33 34 37 41 9 ' T6" A 244- 0 31 32 38 40 19'-Z- 0 -29 31 34 38 3015" D 34 34 37 41 8.5 7-3" A 23'-7' D 37 32 18 40 .18'•8- 0 29 30 . 34 37 29.•8' 0 34 34 37, 41 10 61-0" A 233' 0 32 '32 36 39 18'-2' D 30 3O .33 87 W-2" D 36 35 37 41 11 6'-7 A 276' O 33 13 35 38 17-4'. D 30 30 33 37 28'-3- 0 35 36 37 40 D 12 6'51' A 21'6- D 33 33 38 39 16-T D 30 30 33 36' 27-4" E 30 '36 36 40 D 13 S-7 A 21'-3" 0 34 ' 34 18 99 15-11' O 31 31 32 •36 28%9' E 37 97 37 40 B A 9 N 4%10' A 2014' 0 134 34 35 38 1511' D 11 31 31 36 28'-1' E 11 JI ]7 40 18'4' i6 A 201-3' 0 36 35 16 98 14'-7- D Jt 11 31 38 25%6' E 38 38' 38 98 2p LIVE -- .� -- 41 - 9%11' f T-11- A A ' 24'-11' (24'-0`= AO PDA 29 23 97 31 36 34 36 38 20'51' 19'4- C D 21 22 10 29 33 32 38 38 11%6• 37-3" D D 2A 25 82 32 38 35 10 ' 39 5' T-1- A 23'3- 0 24 31 34' 38 1814" O 22 29 32 36 29'-2" D 26 32 36 39 5.6 (W A 22'-6-. O 24 30 34 37 Ir -10" 0 23 29 32 38 2813" 0 28 J1 35 38 0 5-1 r A 21'-9' 0 25 30 33 37 17-.0" D 23 28 31 36 2T4- D -27 31 36 . 38' 8.5 '515 A 21'-3' D 28 30 33 37 164' D 23 28' 31 31 2V -(r E 27 31 34 36 ' 7 51-1' A 20'4' D -26 30 33 36 1514" D 23 28 Ol 34 28'-1' E 28 31 34 38 7.5 4'51' A 20.1" D 28 30 33 38 18'-1' . D 24 28 30 34 256' E 28 31 34- 37 ' 8 4'51' A 19'5- D 26 28 33 36 14'-6- O 24 27 30 33 24'-11' E 29' 30 34 37 8.51 4'3' A 18'-6' 0 27' 29 32 36 14'-0' 0 24 27 30 33 24%6" E 29 30 34 37 9 3'-11- A Ial-W D 27 29 32 36 13.6" D 24 27 30 W 241-0" E 29 30 33 37 9.5 T-6' A 18•-8' E 27 29 33 36 1T-1' D 24 27 29 33 27--7" E 30 30 33 37 10 3'•8' A 16'4- E 28 29 32 35 174- O 26 26 29 32 237- E 30 30 33 37 11 3'-7- A 17-4" E 28 29 32 36 11'-11- O 25 28 28 32 224- E 31 31 ']3 36 12 7-11' A 16••0- E 29 29 31 35 1113" O 25 28 28 31 21W E 31 31 33 38 D 13 74" A 16-1' E 29 29 31 34 10.6" O 25 25 28 31 ' 21'r E 32 32 32. 38 D 14 2 A 16'•8- E 29 29 31 34 103" O 20 28 2a 31 20%8' E 32 32 32 36 B A 9 16 74' A 16'-0' E 30 30 30 34. 9'4"� D 2B 28 27 30 201-3" E• 33 33 33 35 30 '44"'-51-0""` 4'4" ro A 13'-1' D 24 32 3fi 39 18'5' D 73 31 34 37 29'-1' E 26 n 35 39 4.5 5'4' A 21� D 24 12 35 3B 17'6' D ZZ 30 >3 37 28'-0' E 28 31 35 38 5 4'-10' A 21'6' D 25 32 35 39 165' LI 23 ]0 13 38 27--0' E 37 3t 34 Ie 6.6 44" A 274' D 25 31 35. 38 15-11' D 23 29 32 38 26'-2' E 27 31 34 38 8 4.1- A 2VT E 28 31 34 38 151 -It D 23 29 32 35 251-6' E 28 . 31 34 37 ' 8.5 3'6' A 78'4' E 28 31 34 38 14'6' D 24 29 31 36 24'4' E 28 30 34 37 7 3'6" A I9'-2" E 27 31 34 38 13'5' D 24 28 3t 35 I4'3' E 29 30 33 37 ' 7.6 7-3' -A 1814- E 27 30 34 37 f3'-7 D 24 28 31 34 23'-7- E 29 30 33 37 81'-0- A 18'4' E 27 30 34 37 12'6' 0 24 28 31 34 23'-1' E 30 30 33 37 e-6 Z-10- A 17'-101 .E 28 30 33 37 17.2' 0 24 17 30 34 27.8' E 30 30 33 36 B 74' A IT4' E 26 30 . 33 37 11'5' D 26 27 30 33 2Z -Z' E 30 30 33 38 8.6 14- . A 16.1P E 28 30 33 36 11'4' D 25 27 30 33 21'-10' E 31 31 33 36 10 11A A 18'4" E 28 30 31 • 38 11'-0- D 25 17 30 33 21'-6' E 31 31 32 36 11 7-2- A 18'4" E 29 Is 32 38 101-4' 0 25 28 20 32201-0" ' E 32 312 A 36 40 ov 4rn 4'4" ro Y A 211.0" 0 23 3/ 35 ' 38 16-3' D' 21 29 33 38 28'•6'. E 25 12 36 40 4.5' 4'-0" A 2017-E 23 31 34 38 IV -3" D 21 19 32 35 28-6' E 25 32. 36 39 5 3'-7' A 18'4- E 24 31 34 39 14'-3" 0 22 29 32 36 24'-7" ' E 20 32 16 39 5.6 T-3' A 16'-16' E 24 31 34 37 13'4- D 22 28 31 34 23'48' E 29 32 35 39 6 T-0" A 18'4' E 25 30 34 37 175" D 22 28 31 '34 23'-1' E 27 31 36 38 8.5 21B" A 77'4' E 26 30 33 37 17-7 0 22 27 30 34 274` E 27 31 34 18 7 7-7" A 1717' E 26 OD' 33 37 111.7- D 23 27 30 33 21'-11' E 26 31 34 38 ' 7.8 .7-6' A 151-T E 26 30 33 36 11'-1" D 23 27 30 33 21'-6" E 28 31 34 _ 38 23 27 29 91 . 21'-0' E >0 31 34 37 8.6 2'-1' A 151-T E 27 29 32 38 W-3" 0 23 28 29 32 2p'-7- E. 29 36 34 37 9 2'-0' A 16"-1' E 27 29 32 35 P-10" E • 23 20 29 32 20.3' F 29 10 34 17 8.6 1'-11' A U4 r E 27 29 32 35 9'4"E 23 26 29 32 19'-10' F 30 30 33 37 f0 1'-0' A 1 14'4' 1 E 1 17 7,8 92 35. 9'-2' E 24 INS -26 31 164' F 90 30 13 37. 90 MPH EXPO$URE 8 ' 40 4 '4'4" A 211.0: D 21 j0 33 37 16'1" D 20 28 31 34 4.6 4b" A 201-71 E 22 30 33 38 16'-3' D 21, .28 91 34 5 T -T A 19'-W E 22 29, 32 38 14'1" D 22 27 30 33 B A 9 5.6 3'1- A 18'-1p'_ E 23 28 32 38 13'6" 0 22 27 30. 33 A 18'4' E 23 28 32 35 176" D 22 26 29 ' 32 �vO 8:6 74' A Ir -81 E Z4 29 32951 12'3" D 22 26 29 32 7 7-7' A 17'-1' E 24 28 31 16. 11'-7- D' 23 2S 29 32 7.6 7-6" A' 151-7' E 24 28 31 34 11'-1" D 23 26 28 31 p f< 8 71" A 1R-0' E 26 28 31 34 10'4" O 23 25 28 31 L 8 ,n 46 2F7" A 151-T E26 2831 34 10'•3" ' 0 .23. 25 28 31 9 2%51" A iS-1" E 25 28 '30 J4 6 E 23 25 27 10 f E O 9 9.6 1'-11' A Iiw E 28 27 30 34 914" E 23 25 27 .30 _ .. I 1 101 1 1 -•ti 1 x 1 11.9- 1 t 1 z6 1 27 I 30 I 33 11 'PT I E 1 z9 i 49 1 zt 1 4u. I 1 �Of.CP11.�F�Q� 7tsi2o07 Page 4 of 9 r 4jqr,#,,Z- LTTT Beit • 2 .I �» 121x20241 o/c . 3101 116' o/c At LATTICE )49'\ (3105-H26, ALUM. ALLOY) t=0.02co 0.032' In l� co = M1 HEfAQER L2 && RAFTEfZ S" DEPTES/ LAL4 POST E(3004-H36<ALUM.tALLOY) O 3105-H26 ALUM. ALLOY) `(3004-H36 ALUM. ALLOY) FOUR #B SMS RAFTER TO HEADER 7 t 7 8 CONNECTION BRACKETS 6063T6 .048 MIN. ASTM A-653 Fy=40 KSI tl5 STEEL .CONNECTOR FOR WOOD' POST CONNECTION /8 X 2 " SYS FOR 1 1/2- 02 /2' IpTilt2- i 8 x 2 1/2' II��ORR 2�' 1AT110E litCE UM: RAFTER •StRLCRRE RAFTER HANGER • (DETAIL L7) IQ x EA SIDE 1 USE TWO #14 SMS WHEN (BALTERNATE RAFTER TO WALL CONN. ATTACHIf,IG TO STEEL C BEAMS.. 136 MPH REQUIRES THREE 1114SCAEWS FOR TRIB WIDTHS ovER ID.' STUD '. {' ALUM ALLOY . i• lYP SEE TABLE . T=0.060'' /4' LAG SCREW W/ 2•$5' W 00 CER- 2 X DEPTH ELOW FOR ELE BSCHEDULE ti gp }q 0.= EMBED INTO W013D STUD S 114 ��1 1T IS' L9 SEE TABLE 7.6. COLUMN - 0,042"x3'k6" 8' 77 15' ANC4 FQR QUANTITY E IpfEf USED-W\2�X-6-t/2� RAPIERS. BRACKET USED W/ 3'x8' 15' 15 AND 3'x3' RAFTERS' Double 2x6 p� •RAFTER •StRLCRRE RAFTER HANGER • (DETAIL L7) IQ x EA SIDE 1 USE TWO #14 SMS WHEN (BALTERNATE RAFTER TO WALL CONN. ATTACHIf,IG TO STEEL C BEAMS.. 136 MPH REQUIRES THREE 1114SCAEWS FOR TRIB WIDTHS ovER ID.' STUD '. ;K b .ble Tr3M Wk1M 3' x 3'.xETAL POST . i• lYP M. of #6 Sorew s . ed ; t to Header 2 3 4 5 gp }q 0.= Dcubta 296 12' 1T IS' 16 6rPe_ 0.042 0,042"x3'k6" 8' 77 15' 15 0.0 2 Double 3X6 15' 15 1] 0032 Double 2x6 6' 17 tS tS 73rD( 0.042 0.047)(3'X6" 5' ar, - 0.042 poublsax6 ' . 10' 16 T5 t3' ' No. of #14, hrews ; 13 003 DoUble 2X6 T. 1 ' . IS IS BCpC 0.042 0.047x3NiF 5' 7 t0 t3 0 2 Double3gs 10' 1S 1S . 15. •StRLCRRE RAFTER HANGER • (DETAIL L7) IQ x EA SIDE 1 USE TWO #14 SMS WHEN (BALTERNATE RAFTER TO WALL CONN. ATTACHIf,IG TO STEEL C BEAMS.. 136 MPH REQUIRES THREE 1114SCAEWS FOR TRIB WIDTHS ovER ID.' STUD '. REQUIRED x� 3' x 3'.xETAL POST . i• lYP m� Y x 3' META. POST TWO #8 SMS EACH SIDE 1' EIGHT 014 SMB- s' EIGHT 'tri SMS 1 1/2' FOR 2 X RAFTERS 1 3/4' FOR 3 X RAFIbIS (6063-T6 ALUM. ALLOY, T- 0.0601 tw 3/B' A-307 BOLTS .VITH O O _ TVG 3/B'xa• EMBEDMENT O LS -e vASHERS ONDO BOTH MEAD O O LAG SCREV V/ 1270. ONE @!.EACH SIDE OF POST. C).p AND NUT, ONE ON EACH'SIDE OF POST. 1' -rein TENDER FLOOR .HIST DECKING L$ .00IATLAS F- OR HEADER UTILITY GRADE OR BTR L14 ATTACHED STRUCTURE [DOST L73 ATTACHED 'STRUCTURE POST TO DECKING TO DECK FLOOR JOIST .SEE GENERAL NOTE X19 3/6' LAG SCREVS L1 \ CF -V aF.PENETRATLDN \ INTO VALL STUD) i 0 3' X 8' ALUM 1.5' min RAFTER BRACKET 1. e _— 3' X B. ALUM HEADER 1.' min -� I `014 SELF-DRILLWO SCREV OL15 POST ALTERNATIVE FOR'. SLAB ATTACHMENT ONLY r L- Llai' FOR 2' X 6 1/2"' L= 2M FINE 3' X'8'•RAt'M SEE TABLE 7.6 FOR cc FASTENERS REQUIRED x� . i• lYP m� TEP TWO #8 SMS EACH SIDE 1' s' 1 1/2' FOR 2 X RAFTERS 1 3/4' FOR 3 X RAFIbIS (6063-T6 ALUM. ALLOY, T- 0.0601 L7 RAFTER HANGER 0.72171.560.72 —�0.93� - • 0.72 93 56 -3.00 0.37 0.72 —I F-0.17 t (I N)= 0.040 (ALUM) COSUAINS U Y BE 12WMED W/F. � OR � G � uj Of C 6 139 EXP.6 9 qr \ o' CIV1� �P gOFCA11F�e� ' NOV. 1 i 2007 ,Engineer's Stamp 'Box ' i 60X SMS SECTION ' NOTE: USE PLASTICPLUG TO FILL 1/2' 01A ACCESS HOES WHEN TrACHING SYS, D:tOLANOTHER BOX SECTION IN WHICH IRE SYS LENGTH WWW EXCEED 2 1/2 L8- TPLASTICjP� UG _DETAIL ?AFTERS SEE SCHEDULE. ZE AND SPACING TERNATE 2- 2"X 6 1 .. HEADERS IN PLACE..OF 3"X 8" HEADER • WITH POST & SIDEPLATE.$ 3"X 3" POST L72 ALTERNATE DOUBLE 3" x 8" AND 2" x 6.5" HEADEf2S mx 5208 TENNYSON PARA C 111JEN QGPRODUCTS, SUITE 100 INC PLANO. TEXAS 75024 BEJ/CP N7g omDonen arts Connection Details For Patio & . Commercial Lattice Structs 7/6/07 ': LT01-2006.-_ 171 of. ALTERNATE 3" SO. POST CONNECTOR BRACKET > • L 16 (8063-T6 ALUM. ALLAY) i - 2.5" .060 - 0.04lx3'x3' STEEL POST DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X 8" X 12 or 16 GA. 'C' BEAM HEADER CONNECTIONS • , ,43 8' 12°"OR 16 GAUGE 3"X 8" BOX BEAM WRAP •y I Rs' X 8" X 12, 16 GA. STL. 'C' BEANt WRAP W/ 3" X 8" ALUM. BOX BEAM F 3", 4" or 5" 0.188" TYP. L2t 3", 4" OR 5" STEEL POST Fy=36 KSI ,� :moi•. 3/8' BOLTS W/ 1' DIA. x 3/32' THK. STL.. WASHER TO 8' STEEL 'C' BEAM SEE TABLE .7.4 COLUMN 'N' FOR QUANTITY FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 COLUMN '0'. -L 0.750" �l 0.750" -T 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY — OR #I4 SELF DRILLING SCREWS SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY 2' x 4' Stud J 3.5" MIN. 25' MIN PEN ETRATIDN _ INTO WOOD FRAMING P EiDEE41LRIGHT `�` Aum" 2x WOOD RArrt a / FRAMING DOUGLAS 1/2' FIR -LARCH FASCIA 82 OR - STIR L 24' 0/C FOR MAXIMUM sEo OVERHANG SEE SCHEDULE 0 RIGHT L 1 7 ALTERNATE EAVE ATTACHMENT SIMPSON A34 ADD TWO CONNECTOR 16D NAILS o OR EQUAL @ EACH RAFTER OR TRUSS 1/2' FASCIA WOOD FRAMING. DETAIL "A" 6 - #10 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL SPUCE MUST BE Z ON POST L19 HEADER 5 UCE DETAIL 2- i14 SMS 0 FIuCR SIDE SEE ALLOWABLE. DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 3" X 6' READER o . o 2- 1' X 6 1//2' SIDEPIATES 3 OK.El? SIDE OF POST Sent with permanently 'Ft6xible fL waterprooF se Ll*nt 2' x 6' Ledger Board .(optional For lattice patio covers If LAG SCREWS use 1'0 washers to attach rafter LOVi lin. brackets) T. 3/8' Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal wlth permanently flexible & waterproof sealant .u� Synthetic Stucco or other .non-structural covering Q* max. thick) . Sheathing L22 STUCCO ATTACHMENT DETAIL WITH LEDGER BOARD C LWaMnow Load Wind Load SIZE FAM 0'M for IxWoe Covera Zr. ODG 12" t8" I0" -to Pof 2x4 .1 90 MPH 5xpB 24 22' 27 11744 IW4r 896 22 22- 22' 22' RsP Zx4 22 1-1 8o MPH -Exp C. 2x8 22 2Z 22' 16-4" 2x6 22' 22• 22' 2Z 20. t' 0"-9-7-7- -t t 110 110 MPH Exp( 2x$ 220 184" t7-10" 9'-4" - 2xa 22' 2Y I 22' 191-ir 25 psi 2x4 e -g"-1" 3-1- 120 MPH Exp C 2x8 27 T4 2x 2I. 22' 28.5" '30 771"'_ 130 MPH ExpC 2x6 18•-3" 11'-11" 8'-2^ 2x8 22' 22' t6'-9` ' 46 Pa 4 5- -g 4 130 MPH Exp C 2x6 13'-3" 8'� 5-9•' 2x8 18'-8" 17-Z^ t2' -v, 66 p 1 4' '130 MPH Exp C 2x6 8'-3"5'-4"3'-3-T$' 14Z 14 SMS 6" 066 . NOV 1 1 2007 Engineer's -Stomp 3" X 8" BOX BEAM HEADER —ALUM. "H" ? BRACKET 3"X 3" .ALUM. POST ALUMINUM 'H' BRACKET FOF CONNECTING POST TO HEAC (6063=T6 ALUM. ALLOY). ednaax- 5208 TENNYSON PkRF -SUITE 100 BL4LDIHG PROULM, INC. PLANO,• TEXAS 75024 0" EM Tyw- mom onent rarts ac Connection Lietaii: NTS Fnr ni;^ 21 r`........e..-,..I 1..ac:__ ci _ .T02-2006 2 of 2 1/8" r: 0.024' 0.024" . 0.014" 6 5/8- 6 5/8" 3. 3" 3'.SQUARE-COLUMN (3105-H26 ALUM. ALLOY) L24 �2�.x�6s""SIDEPLA-TES -.,2,3004-H36-ALUM: ALL(JY), Lattice or Solid Pnnels 0.0 42'.3--87 Alun. Brnck_et • Lattice orAl"r' 8 SMS Solid Pnnels% 3' x 8' Render #1•{ 3' x B' Header sit (0.042') I (0.042') 2' x 6' Side Plate 1110 SM I I k1i I 3' x 8' t 3"x3" POST f 3"x3" 2x6.5" SIDEPL I I ;. FOUR 414 SD SCREWS EACH SIDE FOR 90 MPH EXP C SLAB -AND UP TO d=28' FOOTING. TWO 3/8' BOLTS FOR 90 MPH EXP B, AND OR SIDE MOUNT . FOOTINGS' UP TO d=24' - THREE 3/8' BOLTS fOR FOOTINGS UP TO d=28' AND 90 MPH EXP C TRU /RAFTER Snow O/C-SPAGING w TWO 3/8'. GALVANIZED POWERS WEDGE 5 BOLTS (ICC ESR 1678) W1 2' EMBED FOR ALL SLAB AND FOOTINGS UP TO 'r d=23'. USE 3.5' EMBED FOR.FOOTINGS UP`TO d=31' 3"X. 8" ALUM. HEADE 2"X 6 1/2"X .024" 10. 21,-6„ 14'-¢" �So ALUM. SDEPLAT 25 3"X 3" 2"X 6.625" / 9 POST ISIDEPLATES . L25 S 'b• ALUM. FOOTING 3" x 8" HEADER CONNECTION a a" 6'-0" ALUMINUM BRACKET FOR CONNECTIONG BRACKET POST TO FOOTING OR SLAB 6'_10,.. 4%6" 60 (6063-T6 ALUM ALLOY) ° SINGLE SPAN ATTACHED UNITS ONLY .Qe °°' °'° • a STEEL BRACKET. SLAB. OR FOO NG 1" SPACING BETWEEN SCREWS ' . LZS 89 gj EXP. L26 r WITH 3"x3". ALUMINUM RAFTER ALTERNATE 1.5" #10 OR #14 SMS L30 RAFTER O ATTACHMENT LATTICE HEADER SIDE TOP MOUNT BRACKET 3/16" ASTM A36 STEEL 8" BRACKET IS 1.25' WIDE 8. ALUM an't� BUM (SPF) RAFTERe RU40M SMS lior].S' sas." TOP T L ATTACH PER TABLE 7.5 MAX !?V FOR TOP. OR SIDE MOUNT . Live/ TRU /RAFTER Snow O/C-SPAGING Load 16" o/c CW -0-7-21, 10. 21,-6„ 14'-¢" L2) 11'-3" T B" 25 4 11 30 a a" 6'-0" 40 6'_10,.. 4%6" 60 V.T' 3'-O" 4- #14.SMS EACH SIDE 12J .50" 3.00' so IFS- 0.09.A� �-I �1 O F-2251— I q14 x 3/4' TEK FOUR= #14 SMS + EACH SIDE, SPACED EVENLY + 3" ALTERNATE POST CONN. BRACKETS (STEEL A-653 Fy=40.000 PSI) FREESTANDING OR ATTACHED p"ai A DDITIONAL 1/2' m FOOTING TO POST-C�NEL:PO'ST=� RS AS REQUIRED CONNECTION DETAIL NOTE BELOW) L29 ° o . 1/2"0 STEEL REBAR L27 ALTERNATIVE SPLICE FOR ATTACHED .UNITS EAVE ATTACHMENT /4" S'T,q �► " SAVE OVERHANG AND. OFCpCI 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER BOARD l y SIDE' MOUNT BRACKET ngineer s amp 12" MIN i C' N ��., I D 4 D 0 o p 2" H• r: CONCRETEcFOOTWG USE 1 1/2" m STEEL BAR FOR FOOTINGS UP TO 2' o BARS FOR FOOTINGS Up TO 46" CUBE AND 3 - 1/2" 0 BARS FOR FOOTINGS. UP TO it' Ulf. ' 5208 TENNYSON PARKWAY sv`�iI Dae Roo SUITE 100 PLANO, .TEXAS 79024 mponent Parts & Can Ni;-]-,Coar ntie & Commercial 3'of 3 EXISTING EAVE WOOD FRAMING ALUM ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND RAFTER I" PERMANENTLY SEALED ff10X1.5" SCREWS 6 PLACES 4 11 P(( 3/16" ASTM A36 STEEL BRACKET. CJ 1" SPACING BETWEEN SCREWS ' . LZS 89 gj EXP. 1/2"0 STEEL REBAR L27 ALTERNATIVE SPLICE FOR ATTACHED .UNITS EAVE ATTACHMENT /4" S'T,q �► " SAVE OVERHANG AND. OFCpCI 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER BOARD l y SIDE' MOUNT BRACKET ngineer s amp 12" MIN i C' N ��., I D 4 D 0 o p 2" H• r: CONCRETEcFOOTWG USE 1 1/2" m STEEL BAR FOR FOOTINGS UP TO 2' o BARS FOR FOOTINGS Up TO 46" CUBE AND 3 - 1/2" 0 BARS FOR FOOTINGS. UP TO it' Ulf. ' 5208 TENNYSON PARKWAY sv`�iI Dae Roo SUITE 100 PLANO, .TEXAS 79024 mponent Parts & Can Ni;-]-,Coar ntie & Commercial 3'of 3 .•.v:.+.�.._r. .. ,... ;a.. ,.:_t..w; ,. .�.ti..., a}+..•.......,:.. ,.„`4+.:.�..�:.• K ...i _a.... _.-..`.a':4."..,.. - �... .:..'wL. ,...,5�.:�^ .�:.r:.•.:7...+.:. :....�.. _ ...-.. <,,. W.vx.'..!�'... -.•. '4X.:. ,•,-_. _�.... _......,.. ,. _w ,...... .1,......:.. 'C"�,,-,.....•._.._.._........r....•,.._.+.,.-..`. w:_.?.:..w .,,,,•,... ....... - �.._, 0.032'X2'X6.625' ALUM HEADERS OR v — ALUMINUM RAFTERS Wb-S&II) PANELS •0.042'X3'X8' ALUM HEADERS NOTES+ ' ' R 1.- FIBERGLASS POSTS ARE 2'96.25' ALUMINUM DOUBLEHEADERS NON—LOAD BEARING. 3'X8' ALUMINUM DOUBLE HEADER 2. ATTACHMENT TO HOLD COVERING PLASTIC HOLE PLUGS IGHT #14 SMS AGAINST MINOR LATERAL FORCES, 3. USE MULTIPLE BRACKETS AS NEEDED. 1' KIN 4. FIBERGLASS POSTS MAY BE #14X3/4' USED FOR ANY STRUCTURE. t TEK SCREW I I I I I I I I I I I I STEEL OR ALUMINUM POST FIBERGLASS" NON LOAD BEARING POST LOAD BEARING POST SEE DETAILS L25, L29, N8, NIS, N29' AD, Al,. AJ,_FIBERGLASS DECORATIVE AP OR -A6 FOR POST/ ; I �— .POST COVER CONCRETE ATTACHMENT FIBERGLASS ; I POST COLLAR ; 1.5'X1.5'. STEEL L ANGLE BRACKET CTYP) SLAB OR I I.. , 3/8'X3/4' BOLT FOOTING ; CONCRETE ANCHOR M 3 d' d 1' a 4• a 'Odd- •• FIBERGLASS PAST COLLAR FIBERGLASS DECORATIVEj�j2 POST COVER h I I � I I 3/8'X'-' BOLT 1.5'X1.5' STEEL L I I ANGLE BRACKET (TYP) I I ' I I f I STEEL OR ALUMINUM I I LOAD BEARING POST � I EXISTING ROOF . _.,-ROOF SNOW LOAD PATIO COVER M4 NOV V 1 2007 Engineer's Stamp STRUCTURES COMPLYING WITH THIS DETAIL D❑ NOT REQUIRE ADDITI❑NAL DRIFTING SN❑W CONSIDERATIONS GROUND SN❑W MAXIMUM LOAD (PSF) 'h' CIN) 10 9 -15 1'4 20 17 25' 18' 30 20 40 25 S0 30 60 33 1lVlei�'1•mx_ 5208 TENNYSON PARKW ((t(cY //� BUILDNIGPEiODUCT6, [�C SUITE 100. ' PLANO, TEXAS 75024 CP NTS Miscellaneous Details 7/6/07• M1-2006 1 of , FAN BEAM B 0.042'x3'x8' HEADER CEILING FAN OR LIGHT FIXTURE L POST - 10 .. T'Rf)3 2:000,. 15'-B 23'-0' .WALL HANGER POST REQ'D 0.120'x.2'x2'X2' R0.170 0.060 1.430 (FT) SPACING 'L' ANGLE PACW 0..048 saz .LONG 6063T5 ALUM 0.048'x1.5'x2.5' 6005T5 2'X2' FAN BEAM 6063T5 ALUM. '� or. B 2'x2' FAN BEAM Iln) #10X2' 11'-8" 0.042'x3'xB' W4r A -- SCREW -13'-10' A. WALL HANGER A 19 #10 SMS SCREWS FAN BEAM FASTEN TO HANGER FAN BEAM tux Posr MAX. SEE NOTE 41 A 12-7" a 20 6 1 1'-4- STRUCTURAL 12-01 B 20 6.5 10-S-- A )1'-T B 20 7 9-8' A PANEL 1.5' or 2' I' 7.6 5-1- A 10.9" B al 8 e4r A 10'-5' U -L; 21 FAN BEAM B 0.042'x3'x8' HEADER CEILING FAN OR LIGHT FIXTURE L POST - 10 .. T'Rf)3 2:000,. 15'-B 23'-0' 0.04s .. POST REQ'D 2.090 R0.170 0.060 1.430 (FT) SPACING FOR PACW POST saz ON BLAB 0.048'x1.5'x2.5' 6005T5 2'X2' FAN BEAM 6063T5 ALUM. '� or. NO ORIENTATION SPECIFIED 2'x2' FAN BEAM Iln) 4 11'-8" 0.042'x3'xB' W4r A -- HEADER -13'-10' A. 10 PS LIYE.LOAD 90 MPH EXPOSURE C A 19 5 t 3%-2' A 13-2' tux Posr MAX. t.2-4- A 12-7" A CONFORMANCE TO THE APPLICABLE ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THIS DETAIL AND MUST BE APPROVED SEPERATELY. C .8.39\- 1200 LPTgT :CI 1. CALF , N0 1,1' E,�eer's Stamp / T'Rf)3 30 OLS 15'-B 23'-0' ATTACHED WIDTH POST REQ'D POST MIN . FOOTING (FT) SPACING FOR PACW POST saz ON BLAB SLAB (M TYPE '� (FTI Iln) 4 11'-8" A W4r A "19 4.6 -13'-10' A. 13'-tcr A 19 5 t 3%-2' A 13-2' A 19 5.5 t.2-4- A 12-7" a 20 6 1 1'-4- . A 12-01 B 20 6.5 10-S-- A )1'-T B 20 7 9-8' A 11'•2- a 20 7.6 5-1- A 10.9" B al 8 e4r A 10'-5' B 21 9 78' A 8'•7- B 21 10 6-•9' - A 8'-2" B 22 11 G-2' A T•9" B 22 12 51-81 A T-1" 8 22 13 5'-2' A 6':7' B 22 14 4'-10' A 6.1' B'. 22 15. 4'$ A 5'-8" 8 22 16 4'-3" A 5'4- - B 22 17 4'-C1' A S -a, ' 8 . 22 Welyht of fanlltghts Allowabte Spans 0.P48 x1.b"x2 b 2"x2" FAN BEAM 30 OLS 15'-B 23'-0' 40 lbs 11'-10° 50 lbs 5-5" 1T-10" 80 lbs T-10" 75lb.S -v_r Al11EI'Lj Y���j 5208 TENNY50N PARKWAY BUILDING�RODUC78,[iVC SURE 400 PIANO, TEXAS 75024 Tym CID NTS Miscelloneous Details 6/07 M2-2006 2 of 4 February 22, 2008 Heath Morgan Amerimax Building Products 28921 US Hwy 74 Romoland, CA 92585 Dear Heath This letter is in response to your question about rafter spacing. It is acceptable to double the rafter spacing in Tables 1.1 to 1.9 in the standard plans, Amerimax Building Products Engineering for Patio Covers Carports and Commercial Structures, if the rafters are also doubled. The maximum allowable rafter spacing is 48" for a maximum ground snow load of 25 psf and a maximum wind load of 110 mph Exposure C. Rafters spacing may be doubled in a 30 psf ground snow load area if the maximum spacing is 36". Please contact me at (434) 384-2514 or at cad putnamacomcast. net if you re ire information. Sincerely, Carl Putnam, P.E. BUTTE COUN APPRCI'�I ;i� i ------------ XV J _ 0 40 +� i (Al v L.) .�a . �� FEB 17 19 99 l f G IV ISIOIV' D� _--'_ . --ate. l d rj a Chico, California-- . Landsca ing: — - — - -- - ----- Other: Signature: BUTTE COUP ell SIGN t I_ RP L ESIDENTIAL' --- 041-650-012 �` 041-650-012 PERMIT#98-2869 �- DUGGER, William & Patti i 3549 Lonnie Lane, Paradise PERMIT NO. New Single Family —✓_:—. / PERMIT EXPIRES i _OWNER +CONTR.. ' ,ASSESSOR PARCEL i LOCATION Temp. Temp. Po f Calle 1 cV� Temp. Ele Called { Temp. 0 f( - CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY -OFFICE}COPY 1 .Address s , 1 GAS Meter By D ELECTRI Meter By ate Called PG&E JOB FINALED (Date) Signature v=QK 0 = Not OK = a"otReady MOBILE HOMES Date MOBILE HOME UTIUTIES (Plans) OK except #'a 1. Zoning Requirements - Setbacks -Easements 2. Sods; Special MH Support Sketch 3. Sewer Location -Test -Fall -CIO -Concrete 4. Wats Location -Test -Easement Needed (Sketch) S. Electricity; Location -Clearances -Grad•/ /Amp -Concrete 6. Gas: Location-Tes Wrap: / ^A / /Nat or/ PL'tt/ /LPG 7. Well Clearance b Disconnect 8. Utility Clearance ti 9. Siding; NailingaleneerSh coo -Mesh 10. Root Shthg-Roofir g Date Card B-1 Date Card B-1 Date Caro B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks Easements Date 2. Footings; Sb*.Spadng-Mariage Line Date 3. Gas; MH Test-0ermand•VaheConnector 4. Electricity; MH Test -Crossovers -Breakers -Clearances S. Drain; MH Test-Fai+lexConnector 6. Water. MH Te"egulator-Connector 7. Water and Sewer Connecte"/O to Grade -HD Approval 8. Gas and Elecukity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 10. Plumb.: Ca Tes0Mater Supply Test 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 #'a 1. Zoning Requirement"etbadcs-Easements 2. Footings; SoilsSize-DepthSpacirng-ConnectD Steel 3. Decks; Girders and/or JoistsmDecking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftra.-Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns-ConnecdonsSpfice-Decal-Enclosures 6. carports; Windows -Doors 7. Electric S. fYmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; NailingaleneerSh coo -Mesh 10. Root Shthg-Roofir g 11. Ext; Stepo-Doorg-Lanc'ingo 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 #'a r . 1. Setbacks -Easements 2. Sorts; Compaction -Structure Stabiiry 3. Pool Strumae; Sores -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting. Ustance-GA 5. Elec.; Pool Lightirg.15 Vlolts4M 6. Elec.; Enclosures; CondritEntries-TerminalsUsted 7. Elec.. Bonding Metal wX-Ckcufa&y Equip. -Heater S. Elec.; Gmundrrg; Equip. WS Ckctdating Equip. -Pod LBhtg. Boxes•Endostres-Panelboarda-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.: Ca Tes0Mater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 v = OK 0 = NOLUK Not Applicable • = Not Ready Date JJNDERFLOOR (Plans) OK except RESIDENTIAL (Single & Duple -x') 2. .,'Main; Soils-Elec. GmdA' _ /'Ftg. Depth F arage; Soils-Steel-Elec. Gmd/ P Fg. Depth tg. Porches & Decks; Soils -Steel-/ t Ftg. Depth tls, Main; Steel-Bbckouts-Wrapped J 6. Is, Garage; Steel-Blockouts-Wrapped Downs and Special Anchors 7. Slab, Steel -Wrapped iers ce Ftg.Steel W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Ga ipe; Sine Anchors - Yard Gas Piping; Size Test LI-Vaiter Pipe; Test -Anchors -Regulator --Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 4 i ills -Anchor Bolts- Joists-Vents-Crippies ss & Ventilation 16. Insulation Date f Card B -1'o, J Date Card B-1 Date ani B- " Date Card B-1 Date L(J 1 G ()ermk) OK except it's ater Htr:; Vent -Access -Combustion Air Baffle at�Ce Pipe; Test & Anchor -Nag Protection WV.; Test Fittings & Anchor -Nag Protection Pan; Test, First Floor -Tub Access 21. Test T b & Shower, Second Flomlbb Access as Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date CTRICAL (Perms OK except it's i xtu '& Transfomter Clearance -Ins. Protection xa Pc- Receptacles Soacinci-tights & Switches at Doors ¢e 04xes & No. of Conductors Stapled stalled Close to Edge of Studs & C.J. 7" qu' round made up w/Mech Fastners-Bond Gas & Water Appliance Cirwts at IGtchen & Conductor Size GFl 29. Subteed Wire Sae Jr / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI Oven Circ. / / ga Cu or Al Insylatted_Neutral Q Yes 0 No Se'ce-Riser Conductors & Ground -Main Disconect 3 quip. Clearances Panels -Motors -Meeh. Epuip. thes Closet Light -Shower Light -Spa Light . Smoke Detector Date Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 Date ECHANICAL (Permit) OK except it's C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 37. Co6ensate Drain & Overflow, Size & Grade F nce-Vent Access -Comb. Air -Rehm Air Vent 115 outlet 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 Si!roper Materials & Anchors al 6ttuds-Nailing Spacing & Braces -Plates -Sound 0, e ring Walls over Girders & Floor Nailing r Stop in Walls (rat proof) iree tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date _,,FRAMING'(Continued) Ha rs-Post•Caps-AnchorsConnectors Cli � . Joist-Rttr. Ties-Purlin-roff Brac: TrussShting: Rfng. it lace Ties or Type A Flue -Fireplace Throat clearance Atti ss; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Hgt & Dimensions G ge Fire Protection Framing P Line Firewall & Openings Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. S rs; Width-Headroom-Rise-Runa.anding-Fre Protection PI�,w6od on Roof Overhang -Attic Vents -Rafter Outriggers fittoing-Nailing Veneer Stucco Mesh Drip Screed -Fd. Vents-Underfir. Access 58. zing Area -Glass Protection -Skylights -Plastic Z' Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -'Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B- Date Card B-1 Date Card B- Date Card B-1 Date NAL (Plans) OK except #s ba-TExt Steps -Door & Sidelight Protection -Landings _64 --Smoke Detector 65. Fymace; VentsClearance-Comb, Air-Conector- In Garage: Above Floor -Ducts -Meeh. Protection edroom Exiting F ath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rags 70. r4 c6 or Stove, Clearance -Hearth ec • 6tlets at Wood Panel, Int. & Ext it Fuxt & iarice; Ground. -Air Gap -Cooking Clearance utlets & Rece ticales at Kit Counter afage Fire Door. Swinq-Landing-Closure 76!Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Gar Above Floor -Meeh. Protection ec & Mech. Equip. Listed for Location ec Recetaxies in Garage G.F.I. -Romex Protection nsulati n -Foam -looked in Attic uard rails & Deck Construction -Post Caps 8 n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes P2. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 3 G"(U M. Stucco +Fish— A C. Unit Disconnect, Electrical -Plumbing . Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 97_&ferior Elec. Trim, G.F.I. Receptacle -Underground 888 ntilation Throught House 901ass Protection 90. orrections from Previous Inspections 9 s Te eters Tagged, Gas -Electric ,V41ter & Sewer ConnectedC/0 to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date �Jj�a Date Card B-1 Date "G Card -1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Lot 20 -Mountain Oak Estates Oroville Number and StreetCity Countv Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 10.25" Loose Fill Type Fiberglass Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R30 Brand Name Johns Manville Contractor/s min. installed weight/ft s .500 Minimum Thickness 13" q• b. inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material _Fiberglass Batts Thickness (inches) 6.5" 4. RAISED FLOOR Material _Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name —Johns Manville Thermal Resistance (R -Value) R19 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name - Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) R19 I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 A, @Tfl) " 6 LOERKE INSULATION CO., INC. Item #s ig ature, ate Installing Subcontractor (Co. Name) Or DEC 13 1999 General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor (Co. N ame) Or General Contractor Co. Mame Or Owner Item #s Signature, Date Installing Subcontractor _ (Co. Name) ) Or General Contractor Co. Name Or Owner ...��'.._. ,.'. }:'• _ fit.. 'ii .. 't• .+ � - .. ._. .. .. it 42 f;,:rw , , , .'.•t':+ .. � ' : _ , • � `1Fit • fit s COUNTY OF BUTTE BUILDING DIVISION DEPA13 TMEIff OF DEVELOPMENT SERVICES 411 Main Street Chico, CA * (530) 891-2751 7 County Center Drive - Oroville, CA - (530)*538-75.41 CORRECTION NOTICE Fi 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. ��— Inspector REV 10/92 INTER-DEPARTMENTALMEMORANDUM `-� ­ . . % t I TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: Z - L4 - c iO - RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: _ X _ WELL: AP#: 04i -Gs O - D l Z ADDRESS/LOCATION: Comments:_ _A0..11 � ;� ;4;,,g6Z ' 23 -CV. GVmemos/mleasehold 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'JQ 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. Y 1i M.' �+QV +�1 F. %a .i Y e.+ ' k '3 Date / Inspecto REV 10/92 y -,COUNTY Of BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION �! 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER IT o. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-650-012 ZONING BUILDING PERMIT OWNER RUGGER. ?'TIL LIA`J & PATTI TELEPHONE 877-3530 SQ. FT. OCC. BUILDING VALUATION 2367 R 127,818.00 .OWNERS !AILING ADDRESS D.O. PDX 434, PARADISE, CA 95967 900 U 16 200.00 CONTRACTOR'S NAME T. TELEPHONE /.2O C �F 5,460.00 1 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 190_Q7R -no ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 818.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 531,70 BUILDINGADDRESS 33 T LO��jr:IE LANE, Ener Plan Checking Fee sv s $ 23.00 $ PERMIT FEE S 1.392.70 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 17.00 Solar or heat um water heater 23.00 Water piping 1 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ,U Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FA`!.T_LY . 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 15-00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800V LE Main Service 200AORLEN 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.PowER 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: [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 NEW CONST. DWELLING OCCUP. WE CC ( AC . N 3.5¢': 114.35 cad M =R D! @7.50 APPARATUS b SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 O 1.00 BAL p .so Ex. Occup. oUrLE0T8R= D,oER, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 157.35 . 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 5 TON 20.00 Cooling 20.00 Hood 1 6.50 6.50 Ventilation 3 4.50 13.00 PERMIT FEt S80.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X/Y ' Date �02- q 9� Signature of Applicant -Of 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 $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ HAz. D FEES IMP I FLOOD +� CDF ARCEL PDHD 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 c Date PERMIT EXPIRES ON 7 ^' Date Receipt No. 591.70//,2 Z WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP CTOR OLDEN OD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 AMrT NO. (Rev.IM6) APPLICATION AND PERMIT—'awL3 MSMORPAMMM MM 14' � (9 ' 01 `Z� To BUILDING PERMIT WA! DING VALUATION [tJ 1pir� d i 77-3Sao YALUq ADDRess s C S9 O't') .O .3 4racY % crc� 00KrPA=X�a NAYaT�NOHal3OOMRAGIMV YARDA ADOWN M17 oON TAXI M usorx Lf.N GM YAWNO AWAM i A' OR °� ueE►aa N° Filin Fee $ 20.00 ARCHffECr OR EHOM M9 YwrM ADC E' Permit Fee S d" Plan Checking Fee $ -5 7 OU DNOADORF98 �0 Energy Plan Checking Fee s PERMIT FEE 39Z I SOY a oahll 7 PLUMBING PERMIT Filing Fee 20.00 O' USEOFSTRUCTURE Each I rap 7.00 Solar or heat pump water heater 23.00 SFDuplex D Mobilehome O Other Water piping15.00 % i SPWVY Each gaB water heater or vent 15.00 TYPE OF WORK <Addion Gas piping system 1 - 5 outlets 115.00 New d O Remodel O UUitles DAatlon O 011ier O Building sewer 15.00 Describe Work:�p iV �--- Mobile Home S G W @20.00 PERMIT FEE ELECTRICAL PERMIT FlUn f Fee 20.00 Um Main Service 2ooAo�at 23.00 Main Service 2W TO IOWA 46.00 Nm CONST. OvvEi11lO OCCUR OR ADONS. a AOC. BlD3. 9.5¢ • ' w►EREsw.NEW CONST. YuuwunFrBRANCH QfICUEM @7.50 POWER APPARATUS a S OURFT . EX. Occup. OUTLET OR fDRUREB GAL 0x.30 Ex. Occup. ovs�Esm.�en 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _,57 MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 8.50 40 iso Ventilation PERMIT FEIs t Mobile Home Installation Fee S Energy Inspection Fee `?NS ' TT TOTAL FEE / ,QST ' 0. EE® WP " R.DOO COf pARCty PO SUE 070 X s`-_ This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. "I I By Date �— TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 9`0 -a869 E.H. USE ONLY Plot Plan Attached d�A Floor Plan Attached ' Sent to B.D. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for + h dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist z - zs - 99 Date 1 t !1 1 81111 COUNTY OF BUTTE = DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: & / / / / / Aoi - 4 9,+77-I ASSESSOR PARCEL ER: L� / —&S-6 —O Proposed Building Use: _:� F Building Inspector: rP Date: Z —IF 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 iiems have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ �4e lete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ered plans, 3/,4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 05. --=--- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. ' 6. Energy Design Compliance and supporting documentation. -------------------------------- ------------------- El 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------- ----------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ A?U. Fees.of $ Z 2 t% Impact fees as shown on the attached schedule. ---- ---------- -------------------------------------------- . California Department of Forestry plan approv ees - -- ------------------------------------------- p❑ 13. Flood elevation certificate. ------------------------------------------------------------------ --------------------- /W4. Sanitation -and plot plan approval,'— W/ Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. lot plan and business license approval from the City of Biggs. -------------------------------------- -------- 0$67 Plg approval for (A) Use: (B) Parking: -------------------------- Land Developmentabout Improvements,❑Drainage, Legal Parcel. --------Encroachment Permit for drivewa construction approval prior to occupancy).- '�----J------------ 3 Y ( PP P- ❑20.%Pre-inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information: (Number, Name Style, Classification). ------------ I Workers' Compensation carrier and policy number. ----------------------------------------------------------- ` yY 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- r ❑24. tter of signature authorization.-------------------------------------------------------------------------------- 5 . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ - .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. 3 elephone 977 '33_3 and hold for pickup at d U office. ❑ Deliver with inspector Applicant: `ei'�iE�` Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air PollutiA Date: By: Copy of plans sent 11 Health Department, ❑ Fire Department, 13 Other: / Date: By: 1. Index permit application for the above items numbered: i ❑Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: _-- Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division.2 /z --1y-98 '�1 .,�.' •1-�L �.f,,: fY _"r�+��J�a�,��ti-�.-... �:�y�i ' "i••�1'-„1�,.'. -�' �;y%".. �nE'..,, A�-}! �:✓!�'�� `..' �`�,�...1, ,.,�5. -�: �Yl 1S,�. L',�1.. -�'ri t.,�.t , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT. SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER /�/A-,-4 d-1?4.77/ -Gre A.P. # PROPOSED BUILDING USE DATE / L - 4\ 1. BUILDING PERMIT FEES -- Balance Due .... ........... $ -- Additional Fees Due .......... $ , -- Additional Fees Due .........:. $ - -- Revised Plan Checking Fee ....... $ 1 -SCHOOL DISTRICT FEES ;4 (paid at District Office) t�3. RIFF FEES (paid at Building Division) Residential ........ x $360.00 = $� 5� Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - _ = $ #Units Amt. � Commercial (sq.ft.) .. x _$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (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 RECEIPT # DATE REC Al f.� as�641 I i� 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 DATE l8 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) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION =7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER 1114- st rt- �47f T) t -<EC , A.P: # t(t `6I' -6Z. - PROPOSED ,BUILDING USE DATE J Z- 1. :, " 1. BUILDING PERMIT FEES ' V -- Balance Due ................ $ -- Additional Fees Due ......:.... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ f. r 2. -'SCHOOL DISTRICT _FEES ° (paid at District Office) "/ SHERIFFFEES(paid at Building Division) l�`�• Residential .......� x $360.00 = $' ,* -" Units Commercial (sq. ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paidfat Building Division) Residential (per unit) . t/ x = $ 4� " #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. ,• 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) y 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 RECEIPT # DATE REC i f .. 4—cof �- 3 �iG/ C;4 v It � �. Y , 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. r f APPLICANT DATE" Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project: You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you 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) O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESX NO ❑ 2. I HAVE)& HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER:. SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER AND WHEN RECORDED iNlIAIL TO: BUTTE COUNTY BUILDING DI ISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 19 -Feb -1999 1999-0007355 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT .OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCELI: LOT 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALFORA%IA, ON DECEMBER 29,1994, IN BOOK 135 OF MAPS, AT PAGE(S)60 THRU 64. Date: PROPERTY OWNERS: LEW State of California ) County ofc On s� YX before me, personally appeared/��f1��) �CCC�E�� Q,c�G{ {�i�%]T/ �L/Llt'�E,l� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whos ame(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. P. MC WHERTER Comm. # 1133509 I�nn 4CT;,RY PUB. C CALIFORNIA U! > �' Butte County Signatur("_)IYLL- L Seal: / My Comm. &rw:res May av 2�NA, z�ol AP.= 641-6SO-0/2- a f0tv uqii,qmon. r:qed ion vaH �3-130AR YTHU� STTUS NOTE TO RECORDER: DO NOT RECORD THIS SIDE Irk" ~AGRICULTURAL: STATEMENT OF ACKNOWLEDGMENT A.A. ..Instrudtions for recording -Agri c6itural, Statement of Acknowledgment: I-_ Insert the legal 6scriptionof thepr6perty in the space provided on, the other side of this'J81-im'. 9 The legal description is the,nafrative description of - thepi­6 erty which will'be on your deed: if y w • you don't have � access (to the deed"; the Recorders bffi�6.cin provide,,this inflirmAtion."7: (The ­ d"i N ' - - . i "' . ��, % ., separate -41'4. description may be ha:ndwritten or type � in the sp�ce.,provi&d or attached on a Separate sheet is more space is -required){ 2. Property owners.must sign in the.presence of a Notary Public and have the forrii notarized. 3. Make a -copy -of the form and -then take the onginal-ifid copy to the Reco'rder's4 Wide* at' 25 County Center Drive, Or6Wle"(ihbAdm:inistration Center building).' The Reco der willrecord both original and copy': Th6y'will keep't'h6briginil and return - urn the copy to you'. Jui §t bring the -copy' back to the Building Division at 7 County Cent 6r'brive.'` RECORDER'S FEES.- $7.00 - I st'Page $3.00,- Each Additional Page RECORDER'S. OFFICE HOURS- 9:00 a.m. - 5-00 p.m. (Monday - Friday) .+ ;� ...' ♦'.-o : 7Zr.�:La. 'ter• " `_.� "�...r' r.. ... .r 'F r `•�."'� . J. • •�'ir"'* BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District OROVILLE UNION HIGH SCHOOL Building Department No. A.P. Number 041-650-012 Jurisdiction: City County Property Owner WILLIAM & PATTI DUGGER Property Location/Address LONNIE LANE Subdivision Lot No. ................................................................................................................... Residential Development 0 ( Sq: Footage .9167 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No'foundation inspection): ................................................................................................................... Commercial/Industrial New Addition Building Department Representative (FloorPlansreviewed by School District Personnel) District Identification No. School District certifies that �► I 2b (Street (City) I (State) has complied with the requirements of Resolution No. representing ' 24 �./0 square feet. Representative Paid by Check # Remarks: Oi' /� _7 71 1 7 1 1 Sq. Footage (Including Exterior Roofed Areas) X4/99 Date r �r mr.r-wiw,mo� (Applicant) 1'777-7—, S",5 D (Zip Code) �/ 2 by payment of $- AB 2926 S FULL MITIOAT ON : 3.-J-/ 99 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with. Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA). this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm LAND DEVELOPMENT OROVILLE i CHICO BUILDING i ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No. NAME RS NUMBER V/ – i0,0- 'V ��-- PR/NT LAST N44ME FIRST nn j ,, j ADDRESS / LOCATION: X .. L��ll I �e COUNTY ZONING DESIGNATION: Ea FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS P/RIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP V DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED:. YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING:2 f 2 �`7 LOT 2 BOOK PAGE 62 O COMPLIANCE WITH OLD SIJI[DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES tt�� NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMS10N UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsting wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. c _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount oft$ t 12. ' Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. •.Obtain approval from=the Department of Fish and Game for vegetation removal. Contact Fishff & Game at 916-355-7010... '. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the, amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to die Planning Division.• _ 15. All new residential buildings shall be constructed to comply,with the requirerrients of the Un-iform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building'Code. —16. DeerMitigationfees are to be paid; if such fees have been adopted by the Butte County Board of Supervisors. `•� • . X 17. Pay school impact mitigation fees. X 18. - A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte 'County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the Califomia Clean Air Act of 1988 as amended. t _ 20. If any cultural resources_ are encountered during ground disturbing actiiritie; �;811.work shall cease in the area of.the find pending examination of the site. p by a rofessional archaeologist. This person' would then be able to assess the site significance and suggest appropriate mitigation measures. 21. .i ry 22. r• » 23. 24. 44. —25. 26. W0 ii43Wd0i-4A313;W -' 31.09 aO .t.. ,. 666E 6 1 83J MA130'38 - 'LD 6/98 r FORMS\BLDG PERMIT CLEARANCE. t Job number » 9881 i ' 4 V.5 DATE' 4116/99 Structural Calculations for Dugger Residence Lot 20 Mountain Oaks.Estates Gary Hawkins Architect 20 Constitution Dr. Ste. A Chico, Ca. 95973 (530) 895-1125 (530) 893-0532 Fax ' rn 11,FY .. t►i�; ..d • YR A . I I•:i I a. j,. a F � i • , -',vim• �. � Y r,Z ,• • .�� I x 1 �o I2 . 0 H CAP 2:16 PH 4/16/99 ------------------------------------------------------------------------ Rev 12-3-96 Concrete section moment capacity ------------------------------------------------------------------------ Description >) ------------Section data-----------1---------Material constants --------- b ) 12.000 inches f'c ) 2.500 ksi d ) 5.000 inches fy ) 40.000 ksi 0 > .850 4 > .900 --------------------------------Load data ------------------------------- Factor Mu H dl > 1.355 ft -kips 1.400 1.897 H 11 > .170 ft -kips 1.700 .289 H wind > .000 ft -kips 1.700 .000 M eq > .000 ft -kips 1.870 •000 Modifier ) 1.000 Hu ) 2.186 ft -kips As regd. ) .198 in"2 Includes 33% increase since p actual is less than p min. ---------------------------------Summary-------------------------------- Actual As > .200 in"2 (ok) p min. ) .005 (200/Fy) p actual ) .0033 (p=As/b*d) T ) 8.000 kips (T=As'Fy) a > .314, inches (a=T/(9*F'c'b)) On ------------------------------------------------------------------------ > 2,906 ft -kips ) Mu - (ok) Z� u �,.". �2� J [jTn •';l d l t 4i`, ,Y -��."e !•,fi ' JTr, r �� • < 1 1, • 3":�3 .4A h .. M. 1. � ' i ��•'. 1yy n 1. 1�•'+r ,T,�^'„ j �f �� •} r 4 • ../ 4 ti '4t u l � f F ' r i �• I 0 r I XIO ■ MENNEN T7a • T-3 ,T. w5 Fit . r 1' • f^ L a 1 51 i t •{, x tief `� U/af/J„� ` !I F4 - � r (DUGGER-DUGGER RESIDENCE - T-1 HIP [8'SB3 [1 -PLY]) TOP CHORD 2x4 OF -L #1 :T2 2x6 DF -L #2: :T3 2x6 DF -L #1: :T4 2x4 DF -L #I&Bet.: BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard :W14 2x4 OF -L #1: 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. t00F OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 11 HIP CORNER SETSOAREyCONVENTIONALLYyWEBS. FRAMED.WITH NO BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R 8 R3 ARE FOR 01 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W5X8v- W2.5X4 6 r �( W012 (YB3) @ W1.5X4 Ill W4X46s W2.5X4 - W7X6- T2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS MFR. BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_na11S BRG X -LOC #BLOCKS LENG12/BLK #NAILS/BLK 1 34.708' 1 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. -826# NON -WIND UPLIFT AT BRG (X -LOC. Y -LOC): 44.71', 0.00'. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. USE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OCWITH 2-16d NAILS AND SUPPORT GHIPLLY RAFTERCWITHPER CRIPPLES 1AT205(07G1430C_OR DWG. CD110. W3X4= W5X6W5X12- W6X8- W5X6(R) W WU8� � W2.5X4� a ( T3 (A) I 6 (A)r(A) 14 T4 W5X6- W1.SX4 W W5XB- W6X8m W7X8- W1.5X4 W W5X6 a W4X6(A1) s µ W3X10= 34-11-4- - 7-6- 29-7-1 ILV 8-0-7 -.-45-2-0_Over. 3 Supports r J R-6123 W-5.5" R--826 N-5.5" R-2461 Wa5.5" R3=3446 R3-460 R3A1389 PLT TYP. Wave TPI -95 Desi Q n Criteria: TPI ST ••MALUM R6- TRUSSES R(U_.RE IITOEME CARE IN FANNICATIOM, HANDLING. SHIPPING. IHSIALLIK6 AND OIACING. AtFER TO NIO.91 (HANDLING INSTALLING AND BRACING)- PUOIISNEO NT TPI (TRUSS PLATE INSTITUTE. 603 O'ONOFtlO DR.. SUIT) I00, MADISON. NI 63)191. FOR SAFETY PRACTICES PAIOI TO PEAFDINING THESE FUNCTIONS. UNLESS OTBESNISE INDICATED, TOP CHORD SNALI MAYS PROPERLY ATTACHED STRUCTURAL PANELS. OOTTON-CHORD SHALL NATE A PROPERLY ATTACKED RIGID CEILING. ••IMPORTANT"A 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 1AUSSES SK CONFORMANCE WITH TPI; OR FABRICATIBO. NANDLING. SKIPPING. INSTALLING ARD ALPINE BRPECIFICATION ACING 0f T0.DSSE5. THIS DESIGN CONFORMS WITH APPLICABLE PROYlS10Hi OF ROS (RATIONAL DESIGN SPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONHECTDRS ARE MADE OF TOGA ASTM A653 GR40 6ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OFNERNISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � �. pF SPOMS IBIIITY SOLELY F04 THE TRUSS C011PONENT DESIGN SpONR. TNI SUITABILITY AND NSE Of THIS A1pIDe Ended COMPONENT FOR ANY PARTICULAR BUILDING IS THE N[SPONSIOILI tr Of THE OU)LOIMG DESI6NEl. PER SRCt�ID. CA 95US ANSI/TPI 1.1995 SECTION E. CA - 1 - - F TC LL 16.0 PSF TC DL 10.0 PsF �NC DL 7.0 PSF U. PSF T- 3.0 PSF 6„ .25 0AA7TNG 7P4-00 m Scale REF R427--65588 DATE 01/19/99 OR W CAUSR4Z7 99019010 CA -ENG AEB/GWH SEAN - 101791 FROM E.D -RUGGER RESIDENCE - T-2 HIP/TSC [14' TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. d, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. . co � WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION = CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. UX40 W2. 5X4 A W2.5MO 0 6� C ly.. 13. A 3 W3X8� W5X6m w w_ W1.5X4 M z W3X6`(A ) so z w -659# NON -WIND UPLIFT AT BRG (X -LOC, Y -LOC); 44.71', 0.00'. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CA) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 6 BC 0 24.00" OC. 10 PSF BC LIVE LOAD PER UBC. W3X14m W4X4ft �W5A)6 W2. 5X4 -*4 3 W1.5X4 III 0-0-0 W5X8s e;f W1.5X410 / . W5X8 8 • W3X6(Al) a i -o -o n 1 0-0 34-11-4 `"' 14-0-0 17-5-4 13-8-12 17-7-0 _ _17-:1,:8- 10-5-8 - 45_-2-0 Over 3 Support R-895 W-5.5' R-2857 N-5.5' R--659 W/y5`' c N N PLT TYP. Wave TPI -95 R Desi 11Criteria: TPI S1 O7 ••WARNIM6•• TNUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLINO. SMIPPINO. INSTALLING WD p� UACIN6. R[FL0. TO MIB•91 (MANDIING INSTALLING AND BRACING), PC LISHED By TPI (TRUSS PLATE C INSTITUTE. BBT O.ORO►R10 D0... SUITE [00. MADISON. WI "'19). 1501 SAFETT PRACTICES PRIOR TO ^.. PEIFOIRIAG THESE FUNCTIONS. UNLESS OTBEIYISE IIOItAT[D. TDP LMOID SMALL HAVE PNOP[ALY ATTACKED STRUCTURAL PMELS. BOTTOM CHORD SMALL NATE A PRDPERLT ATTACHED RIGID CEILING. N ••IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIN[ EN6INEEIEO PRODUCTS, INC, SMALL NOT BE RESPONSIBLE FOR MY DEVIATION FROM THIS DESIGN; ANT FAILURE TO .--. BO ILO THE TRUSSES IN CONFORHARCE HEIR TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE NIACINS OF TRUSSES. TM IS OES(61 CONFORMS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN SPECIF[CAT I01 PURI ISYEO RT THE ANERICAI FOREST AND PAPER ASSOCIATION) AID 111. ALPINE �—•a CONNECTORS ARE MAD[ OF 20GA ASTM A653 6240 GAL►. STEEL, EICEPT AS NOTED. APPLT CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS 071[IYIS( LOCATED ON THIS DESIGN, POSITION CORNECTORS PER DRAWINGS 160 A•[. THE SEAL OI 71113 ORAWIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELT FOR THE TRUSS CONPOMENT DESIGN SHOWN TME SUITABILITY AND USE OF THIS �V., "'Yi'' EnBtnasod p ` COMPONENT FOR MT PARTICULAR BUILDING IS THE RESPONSIBILITT OF THE BUILDING DESIGNER, PEA ANSI/TPI 1.19DS SECTION I. 18.2c4 I�ppiEs8J0,EP� LL. .F TC Q 99 BC DL 07-11 9 BC LL 0. * OT. Lo. 339,0�P DUR.FAC. 1.25 4 SPACING 24.0' TRUSS HFR. 1 7-4-5 l Scale—.125'/Ft. REF R427--60266 DATE 01/12/99 DRW CAUSR427 99012002 CA -ENG AEB/CWC QN - 99266 E.D UGGER-DUGGER RESIDENCE - T-3 TSC W -FLT P TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OFA #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ..DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cn 10 PSF BC LIVE LOAD PER UBC. o W5X6*s W5X4 (R) @ W2.5X4 0 H WN60 6 r A a W2.5X4 0 �- W5X6i w 3 W2.5X4 srs W5) w W1.5X4 M W3X6 (Al) e c.5 z w P COMPUTER 1 PUT (LOADS R DIMENSIONS) SUBMITTES,,BY TRUSS MFR. -396# NON -WIND UPLIFT AT BRG (X -LOC, Y -LOC): 44.71'. 0.00'. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC @ 24.00" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE -WARNING- NOTE BELOW. T.3 W5X6= W4X4 (R) 40 W3X6'k 6W4X6o W2.5X4 s ' 3 ` X4av W5X4� ` 0-0-0 WI 5X4 m tS� W6X6E3 W3X6(A1) s w � _ 34-11-4 21-7-4 1J 21-1-4 f 17-7-0 17-1-8 10-5-8 I 45.2:0_Over_3-$upporsts R-973 W-5.5' a m ' N 1-00 R-2517 W-5.5" R-397 W-5.5" N PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD C7) "WARNING** TRUSSES BEOUIRE EXTREME CME IR FABRICATION. HANDLING. SHIPPING. INSTALLTIO AND CT 6l AC IN6. REFER TO HIN•N1 (NANOLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE C7) lNS1 (TOTE. 563 0.OIOFRIO OR.. SUITE 100. MADISON. WI S371N). FDR SAFETT PRACTICES PRIOR TO �-y PERFORMING THESE FUNCTIOAS. UNLESS OTHERWISE INDICATED. TOP CNOID SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. HOTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N •�IIIPORTANT"" FUNNI SN A COPY OF THIS DESIGN TD THE INSTALLATIDN CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RE SP0aSIBLE F00. ANY DEVIATION FROM THIS DESIGN; All FAILURE TO BUILD THE TRUSSES IH CONFORMAIICE WITH T►I; OR FABRICATING. HANDLING. SHIPPING. INSTALLI86 AND ¢ ALPINE BH ACINC DF TBUSSl S. TANTS DE".N A"LlCO.'OR S MRESIT APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGII ^+ - CDNIECTOASI ANEPMADESOF IDCA ASTH A663 CUD GALV- STEELEIEXCEPTIASI NOTED. TPI. ALPINE APPLY CORNECTORS TO EACH FACE OF TRO". AND UNLESS OTHERWISE LOIATED ON THti DESIGN. POSITION CORRECTORS PER DRAWINGS 160 A-1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��� p,,, ,A�„� IESPONSIDIL17Y SOLELY FOR THE TRUSS COMPONENT DES18N SRONN. THE SUITABILITY AND USE OF THIS P SRtTftcnD3,CA 958%8 ANSI/TPKPOIEP IT1FOR 18P AlSECTION PARTCULAR BUILDING IS THE RtSPONS111LITY OF THE BUILDING DESIGNER. PER 991 i C4W5 LA/ -/1-1-/-/-/r b LL 16.0 PSF 10.0 PSF DV 7.0 PSF � 0 PSF TOT LpPSF D U A$C� -° SPACING 24,.0' Scale -.125'/Ft. REF R427--60267 DATE 01/12/99 DR W CAUSR427 99012003 CA -ENG AEB/CWC SEAN - 99232 FROM E.D im HUGGER-DUGGER RESIDENCE - T-4 CONN W -FLT PE TOP CHORD 2X4 DF -L #1 SOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard ClPLATES DESIGNED FOR GREEN LUMBER PER,NDS-97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn Ac�10 PSF BC LIVE LOAD PER UBC. 0 W5X6Ts W2.5X4 0 W3X60 v 6 F - o W2.5X4 Yo A,� w �' z W3X6 --I W1.5X4 d W2.5X41a W3X8 cti ( _ W4X6m z w, THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00. OC a BC @ 72.00" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. W5X8S WH104�- W3X6ft -, 6 W2.5X4 ,tO- su W4X6E3 W3X4a W1.5X4 8 ME W1.5X4 Id W3X6 (A 1) is +0-0-0 z I SRL% .34-11-4 -1 140 a 1_ 21-7-4 _II 11 �_ 21-7-4 _I 45=2=0 Over 3 Supports q R-1158 W-5.5° �- - w '� R-1743 W-5.5' R-192 W-5.5' � PLT TYP. Wave TPI -95\R Oesion Criteria: TPI(STD) 18.2c4 �rCAI.;Ll] c:. o� rn N z ALPINE ¢ ti inS�0. CA 9 BB TnC "WAGING. REP[I TO MID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BT TPI (TRUSS PLATE INSTITUTE. SBS D•ONOfRIO DR.. SUITE TDD. MADISON. NI $7119). FOR SAFETY PRACTICES PRIOR TO PE2FORMIRG 7NESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 21610 CLUING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO TWE INSTALLATION CONTRACTOR. ALPINE ENGINEENEO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANI FAILURE TO BUILD THE TRISSES IN CONFORMANCE WITH TPI' OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND BRACING OfTRUSSES. THIS DESIGN CONFORMS MITI APPLICABLE PROVISIONS Of NDS (NATIONAL DES161 SPECIFICAT102 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM ASST 6440 CALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCA710 01 THIS DESIGN. POS11701 CONNECTORS PER DRAWINGS 160 A•1. THE SEAL 02 THIS CRANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TROSS COMPONENT DESIGN SHOWN. Tot SOITABILITY AND USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of Tot BUILDIRS DESIGNER. PER ANSI ITP, I.199S SECTION t. '99 711K.T . TC LC'-ff TC OL 4 BC DL BC LL TOT.LD_ DUR.FAC. SPACING Scale -.125"/Ft. l .d EF R427--60268 P-1 7 N 01/12/99 AUSR427 99012004 0S G AEB/CWC 33.0 P &W1Lpq9207 1.25 FRO .D 24.0• 6GGER-DUGGER RESIDENCE - T-5 TSC) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 OF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard N ClPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Cm L�rA10 PSF BC LIVE LOAD PER UBC. C=; ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. » CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.16' DUE TO DEAD LOAD. A)TCONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. r W5X81a W5X68 W2.5X4 0 W2.5X4 W5X4(11%) WH6$4 C" W3X68 -13 W5X8® 6 r ) 6 W2.5X48 11- a A J ! W2. 5 X4 4- % (A '. A a 3 WME3 g C=3 W1.SX410 W3X4a W2.5X4Go W1.5X410 z W3X10(F1) c- W3X8 W3X8(B1) C-!3 W5X6a WMEm W4X69 C=3 Z 1 0�0 21-7-4 d 1 8-4-12 'T` 7-11-4 --5-2-0 Over 2 Sum t R-1546 W-5.5' a 0 -7- 11.0,0 7- PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 ••MANNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AMO C" BRACING. REFER TO 1118.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C77 INSTITUTE. SBS D'ONOFRIO DR.. SUITE 200. MADISON. HI 55719), FOR SAFETY PRACTICES PRIOR TD C7) PE RFOAMIBG THESE FUNCTIONS. UNLESS OTHERWISE ISDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACIEO 52 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CV PRODUCTS. FURNISH A COPY OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALP15E ENGINEERED _ PRODUCTS. INC. SMALL NOT BE RESFO 2SIBLE FOR ANY DEVIATION FROM THIS OESEBN: ANY FAILURE TO BUILD TIE TRUSSES IM CONFORMANCE NITM TPI: ON FABRICATING. HANDLING. SNIPPING. 1037ALLING AND z A L P I N E BRACING Of TRUSSES. IN]$ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 015160 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAFEI ASSOCIATION) AND TPI. ALPINE ti CORSICTOAS ARE MADE OF TOGA ASTM A655 GR10 GALV. STEEL. EXCEPT AS IOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OI THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AS„im Ergiroc=d RESPORS IB Il17Y SOLEIY TOR Ttl! TRUSS COMPONENT DESIGN SWOY11. THE SUITABILITY AND USE OF THIS �/M �`WBNG�IIIOy�'•�CA 9582a roM►ORENT f0A ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BBILDIHO DESIGNER. PER AISIFTPI 1.1995 SECTION E. 1 00,0 R-1547 W-5.5" ?c4 g0A- - F Scale -.125" Ft. :ESBl� TC LL Vo k7P REF R427--60269 W. TC DP I0 0..1/ DATE 01/12/99 99 5o BC DL : CAUSR427 99012005 DB I 5o BC LL vv Otvv G AEB/CWC * TOT. LD. 33.Sf 99185 OUR.FAC. 1.25 E.D rc SPACING 24.0° +0-0-0 T<S j,p CLUGGER-DUGGER RESIDENCE - T-6 HIP TOP CHORD 2X4 OF -L #1 BOT CHORD 2x4 DF -L #1 d' WEBS 2x4 DF -L Standard c --s Q;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. rn L�c�IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS 1 BRACE ALL FLAT TC @ 24.00' OC. 0 W2.5X40 W2.5X4 0 W4X40 W3X6o v W3X80 6 r a 9-4-6 W2.SX40 o-. a 3 W5X6o 3 wJ") W1.5X4 0 W4X4a W3X8o z W3X6 (A1)` Ts W5X6as c.5 x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ,(A)' -CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 ft W3X8H W5X4 (R) 69 W3X6� A�q) 6 W2.5X4 ,�i? (A) 0-0-0 W M Q W4X4(R) 0 W3X6(A1) sm W1.SX4 UI W3X6 pV W1.5X4 M z t 0 0 32-0-12, 'I p- 18-0-7 9-5-1 17-8-8 8-4-12 1 7-11-4 28-10-0 45-2 0 -Over -3 -Supports J R-1022 W-5.5' R-1830 W-5.5' R-185 x C=D - PLT PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.20 C 941, - F Scale —.125"/Ft. '-WARNING-R TRUSSES R[49I1E [STRIKE CARE 11 FABRICATION, HANDLING, SHIPPING. INSTALLING AMD tt��pp�� T C L L 1F REF R427--60270 0771 BRACING. R[fI0. TO MIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE LFTf 07 INSTITUTE. $OS D'OPOFRIO OR.. SUITE 200, MADISON. M1 S3119). FOR SAFETY PRACTICES PRIOR TO CT PEAFORMINO TBE SE FUNCTIONS. UNLESS OTHERWISE )NDICATEO. TDP CHORD SMALL HAVE PROPERLY ATTACHED C.(I- T C D L 1 0 LO. IE 01/12/99 --• STRUCTURAL PANELS. BUTTON CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. -�p --1XP00.TART-- FURNISH A COPY OF THIS DESIGN TO INE INSTALLATION CONTRACTOR. ALPINE ENGINIEREO 199 �L BC DL 7 .0JS _ USR427 99012006 N PRODUCTS, INC. SHALL NOT OE IISPONSIBI[ FDR ANT DET [Ai"I FROM 7MIS DESIGN: ANY FAILURE TO K � BUILD TME TRUSSES IN CONFO0.NANCE YITB TPI; OR FABIICATiA6, HANDLING, SXI►PING, INSTALLING AND B C L L 0.0' :�' QCT E AE B / CWC 11111 OF TRUSSES. T111 011111 COYfORXS WITH APPLICABLE PROVISIONS OF NDS (RATIONAL DESIGN SPECIFICATION PYBLI SHED BY THE ANERICAY FOREST AAD PAPER ASSOCIATION) AND TPI. ALPINE i� a A L P I N E CONNECTORS ARE XADE OF 2054 ASTM A6S3 GA40 GALT. STEEL, ERCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. L D . 33.0 PSF Q 99067 ti EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OA THIS DESIGN, POSITION CORRECTORS PER DRAM' 160 A-1. TIE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C OUR. FAC. 1.25 F D � ,� .� RESPOAS IBILI TY SOLELY f00. THE T1U$5 COMPONENT DESIGN SOOMN. VHS SO 17AOILITY AND USE Of TNIS . .� 95828 CORPOH[AT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY DF TME 091LOIN0 DESIGNER. PER SPACING 24.0 AN SI ITPI 1.1905 SECTION E. - L: + (QUGGER-DUGGER RESIDENCE - T 6 NIP/TSC [18'58] q -HVAC) - THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED 8Y TRUSS FABRICATOR*** � OP CHORD 20 DF -L #1 a OT CHORD 20 OF -L $1 ROOF OVERHANG SUPPORTS 2.00 PSF.SOFFIT LOAD. z WEBS 2x4 OF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ca 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3.`D DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. � IN LIEU OF RIGID SHEATHING USE'PROPERLY ATTACHED PURLINS TOWARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION „ TRACE ALL FLAT TC ® 24.00' OC. CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, N SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE TRUSS SUPPORTS 400# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; BELOW. JNIT WIDTH 04-00-00; SUPPORTED BY 3 TRUSSES. 10 PSF BC LIVE LOAD PER UBC, • r 165 �5# � •�/ W2.5X4oE y W2.5X4 H-W2.5X4 W2.5X4 a z W2.5X4 5X4 (R) !b W4X4® W3X6a � W3X60 -, 6 v W2.5X4 674.z7 W3X8<* (A) iA) (A)' PCs 0 W2.5X4 so 3 W5X6 = �0-0-0 3 ` a W1.5X41Y W5X68 W2.5X4® W5X8m W3X6(Al) W W 0H E W4X4(R) W W1. 5X4 W W3X6(A1) W3X8w 32-0-12- 17 ` f 01 g 18-0-7 9-5=1 ;'' 8-4-12 7-11-4 28-10-0 ,� 45-2-0 Over -3 Supports • R-1925 W-5.5' o R-187 z R-1056 W--5.5' o Note: All Plates Are W2.5X4 Except As Shown. CA - Scale —•1875" Ft. PLT TVP. Wave TPI -95 R Desi n Criteria: TPI STO F REF R427--65589 -WARNING'• TRUSSES lfOUIRE EXTREME CAR( LR FABRiGTIO1. 1ANOLING. SM IFPIN6, INSTALLlN6 AND T C LL DATE 01/19/99 BRACING. REFER TO NIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TNDss PLATE Q�-p W T C D L 1 IRSlI7UTE. SBS D'ONOf81D DR., SUITE 200, MADISON. WE 53719). FOR SAFETY FRACTTCES PRIOR TO ^l7 PERFORM LNG THESE FUNCTIOtlS. UNLESS OTHERWISE INDICATED, TOP CHORD StlAll HAVE PROPERLY ATTACHED BC DL 1 P DRW CAUSR427 99019011 STRUCTURAL PANELS. BOTTOM CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. I Jan 1 9 ' 9 ''IMPORTANT-- FURNISH A COPT OF THIS DES162 TO THE INSTALLATI01 CONTRACTOR. ALPINE ENGINEERED + NO. 8 DS---'���a�SF CA -ENG AEg/GWH PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL ORE TO 0 _ BO ILD THE TRUSSES 1N COIFORMARCE WITH TPI; OR FAB0.1GY1M6. BA1Dl[MO. SHIPPING. INSTAllIR6 AMO B G L L S EQN - 99472 ALPINE BI ACE 16 OF TNUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESEGR GNP TOT . L D . 3 3.0 F SPECIFICATION PUBLISRED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7Pi. ALPINE FROM E • D CORIECTDIS ARE MAGE OF 206A ASTM A653 6940 SALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * p UR .FAC . 25 [ACR FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSIT 109 CONNECTORS PER CIVIL DRAWINGS 160 A•2. THE SEAL ON 7012 CRANING INDICATES ACCEPTANCE OF PROFESSIONAL Etl6IMEER 116 /+IplpeEnplleeEed P[OdOCL4.IDG COMFOAENTTY AND USE 1PON YANY LPARTICULAR BUIlDIN6 or ISELY FOR IRE TRUSS COOTHE TRESPORSIBILITY OF THE BUILDINGDESIGN SHOWN- THE DESIGNER.GNERPER 7M IS� SPACING 24.0" $ucKkaCaIO. CA 95821 ANSI/TPE 1.1995 SECTION 2. DUGGFR RESIDENCE - T-7 HIP/TSC r14' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CA)� SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE. SPECIES A GRADE OR BETTER. ATTACH WITH 10d NAILS @ 4. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4- W2.5X4- W3X8 - W2.5X4 e „-1 6 WOA90 wr-..JA"Ln/ all W3X8 m W1.5X4 II A-10-0. B-4-12 7-11--4- I1� v Lo -11-0 rE 33-3--B.Over-,2_Supports.__`. j I R R=1130 W-5.5" -1124 W=5.5' 2; TOP CHORD 2x4 DF -L $1 0 BOT CHORD 2x4 DF -L $1 --' PLT TYP. Wave d' WEBS 2x4 DF -L Standard •-WARNING •- TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND CTI ORACIMB IEFER TO NIB•9l (HANDLING INSTAIIING AW BRACT NO), PtlBLISNED BY TPI (TRUSS PLATE p� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �--. 10 PSF BC LIVE LOAD PER UBC. rn nj INC. SNAIL NOT BI RESPONSIBLE FOR ANY DEVIATION FIOM THIS DtSIGI; ANY FAILURE TO r IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO -" BRACE ALL FLAT TC @ 24.00. OC. ALPINE 0 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN TPI. d SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND ALPINE CONNECTORS ARE MADE OF TOGA ASTM ANSI GRHO BALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �+ NP'm W3X40 CACI FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AST PARTICULAR BUILDING I$ THE RESPOISIBIL171 OF THE BUILDING OESIGNER, PER Al51fTPl 1.1995 SECTION E. W6X4(R) s H W2.5X4 0 6 r V � A 11. A 3 W6X6 Em 3 ` w w W1.5X4 W W3X10 w z W3X8(F1) s z w x a 14-0-7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CA)� SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE. SPECIES A GRADE OR BETTER. ATTACH WITH 10d NAILS @ 4. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4- W2.5X4- W3X8 - W2.5X4 e „-1 6 WOA90 wr-..JA"Ln/ all W3X8 m W1.5X4 II A-10-0. B-4-12 7-11--4- I1� v Lo -11-0 rE 33-3--B.Over-,2_Supports.__`. j I R R=1130 W-5.5" -1124 W=5.5' '99 W rr*NM �±- D7 W2.5X4 s 6- -7 0-0-0 TC LL 1 .0 PS TC DL 10.OF BC DL 7.0 PSE BC LL 0.0 P3 TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" 7-4-6 �Sxale .1875' Ft F R427--60271 01/12/99 t �1SR427 99012007 C G AEB/CWC 1-4EW 98995 FROM E.D 2; 0 --' PLT TYP. Wave TPI -95 R Design Criteria: TPI STC •-WARNING •- TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND CTI ORACIMB IEFER TO NIB•9l (HANDLING INSTAIIING AW BRACT NO), PtlBLISNED BY TPI (TRUSS PLATE p� IISTITOTE, 58! 0? B.'&9 DR.. SU17E I00. MADISON, NT 53110). FOR SAFETY PRACTICES PRIOR TO p -A PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �--. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 9161D CEILING. •IMPORTANT- FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS, nj INC. SNAIL NOT BI RESPONSIBLE FOR ANY DEVIATION FIOM THIS DtSIGI; ANY FAILURE TO .--. BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN TPI. d SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND ALPINE CONNECTORS ARE MADE OF TOGA ASTM ANSI GRHO BALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �+ NP'm Ino. CACI FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AST PARTICULAR BUILDING I$ THE RESPOISIBIL171 OF THE BUILDING OESIGNER, PER Al51fTPl 1.1995 SECTION E. '99 W rr*NM �±- D7 W2.5X4 s 6- -7 0-0-0 TC LL 1 .0 PS TC DL 10.OF BC DL 7.0 PSE BC LL 0.0 P3 TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" 7-4-6 �Sxale .1875' Ft F R427--60271 01/12/99 t �1SR427 99012007 C G AEB/CWC 1-4EW 98995 FROM E.D DUGGER-DUGGER RESIDENCE - T-8 MONO/HIP/TSC (12 -SBI ATOP 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. 1 RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. rn LLFI10 PSF BC LIVE LOAD PER UBC. -d- c --;BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X80 W5X8� W2.5X4 o 6 r ca 0 . Ix Aa 3 WM-m- 3 M3 W1.5X4 M W5X8Ea C-13 W3X1O(F1) >� z w z THIS DHG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ((A -))SCAB BRACE. 805 LENGTH OF WEB MEMBER. SAME SIZE. SPECIES 8 GRADE OR BETTER. ATTACH WITH 10d NAILS @ 4' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.OD TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. W2.5X4 So W2.5X4 in W3X6- W4X4 (R) 10 W5X6 c W4XILE3 WAIA4� W2.5X4 M Yi. 12-0-7 20-3-1 8-4-12 7:,1L-4__ — 15-11-8 ¢ - - — v �l I X32-3-8.Over-2-Supports— R-1531 W-5.5" R-1805 W-5.5' .=, 0 PLT TYP. Have TPI -95 R Design Criteria: TPI S1 •WARNING •• TIP SSSS REQUIRE EXTREME CME IN FABNICATIOR. HANDLING, SNIPPING, INSTALLING AND BRACiII. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED 01 TPI (TRUSS PLATE CT IN$I)TOTE. $BS D'ONOFAIO DN.. SUITE 200. MADISON, W) S3719). FOR SAFETY PRACTICES PASOI TO 07 PERFORMING THESE FUICTIOIS.'DILESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOT700 CHORD SHALL HAVE A PROFERLY ATTACHED RIGID CEILING. ~ --IMPORTANT-- FURNISH A COFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENSIMAID Cy /p ODUCTS, 1A C. SIIAII 40T NE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 101 L0 T11 TRUSSES IN CON C A$CE YIIn TPI; OA FABRICATING. HANDLING. SNIPPING. INSTALLING AND A L P I N E BRACING Of TRUSSIS. THIS DISI6N CONf0AN5 WIT$ APPLICABLE PROVISIONS OF ADS CRATIONAL 015168 Z. SPECIFICATION PUBLISHED BY THE AHERICAN ►ORE ST AND PAPER ASSOCIATIDN) AND TPI. ALPINE COIAECTORS ARI NAOE DFU20 ASTM A65J GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .---� EACH FACE OF TRUSS. AAD U$LF SS OTHERWISE LOCATED ON THIS DESIGN, POSITION COAIECTONS PER DRAWINGS 160 A•1. TNI SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGINEEN FRG RESPONSIBILITY SOLELY FON THE TRUSS COMPONIST DESIGA SHOWN. THE SUITABILITY AND USE OF TRIS, Alpine Fag111DAxlA Products.Im. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA � S64 CA 95928 ANSI/TPI 1 .1995 SECTION 2. .wo `b B.2c4 pFEBSlpAE,� W. c`_ Fy, 199 rs * TC LL 16.0 & TC DL 10.0 PS 8C DL 7.0 PS 8C LL 0.0 PSF TOT. LD. 33.0 PSF �"'R D.' DR A SE OUR.FAC. 1.25 FR SPACING 24.0" 6-4-6 -.1875N/Ft 127--60272 ',,-01/12/99 r 7 99012008 A 8/CWC 21,8973 QUGGER-BUGGER RESIDENCE - T-9 MONO/HIP [B'SB] [1 -PL ITOP CHORD 2x6 DF -L #2 :T1 2x4 DF -L #18Bet.: BOT CHORD 2x4 DF -L #168et. WEBS 2x4 OF -L Standard :Lt Wedge 2x4 OF -L Standard: co 4z: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. i#1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. Ln BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. C=; x REACTIONS R B R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. CZI W5X8e W3X8e v W1.5X4 lk rs. 9=:A \// w W5X8= W2.5X4e w W4X6(CB) a c� z w W6X6 (C8) Q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00` OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. W3X8,mWU10e W4X6e (AA) HS416 - W3X4 (R) Id WI. 5X4 N W5X8im W1.5X4 U J W5X6c II W5X8a o. . I 8-0-7 1_ 24-3-1 _1 3IF 2 3=8 Over 2 Supports , . R-2705 W-5.5' R-2983 W-5.5" R3-1530 R3-1804 CX-. 0 PLT TYP. Hiclh Strength.Wa O), rn CT N z ALPINE Alpine EaBioeelod ftxt bbr- Sam mal0, CA 95828 Design Criteria: T 4 ••YARNING'• TRUSSES REOUIRE EXTREME CARE 11 FABRICATION, DARDLIRG. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (XANOLIAG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ISSIq,� INSTITUTE. $93 O'OROFRIO OR.. SUITE EDO. MADISON. NI 5)119). FOR SAFETY PRACTICES PRIOR TO PERfORMIRG THESE FUNCTIONS. UNLESS OTNERNISE INDICATED. TOP CHORD SMALL DAYS PROPERLY ATTACKED • �. STNUCTORAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACUED RIGID CEILING. •'IMPORTANT•' FUNITSM A COPY 0► THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '99 - PRODUCTS, INC. SHALL NOT BE BES►01IIDL I FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE 9171 T►l: ON FABRICA7116. HAADLINO. SHIPPING. INSTALLING AHO S SRACTNG D►TRUSSES. THIS DESIGN CONFORMS WIN APPLICABLE PROYISIONS OF LOS (RATIONAL DESIGN SPEC IFICAT 101 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE CONNECTORS ARE NADI OF ZOGA ASTM A653 6140 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRIES. AND UNLESS OTBERVISE LOCATED Cl THIS DESIGN. POSITION CONNECTORS PER �A ORAWINSS 160 A -l. THE SEAL 01 THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` RESPONSIBILITY SOLELY FOR THE TROSS COMPOAEAT DESIGN $HOUR. THE SUITABILITY AND USE OF THIS /l eo COMPONENT FOIL ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER -of �r1�� ANSI/TPI 1 .1/96 SECTION i. T-9 T 1 4-0-4 4-4-6 0-0-0 1 CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 ScaVe")I-.-LT7 jFt. REF -n27�kgp DATE O1 DRW CAUSR427 99015 CA -ENG An Ckkl SEAN - 98930 •` FROM EA , -DUGGER RESIDENCE - T-10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 OF -L #1 d' WEBS 2x4 OF -L Standard IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC & BC @ 24.00' OC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I rn -� L.ca o W4X4 a N c_> 6 r —1 6 0 a w A 0-0-0 a W1.5X4 IB z 42X4(A 2X4 (A ) W 4-0-0 J 4-0-0 J &O -0 -Over. 2 -Supports R-320 W-3.5' R-320 W-3.5" o PLT TYP. Al ine.Wave TPI -95\R Design Criteria: TPI STD —WARNING •• TRUSSES REQUIRE ECTREME CME IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND p� BRACING. NEFEB TO 4I0•91 (MANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE p� INSTITUTE. SBS D'ONOFRIO DR.. SUITE 200. MADISON• MI 65119). FOR SAFETY PRACTICES PRIOR 70 p� PERfVAHIRG THESE FUNCTIONS. UNLESS OTNENMISE INDICATED, TOP CHORD SHALL RAY( VROPERLY ATTACHED �.. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS, IRC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ---. BUILD THE TRUSSES IM CONFORMANCE VI To TP 1: OR FANAICATING. HANDLING. SHIPPING. INSTALLING AND A BRACING OF TNUSSES. THIS OESIGA COXFOAMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN L P I N E SPECIFICA7100 PNBLISBEO BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE Q CONNECTORS ARE MADE OF 2DGA ASTH AS63 61140 GUY. STEEL, tICEPT AS NOTED. APPLY CONNECTORS TO • �+ EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A•1. TME SEAL OB THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING a 1H0 EG Produ ,Im RESPONSIBILITY SOLELY FOR THE TRUSS CORPONENT DES16M SHONR. THE SUITABILITY AND USE OF THIS P 958 COMPONENT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Siscrimcato. CA MSI/TPI 1-1995 SECTION E. �V 2c4 ESS/ TC LL 16.0 PP�,F ; 11.d' TC DL 10.0 PSF. . 199 BC DL 7.0 PS IL; ml5 r 7O BC LL 0.0 PSF It TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' T 2-I4-3 _I_ le —.375'/Ft. 11427--60274 01/12/99 JV.427 99012009 NG-VB/CWC 99288 L a GGER-OUGGER RESIDENCE - T-11 TERM HI TOP CHORD 2X4 DF -L $1 BOT CHORD 2x4 DF -L #1 b' WEBS 2x6 DF -L #2 co Iz: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (THIS TERMINAL GIRDER WITH 4-0-0 SETBACK IS DESIGNED TO SUPPORT rn TWO CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD Lr-:- AND 4-0-0 CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION THE OPPOSITE FACE SUPPORTS 2-0-0 OF LOAD SPLIT T.G./B.C. THE o DESIGN OF ALL CONNECTIONS IS THE RESPONSIBILITY OF THE BUILDING z DESIGNER. CONCENTRATED LOAD FROM EACH HIP RAFTER IS 140f. �2eo# W4X4- E -• � 6(— —16 r� 0 a A LA W w W1.5x4 UI z 2X4(A ) = 2X40 z - w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 24.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T 2-4-3 dh 0-0-0 4-0-0 _I_ 4-0-0 —8 -0 -0 -Over 2 Supports R-488 N-3.5' R-488 W-3.5' 41%�0/�� p �•s �yj; y PLT TYP. Al ine Wave TPI -95\R Design Criteria: TPI STD 18.2c4 CA/ -/11-/-/:-(,F nc le —.375"/Ft. —WARMING-- TRUSSES REOUINE IITRIMI CME IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND CO TC LL 1 6 . O .P'SF '' � E 3427 --60275 ) BRAC1111- 0.EfE1 TO M[B•91 (NA�OIItlG INSTAL LING AND BRACING), PUBIISBEO BY 791 (TRUSS PLATEE.7SJQ4_ ,,,y Q) IN&I .TE. 507 D'OlOFR70 ON.. SUITE 200. MADISON. NI 53710). FOR SAFETY PRACTICES PRIOR TO CT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLT ATTACHED . (�_ �TC DL 10.0 P 5rf p 9A� 01/12/99 ---• SIROCTURAL PANELS, BOTTOM CHORD SNALL HAVE A PROPERLY ATTACHED RIGID CEILING. •fLp '-IIPORTAMI-- FORYIStl A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9 A BC DL 7.0 PSF'` ORt CF'(l� 427 99012010 N PRODUCTS.11C. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �r A L P I N E BOILD THE TRUSSES IN CONFORMANCE WITH TPI; 04 FABRICATING, NAIDLINR. SHIPPING. INSTALLING AND 5 rrma - BRACT IC OF TROSSES. THIS DESIGN CONFORMS WITH APPLICABLE fflOY1510NS Of NOS (RATIONAL OES160 B C L L 0.0 PSF CA E B /CWC .'� SPECIFICATION PUBLISHIO IV TWE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT. L D . 33.0 PSF Sp- 9 9295 Q CORMICTORS ME MAOI OF 2064 ASTM A6S3 OR40 GALT. STEEL. EICEF7 AS NOTED. APPLY CONNECTORS TO EACR FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS HUGO. POSITION CONNECTORS PER DRAWINGS 160 A-1. TNI SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEENINC C D U R .FAC . 1.25 FRO 0 �v,yI RESPONSIBILITY SOLELY FOR THE TROSS COMFONERT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS -Ajp A � 1111 '• COMPONENT FOR ANY PARTICULAR BUILDING IS THE AESPONSIBILIIV Of TRE BUILDING DESIGNER. PER ANSI(TPE 1.1995 SEC7101 2. SPACING 24. OD :R-DUGGER RESIDENCE - T-12 MONO/GIRD TOP CHORD 20 DF -L #1 BOT CHORD 2x6 DF -L $2 WEBS 2x4 OF -L Standard rn Q; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS -- ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) Lx -,j BC - From 95 PLF at 0.00 to 95 PLF at 6.00 z RESOMMENBEB CONNECTION,FOR TRUSS T -6 -FRAMING FROM THE (BOTTOM CHORD AT 24' o.c::JSIMPSON LU24. SEE SIMPSON CATALOG C-98. W1.5X4 W W2.5X4 o 6 r-- / 3-4-3 0-0-0 W1.5X4 dl W2. 5X4 - 2X4(A1) Ea �--�-0-0 Over -'2 Supports, R-508 W-3.5' R-458 9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC O 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. PLT TYP. Al ine Nave TPI -95\R Design Criteria: TPI STD •�NARNIKG-- TRUSSES REQ91RE ETTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 7 C7BRACIRG. REFER TO RIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED 81 TPI (TRUSS PLATE C77 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 100. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO C77 fERF DIKING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHOAO SHALL HAVE A PROFERLY ATTACRED RIGID CEILING. -IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENOINILAED CV IRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ART FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE NITS TTI: OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND z ALPINE NR ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of RDS (NATIONAL DESIGN S►ECIf ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q CONNECTORS ARE MDC OF 10" ASTM A651 GR40 GALV. STEEL. EICIPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -T. THE SEAL ON THIS ORATING INDICATES ACCEPTANCE Of PROFESSIOSAL ENGINEERING 1110 ProdU 01. i11C &ESPORS IBTLITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWA. THE SUITABILITY AND USE OF THIS AlpCOMPONENT FOR ANT ?ARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILOINC DESIGNER. PER CA 938nANSI/TPI 1.1995 SECTION E. - s 99 I � I 3-4-3 CA - 1� - Scale —.375'/Ft. TC LCV REF R427--60276 TC DLDATE 01/12/99 BC DL 7. sO DRW CAUSR427 99012016 BC LL �0 P� -ENG AEB/CWC TOT.LD. 33.0 PSP N - 99110 DUR.FAC. 1.2 OM E.D SPACING 24.00 s! (LUGGER-DUGGER RESIDENCE - T-13 MONO/HIP/GIRD [6'SB] [1 -PLY]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: �. BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard 0 a PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS — ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) LLrA BC - 460 LB Conc. Load at 10.67 z BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IIN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00' OC. (H)RECOMMENDED CONNECTION -FOR TRUSS T-12 FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS2i. SEE SIMPSON CATALOG C-98 C3 6 r A 0 a Ts. A W w z W3X10(B3) g3 E23 z w W3X8♦ W4X4g W6X66 W4X4- W2.5X4 Em 460# (H) W3X10e 2 W1.5X4 III ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** r,(A)CONTIN000S LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. W3X8m I W4X4=- W 1.5X4 III W5X6m << 6-0-7 _1_ 17-11-9 _1 I.� 2-C-6--0-6—ver _2 SUppo� its , R-1738 W-3.5' - R-1607 W-3.5" C=) PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CT "YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATIOR. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE rte. FESSiQ C71 INSTITUTE. 503 O'ONDFRIO DR.. SUITE 200. MADISON. NI 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FURCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL SAYE PROPERLY ATTACNED W. �-+ STRUCTURAL PARELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 199 N PRODUCTS. INC. SNALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IR CONFORMANCE WITH TPI: OB FABRICATING. HANDLING. SHIPPING. INSTALLING AND 9 ALPINE BRACING OF TNOStf S. THIS 0[11 ISN CONFORMS WITR APPLICABLE PROVISIONS OF NDS (RATIONAL DESIGN pp.. :r--. SPECIFICATION PUNIiSNEO BT TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A+P� ¢ CONNECTORS ARE MADE OF YOGA ASTM A653 GRAD SALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO - '-� Alpine E ;.emvd MC BBCO�CHIO, •LJ BC EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TRIS OESISN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOBSIBIIITT SOI ELY FD0. THE TRUSS COMPONENT 0ES16N SBOWN. THE SUITABILITY AND USE OF TRIS COMPONENT FON ANY PARTICULAR O1.ILO111 IS TNI RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/T►1 1.11191 SECTION 2. C d T 3-0-4 0-0-0 L -A/ -I LI -/-/-/r TC LL 16.0 PSF TC DL 10.0 PSF BC OL L 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" CA- G SEQ - FROM T 3-4-6 1 25•/Ft. --60277 /12/99 Zf 99012017 .B/CWC ..13r 0 — E.D o-: rn Ln 0 z. -RUGGER RESIDENCE - T-14 MONO/HIP f8' TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard USE THIS DESIGN FOR 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 DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-09-15 OC. W2.5X4 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8ia W3X4m W1.5X4 N 3 I . 1 4-0-4 41-6 0-0-0 CA - 1 - - - F Ztii V._25 Ft . TC LL 16.0 PSF REF ;02,- 0278 TC OL 10.0 PSF wjj 01P � 99 BC DL 7.0 PSF DRW t SR oil BC LL 0.0 PSF CA -E AMB TOT.LD. 33.0 PSF SEON - 8 DUR.FAC. 1.25 FROM E.D SPACING 24.0' c__ 6 r la 0 x rs. Fa w w W2.5X4a W3X4= W1.5X41H W2.5X4a C-0 W2X6(A1) w W3X4i-= c.5 z w w }� z , 1_ 8-0-7 ,1_ 15-11-9 6 _ _ 24-0-0 Over 2_Sup` ports SIN R-877 W-3.5' R-787 W-3.5 o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 1 pI —WARNING-- TRUSSES REQUIRE IITRINI CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING ARD BRACIIG. REFER TO NIB -91 (MARDLIMG IBSTALLINC AND BRACING). PUBLISHED BY TPI (TAVSS PLATE EvYI(/r�_ Q3 INSTITUTE, SW D'OIOfII0 OR.. SUITE 200. MADISON, NI 67)19). FOR SAFETY PRACTICES PRIOR TO ��NV '"I( C PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD $BALL HAVE PROPERLY ATTACKED VI. Cp_ .--. STRUCTURAL PANELS, B0TT01 C101D SMALL HARE A PROPERLY ATTACHED RIGID CEILING. - 'IMPORTANT-- 'ORYISN A COPY OF THIS OES161 TO THE INSTALLATION CONTRACTOR. ALPINE tIGINEERED '99 C_j __. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TIE TRUSSES T1 COIFORIANCE WITH TPI: 09 FABRICATING. BAIDLINB. SHIPPING, INSTALLING AND CAW5 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFOAMS WITH APPLICABLE PROVISI013 Of NDS (NATIONAL DESIGN pp�� '�.. "IC IFICATION PUBLISHED BY TI[ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE M+ Q CaltECTOIS ARE MADE OF 20GA ASTM ASS3 6240 SAM STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO ^a A1.,:.,� �D.-,1,.cm I=RESPORSIMITY "'M'_"` A 95M EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED OB THIS DESIGN. POSITION C0IHICTOBS PER DRAWINGS 160 A -I. THE SIAL 01 THIS GRAYING IRDICAT93 ACCEPTANCE Of PROFESSIONAL ENBIIEERING SOLELY FOA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMP01[IT FOA AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. IEA ANSI/TPI 1TISA SECTION 2. M V4 3 I . 1 4-0-4 41-6 0-0-0 CA - 1 - - - F Ztii V._25 Ft . TC LL 16.0 PSF REF ;02,- 0278 TC OL 10.0 PSF wjj 01P � 99 BC DL 7.0 PSF DRW t SR oil BC LL 0.0 PSF CA -E AMB TOT.LD. 33.0 PSF SEON - 8 DUR.FAC. 1.25 FROM E.D SPACING 24.0' -DUGGER RESIDENCE - T-15 CONN) ITOP CHORD 2x4 DF -L #1 �. BOT CHORD 2x4 DF -L #1 z,Z WEBS 2x4 DF -L Standard CV a PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. .b. Ln er cn e-• V A O ' a A W a W z W2X6(A1) E- c7 - z - w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC 8 BC ® 72.00' OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. is W4X40 W3X4= W2X6(A1) = " SOL. L< 12-0-0 J- 12-0-0 J I = 24-0-0.0ver.2-Support R-848 W-3.5- '� R-848 W-3.5" 0 ~ PLT TYP. Wave TPI -95 R Crlteria: TPIISTD) 18. --WARMING" TRUSSES REOUIRE EXTREME CARE 11 FABRICATION, NABOLING. SHIPPING, INSTALLING AND Cor)BRACING. REFER TO HIB -91 (MAIOLIIS INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT( t77 lNSTITOTI. 601 O'ONOfatO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO CT PERFORNI IG THESE FU CIE IS. ONIESS OTHERWISE INDICATED. TOP CHORD SMALL RATE PROPERLY ATTACIED �. STRUCTURAL PAIELS. BOTTOM CH09D SMALL RATE A PROPERLY ATTACHED 91610 CEILING. '--INPORTAMT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE LNGLNEIRED N PRODUCTS. INC. SMALL ROT BE RESPOR$10 LE F02 ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ~ A L PINE BUILD THE TRUSS[$ 11 CONF02XANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALL104 AND BRACIIS OF ASSES. THIS DLS1G1 CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 015161 .'t-. SPECIf ICATION PIBL IfM(D BY of AMERICAN FOREST AND PAPER ASSOCIATION) AND T/1. ALPINE Q CONNECTORS An MADE OF 206A ASTM A653 6810 BALI. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO ^+ EACH FACE OF TRUSS. AILD UNLESS OTHERWISE LOCATED 01 TIES DESIGN. POSITION CONNECTORS PER ORAWIWSS 100 A•1. THE SEAL ON TRIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW$. THE SUITABILITY AND USE OF THIS - $1CA'col0. CA 9SB28 COMPONENT FOB ANT IARTIC'ULAR BUILDING 1S THE RESPONSIBILITY OF THE BUIL0I26 DESIGNER. PER AIS)/TPI 1.1995 SECTION 2. 99 6-4-3 +0-0-0 CA/ -/1 TC LL TC DL BC DL BC LL TOT.LD_ DUR.FAC. SPACING 16.0 PSF RET AjN 3W 10.0 PSF DATE UWDM'- 7.0 PSF DRW CAUSR427 2012 0.0 PSF CA -ENG =' 33.0 PSF SEON - 98857 `' 1.25 FROM E.D. 24.0" A OUGGER-OUGGER RESIDENCE - T -15D DRAG ITOP CHORD 2x4 DF -L #1 .b. BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard S'_1 Iz: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. rn L 10 PSF BC LIVE LOAD PER UBC. 0 z_ +W4X12(B3) Ea W4X6= W4X12(83) Ea THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. -6351 NON -WIND UPLIFT AT BRG (X -LOC. Y -LOC): 0.00'. 0.00'. ** THE MAXIMUM HORIZONTAL REACTION IS 5860.08# ** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC t4 24.00" OC. TRUSS TRANSFERS 225.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO'BE DESIGNED BY ENGINEER OF RECORD. W4X4a 6-4-3 0-0-0 !_ 12-0-0 _I_ 12-0-_0 24-0-0 Over. 2,Supports, R-2332TN-3.5• r _ - '�� R-2328 W-3.5" RH-5860 TYP. Wave TPI -95\R Oesion Criteria: TPI(STD) 18.2c4 CA/ -/lfi-/ C7A! •`WARNING•- TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SNIPPING. INSTALLING AIDID BRACING. REFER TO Ntl•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRNSS PLATE TC L L 1 K . P S'C Y C31 INSTITUTE. 583 O'OROFRIO DR.. SUITE 100• MADISON. WI S3719). FOR SAFETY PRACTICES PRIOR TOCT1IRRINGTHESE 5+ FUXCTIORS. UNLt. 07X10.1111,1 IID)CATED. TOP CHORD SMALL HAYS PROPERLY ATTACHEDTC SIRUCTORAL PANELS• BBYTOM CHORD SMALL PAY[ A fIOPERLY ATTACHED RIGID CEILING. DL 10.0 F --IMPORTANT^ FURRTSH A CO►Y OF THIS DESIGN TO THEINSTALLATION CONTRACTOR. ALPINE ENGINEEREDBC DL 7.0 SF CV PRODUCTI, INC. SHALL ROTBE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN: AOT FAILURE TO BU1l.IN TRUSSES II C0IFORMNCE M171 TPI: OR FABRICATING. HANDLING. SHIPPING• INSTALLING AND BC LL 0.0 PSf LPINE BRACING TRUSSIS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNCONNECTORSSIEC IFICOF ATIARE01 fMMADESOfOOf AND PAPER TAPPLYALPINE IOGATHE AST MARICAR 653 SK40REST GALI. STEEL. EICEPTIASINTEDD CONIECTORS TO TOT. LD. 33.0 PSF EACH FACE OF TRUSS• ANO UNLESS OTHERWISE LOCATED DN THIS DISIGN. POSITION CONNECTORS PERDRAWINGS 160 A•1. THE SEAL ON THIS ORANIIG INDICATES ACCEPTANCE OF PROFESSIONAL 1NGIIECRINCD U R . FAC . 1.25 { AL„yY � � �Y�Sa�,CA IESFONSIBILITY SOLILT FOR THE TRUSS CONFORENT DESIGN SHOWN. THE SUITABILITY AIO'USE OF THIS SPACING 24.00 I aggUD 9S82B CONPORENT FOR All fART[CULAA BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER M1I1T►1 1.1995 SECTION Z. cale -.25' Ft. R427--60280 OAA 01/12/99 CAUSR427 99012013 CNG AEB/CWC SEON - 98873 FROM E.D QUGGER-DUGGER RESIDENCE - T-16 HIP [6 -SB] [1 -PL ATOP CHORD 2x4 DF -L #1 :T2 2x6 OF -L #2: �. BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard .d. A..; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. rn EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. Lars SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS C=; AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. C0110. zISUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. 0 PLT W3X8so W3X88 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 41 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R b R3 ARE FOR $1 CALIFORNIA HIP AND $3 CALIFORNIA HIP RESPECTIVELY. W4X4— W3X8a 6 r- T2 —I 6 jW4X4Em HS2512a W2.5X4Em W4X4Ea W3X10(B3) Es W1.5X4111 0X10(83) s (� E— Dl(a -T--0-0-0 1, 6-0-7 _h 12-5-1 _I_ 5-6-8 _10 w 24 -0 -0 -Over -2 -Supports ��� R-1659 W-3.5" R-1658 W-3.5" R3=970 R3m910 i h Stren th Wave TPI -95\R Design Criteria: TPI STD 18.2c4 CA/ -/l/ -/- WARNING - A - 1 - YARNING•• TRUSSES REOUIRI IITREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND TC L1 19 . P S G7 BRACING. IEFER TO 010-91 (HANDLING IRSTALLINC AND BRACING).. PUBLISHED BY.TPt (TRUSS PLATE _ �pfS. O) INSTITUTE. 583 D'ONOFAIO DR.. SUITE 100. MADISON. YI 53719), FOR SAFETY PRACTICES P410I TO C7) PERFOSHIES THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1. Gj_ (�4, TC DL 10.0 --+ STRUCTURAL PANELS. 007TOR CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 199 .o BC DL 7.0 PSF N PRODUCTS. INC. SHALL NOT BE RESPDISIBLE FOR ANY DEVIATION F90K THIS DESIGN; ANY FAILURE TD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FASRICATING. NAIDLIIG, SHIPPING. INSTALLING AND 9 Q ALPINE BRACIIG Of TRUSSES. TITS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN BC LL 0.0 PSF LPINE CONSECTOISSPECIFICATI AREON R41OFDIOGA ASTOT THE M A653 &BADMERICAN NOAtV. STEEL. EXCEPTEST AND PAPER ASNOTED. D TAPPLY ACON [CTORL TO li TOT. LD. 33.0 PSF ti EACH FACE Of TRUSS, AND 91LESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PEA ORAWIAGS 160 A -I. TWE SEAL OW 7015 GRAYING INDICATES ACCEPTANCE OF PIOFESSIORAI 11611EEN110 C D UR . FAC . 1.25 AS..;. ft..;,.�.,�.E p� RESPONSINILtTY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS US.,t , 95828 COMPO/ttNTlFOR ANY SECTION lLu BUILDING IS THE RESPONSIBILITY OF TWE BUILDING DESIGNEE, PER . SPACING 24.00 T 3-4-6 1 ,,R-ale-.25'/Ft. EK- R427--60281 0 lir 01/12/99 ftCAUSR427 99012014 WING AEB/CWC SEAN - 98849 FROM E.D I, TIITs Own. PREPARED FROM COMPUTER INPUT (LOADS s DIMENSIONS) SUBMITTED BY TRUSS MFR - (-1 t TRUSS PROFILE 1/ 24" O.C. FURRING TRUSS PROFILE WITH 40" O.C. FURRING BUILT-IN CRIPPLES BUILT-IN CRIPPLES (REMAINS IN PLANE �{ � (REMAINS IN PLANE 'i 01 WITH TRUSS) I WITH TRUSS) I co (0) TYP. p6 HIP WITH FUR I -PLY p6 HIP CHORD EXTENSION I -PLY 115 HIP WITH FUR, I -PLY (0) TYP. /� #5 HIP WITH FUR. I -PLY /k4 HIP WITH FUR I -PLY �� �q4 HIP CFIHEXTENSION PLY SETBACK b3 IIIP WITII FUR I -PLY SETBACK IIP N3 IP Willi FUR I -P -PLY �,42 HIP WI1H FUR. I -PLY I A2 HIP CHLIRO EXTENSION I -PLY Ff S/�If—Tn TfllCSli�l NI HIP GIRDER MAY �(B) (D) (D) (D) (D) (8)� #1 HIP GIRDER MAY �� \ BE MULTIPLEMEMUER //�%/��j�—� \ / OG MULTIPLEMEMBER (8) PUPLINS SPACED a 24'11.[. TYP. \\ PERMANENT DIAGONAL BRACING (CONTINIOUS 2X4) v APPLIED TO TOPSIDE OF FLAT TOP (D) CRIPPLES SPACED 24' D.C. TYP. CH[IRD BY ERECTION CONIRACIOR (0) FURRING 8 FLAT IC (SEE URACING DETAIL) SAME SIZE AND SPECIES AS DESIGN • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND EITHER CRITERIA NOT SHOWN HERE #1 HIP MAY BE I ,JACK RAFTER RIGID CONNECTION DETAIL. SIMPSON I(3 TIE SEE SIMPSON CATALOG C-PT95-1• FOR NAILING SPECIFICATIONS. O O O O O O O O O O C= O c=1 �ALPINE=1 CZ3� TRUSS O O JACK RAFTER. (B) PURLINS SPACED a 24'11.C. TYP. \ \ PERMANENT DIAGONAL BRACING (CONIINUOUS 2X4) v APPLIED 10 TOPSIDE OF FLAT TOP (0) CRIPPLES SPACED 48' O.C. TYP. CH[1R0 BY ERECTION CONTRACTOR (D) FLIRRING 6 FLAT, TC ( SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. . NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER, CRITERIA NOT SHOWN HERE. PERMANENT BRACING START OF TOP CHORD FLAT TOP CHORD EXTENSION (TYPICAL) (SLOPING TO FLAT) \ DETAIL - SECTION A -A PURLINS START OF THE TOP CHORD EXTENSION XTENSION / / (SLOPING TO FLAT) #1 HIP, REFER. TO ORIGINAL DRAWING 171171 k FOR MORE INF-ORMATIILF 7 — \ RD UF i1IEA NG • SEIBACIc JACK RAFTER. PERMANENT D AG[1NALS FORM BRACED BAY. REPEAT AT ALL �Fil•P ENC AT APPROXIMATELY 20' INTERNALS OR LESS THEREAFTER AND AT @ (I)1 NUTE: PERMANENT DIAGONAL BRACING NAILED TO UNDERSIDE DF FLAT TOP CH8R[ LATERAL MUVEMENI OF TDP CHORD. IF PLYWOOD SHEATHING IS PRESENT O@A AND JACKS ARE PROPERLY ATTACHED [SEE DETAIL) 10 #1 HIP, THEN DIAGONAL NOT NECESSARY AT NI HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS STILLof IMPORTANT * ALPINE ENGINEERED PRODUCTS. INC. w ARN I N�IRusSES REQUIRE EXTREME CARE SHALL NOT BE RESPONSIBLE FOR ANY N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR (HESE SPECIFICATIONS. OR ANY BRACING. SEE HIB -91 BY IPI. SEE THIS DESIGN 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS70B BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING Ar" ALPINE CONNECTORS ARE MADE Of ZOGA GALV. STEEL MEETING ASTN OUIREMENIS. UILESS OTHERWISE AIOICAIEO. TOP W A446 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER p� TRUSS AND UNLESS OTHERWISE LOCATED 011 THIS OESIGHL POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTUM CHORD CONNECTORS PERDRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE CORFORI W/APPLICABLE PROVISIONS OF TOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 111E COR'OHENI DEPICTED HERE DRYWALL APPLICATION. FURNISH ACOPY Of THIS IN OIA.Y. AND SHALL NOT BE RELIFO UPON IN ANI OILER WAY. DESIGN 10 HIE TRUSS ERECTION COHIRACIOR. --IPI - TIXISS PIAIE 111511TUIE. 103 - 1991 HAIIOIAI DESIGH SPECIf ICAT1011 FOR WOOD C0H51AUC11OH ' `BION TC LL TF '4BS ,REF,[ R427 W. C ��^ TC OL * 5F TE 04/ 'O ^. EIC DL * P colfoe BC LL * PSF CA -ENG PBC TOT.LD. * PSk rigs. DUR.FAC. f-ald Cn A 1^TAIf_` JOB: LF 'TERM HIP DETAIL CONYIE14TIONAL FRAMING IS NOT THE IIESPONSIBILITY OF THE T11USS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING.TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (B) 2X6 block. Refer to table for minimum length. (W) King post web. Minimum size - 2X6. Refer to terminal hip drawing for lumber, plates and other data not shown here. ** Note: Nail values are given for "normal" values and are not adjusted for the various durations as allowed by the code. The quantity. of nails may be adjusted as allowed by the code. A CU 105A CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NUS TABLE B.IB. It A V T fA •t 11 A LUMBER SPECIES •• [a (\ Z [[ V [l 1\ IJ [A V L 1 V 1\ Nails required Length of block 60011 900%1 120011 1700# Z. L. 8/16" 12/20" 16/24" 24 / 36" It. F. 11/2011 16/24" 22/30" 32 / 42" SP T- 11/20" 16/24" 22/30" 32 /42" Setback * I Setback �T Sean --�' SEON-- !1793 FURNISH A COPY OF THIS DESIGN TO ERECTION C REV 15.3.3 SCALE = 0.2500 o r� o c o C=AC=3C=3 ALPINE ENOINEEREO PAODUCTS, 11C. MMSE9 REOUIRE E.ITIENE CATIE **IMPORTANT** S1Ull Rol DE RESPONSIBLE FD11 ANY WARNING IH 1waLIMO. EnEcllm+ Am Q Q DESIGN CRIT: UBC REF 56425 -LF F O MVEAI)OH Ft1011 THESE SPECIFICATIONS OA A11Y DEVIATION FIOH ORAct1a.9EE 'ONT-70'• MrACINO MDOO TIO159E0�7C LL 1!C• PSF / DATE O/ 1/JO THIS DESIGN OR ANT FAILUM 10 BUILD TIE 1RUSB III COIFUTMICE COMEMANY AND IECOHIQAATIOIS-AIPII.[= 'OUALIIT .O C NITH IIE SIAIDAIYI OST11B' BT TPI. ALPINE COIOECIOR9 71119 LESION FOR A00ITIOILIL SPECIAL PE ARE NAMIFACIURED FNOH 20 DAUGE GALVANIZED STEEL IALESS NVIT BRAC1110 IEDUIRFlEI1tS. lNLE81 OIIIERM oc § 1� TC DL .O PSF DRWG CD105A OTIEMIISE SIIOHH. NEETINO IIEDUMEIENIS OF ASTM A/AB BMDE A. SICK TOP 0010 OINLL BE LATERALLY BRA v110.o 6 * BC OL O PSF CA -ENG CWC/P' v APRT COM1[C1011! IO BONN FACES AT EACH JOtNI AtN LOCATE AS N1 tH PIIIA'EPLY ATTAgED PLYWOOD SHEA1NIII DIM. BEA11IN0 NIDIHS AMIE V IIOHINAL IAA.ESS TOT.LD: PSF 0/A LEN, 011EMIIEE SIOMR. BOTTOM p1011O NIM 111010 CEILIHO 011 OIUCIt DESIGN 9JANDUM CONFOM1 NIM APRICAOI.E PRUVISIMS DI A9 [ C'� .O 7'C O O O C7 O O SIECIFIEtt at OCSIGH. OT NOT USE 11110 EN09 AND HIPC (PCI) • DESIGII Null FATE IIETAIDANT Tr"ATEO LUMBER. _.IPI - TRUSS PLATE INSIIlU1E. 1109 - I01101UL DESId1 SPECIFICA1101 Fal NOGG COt91l{UCT1011 S l�Tf OF C�`\\� DUR.FAC.. SPACING Ti lE PITCH 6.0 11 TYPE' DETAIL TRU$S BRACING/BLOCKING DETAIL MIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIOIIS) SUBMITTED BY TRUSS MFR. 71M BRACING^OCKING WTAIL :1 (AT SUPPORT) 7. NOTE: BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS, (A) 2X4 13 HEN -FIR OR BETTER CONTTIJUDUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOM ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (H) HEIGHT OF TRUSS AT SUPPORT. 1 r1 I I NG VERTICAL WEB SECTION S -S TRUSS 10) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d WAILS AS SHOWN. BRACE NAY BE LOCATED ON E011ER FACE OF VERTICAL. (P) SHEATHING APPLIED TO TOP CHORD.' ' (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGIIT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. r 9 a APPROX. 45' (BB) BLOCKING TO BOTTOM Carni OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTOM CHORD. PLT TYP. Wave TPI -95 Design Criteria: TPI -95( TDI 18.2c3 •'YARNING•• CA - 1 - - R - •' • ' t• IRVSS(S Rf0011I (SIREME CARE 11 FABRICATION, HANDLING, SNIT. G. INSTALLING AND O O Q O TRACING. RIFER 10 NII•I1 (BARDlI1G IISIALLIAG AND BRACING), PUBLIfNID BY IPI (THUSS #LAIL (.SSIO 1NSIITYII, I: D DNOFIO '.:('SDI TC LL REF R 4 2 7 • OR.. $UITE I00, MADISON. YI f]IIB), FOR SAFETY ►RAC11[ES /X100. ToQQfyc O INFOIMING INE S[ FUNC11ORS. UNLESS OINIRVISI INDICATED. 101 CHORD SHALL HAVE PROPERLT AIIAC HfD CyQ fTAUCTUl Al PANELS, T C D L DATE 1/12/94 O O BOTTOM CNOAD SNAIL HAVE A PROPERLY ATTACHED RIGID CIELING, W '•IMPORTAN (•• FUAIISN A COZY OF ALIS DESIGN 10 IN( INSTALLATION CONTRACTOR. ALPINE ENGINEERED y BC 6L C L ) • PRODUCTS. IRC. SNAIL 101 11 RESPONSIBLE FOR ANY DEVIATION FAUN IBIS DESIGN; ANY FAILURE 10 � RUIlO InTRUSSES IS COAFOAMANCE WITH 111: 01 FABRICATING, �� HANDLING, SNIPPING. ll$IALLA110N 0H '� I BRACING OF IIOSSIS. IMIS DESIGN CONFORMS HIEN APPLICABLE PROVISIONS OF NDS (NATIONAL 00 GN [1� 6: �TR L L T T �r SPECIFICATION PUILISN(D BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND III. ALPINE ,k \!, CONNV S(J Of EUNLESSIOIM[RVIS(.IOCAI[D T 0 T . L D . D RW 3,048.634 IACHEFACT OFNIAUSS[ AND0% IRISIICIPI DISIGSAS 10190. APPLY ►OS1I10N CONS(CIORSE►INNS 10 ,r CIV0� O O 01 [NISDRAWINGONLY 10 l�rfOf D U R .FAC. CA -ENG / C W C OFAIx[G4YSS D[11CI[D N(R(AASD SAN INGINI1(•R(lSEALAPPLI`S THE DESIGN C1`��� IED Y SPACING SEE ABOVE GA61.E Cll() OEIAII. SIRONGOACK (NAIL TO LEDGER 12' O.C.) (BRACED AT 55' D.C. ) -,-, A35 /LEDGER (NAIL 113(x) TO VERTICAL [1111LOOKER M/2 -10d NAILS) GAOL GAEIE ENO —� (K) SPACING FOR H3 = 56.0' D.C. REFER TO SIMSON CATALOG C-9414-1 FOR PRODUCT A11ACIulENT SPECIFICATION (ATTACH A35 Ill FI OIREC1113N (M) 2X4 F.L. OR II.F. 82 OR BTR, SIP.ONGOACK BRACE —13-1-1 - U O ❑- 1 l S I )\ " \ IN IN ) PEAK PLATE TO MATCH CWfIA TRUSSES. (SI ) SPLICE PLATE 10 HATC11 COMMON TRUSSES. ( III I IEEL PLATE 10 MAICII 101*1011 TRUSSES. (0) OPTION 10 WEB FLATING; USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) IDENAILED TIIRU CHORD INTO WEB 6 1NR11 WEB INTO CHORD O[[ ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), ( SI ) 6 (111 ) MUST BE PLATED. (G) GABLE END OESILII BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN IIC'IC11f. TIIIS DWG PREI'AIIED FROM CUMPUEER INPUT (EOADS & DIMENSIONS) SIIOIIIIIEII BY IRLISS HER. RO[r MATERIAL \ (CI 2x6 DIAGONAL ACE / _45 2X LEDGER II\CONIION / TRUSSES STRONGBACK BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) 72'. ATTACH AT HI ,W/2 -13d CCOHIOI NAI 24 (1(j11� NOTE; CHORDS TD BE 2X4 FIR-LARCII 92 Hill. NOTE: THIS DETAIL HAY BE USED FOR TRUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WEB LENGTH IX3* 2-0-0 2X4+ 0-1-0 3X4• 13-6-0 6 - 10d CDIV-ION BLOCK NAILS \ — o - - ao BRACE 3-IOd NAILS EACII EI -10 OUTLOOKER C2[TERIA 3.5' MAX. IYP. NOTCH a 24' O.C. 1.5' MAX, 2x4 F.L. LUMBER GRADES HAX. LENGTH WITIIGUT BRACING (N ) MAX. LEIIG 11 V/ STROIIGBACK BRACE (S) STANDARD 5-11-0 II -10-0 O I� w� -/ ALPINE, TRU S S �1 O 0 E 1 ••YARNING•• TRUSSES REQUIRE MAINE CAN[ IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 10 XIB•91 (YANOIIMG INSIAIIIMG ANO BRACING), POBIISUED BY IPI (.MUSS PLAT[ (NSI IIUI[, SB7 D'OMOF 10 DA., SUI.[ f00. AD ISYI 67)19), FON SAFETY PRACTICES PRIOR 10 NTMI ORNIMG IH[S[ (UNCTION S. YMIESS 0111[RYISE INDICA IED, IOP CHORD SHAH NAY[ P0.0PERlYAI1AC HC0 SIRUCIUAAL PANELS, BOIIOM CNON0 SNAIL HAYS A PR OPENLY AIIACH(D RIGID C1 1.11G. .!'IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /0.000CIS, INC, SNAIL M01 8[ RESPONSIBLE FOR ANT DIYIA110M FROM IRIS DESIGN; AMY FAILURE 10 BUIlO INE 10. US IN CO.FORMANCI YIIN 1►1; OII ;A.RICAI IRO, HANDLING, SHAPING, INSIALLATION OR BRACING OF IRUSS[S. INIS D(SIGN CONFORMS MIIN APPIICABL[ PROVISIONS OF NOS (NATIONAL DESIGN $PECIFICA110R ►UBLISH(0 BY IN[ AMERICAN ►ORIS( ANO PAPER ASSOCIATION) AND IPI. AL►IN( CCI RICIORS AN[ NAD( OF TOGA ASIX A6S3 C0.31 GAIN. SIEEI, fIC[PI Af X01[0. APPLY CON MIC10RS 10 EACH FAC[ OF TRUSS. AND UNl[SS 011111 111 LOCAI(0 ON (HIS O[S1GN, POSITION CONN[CI0R5 PER 00. WIN GS IJO, ISO AND LBO A -f. AN [RGIN[(0.'I S[Al ON IRIS OKAY IRO APP( IES OMIY 10 IRE DESIGN Of IME IR USS O[PICIID MERE AND SHALL N01 B[ R[ll(0 UPON IN ANY OILIER WAY. 01 7-9-0 15-6-0 III 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 IS -6-0 PLT TYP. Wave TPI -95\11 Design Criteria: TPI-95(STD O I� w� -/ ALPINE, TRU S S �1 O 0 E 1 ••YARNING•• TRUSSES REQUIRE MAINE CAN[ IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 10 XIB•91 (YANOIIMG INSIAIIIMG ANO BRACING), POBIISUED BY IPI (.MUSS PLAT[ (NSI IIUI[, SB7 D'OMOF 10 DA., SUI.[ f00. AD ISYI 67)19), FON SAFETY PRACTICES PRIOR 10 NTMI ORNIMG IH[S[ (UNCTION S. YMIESS 0111[RYISE INDICA IED, IOP CHORD SHAH NAY[ P0.0PERlYAI1AC HC0 SIRUCIUAAL PANELS, BOIIOM CNON0 SNAIL HAYS A PR OPENLY AIIACH(D RIGID C1 1.11G. .!'IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /0.000CIS, INC, SNAIL M01 8[ RESPONSIBLE FOR ANT DIYIA110M FROM IRIS DESIGN; AMY FAILURE 10 BUIlO INE 10. US IN CO.FORMANCI YIIN 1►1; OII ;A.RICAI IRO, HANDLING, SHAPING, INSIALLATION OR BRACING OF IRUSS[S. INIS D(SIGN CONFORMS MIIN APPIICABL[ PROVISIONS OF NOS (NATIONAL DESIGN $PECIFICA110R ►UBLISH(0 BY IN[ AMERICAN ►ORIS( ANO PAPER ASSOCIATION) AND IPI. AL►IN( CCI RICIORS AN[ NAD( OF TOGA ASIX A6S3 C0.31 GAIN. SIEEI, fIC[PI Af X01[0. APPLY CON MIC10RS 10 EACH FAC[ OF TRUSS. AND UNl[SS 011111 111 LOCAI(0 ON (HIS O[S1GN, POSITION CONN[CI0R5 PER 00. WIN GS IJO, ISO AND LBO A -f. AN [RGIN[(0.'I S[Al ON IRIS OKAY IRO APP( IES OMIY 10 IRE DESIGN Of IME IR USS O[PICIID MERE AND SHALL N01 B[ R[ll(0 UPON IN ANY OILIER WAY. QROFESSlp,1, VA.O q ,�4Q ,S�F,N W y yV'j r A>: V C43 + * * s� CIV11 'fF o���P Of C'�`lf TC LL T C D L B C 0 L D C L L TOT . L 0. 30.0 15.0 0.0 5 0.0 PSF P S F P S F P S F P S F REF R992 DATE .03/19/98 DRW CD I 12 S E A N - 25458 OUR . FAC . 1 . 1 5 FROM P D C S PA C i NG 2 rg6 H Jot): PHA1L-92 AL 110TE: SEE DRANING DAININAL FAA 1-11110ER. PLATES. ANI) OTHER DATA NOT 8110111) IIEIIE. TRUSSES DEMURE- EXTREJ CARE -111 HANDLING ERECTION -Alin 811ACIII3. REFEII TR 1131 1110-111, SUE, T1118 IIESTGII FBI] A111111 IOIIAL 6 3CCIAL PENIME111 finACTNG MAIIME11111116. 1111.ESS IITIIERNIGE 111111VATE0, TIMI f.IIUM SIIA1.1. III LATERALLY CIIDIlR01111111P11MkRLYYAT(AMEAOCEII111133. GIILA711TIIG, t30TTON 1.111(11 IA) 1X4 Y] 11rR-FTA 011 BETTC•R'CnUTTIAIMUS LArrnAL nr1Af.111r TO Df: I;fiAAI_LY SPACER, ATTACH 11)111 121 fill 11AYLS. OnaCHlrl IIATEIITAL TO hE SUPPLIED ANA A 1 TACNEn At IATA EIDU TO A G11ITA01.E SUPPORT DY ERECTION (:01111JACTOA. MANY OF THE DEL011 NEAT ZONED BRACING TYPES 14AY DE QUASI I TIITEIItI RX4 "T" nllACE. BAIZE GRADE AS UEO NENOEA. ATTACH HIM Ifill HAILS O 4" A.C. DMACING MATERIAL TO UE SUPPLIFA IIY MECTION CANMACTAN. M "L" BRACE. BRAE GRADE AS IIEfi MEMBER. ATTACII NITII Ifid HAILS 0 6" O.C. DRAC11413 NATERTAL TO HE SUPPLIE11 BY 01ECTION CMIITAACTUl1. 2X4 'L" nnACE. SAME GRAnE AS IIEn 11EIInER. ATTACII 111T11 Ifid IIAILSI01111 0.f ACT011AC11JU IIATEMAL TO nF. SUPPLIER OY HIECT SCAB DAACE SAME SIZE, GRADE Alin LEIIGTII AS UFA IIf:IIfir-A. ATTACH WITH 1141 NAILS A dr D.C. DnAC111G IWICIIIAlL, Tll UE SUPPLIEII DY EIIECTI01.1 CONTAACTOn. SEE OUIGIIIAI. OEUIGII Fell PIIOPEM OE11E11S1014 11E.5IGlLfl3i AnG NK 1IIPAfITAl1THNaoii,;; K 19SPfl4161i 1011 aI' 411111103 l/rl'11143 OIf141 Oft 113:10 L^[[If 19111111). OI Ila f1111A1 10 F1110 11,1 1.'O/9 III c11110111u[4 111111 09111 /f Irl. 11f11/ IM//CAP4 IK 11109 O9 4303 N/4. 1111L 111111/4 911.1 4611 9n 1 119711 13 W"0. 1.331 tat/c11n1 13 11111 110i Ir PI"91 1.J "3119 0111 A21 3 911110 1.l 1103 4111"L !33111911 00111, lull 110 1111"11113 133. 141 9 1e31• (. 0111"1 0111 u up31 90,8143 1,1111 Ic"Ge r1W►111/14 of 103 i let. 111101110c3.9 1111 41 1.11 /Aln114 1,11193 to lot tor"v1f 9trlclla I.9rL 11 414. 110 1"111 1.11 Il 1/9 Ila 41,41 111 111 3111!1 oft. 1 . r1 -,1 111t II II( I"311141(_ 1113 I�Y11�11101a1 f1[7 1IAFIIIIIJG:114�� w°90901111`1 F-IG1•13. 1/l 1110-11 9( M. 111 1143 P1315P oat N3111ry111 iritlll cUAlYl111 11PAC114 III W110111113. 913113 01141N111 (1(114110. lar P+114 11011. I1 IJUA4111 019111 /1111 IfC/Y0 /1 311/91/0 r9ri0"I 4411/1114/ 61411131111A& •1111 "301419.1 A111r110 PION 1119 11/1 -- 991 91.Uc 110111c11 9911411 11/11/1 1 to$ f►1(4► "1//11/ Ir111WIC11. ItY111311 t 194,1 of 11113 1(11"1 I1114 IPYI3 66MI4190111"lor. 1011 U 0119!( 11 4-9'; 10/ Mltlr11:110�1_ OQ y11� 1 ;fig r Tei 2y._12.,1 n 5ULE. ~ 11.3.1( D ff !1gg2-=j2?Q3_ pATf•. qq;!n jq3_ (!!l! 1.1111., TC LI- :10 , 0 IISF TC DL f 1.0 PSF 11C DI. C . 0 NiF - jig. .1)415 BC 1.1- Q . A PGF Tnr�i.D. 60.0 P f- -fIl1 FII II,L% RESIDENTIAL PLAN CHECKING. GUIDE. ,., SINGLE FAMILY, DUPLEX AND MISCELLANEOUS OAY f OWNER: 0 BUH DING' T c ER,,, "il" .�;fir;: /a`. ..�li, . i.. ,. �.i t:`>iE3 'i•,^,.t.. r PLAN CHECKER A P. NUMBER: --- --Zoning requirements: (side yards and number of permitted hying units). �', .`' - ' ins "err_ , Valuation '. . 'i SL 3"' ?' . Vt 3 _;. Plans signed by designer. ��_ i ; , • c':4. r ;v: a;? Proper description of work on application Existing violations on property. C)? Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). -LOTPLAN - Recorded notice of violation Complete parcel size and dimensions. Setbacks, side yards, Casements, etc. :s< a2 a tr .. ._..s ii::i?:;G•,' l Other buildings or structures. Grading, fills and/or drainage. Flood hazard. f Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Seciion,1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. _ .Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 f July 1996 3.3 QfM-r AXM AlrIAIL.OUS ITEMS TOLOM OUTFORO Stairway details: "lendings, n'*w' and run head clearance, bandrails (Section 1006). Guardrail details (Section S09). - Brick or stone, veneer (Section 1403). or 2506). roof pitch for roof covering (Section ISO 1). Roof covering type - (fire hazard). -Foam insulation .'Ordtactiot 36' halls and stairways. Living area over garage, - complete I =h� sijaiafioni;ie��' on garage, side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for M burning app L.P.G. requirements. Noise requirements on duplexeisi. Energy design ashing at all exterior openings. C.D.F. responsi m responsible arequirements. A ?Z7 July 1996 3.3 Job nuaber >) r � i I , i 9881 DATE 12/15/98 Structural Calculations for Dugger Residence Lot 20 Hountain Oaks Estates Bruno & Hawkins Architects 20 Constitution Dr. Ste. A Chico, Ca. 95913 (530) 895-1125 (530) 893-0532 Fax BUTTE COUNT4. BUILDING ©EPARTMEiN' I SHEAKi 2:08 PN •......i-----------------------r-------------------------------------- BEY 1-06-93 SHEAR FRICTION 712/96 ------------------------------------------------------------------------ DESCRIPTION )) --------------L---------------GENERAL DATA ------------------------------ CORRECTION FACTOR (1) > 1.000 1.0 FOR NORMAL -WEIGHT CONCRETE 0.85 FOR 'SAND -LIGHTWEIGHT' CONCRETE 0.75 FOR 'ALL-LIGHTWEIGIIT' CONCRETE 0 StA- FRICTION COEFFICIENT.(p) > 600 SELECT CONDITION BELOW > 1 CONCRETE PLACED MONOLITHICALLY 2 CONC. PLACED AGAINST CONC./SURFACE R000HENED- ,. 3 CONC. PLACED AGAINST CONC./SURFACE NOT ROUGHENED 4 CONC. ANCHORED TO AS -ROLLED STEEL/REBAR OR STUDS Iy> 40,.000. S��^U<Sdmac. Avf > (20N"2 Yo > 400 KIPS <Avf�fy}p> ------------------------------FOOTING DATA ------------------------------- SPACING OF SHEAR ELEMENTS > 6.000 FEET f'c >' 2.000 RSI . FOOTING WIDTH > 1.000 FEET Ac > 864.000 IH'2 .Zif'c'Ac > 345.600 KIPS 'OOtAc' ) 691.200 RIPS aSSumt I ot c rs yo� • -�� cf 00 rS (n �o✓5 Zuw t'� L_ � I s reser is in 0. Ll*a- (oAgA"( ft wmfv%4 10070 XLi Joy-e.= o `c,�,(� c�� SvrC.tr 'tr� ( ava c a� t hs0-b -j-% c + OL� xed ZESO-E68 (OFB) SM -S68 (OES) ELM 'ED 'ootgD v •a1S •10 u011n1t1suoJ OZ ,sloaltgai� sutJHeg I ouni8 salelse po utejunq OZ 101. n uapfsas ia66na �o;'�suoTlelnole� Ieinlon�lS 8610ZIII 8bY0 1886 (c iaq®nu qop r i F t Z t r CkCDATA 11/13/97. ------------------------------------------------------------------------ ` Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description ))bugger Residence ------------------------------------------------------------------------ r Jurisdiction Butte County Code referenced 1994 UBC 11991 NDS 1986 AISI Wind loading Basic Wind speed 80 MPH Exposure C Seismic loading Seismic zone 3 Gravity loading Roof live load 20 PSF Floor live load 40 PSF Balcony live load: n/a Soil data / Allowable bearing: 1200 PSF ✓ x LOAD-1 3:54 PN ------------------------------------------------------------------------ RE9 8-13-92 LOAD SUMMARY NODULE 11/20/98 ------------------------------------------------------------------------ DESCRIPTION )> ------------------------------------------------------------------------ ASSEMBLY )Roof 1- SLOPE ) 6.00IN 12 ® > 26.51 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/20 PLYWOOD 1.50 1.50 39 2X6-24' 1.10 1.10 35 2 % 4 - 24' .10 .10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.30 USE: 14.00 PSF ----------------------------------- LL 20.00 PSP TL ------------------------------------ 34.06 PSP ASSEMBLY )Wall 1 SLOPE > IN 12 ® > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 85 1/8' PLASTER 8.00 8.00 22 1/2' PLYWOOD 1.50 1.50 38 2 % 6 - 16' 1.10. 1.10 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 83 1/20 GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 16.80 USE: 11.00 PSF z LL PSF TL 11.00 PSP y -_..� �h, a �' •lL�r � , y,. E �p��y� �t� 1p tom., < <�; *r. .. y, ._ . �R� .. • t�. '-ry, ' l ' _A • Vit, M y. a y LOAD S -------------=---------------------------------------- REV 8-13-92 LOAD SUMMARY NODULE ------------------------------------------------------ DESCRIPTION )> 3:57 PN -------------- 11/20198 ------------------------------------------------------------------------ ASSEMBLY Moor 1 t SLOPE > IN 12 a > DEGREES NO. DESCRIPTION UNIT WT. PITCH?. ADJ. WT. 75 314" CERAMIC TILE 10.00 10.00 24 314" PLYWOOD 2.30• 2.30 38 2 % 6 - 16' 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ------------------------------------------------------------------------ DL 17.10 USE: 18.00 PSF LL 40.00 PSF ------------------------------------------------------------------ -- TL 58.00 PSP XAXSPAH2 3:58 PH ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 11/20/98 Description ))TYPICAL ROOF RAFTER -----------=LOADING DATA-----------I------------GENERAL DATA ------------ Dead load ) .014 .ksf Load duration factor. ) 1.250 Live load > .020 Isf {Joist spacing ) 24.000.inches Total load > .034 ksf !Repetitive (Y/N)?) Y Tributary load ) .068 klf I ----------------------------------- ! Concentrated load) .000 kips ! Eq uniform load ) .000 klf ! ---------------------------SECTION PROPERTIES --------------------------- Member thickness ) 1.500 inches Member width ) 5.500 inches Section modulus_ ) 7.563 in"3 Area ) 8.250 in"2 Moment of inertia ) 20.797 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FCA FCC E DPL X02 875 575 95 625 1300 1600000 Size factor Cf ) 1.300 (APPLY TO Fb) Size factor Cf ) 1.300 (APPLY TO Ft) Size factor Cf ) 1.100 (APPLY TO FcS) Repetitive member factor Cr ) 1.150 Adjusted values Species Grade Fb Ft Fv FCA FCC E DFL X02 1635 748 119 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 11.011 feet Shear ) 19.210 feet Total load deflection (L/240) > 10.283 feet dTL ) .514 inches Live load deflection (L/360) > 10.718 feet ALL ) .357.. inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? ) Y Max span as limited by concentrated loading ) .000 feet Check stresses due to concentrated loading..:. V uniform DL ) .000 kips V concentrated load ) .000 kips V cap of joist ) .653 kips (ok) % of allowable ) .000 N uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips (ok) % of allowable > .000 =--Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection ) .000 inches Total load deflection > .000 in. L/ 0 �1_ NAXSPAH2 10:02 AN ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 11/23198 Description ))TYPICAL FLOOR JOIST ------------LOADING DATA-----------I------------GENERAL DATA --------- Dead load ) .018 ksf Road -duration factor ) 1.000 Live load ) .040 ksf !Joist.spacing ) 16.000 inches Total load ) .058 ksf !Repetitive (Y/N)?) Y - Tributary load ) .011 klf 1 ----------------------------------- Concentrated load) .000 kips 1 Eq uniform load ) .000 klf ! -------=-------------------SECTION PROPERTIES ---------------------------- Keiber thickness ) 1.500 inches Nember Width ) 5.500 inches Section modulus ) 7.563 in"3 Area ) 8.250 in"2 Moment of inertia ) 20.797 in'4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FCA Fc= E DFL X02 875 575 95 625 1300 1600000 Size factor Cf ) 1.300 (APPLY TO Fb) Size factor Cf ) 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fc S) -Repetitive member factor Cr >" 1.150 Adjusted values Species Grade Fb Ft Fv FCA FCC E DFL X02 1308 748 95 625 1430 1600000 -----------------------------NABINUN SPANS ------------------------------- Kax. span as limited by: Bending ) 9.235 feet Shear ) 13.513 feet Total load deflection (L/240) ) 9.852feet RL ) .493 inches Live load deflection (L/360) ) 9.738 feet ALL ) .324 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniforn DL additive with concentrated load? > Y Nax span as lisited by concentrated loading ) .000 feet Check stresses due to concentrated loading.... V uniform DL > ,000 kips V concentrated load ) .000 kips •V cap of joist ) .523. kips (ok) % of allowable > .000 N uniform DL ) .000 ft -kips N max with load at midspan > .000 ft -kips N cap of joist > ..824 ft -kips (ok) E of allowable . > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > ,000 in. L/ 0 No. 5505 Engineer's Computation Pad 1 _ ..-. ___- -_- -_.._ ��1 •- .. _ N i SSBM 6 12:59 PN ------------------------------------------------------------------------ .Rev 9-13-93 SIMPLE SPAN BEAK - UNIFORM LOAD 11/24198 ------------------------------------------------------------------------ Description )> RB -1 ---------------------------------GENERAL-------------------------------- Span (L) ) 9.000 feet Repetetive ? > N Reduce shear for bm depth ) Y Laterally supported (Y/N) ) Y lu ) .000 feet le ) .000 feet Slenderness factor Cs ) .000 Ck ) 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .217 kips/ft 41 E TL Uniforo live load ) .310 kips/ft 59 E TL Uniform total load ) .527 kips/ft Endreactions ........................... DL ) ,977 kips LL ) 1.395 kips TL ) 2.372 kips Designloads ............................ Total load moment IMI ) 5.336 ft -kips Total load shear (V) ) 2.372 kips --------------------------LUMBER DESIGN VALUES ------------------------- Base values Species Grade Fb Ft Fv Fel Fe = E DPL NO1 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf ) 1.100 Apply to Ft Size factor Cf > 1.000 Apply to Fes Repetitive member factor Cr > 1.000 Load duration factor Cd ) 1.000 Adjustment for lateral support ) 1.000 Adjusted values Species Grade Fb Ft Fv FCA Fez E DPL NO1 1000 743 95 625 1450 1700000 --------------------------------BEAK DATA ------------------------------- Member width ) 5.500 inches Kember depth ) 9.250 inches Required Actual Comment S (in"31 ) 64.031 78.432 (ok) A' (in"2) ) 31.031 50.875 (ok) I (in"4) > 362.749 . ------------------------------DEFLECTIONS------------------------------- Total load deflection ) .126 inches L/ 856 (OR) Live load deflection ) .074 inches L/ 1455 (OR) Dead load deflection ) .052 inches Minimum catber'Iglu-laps) ) ..018 inches (1.5'DL deflection) ..Standard .20.0.0'R camber.. ).,, .061 inches.. --------------------------CHECK MIN. BRG. AREA-----=---------------------- Minimum area ) 3.794 in'2 Kinimum length ) :690 inches Assuming full width bearing 9SBH-6 1:23 PN ------------------------------------------------------------------------ t Rev 9-13-93 SIMPLE SPAN BEAN - UNIFORM LOAD 11/24198 ----------------------------------------------------------------------- Description » RB -2 ---------------------------------GENERAL-------------------------------- span (L) > 14.000 feet Repetetive ? ) N Reduce shear for bm depth ) Y Laterally supported (Y/N) ) Y lu ) .000 feet le ) .000 feet Slenderness factor Cs ) .000 Ck ) 33.438 ----=---------------------------ACTIONS--------------------------------- Uniform dead load ) .084 kips/ft 41 * TL Uniform live load ) .120 kips/ft 59 E TL Uniform total load ) .204 kips/ft Endreactions ........................... DL ) .588 kips LL ) .840 kips TL ) 1.428 kips Designloads ............................ Total load moment (M) ) 4.998 ft -kips Total load shear (V) ) 1.428 kips -----------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft FV FCA Fc= E DPL NO1 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.100 Apply to Ft Size factor Cf > 1.000 Apply to Fes Repetitive member factor Cr > 1.000 Load duration factor Cd ) 1.000 Adjustment for lateral support ) 1.000 Adjusted values • Species Grade Fb Ft Fv FCA Fez E DFL NO1 1000 743 95 625 1450 1700000 --------------------------------BEAN DATA ------------------------------- F Member width ) 5.500 inches Member depth ) 9.250 inches Required Actual Comment S (in"3) ) 59.976 78.432 (ok) A (in"2) ) 20.064 50.875 (ok) I (in"4) ) 362.749 ------------------------------ DEFLECTIONS ------------------------------- Total.load deflection > .386 inches L/ 588 (OR) Live load deflection > .168 inches L/ 999 (OK) Dead load deflection > .118 inches Minimum camber (glu-lams).) .177 inches (1.59L deflection) Standard 30001 camber ) .147 inches --------------------------CHECK MIN. BRG. AREA-------------------------- Minimum area ) 2.285 in"2 Minimum length' ) .415 inches Assuming full. width bearing File ' )LATDATA3 3:59 PN 11/20/98 DDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDD Rev 8-8-95 Wind pressures on structures DDDDDDDODDDDDDDDDDDDODDODDDDDODDDDDDDODDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD Description )) DODDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDJ�DDDDDDDDDDDDDDODDDDDDDDDDDDDODDDDODDDDDDDDDDDDDDDDDDDODDODDDDDDDDDDDDDDD Bxposure > C ,�// • Importance factor ) 1.00 ✓ Basic wind speed ) 80.00 mph qs ) 16.40 psf - Roof pitch ) 6.00 in 12 i ) 26.57 degrees ✓ ' ! PRIMARY FRAMES AHD SYSTEMS ! ! Direction Bt. (0'-15') (20') (25') (30') (40') Assembly description Ce 1.06 1.13 1.19 1.23 1.31 DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDD Cq HALLS Windward walls .80 .0139 .0148 .0156 .0161 .0172 Inward Leeward walls .50 .0087 .0093 .0098 .0101 .0107 Outward Total wall .0226 .0241 .0254 .0262 .0279 ROOF Wind perpendicular to ridge Leeward or flat roof .70 .0122 .0130 .0137 .0141 .0150 Outward Windward roof Slope 2:12 to less than 9:12 .90 .0156 .0167 .0176 '.0182 .0193 Outward or Slope 2:12 to less than 9:12 .30 .0052 .0052 .0059 .0061 .0064 Inward Roof total ,0174 .0182 .0195 .0202 .0215 Wind parallel to ridge and flat roofs .70 .0122 .0130 .0137 .0141 .0150 Outward ! = ELEMENTS AND COMPONENTS R ! WALL All structures 1.20 .0209 .0222 .0234 .0242 .0258 Inward Enclosed structures 1.20 .0209 .0222 .0234 .0242 .0258 Outward Open structures 1.60 .0278 .0297 .0312 .0323 .0344 Outward Parapets 1.30 .0226 .0241 .0254 .0262 .0279 Inward/outward ROOF Enclosed structures Slope less than 9:12 1.10 .0191 .0204 .0215 .0222 .0236 Outward Open structures Slope less than 9:12 1.60 .0278 .0297 .0312 .0323 .0344 Outward LOCAL AREAS AT D I S C 0 N T I H U I T I E S t Wall corners 2.00 .0348 .0371 .0390 .0403 Canopies or overhangs at eaves or rakes 2.80 .0487 .0519 .0546 .0565 .Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away froi ends of building :0430 Outward .0602 Upward 3.00 .0522 .0556 .0585 .0605 .0645 Upward 2.00 .0348 .0371 .0390 .0403 .0430 Upward to U SBYS 2 4:00 QN 11120198 ------------------------------------------------------------------------ Rev 2-2314 Seismic coefficients ------------------------------------------------------------------------ - Description )> ---------------------------------- Data ---------------------------------- Seisnic zone ) 3 Z. > .300 I > 1.000 hportance factor Rw > 8.000 Numerical coefficient S ) 1.500 Site coefficient C--(1.25'S)/P".66 ) 5.627 > 2.75 C ) 2.75 Numerical coefficient t/Rw ) .344 Structure height (8) - ) 20.000 feet Ct ) .02 Numerical coefficient T = Ct,(8)".75 > .189' seconds V=ZII!C/Rw=V ) .103 V tZ File - >S86ARN 3:48 PK 11/20/98 ' Rev. 7-20-95 Shearvall schedule =-------------------- ----------- ---------------------------------------- Description » --------------------------=--------------------------------------------- Kark Description 8F DF 1 3/8' cdx plywood With 8d nails .216 .264 at 6', 12' o.c.. 2 3/8' cdx plywood with 8d nails .315 .384 at 40,12' O.C. 1 3. 3/8' cdx plywood with 8d nails .403_ .492 at 34, 12' o.c. 4 1/2' cdx plywood with 10d nails .254 .310 ` at 6", 12' o.c. 5 1/2' cdx plywood with 10d nails .377' .460 4 at 40, 12' O.C. 6 1/2' cdx plywood with 10d nails .492 .600 • at 31,,12' o.c. 7 1/2' gyp bd with 5d nails wind .082 ..100 at 1' o.c. edge field seismic. .041 .050 • 8 5/8' gyp bd with 6d nails wind .094 .115 r at 7' o.c. edge & field ` seismic .047 .058 9 .7/8' cement plaster over expanded metal .148 .180 or woven vire-lath with no. 16 gage staples, (7/8" leg) at 6' o.c. 10 3/8' plyvood siding with 8d nails .131 .160 at 6', 12' o.c. 11 5/16' hardipanel siding with no. 11 ga. 1 1/2' .200 . Tong gala. roofing nails at 6", 12" o.c. 124> No. 5505 Engineer's Computation Pad I 124> No. 5505 Engineer's Computation Pad CIS Q i--;--- -r --- •--; - �- ---off •-•--� ----- _.----- i. � _ __ __._----- � - -----• - �------ - - - _ ��y Cr a No. 5505 Engineers Computation Pad 1 Ur _ ca Cr a No. 5505 Engineers Computation Pad No. 5505 Engineer's. Computation Pad 733 LJI— SIC `CF 77 Tq Oa _ — oIls, N--- --- r o ' 1 a E U N U-) ti o � L L .c z°w` _.a _!G= � �jLr�I� y�_I:�-L� �'n113z� �- �3!►��h,.�C�z)-C�b2eCt'�=_�,_j�k, . I I I • r�j , 14.:`.1 4 3t.5_ V i �i •! lDy,<<0A - A -S .! oT, ZO _------ L-! No. 5505 Engineer's Computation Pad 7 -5' W Cf 7 -j- t- — —' i- ; tj JV 1�17 L _L 1c; No. 5505 Engineers Computation Pad - - - - - - - - ---T.- .ty _ in IL - _ _tj A .Pamat Applicant Permit Number. d'� Assessor Pared Number. a4- Data 7U abovr refawmd bui&ft . plaw were xWewed by d* offle:e.. Provide ad edonal fi►rfarrnatlo�t w-d/ar make revisions to pleas4 4"dfia da it ebsd as follows• If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M and 4:00 P.M., Monday through Thursday. Jan. 19, 1999 Butte County Building Department Attn: Linda Sexton RE: Eric Dugger Lonnie Court Oroville A.P.41-650-012 Plan check number -98-2869 Status of plan check letter of corrections summary. 1. Attached is a truss calculation NT -6 for carrying the furnace in the attic. 2. I have rechecked several of the headers: 1. garage door header under t-13 2. garage door header under t-15 3. garage door header under t-16. 3. bedroom #3 header under t-1 4. family room header under t-3 See revised calculations and revised drawings for revisions. 3. See sheet 5 for added note on. roof framing plan for simpson h10 clips uplift locations. I If you have any questions, please feel free to contact this office. i cere , Gary Hawkins Bru o & Hawkins 20 Constitution Dr., Suite A Chico, CA 95973 Phone 916/895-1125 Fax 916/893-0532 ' ..�No. 5505 � Engineer's Computation Pad , Z T3�-1 7_. 'sem _ � _ J _ _— .____J �..__— __ _• �•—' _ — .1�---_T�_� --_ --'— 1 1 •! SSBN 6 11:13 AN ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAR BEAN - UNIFORM LOAD 1/19/99 ------------------------------------------------------------------------ Description » RB-3 )) ---------------=-----------------GENERAL-------------------------------- Span (L) ) 9.500 feet Repetetive ? > N ' Reduce shear for bm depth ) Y Laterally supported (YIN) ) Y lu ) .000 feet le > .000 feet Slenderness factor Cs > .000 Ck. > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load' ) .182 kips/ft 41 % TL Uniform live load > .260 kips/ft 59 8 TL Uniform total load ) .442 kips/ft Endreactions ........................... DL > .865 kips LL ) 1.235 kips TL ) 2.100 kips Designloads ............................ Total load moment IMI ) 4.986 ft-kips Total load shear M ) 2.100 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcA Fc= E DFL M02 875 -575 95 625 1300 1600000 Size factor Cf ) 1.100 Apply-to Fb Size factor Cf ) 1.000 Apply to Ft Size factor Cf ) 1.000 Apply to Fc S Repetitive member factor Cr ) 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FcA Fc= E DPL R02 963 575 95 625 1300 1600000 --------------------------------BEAN DATA ------------------------------- Member Width ) 3.500 inches Member depth ) 11.250 inches Required Actual Comment S (in"3) ) 62.167 73.828 (ok) A (in"2) ) 26.607 39.375 (ok) I (in"4) > 415.283 • ------------------------------DEFLECTIONS------------------------------- Total load deflection ) .122 inches L/ 935 (OR) Live load deflection ) .072 inches L/ 1590 (OR) Dead load deflection > ,050 inches Minimum camber Iglu-laasl ) .075 inches (1.5=DL deflection) Standard 20001 camber ) ,068 inches -------------------------- CHECK MIN. BRG. AREA -------------------------- Minimum area ) 3.359 in"2 Niniaua length ) .960 inches Assuming full Width bearing No. 5505 Engineer's Computation Pad Ar CIIN N N NY. , L No. 5505 Engineers Computation Pad L9 %k I'M 13 L No. 5505 Engineers Computation Pad L9 r^ t No. 5505 Engineers Computation Pad t---- ; - --�— - ' --�-----.-•--------� - •---- --- -%--- - - .—�. ,__ - • - � - � ' -• - - - �---•----- - - -- --+_—rte ^ - _ _:_ "vv e i 1 I No. 5505 1 Engineers Computation Pad —i--- 4 ! ---- ' � — - - - - - - - - ` - • � � — ` —,- — ice-- - i � 1 � � � LVJ No. 5505 "c^ EngineeesComputation Pad ti SSBM 6 1:48 PN ----------------------------------------------=--------------------==--= Rev 9-13-93 SIMPLE SPAN BEAN - UNIFORM LOAD 11/19/99 ------------------------------------------------------------------------ Description » HD -2 ------------ --------------------- GENERAL -------------------------------- Span (L) ) 6.500 feet Repetetive ? > N Reduce shear for bm depth ) Y Laterally supported (Y/N) ) Y lu ) .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .316 kips/ft 41 % TL Uniform live load > .452 kips/ft 59 % TL Uniform total load > ,768 kips/ft Endreactions ........................... DL ) 1.027 kips LL ) 1.469 kips TL ) 2.496 kips Designloads ............................ Total load moment IMI ) 4.056 ft -kips Total load shear (V) ) 2.496 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcd Fez E A DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf ) 1.000 Apply to Fb Size factor Cf ) 1.000 Apply to Ft Size factor Cf ) 1.000 .Apply to Fc S Repetitive member factor Cr ) 1.000 Load duration factor Cd > . 1.000 Adjustment,.forla.teiaL support > _ 1.000. Adjusted values Species Grade Fb Ft Fv FcA Fez E DFGL 24F -V4 2400 1150 165 650 1650 1800000 --------------------------------BEAM DATA------------------------------- . Member Width ) 5.125 inches Member depth ) 9.000 inches Required Actual Coament S (in"3) ) 20.280 69.188 (ok) A (in"2) ) 17.455, 46.125 (ok) I (in"4) ) 311.344 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .055 inches L/ 1417 (OK) Live load deflection > .032 inches L/ 2408 (OK) Dead load deflection > .023 inches Minimum camber (glu-lams) ) .034 inches (1.51DL deflection) Standard 2000'R camber ) >,.032 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area ) 3.840 in"2 Ninimue length ) .749 inches Assuming full Width bearing ,v ►-LVA 'S CERTIFIEATt-OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ---------------- Project Title... .. DUGGER RESIDENCE Date ........ 11/23/98 'Project Address ........ LOT 20 ******* =-------------------- Mountain Oak Estates *v4.51* Documentation Author... GARY HAWKINS ******* I But ding Pe mit # I Bruno & Hawkins 20 Constitution Drive, Ste 1 1 Plan Check /. Date = Chico, CA 95973 1 I (916) 895-1125 1 Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method.'..... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-DUGGER Wth-CTZ11S92 Program -FORM CF -1R I I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 I ---=--------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building.Type.............. Construction Type ......... Building Front -Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2367 sf Single Family Detached New Front Facing 87,deg (E) 1 ' 1 Raised Floor 12.5 % of floor area 0.59 Btu/hr-sf-F BUILDING SHELL INSULATION .Component Frame ------------------------- Cavity Sheathing Insul Assembly Type ------------ Type ------- R -value -------- R -value -------- R -value ------- U -value Location/Comments ------------------------------- Wall Door Roof Floor Wood R-17.8 R-0 n/a Wood Wood Orientation ------------------- Window, Front Window Front Window Front Window Right Window Front Window Left Window Left Door Left Window Back. Window Back Door Back Window Back Window__- Back R-0 R-38 R-19 Area • U- (sf) Value R-17.8 R-n/a R-0 R-0 R-38 R-0 R-19 FENESTRATION # of Interior Pan- Shading/ es Description (E) 20.0 0.600 2 (E) 25.0 0.600 2 (SE) 5.0 0.570 2 (NE) 5.0 0.570 2 (E) 20.0 0.600 2 (S) 24.0 0.600 . 2 (S) 4.0 0.600 2 (S) 20.0 0.550 2 (W) 16.0 0.600 2 (W) 20.0.0.600 2 (W) 40.0 0.550 2 (W) 30.0 0.600 2 0.065 front, to garage FRONTLEFT, FRONTRIGHT left, ATTIC, back Right, ATTIC\GARAGE 0.330 front, to garage 0.033 ATTIC, VAULT 0.037 CRAWL Over - Exterior hang/ Framing Shading •k;, Fins Type -------�=- ------------- Drapes.Std No A Yes Vinyl Drapes.Std -*��. Yes Vinyl Drapes.Std rr-�o �� es Vinyl Drapes.St v es Vinyl Drape n� Yes Vinyl DrapeOne Yes Vinyl Drap-g �.¢ None Yes Vinyl DrNone Yes Wood Drap. s .d None Yes Vinyl Drap% Std None Yes Vinyl Drapes.Std None YesWood Drapes.Std None Yes Vinyl Drapes-. S.td.._.....:..__�:.._N.one_.�__:::__..:.� Yes__Viny..l ........ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... DUGGER RESIDENCE Date........ 11/23/98 i MICROPAS4 v4.51 File-DUGGER Wth-CTZllS92. Program -FORM CF -1R { i User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 i ------------------------------------------------------------------------------- ' Area U_ Orientation (sf) Value Window Right (N) 11.0 0.570 Window Right (N) 16.0 0.600 Window Right (N) 16.0 0.600 FENESTRATION Exposed (sf) ------ (in) --------- ------------ # of Interior Yes Over- 2.5 Pan- Shading/ Exterior hang/ Framing .es Description Shading Fins Type 2 . Drapes.Std None Yes None 2 Drapes.Std None Yes Vinyl 2 Drapes.Std None Yes Vinyl THERMAL MASS Area Thickness Type ------------ -------------- Exposed (sf) ------ (in) --------- InteriorHorz Yes 21 2.5 InteriorVert Yes 50 4.0 InteriorHorz Yes 1043 0.8 InteriorHorz Yes 102 1.0 InteriorVert Yes 105 1.0 HVAC SYSTEMS Location/Comments HEARTH FIREPLACE VENEER FAMILY,KIT,DINING,NOOK,H SHOWER, BATH SHOWER Minimum Duct Duct Thermostat Equipment Type Efficiency --------------- ------------ Location ------------- R -value ------- Type ------------ Gas 0.780 AFUE Attic R-4.2 Setback AirCond 10.00 SEER Attic R-4.2 Setback 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 ------------------------ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title.......... RUGGER RESIDENCE Date........ 11/23/98 I MICROPAS4 v4.51 File-DUGGER Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 I ---------------------------------------------------=--------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and.performance specifications needed to comply with Title -24, Parts 1 and 6 'of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance•,is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... GARY HAWKINS Name.... GARY HAWKINS Company. BRUNO AND HAWKINS Company. Bruno & Hawkins Address. 20 CONSTITUTION DR. STE A Address. 20 Constitution Drive, Ste 1 CHICO, CA. 95973 Chico, CA 95973 Phone... 530-895-1125 Phone... (916) 895-1125 License. C-0 693 pp r�A- Signed..ILA- 1-Tqb Signed.. amu\ - (5 (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) " MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF-1R Project Title.......... DUGGER RESIDENCE Date........ 11/23/98 Project Address..... .. LOT 20 ******* --------------------- Mountain Oak Estates *v4.51* I I Documentation Author... GARY HAWKINS ******* I Building Permit # I Bruno & Hawkins I 1 20 Constitution Drive, Ste 1 I Plan Check / Date I Chico, CA 95973 I I (916) 895-1125 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-DUGGER Wth-CTZ11S92 Program -FORM MF -1R I I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 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 only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er / ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior.mass walls). . *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(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 c. Flue damper and control 2. No continuous burning gas pilots allowed. 1 NWA MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF-iR ----------------- Project Title .......... DUGGER RESIDENCE Date........ 11/23/98 I MICROPAS4 v4.51 File-DUGGER Wth-CTZ11S92 Program -FORM MF -1R i I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 I ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): 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 'l: Ducts constructed, installed and sealed�to comply with UMC sections 601 and 603; 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. 11.5: Gas-fired central furnace, pool heater, spa heater or household -cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot.( 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with -water closets; and recessed ceiling / fixtures IC (insulation cover) approved. �/ COMPUTER METHOD SUMMARY Page 1 C-2R Project Title.......... DUGGER RESIDENCE Date........ 11/23/98 Project Address......... LOT 20 ******* Mountain Oak Estates *v4.51* I I Documentation Author... GARY HAWRINS� ******* I Building Permit # 1 Bruno & Hawkins I 1 20 Constitution Drive, Ste'l I Plan Check / Date I Chico, CA 95973 I I (916) 895-1125 I Field Check/ Date -I ,Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-DUGGER Wth-CTZ11S92 Program -FORM C- 2R 1 I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 1 ------------------------------------------------------------------------------- ----------------------------------------------------------------- ' = MICROPAS4 ENERGY USE SUMMARY = --------------------------- _ = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 12.50 11.95 0.55 = = Space Cooling.......... 13.20 9.96 3.24 = = Water Heating.......... 10.76 10.76 0.00 = = Total 36.46 32.67 3.79 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2367 sf Building Type .............. Single Family Detached Construction.Type ......... New Building Front Orientation. Front Facing 87 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area........... Slab -On -Grade Area......... .Glazing Percentage.:....... Average Glazing U -value.... Average Ceiling Height..... Raised Floor 1 20194 cf 2367 sf 2367 sf 0 sf 12.5 % of floor area 0.59 Btu/.hr-sf-F 8.5 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... DUGGER RESIDENCE Date........ 11/23/98 I MICROPAS4 v4.51 File-DUGGER Wth-CTZ11S92 Program -FORM C -2R I I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 i ------------------------------------------------------------------------------- OPAQUE SURFACES BUILDING ZONE INFORMATION U- Insul Floor --------------------- # of Solar Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) ----------------------- (cf) Units,itioned --------- ----- Type ------------------- (ft) ------ (sf) --------- HOUSE 5.0 2 Vinyl 5 Residence 2367 20194 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES FENESTRATION SURFACES #, of Vent SC, Area Pan- Frame Open U- Act Glass Surface (sf) es Type Type value Azm Tlt Only ----------- ----- ------------- ------ ----- --- --- ---- HOUSE Area U- Insul Act 20.0 Solar Form 3 Location/ Surface -------------- .(sf) ------ value ----- R-val ----- Azm --- Tilt Gains ---- ----- Reference ------------ Comments ---------------- HOUSE 4 Window 5.0 2 Vinyl 5 Window -20.0 1 Wall 247 0.065 17.8 87 90 Yes W.19.2X6.16 front 2 Wall 166 0.065 17.8 87 .90 No W.19.2X6.16 to garage 3 Wall 14 0.065 17.8 132 90 Yes W.19.2X6.16 FRONTLEFT 4,Wall Wood 14 0.065 17.8 42 90 Yes W.19.2X6.16 FRONTRIGHT 5 Door 20 0.330 0 87 90 Yes None front ' 6 Door 18 0.330 0 87 90 No None, to garage 7 Wall 313 0.065 1.7.8 177. 90 Yes W.19,2X6.16 left 8 Wall 70 0.065 17.8 177 90 No W.19.2X6.16 ATTIC 9,Wall 414 0.065 17.8 267 90 Yes W.19.2X6.16 back 10 Wall .216 0.065 17.8 357 90 Yes W.19.2X6.16 Right 11 Wall 174 0.065 17.8 357 90 No W.19.2X6.16 ATTIC\GARAGE • 12 Roof 1738 0.033 38 n/a 0 Yes R.38.2X4.24 ATTIC 13 Roof 629 0.033 38 87 14 Yes R.38.2X4.24 VAULT 14 Floor 2367 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL FENESTRATION SURFACES #, of Vent SC, Area Pan- Frame Open U- Act Glass Surface (sf) es Type Type value Azm Tlt Only ----------- ----- ------------- ------ ----- --- --- ---- HOUSE 1 Window 20.0 2 Vinyl 2 Window 25.0. 2 Vinyl 3 Window 5.0 2 Vinyl 4 Window 5.0 2 Vinyl 5 Window -20.0 2 Vinyl 6 Window 24.0 2 Vinyl 7 Window 4.0 2 Vinyl 8 Door 20.0 2 Wood 9 Window 16.0 2 Vinyl 10 Window 20.0 2 Vinyl 11 Door - 40.0 2 Wood 12 Window 30.0 2 Vinyl 13 Window 24:0. 2 Vinyl 14 Window 11.0 2 None 15 Window 16.0 2 Vinyl 16 -Window 16.0 2 Vinyl Slider 0.600 87 Slider 0.600 87 Fixed 0.570 132 Fixed 0.570 42 Slider 0.600 87 Slider 0.600 177 Slider 0.600 177 Hinged 0.550.177 Slider 0.600 267 Slider -0.600 267 Hinged 0.550 267 Slider 0.600 267 Slider 0.600 267 Fixed 0.570 357 Slider 0.600.357 Slider 0.600 357 Sc Interior Int Shading/ Shade Description ---- --------------- 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.8.8 0.78 Drapes.Std 90 •0.88 0.78 Drapes .,Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 '0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.88 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std ,COMPUTER METHOD SUMMARY Page 3 C-2R Project Title.......... DUGGER RESIDENCE Date........ 11/23/98 'I MICROPAS4 v4.51 File-DUGGER Wth-CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 I ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- System Type ---------------- HOUSE Gas AirCond HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.780 AFUE Attic R-4.2 0.830 10.00 SEER Attic R-4.2 0.810 Area Left Rght Surface ----------- (sf) ----- Hght ----- Wdth ----- Dpth ---- Hght --------- Ext Ext ---- Ext ---- Dpth ---- Hght ---- Ext ---- Dpth ---- Hght ---- HOUSE 1 Window 20.0 5 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 25.0 5 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a. 3 Window 5.0 5 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 5.0 5 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 20.0 5 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 24.0 4 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 4.0 1 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 20.0 6.67 n/a 42.0 .67 n/a n/a n/a n/a. n/a n/a n/a n/a 9 Window 16.0 4 n/a 11.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 20.0 5 n/a 11.0 .67 n/a n/a n/a n/a n/a n/a n/a, n/a 11 Door 40.0 6.67 n/a 11.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 30.0 5 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 24.0 4 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 11.0 2.67 n/a 1.0 3.0 n/a n/a n/a, n/a n/a n/a n/a n/a 15 Window 16.0 2 n/a 1.0 .67 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 16.0 4 n/a 1.0 .67 n/a' n/a n/a n/a n/a n/a n/a n/a 4 THERMAL MASS ' Area Thick Heat ------------ Conduct- Surface Mass Type '--------------- ------ (sf)- (in) ----- Cap ----- ivity -------- R -value -------- Location/Comments ------------- ------------ HOUSE 1 InteriorHorz 21 2.5 21.0 0.59 R-0.0 HEARTH 2 InteriorVert 50 4.0 21.0 0.59 R-0.0 FIREPLACE VENEER ` 3 InteriorHorz 1043 0.8 14.0 0.09 R-0.0 FAMILY,KIT,DINING,NOOK,HL 4 InteriorHorz 102 1.0 24.0 0.67 R-0.0 SHOWER, BATH 5 InteriorVert 105 1.0 24.0 0.67 R-0.0 SHOWER System Type ---------------- HOUSE Gas AirCond HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.780 AFUE Attic R-4.2 0.830 10.00 SEER Attic R-4.2 0.810 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.........,. DUGGER RESIDENCE Date........ 11/23/98 I MICROPAS4 v4.51 File-DUGGER Wth-.CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Bruno &.Hawkins Run -PLAN 2367 I ------------------------------------------------------------------------------- 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 , ' ----------------------- l HVAC SIZING Page 1 HVAC Project Title.......... DUGGER RESIDENCE Date........ 11/23/98 Project Address........ LOT 20 ******* --------------------- Mountain Oak Estates *v4.51* I I Documentation Author... GARY HAWKINS ******* I Building Permit # I Bruno & Hawkins I I 20 Constitution Drive, Ste 1 I Plan Check / Date I Chico, CA 95973 i I (916) 895-1125 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-DUGGER Wth-CTZ11S92 Program -HVAC SIZING I I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2367 I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- FloorArea ................. Volume..................... Front Orientation.......... Sizing Location.... .... Latitude....... .. :.**...... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2367 sf 20194 cf Front Facing 87 deg (E) PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description --------------------------------- (Btuh) ----------- Opaque Conduction and Solar...... 11402 Glazing Conduction ............... 6959 Glazing Solar .................... n/a Infiltration ..................... 11486 Internal Gain .................... n/a Ducts ............................ 2985 Sensible Load.................... Latent Load ...................... Minimum Total Load 32832 n/a Cooling (Btuh) 5194 3653 11462 3466 2100 2587 28462 5692 32832 34154 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other -relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. LAND DEVELOPMENT OE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No.OWNEQ (D RS NAME NUMBER_ PRINT LAST RST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: V FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL C V REATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: ()A-" DATE OF RECORDING: 2-129 9 LOT 2, BOOK V2_*)�� PAGE 6P d `i COMPLIANCE WITH OLDSU IVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B: Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from \_ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. �_ 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel 56� [3S A 6_70 (Z-. Copp tTtON-S 11. Pay,T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. a 24. 25. 26. 'Al GNVI AI 31 8 30 UNnoo 866! S ` 33a LD 6/98 FORMS\BLDG PERMIT CLEARANCE (4 OVID oo' (O(b. THE 2007 OBC, CMC, QEC, AND 2005 CALIFORNIA, ENERGY STANDARDS AS AMENDED By THE iuklsbictioN APPLY TO THIS PROJECT. APPROVED PLANS AND PERMIT SHALL BE ON SITE --- \ FOR ALL INSPECTIONS 71x BUILDING PERMIT#C>e -106( ASSESSOR'S .,PARCEL# Def (94-v ofl- ;tintC A"I) Z 771 71Q i- APMOVED CAI) � g�O ¥ao 110- 9- 4 O Nav aaw»o �� � � �■ � � --'Environrhental 4eallt.ji E I ROQENTAL HEALTH e FE9 17 1999 ChIcO, California