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HomeMy WebLinkAbout025-200-101BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP061099 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/11/2006 APN: 025-200-101-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 2021 LARKIN RD GRI Date: Contractor: Map Index: Description: DETACHED GARAGE (896) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: JONES, ALAN & LEIGH ANN to its issuance, also requires the applicant for such permit to file a PO BOX 232 signed statement that he or she is licensed pursuant to the provisions of GRIDLEY, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95948-0232 she is exempt therefrom and the basis for the alleged exemption. Any 530-868-0753 530-868-1428 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 4� 1,, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: JONES, ALAN &LEIGH ANN Code: The Contractors' State License Law does not apply to an pp owner of property who builds or improves thereon, and who does PO BOX 232 such work himself or herself or through his or her own employees, GRIDLEY, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95948-0232 year of completion, the owner -builder will have the burden of 530-868-0753 530-868-1428 proving that he or she did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor:. . and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of th ess and ofessions Code v"Owner: Date: License #: WORKERS' COMPENSATION 5KCLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 896 S.F. Policy X, Valuation: $21,504.00 Census Code: fes/ I certify that in the performance of the work for which this permit is issued. 1 shall not employ any person in any manner so as to��^ become subject to the workers' compensation laws of California, �(l UI and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall) forthwith comply with those provisions. Date: I- OCD JS2 Applicant: WARNING: Failure to secur orkers' compensation coverage is .o9 unlawful, and shall subject'loyer to criminal penalties and one r1 1►.%,(� 6l hundred thousand dollars ($100,000), in addition to the cost of ''��tt__ compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. ` I I " CONSTRUCTION LENDING AGENCY--- — - - --- —This permit is.hereby-issued under the applicable. provisions of the Butte County C0dA ;WV0r- 1 hereby affirm that there is a construction lending agency for the Resol ti s to do work indica dab ve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) (] j n%_ Name: BY} Y Date: -` `—Q(D PERMIT EXPIRES ON: 1 I \ ]1 Date Address: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. • • . ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all coOnty and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici o or document of Butte County. I hereby authorize represent 've of Butte Count enter upon the above mentioned property for inspection purposos. �Gn Print Name: /gy1 GS Signature: y� 1 Date: caner ❑ Contractor 13 Agent for Owner 0 Agent for Contractor 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Narpe-, J f��5 Name ep i Name {' A 10, ;1 ",'dress SRA Yes Ci.y�� tate Stale:,- State Phone Phone5 ? Gl Fax_,�p_ E-mail h D t7i7�1 k o �,g a d. on " APPLICANT INFORMATION . CONTRACTOR Name ep wnC Address SRA Yes City Occ. tType State Zip Phone E -mail Fax E-mail Lot # . . Lic. # Class " APPLICANT INFORMATION . ARCHITECT/ENGINEER Name Cit Cj Address SRA Yes City Occ. tType State Zip Phone E -mail Fax E-mail Lot # . . State License Number " APPLICANT INFORMATION . Name - &�- Addres Cit Cj SLMe ek- SRA Yes o Occ. tType is P oO Fax p - Ale - E -mail APPLICANT SIGNATURE X For office use o I : AP# , oa5,zooy/D / Zoning Flood Zone I SRA Yes o Occ. tType Carrier Const. Subdivision Name LENDING AGENCY Map Book Page Lot # . . Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP' 1091 BIN # /j PROJECT LOCATION AP# , oa5,zooy/D / Property Address _� C)a I )_CkAEK_: Cit Cross Street R>a WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq FT- Living Garage n ov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b : Amount: ` Bldg SRA Receipt #: Sheriff q�50 11�� SMIP Date I1 ��p /Other l ` Total REV 8-12-05 o is SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in d1$Ii(ate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all -in duplicate ❑ 7. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 r _.., a YT ,ti. •�. •': • .:�.'�,..f.. f,s,,,f•;7.. = 4 �+ � fi ;.� • �'-rl-..i�► C•"�'"��,�'�vl .,�,tSti =. 3" .r�� 1.. t; .,:r ;• -. COUNTY OF BUTTE -DEPARTMENT OF DEt%ELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER DDS - Z-) ®()' Q Proposed Building Use: Permit Technician: Date: Items required in order to apply for permit. ll�boxes MUST be checked OR marked NA in order -t-, pply. 1. Site plans, 3 or 4 sets, %gled by th preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Zlt 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Cl 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ (' 29. 0. Fees as shown on the attached Schedule of Fees Due Sheet .............................. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. q / 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. �Q 23. Planning approval for (A) Use: 1 413) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................ 27. Encroachment Permit for driveway from the Public Works Dept ....... :................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... t+ ❑ .29. Worker's Compensation Carrier and Policy Number ...........* .......... a d 30. Owner -Builder Verification (_ Given to owner affed-to-owned ❑ 31. Letter of Signature authorization.. v ❑ 32. Recorded copy of Agricultura�i,Acknowle ent Statement ................................. \ 33. Existing violations and/or expired pergni s ......................................................... 34. Deed Restriction ... :..................1"ft ....�?...... .e.................................. ❑ 35. ❑ Legal desZT�l , ❑ M . Title, title search, registration or 0........ ..36. Other:/ ❑ 37. Other: When issued Telephone an hold for I have been inform d' of the above items and requuir ment for o taining a bw ding p it. Z/ 1 cam, l� o �J Applicant: Date: 1. Index permit pappf'ti�or the above items n bered: - Plan Check Let erg 2. Additional items repu Contractor, designowne ,was advised of the above data by phone, ❑mail, ❑counter, by Date: 90 Contractor, designe'�rmer, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by -Date: Contractor, designer, owr, dvised of the above at by ❑ phone, ❑ mail, ❑ cou ter, by Date - Plans Plans reviewed by: J, Date: I 0 Plans approved by: Date:' ate: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: ' Yellow: Building Division f, K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 E.H UcE ONLY Plot Plan Aftachetr Floor Plan Sent to BDrr/DDSvS TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal:' ----e. Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearAice 0 . for - NOTE: '.1 -" is Environmental He Building Clearance 9/2005 Specialist S- / I !0 Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner JONES, ALAI( APN No: 25-200-101 Permit Type: Subtype: App Date: 5/11/2006 Permit No: BP 061099 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 - $204.98 4 5 6 7 7a 8 9 NON-REFUNDABLE portion of fees due at application $219.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $219.96 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $332.09 $329.94, y r612�-� 9-1 1 -Dip - $2.15 Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: RECEIPT DATE Tech/Asst IIVI VAI: 11-tt, - KtblUtN I IAL" Applications After 04/15/06 u IPer Dwelling I SFD Per Dwelling MFD Per Dwelling RECEIPT DATE Tech/Asst MH County 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan SR -1, SR -3, SR-1/PD 8801.091 7395.041 �c R-1 8897.09 7491.04 foo R-2 8390.09 6984.04 R-3 7604.09 6198.04 8486.40 8582.40 8075.40 7289.40 Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# $200.00 DRAINAGE FEES* 10 10a 11 11a CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 RECEIPT DATE Tech/Asst 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: , Date: Pursuant to Governor nt cod Sec Ion 020, you a hereby notified those Items followed by an ""may have been imposed on your project. You have 90 days from the date of approval of he porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Fo•ms/Schedule of Receipt Fees Residential 041506 .010 1 'STV OWNER-BUIL4pt Vkri, b%FICATION S Attention Property Owner: An "owner -builder" building permit has been applied for i.n 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 'or labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2. I HAVE [ Y] 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: PHONE: CONTRACTOR'S LICENSE NO: 4.. I*plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: " ADDRESS: PHONE:' CONTRACTOR'S LICENSE NO: 5. 1 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 i SIGNED: PROPERTY OWNER: DATE: S 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. . Rev'd 11/4/2004 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR ( PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds - OWNER -BUILDER INFORMATION Dear Property Owner: 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o 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. o 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed 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-CSLB (2752) or by accessing their website at www.CSLB:ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, /4ut __ I Scott Rutherford Manager, Building Divi ion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. CHI/C RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN. RECORDED MAIL TO: Alan D. Jones and Leigh Ann Jones P..O. BO% 232 GRIDLEY,.CA. 95948 A.P.N.: 025-200-101 (III'�I II') IIII I'I I I'II I' III) II II� 2.004-0035599 Recorded I REC FEE 13.00 Official Records I TAX 324.50 ty f CoBU I yyTTE CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Shauna 09:00AM 15 -Jun -2004 I Page 1 of 3 Space Above This Line for Recorders Use Only File No.: 0401-221998 (TB) The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $324.50; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ x computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, X unincorporated area; ( ] City of unincorporated area, and CORPORATION GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Onstott Orchards, a California Corporation organized under the laws of the State of California hereby GRANTS to Alan D. Jones and Leigh Ann Jones, husband and wife AS JOINT TENANTS the following described property in the unincorporated area of , County of Butte, State of California: See attached legal description Dated: 06/10/2004 Onstott Orchards, a California Corporation By: Andrew Evans, Secretary Mail Tax Statements To: SAME AS ABOVE 1 Order No. BU -221998 TB r Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 12, ACCORDING TO THAT CERTAIN MAP ENTITLED, ,THE ORD RANCHO AND THE BOYLES RANCH", R.ECORDEIS IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,,/MARCH 22, 1928, IN MAP BOOK 8, AT PAGE 24A. a APN 025-200-101-000 (PORTION) PARCEL II: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE SOUTHWEST QUARTER OF SECTION 29 AND THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 18 NORTH, RANGE 3 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: i A STRIP OF LAND, 80.00 FEET IN, WIDTH, BEING 40.00 FEET ON EACH SIDE OF AND PARALLEL OR CONCENTRIC WITH THE CENTERLINE OF THE SACRAMENTO NORTHERN RAILWAY'S LINE OF RAILROAD,.. SAID CENTER LINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 12 OF THE ORD RANCHO AND THE BOYLES RANCH, AS RECORDED IN BUTTE COUNTY RECORDER'S OFFICE IN BOOK 8 OF MAPS, AT PAGE 24-A; THENCE FROM SAID POINT OF COMMENCEMENT SOUTH 50° 03' EAST ALONG THE SOUTHWESTERLY PRODUCTION OF THE SOUTHEASTERLY LINE OF SAID LOT 12, 52.14 FEET, TO A POINT ON THE CENTERLINE OF SAID SACRAMENTO NORTHERN RAILWAY, AND THE POINT OF BEGINNING OF THE PARCEL OF LAND TO BE DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NORTH 000 03' WEST, 512.90 FEET, MORE OR LESS, TO A POINT OF CURVE; THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2864.93 FEET ('IME CENTER OF SAID CURVE BEARS NORTH 89° 57' EAST), THROUGH A CENTRAL ANGLE OF 210 22' 18", AN ARC DISTANCE OF 1068.59 FEET, TO A POINT ON THE SOUTHERLY LINE OF ORD RANCH ROAD. THE EASTERLY LINE OF THE ABOVE DESCRIBED PARCEL OF LAND BEING THE WESTERLY LINE OF LOT 12 OF THE ORD RANCHO AND THE BOYLES RANCH, AS RECORDED IN BUTTE COUNTY RECORDER'S OFFICE IN BOOK 8 OF MAPS, AT PAGE 24-A. EXCEPTING THEREFROM ALL GEOTHERMAL RIGHTS AND ALL MINERALS, OIL, GAS AND OTHER HYDROCARBON SUBSTANCES BELOW A DEPTH OF 500 FEET OF SAID REAL PROPERTY, WITHOUT THE RIGHT OF SURFACE ENTRY, AS RESERVED IN THE GRANT DEED RECORDED FEBRUARY 14, 1974, IN BOOK 1890, PAGE 13, OFFICIAL RECORDS. APN 025-200-101-000 (REMAINDER) Fm { o�QPST" ENT O . guTT`r o o c \\ O O cours�y A�e4. C w0P,�S Department C o u n t s J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit ,and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number: 17, e1 h/ eo 6k By signing below, I, the project owner/owner's 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 build -outs 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 Control 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 a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: i Title: Date: —T l Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING May 15, 2006 I �e2_ oq-/ Alan Jones 2021 Larkin Rd. Gridley, CA.95948 Assessor Parcel Number: 025-200-101 Building Permit Number: 06-1099 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the ' enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. COMMENTS: Deed Restriction and Limited Use Facility must be recorded stating that the area above garage is 4t���A not living space. The deed restriction will be prepared by Butte County and must be signed, notarized and recorded by the property owner. Please providgcopy of the vesting grant deed for the property i so that we may prepare the deed restriction. T 2. Indicate the intended use of the area above garage and provide truss details with the appropriate bottom cord live load. The details provided show `B Live 0.00 _sf . -- 1 ;4 W5; 9dolc I _3!Show access to area above garage. '22_14K a © �—� L "0�6/ . If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 < p.m. and 4:00 p.m., Monday through Friday. i Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you 4 applied for your permit.) The counter staff will answer any questions concer-#%t pata Sheet. tv`b:;.sti r.¢ . Bill Barron Philo Hunt, P.E. Plans Examiner Plan Check Engineer" i /Y� - IF 6- /' b-Jc / -/ �. ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530)538-7157 Ext. 2016 Permit Number District APPLICATION I/ WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads . and highways, all in accordance with County ordinances and general laws. All information exce t signature must be typed or legibly rinted. 1. Applicant's Name: 117 f.J om to s la. Company Name: 2. Address: P�o � 6� � � 2V S` t � � @ ✓} g J^ � I 3. Phone: G Er - v ? S- 3 4. Assessor's Parcel Numbery r 5. Location of Work to be Done Q � 146" � t � res c� �� t •CX 6. Applicant's Signature 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name !/ aacAGoh �/LG 9. Address `J All 7 sr► ew /l, 10. Phone: aoa-"-?- 11. Fax.: a -,V y` -4 71, e 12. Contractor's License NuDrberZ'8Z % 13. Certificate of Insurance: Yes �NO: ❑ 14. Contractor's Signatur� �`r� , 14a. Date Sign �B�Os� 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. If Driveway List Type: 11 18. Other Work - Describe: 19. Plans Attached: ❑ Yes PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 20. Conditions Undergmund Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 21. KAll work shall conform to accompanying: Detail" Plans ElSpecial Conditions ❑ 22. Date Issued ^ 23. Expiration ate: �.� A/ - / 24. Surety: 25. Date Paid: Amount Paid: 6. 27. Paid By i 8. Receipt No.: Mike Crump, Director of Public Works By: For County 29. Final Inspection Date: 9.-vZ -0 30. Inspected By: (q k CO eted - ❑ Completed - Not OK ❑ Additional � omments Attached use on1y:. 31. Comments: Jote. If permits are faxed to any number besides (530) 5384356, they can be delayed up to one week. Page l of 2 Cl - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 2021 LARKIN RD Owner: Permit NO: B06-2661 APN: 025-200-101 JONES, ALAN D & LEIGH ANN Issued Date: 11/27/2006 By KCG Permit type: MISCELLANEOUS PO BOX 232 Subtype: Private Garage/Shop GRIDLEY, CA 95948 Expiration Date: 11/27/2007 Description: ADDITION TO GARAGE 320 SQ.FT (530) 846-5779 Occupancy: Zoning: A40 Contractor Applicant: Square Footage: NONE JONES, ALAN D & LEIGH AN Building Garage RemdUAddn PO BOX 232 320 GRIDLEY, CA 95948 Other Porch/Patio Total (530)846-5779 320 FEE INFORMATION EH Building Review Fee. $70.00 Garage - Wood Frame $329.94 Garage - Wood Frame Plan Check $219.96 SMIP - Residential $0.50 Total Charged: $620.40 Fees Paid: $620.40 Balance Due: $0.00 Receipt No: B874 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 NONE / / 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 X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 11/27/2006 penalty [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I 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.m ve for the purpose of sale.). AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ Section Section AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED r CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier. Policy Number: Exp. Date: (This section nee not be completed if the permit is or one dollars ($100) or less. ❑IAM EXEMPT under Section B. & P.C. for this reason: ERTIFY 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' 'ons X . '' �,,,11/27/2006 compensation provi of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signatur Date provisions. ////j X 11/27/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building `� Signature Date WARNING: FAILU 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 SUBJ AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUS D DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. a abov entioned property for inspection purposes. I hereby certify that I am the prop5e�er or am a orized to act on th r party own rs behalf. CONSTRUCTION LENDING AGENCY 11/27/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Pe i e [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) caner ❑ Contractor OR; DAgent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 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" OWNER INFORMATION Last Name •e irst Name r 4)9n Mailing Address C� �, �/ h /?S City 6(_(j 1P States i� Zip Sr� c� oU Phone Q6 6`(6— Fax s— 0,861YZb E-mail APPLICANT INFORMATION CONTRACTOR Name Address D Address City City Zip State Zip Phone E-mail Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address D Address City City Zip State Zip Phone E-mail Fax E-mail State License Number APPLICANT INFORMATION Name �An Address D Occ. City in Zip Phone � � +Fa Planner E-mail Name AP NT SIG TURE X / For office use only: Zoning Flood Zone Propo Address %_ (�[ SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. -� B7_ PROJECT LOCATION APv# �K Propo Address %_ (�[ C' Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living ra Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #;T ^ I, Sheriff �Li JG AUC' l�/ SMIP Other Date: %(�f�>✓., (rJ rte([ J. �� _Total Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 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. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B06-2661 Date: 11/15/2006 Location: 2021 LARKIN RD Parcel Number: 025-200-101 Owner Name: JONES, ALAN D & LEIGH ANN Phone: (530) 846-5779 Description: ADDITION TO GARAGE 320 SQ.FT. Signature of Property Owner_ /(/ 6a,-_ / Date: 11/15/2006 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not cavy out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations unders state law, contact the Department of Benerit 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 thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing 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 requir3ed 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 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLANJO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. C�OOR NO) 2. I O HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: ADDITION TO GARAGE 320 SQ.FT. Reference Number: B06-2661 Applicant Name: JONES, ALAN D & L ANN Signature of Property Owner: Date: ���D6 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2661 Date: 11/15/2006 Location: 2021 LARKIN RD By: TMP Parcel Number: 025-200-101 Owner Name: JONES, ALAN D & LEIGH ANN Description: ADDITION TO GARAGE 320 SQ.FT. Sub Type: Private Garage/Shop Phone: 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: FILE Date: 11/15/2006 025-200-101 06-10991) JONES, ALAN R. IN O T E S 2021' LARhIN RD, GRIDLEY t 0u-tf I Coiit: OWNER -_ -- GARAGE(DETACHED) RE-SIDENTIAL APN: Permit No. / i Owner. Site Address: Contractor. Type of Permit: a CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMfT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: 2�— SIGNATURE: ����<+4V\--$l`� No BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/11/2006 APN: 025-200-101-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 2021 LARKIN RD GRI Date: Contractor. Map Index: Description: DETACHED GARAGE (896) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior j Owner: JONES, ALAN & LEIGH ANN to its issuance, also requires the applicant for such permit to file a PO BOX 232 signed statement that he or she is licensed pursuant to the provisions of GRIDLEY, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95948-0232 she is exempt therefrom and the basis for the alleged exemption. Any 530-868-0753 530-868-1428 violation of Section 7031.5 by any applicant for a permit subjects the applicarltto a civil penalty of not more than five hundred dollars ($500).): 11,, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: JONES, ALAN &LEIGH ANN Code: The Contractors' State License Law does 'not apply to an PP owner of property who builds or improves thereon, and who does PO BOX 232 such work himself or herself or through his or her own employees, GRIDLEY, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one s. 95948-0232 year of completion, the owner -builder will have the burden of 530-868-0753 530-868-1428 proving that he or she did not build or improve for the purpose of sale.). O 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044• Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor:. and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O 1ajm�.Exempt Article 3 of th ess and ofessions Code tu�/under Owner: Date: Lam•� License #: WORKERS' COMPENSATION CLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 896 S.F. Polity # Valuation: $21,504.00 Census Code: 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 (� n become subject to the workers' compensation laws of California.'/ (U Q`Vf1/ and agree that if I should become subject to the workers' $2�tlt��"'L- 1 I compensation provisions of Section 3700 of the Labor Code, I shall _li .J forthwith comply with those provisions. *�}}-- Date: Applicant: L WARNING: Failure to secur orkers' compensation coverage is unlawful, and shall subject an ployer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor ^ ` ci` code, interest, and attorney's fees. I _ CONSTRUCTION LENDING AGENCY „r _ —Th is.pr.rmit is hereby issued under the applicable provisions of the Butte County_CodA anrl/nr 'ti I hereby affirm that there is a construction lending agency for the Thereby Resol s to do work indicated ab ve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) ' ((]] l B Date: O� Name: y' -1" I Address: ) PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health $ Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all coOnty and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici VO or document of Butte County. I hereby authorize represent 've of Butte Count_ yenter upon the above mentioned property for inspection purposes. Print Name: Signature: Date: caner 0 Contractor ❑ Agent for Owner ❑ Agent for Contractor = OK = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET DATE D E C K S'C V E R S'C A R P O R T GARAGE S -O Ct W_g tbacks-Easements _Zam2 1 Zoning -Setbacks -Easements Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIUC/O-Concrete LO Soils-Sz-Dpth-Spacing-CnnctrsSteei 3 Decks, Girders/Joists-Dcking-Brcing f " 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails bGL 5 Elec Loctn-Dirncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat 0 or LPQ 4 Wood Awn; Posts-Beams42ftrs-Cnnctrs-Shthg Frmg-Brcng Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers -Breakers -DIrncs 1 ' P 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 C oris; Wndws-Doors - E�le tri c ,�^ , �`f ,Sills-Anchrs-Studs-Rftrs-Trusses (`� `o 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -/0 to Grade ] 901' -sig; Nailing-VeneerStucco-lath o Q 14 Shthg-Roofing 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q r A4—Ext; Steps-Doors X"_I"� ,001 braced Wall pnls 14 Exits 15 Cert of Occupancy'2-�-7 16 HUD LabeUlnsignia Numbers Serial Numbers °' °� °�• DATE IPOOLS ' 1 Setbacks -Easements • 2 Soils; Compaction -Structure Stability i 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI lie �� °'� 4 1 7 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed f' 7 Elec Bonding; Metal w/5-Crcltng Eqp-Htr i i° 8 Elec Grndng; Eqp w15' Crcling Eqp-Pool Ightg Bokes-EnclsrsTrilboards-lnsultn to Main Conduit A 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test ! A 11 Lt Niche 12 Enclsr, Fencing Alarms F oq. 13 Bonding, Diving board or Slide 0�s' dr Q s .F r d Pool Drawing (O-lZ-ola Po2CY FwTrn(Q ti(oT INSPcCTEP 1Q_5_0 6 11M -EY '0 OK TO Co U& Z OK = Nnt RESIDENTIAL (Single & Duplex) I DATE JUNDERFLOOR 1 Zen ingSetbacks-Easements -FI ood-Slope 2 Ftg Main; Soils-Elec Grnd Ftg Opth 3 Fig Garage; Soils-Steel-Elec Grnd Ftg Opth. 4 Fig Porches/Decks; Soils -Steel Fig Opth ` 5 Stemwalls Main; Steel-Slockouts-Wrapped 6 Stemwalls Garage; Steel -BI ockouts-Wrapped 61 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1j Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation �C 0 41 0� DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Dnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Cimc. 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Ctiannel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdnn-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Saeed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 lnsultn-Walls-Ceilings 39 Infiltration-Walls-Wndws s s` o'er o` o'er o` DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 41 'Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GF] 47 Subfeed Wire Sz ga ❑ CU or [DAL AC Wire Sz ga ❑ CU or DAL 48 Range Circ ya ICU or MAL 'Oven Circ ya Q CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cimc-s pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector uAit IPLUMBING _ 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub-Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler-, Test 60 Yard Gas Piping DATE IMECHANICAL 61 AC Ducts Insulin & Support 62 Vent Fan, Exhaust abv Ifisultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic INAL 66 Ext Steps -Door & Side Lt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-DIrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure _79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3- drain 81 Plmb; Elec & Mech Eqp Listed for Lottn _ 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps -85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters QYes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appin c-Frplc-CImc to Opngs -90 Wtr Well, Dscnnct, Elec, Plmb _ 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House _93 Glass Prtctn _ 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec _96 Wtr & Sewer Cnnctd-DIO to grade -HD Apprvl _97 Energy Cmpinc Cert -Other Certs M Address Posted _ 99. Fire Sprinkler NOTES ' `ar RESIDENTIAL ' PERMIT NO, 025-200-101 0-5-0112_ + JONES, ALA I / I `D t✓ t' _ LAF�KIN RD, GRIDLEY 9 ,out: ALDRIDl0E, GARY Edi` ecrh b C"q/ NEW SINGLE FAv1ILY 40 / t P ♦4` f3 C�••i 1 - 1 t 0 - OFFICE COPY r� Address LCi2 1 R, ce/lr clle,�i GAS ' Meter By Da ELECTRIC Meter B Date6���— SPECIAL CONDITIONS CHECKED = ° BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS' VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 'f _5- r-..5' ,A - "�>2 'Z? JOB FINALED (Date Signature �- . Feb 17 06 09:13a 77�� T9�1`66! WNW— ewd 110 Mwnvd Ra*Wm P.1 ggLk^TM CERYWWAlM Dam ad or BMW"" T-V"-BPMkw- TMwW ftdft= &old Now La=oF§TWD *062dm* aft wadw mow oft hodeAl li*PIW*W 940" tot ID sudd" lTdN" (R Vdw) &VnINGORWALL 77_VU_O�) I =*' ThwW Rod"OW"m MWMd Piddows QtM&K* BI"NWM — . mmmd ft*imm Mwrnd ftddona 1- J=OK 0 = Not OK Not . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch " 3. Sewer; Location -Test -Fall -C/O -Concrete 4. -Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements '2' Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval. • 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 ' Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails " 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit, 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date ONDEAFLOOR (Plans) OK except #'s 1. In -Setbacks-Easements food -Slope t ., Main; Soils-Elec. Gr .-/ " Ftg. Depth 3. tg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. g. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. a tills, Main; Steel Blockouts Wrapped 6. emwalls, Garaqe; Steel-Blockouts-Wrapoed / 116e Hold Downs and Special Anchors 7. Ste, Steel -Wrapped L % ", / 9!D. ; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 F, G ipe; Size Anchors -Yard Gas Piping; Size Test 11. er Pipe; Test -Anchors -Regulator -Service Test 11/Electric Underground 13,Ptif ms & Ducts; Clearance -Material -Support -Ins. 1 iters -Sills -Anchor Bolts-Joists-Vents-Crippies 1 Aocess & Ventilation 16. Insulation Date /(/V -Card B-1 Date J r Card B -1C/"— Date &L—Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle (r .W.V.; Test kiftinV& AnchofNail Pkot��tn� 121 %- 05 20. Shower ; T , First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date _ Card B-1 4�� Date Card B-1 Date i Card B-1 - Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2Lar fixture & Transformer Clearance -Ins. Protection Elec, Receptacles Soacina-Liahts & Switches at Doors 8fi/Site Boxes & No. of Conductors Staoled /2Q/R,prnex Installed Close to Edge of Studs & C.J. . E uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI ybfeed Wire Size/ /ga. Cu or AI-A.C. Wire Siz or Al Range Circle/- - 4/aau r AI -Oven Circ. / /aa Cu or Al Insulated Neutral ❑ Yes ❑ No 82•-S a -Riser Conductors & Ground Main Disconnect 3 ui . Clearances Panels-Motors-Mech. Equip. I hes Closet Light -Shower Light -Spa Light Smoke Detector Date I Card B-1 Date Card B-1 Date 0 , q Card B-1 Cj Date Card B-1 Date MEC ANICAL (Permit) OK except #'s Date Card B-1 Date Card B-1 Ducts Insulation & Support Card B-1 , Dat Card B-1 Date tf'yent Fan, Exhaust above insulation 641 -Ext .. Steps -Door & Sidelight Protection -Landings Jg,condensate Drain & Overflow, Size & Grade moke Detector F nace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4b- Attic Access & Platform if Furnace in Attic Date '? l' V -Card B-1 Zj r r( Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ills Proper Materials & Anchors 4 . Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) F're Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) ngers-Post Caps -Anchors -Connectors tng. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. . Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. A is Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions - 52. Garage Fire Protection Framing -RC Channel Z 53. Prop rty Line Firewall & Openings ,xeDoors-One 3' -Check Garage 3rd Story, 2 Exits 65-M airs; Width- Head room -Rise -Run - Land i - ire cr PI wood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer g8-- Sjucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 66. Furn Vents -clearance -Comb, Air -Connector - In ara , Above Floor-Ducts-Mech. Protection edr m Exiting I. & Bath Fixtures & Tub Access -Spa . Elec. Trim & Subpanel, Bfeaker Sizes & Labels 7 air &Rails 7 . fireplace or Stove, Clearance -Hearth 72. Ele sat Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance 14- Elec. Outlets & Receptacle t Kit. Co nter 7 arage Fire Door; Sw' -Landi' I re 76. A.C. Duct in Garage -Damper tr Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i ara e; Above Floor-Mech. Protection ZV'Plb:; Elec. & Mech. Equip. Listed for Location 79,,"Elf,c. Receptacles in Garage (F.FI.)-Romex Protection 8 . nsylation-Foam-Looked in Attic 8 uard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes tT-ro'llowing Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84-'STu-cc� Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 80 --lent, Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings $YWater Well, Disconnect, Electrical, Plumbing 88. -Exterior Elec. Trim, G.F.I. Receptacle -Underground Throughout House .�ol ions from Previous Inspections 9 . Ga Test -Meters Tagged, Gas -Electric ter &Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates _f> 1.w -5 ddress Posted VP x`,96. Fire Sprinkler Date' X Card B-1 Date Card B-1 DatelrCard B-1 Date Card B-1 Date- Card B-1 Date Card B-1 Comments at Final: W_Glazing Area Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts W. Brace Interior/Exterior Wall Panels i 62. Insulation-Walls-Ceili s 63. Infiltration -Walls -W' dows _ Date Card B-1 Date Card B-1 Date Card B-1 , Dat Card B-1 Date FINAlans) OK except #'s 641 -Ext .. Steps -Door & Sidelight Protection -Landings moke Detector 66. Furn Vents -clearance -Comb, Air -Connector - In ara , Above Floor-Ducts-Mech. Protection edr m Exiting I. & Bath Fixtures & Tub Access -Spa . Elec. Trim & Subpanel, Bfeaker Sizes & Labels 7 air &Rails 7 . fireplace or Stove, Clearance -Hearth 72. Ele sat Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance 14- Elec. Outlets & Receptacle t Kit. Co nter 7 arage Fire Door; Sw' -Landi' I re 76. A.C. Duct in Garage -Damper tr Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i ara e; Above Floor-Mech. Protection ZV'Plb:; Elec. & Mech. Equip. Listed for Location 79,,"Elf,c. Receptacles in Garage (F.FI.)-Romex Protection 8 . nsylation-Foam-Looked in Attic 8 uard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes tT-ro'llowing Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84-'STu-cc� Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 80 --lent, Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings $YWater Well, Disconnect, Electrical, Plumbing 88. -Exterior Elec. Trim, G.F.I. Receptacle -Underground Throughout House .�ol ions from Previous Inspections 9 . Ga Test -Meters Tagged, Gas -Electric ter &Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates _f> 1.w -5 ddress Posted VP x`,96. Fire Sprinkler Date' X Card B-1 Date Card B-1 DatelrCard B-1 Date Card B-1 Date- Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. P050132 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/06/2005 APN: 025-200-101-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2021 LARKIN RD GRI :. Date: Contractor: Map Index: Description: NSF(3385)GAR(735)COV(795) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: JONES, ALAN & LEIGH ANN to its issuance, also requires the applicant for such permit to file a PO BOX 232 signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section GRIDLEY CA 7000) of Division 3 of the Business and Professions Code) or that he or 95948-0232 she is exempt therefrom and the basis for the alleged exemption. Any violation of ection 7031.5 by any applicant for a permit subjects the 530-868-0753 530-868-1428 applican a civil penalty of not more than five hundred dollars ($500).): 7�I, - as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: JONES, ALAN & LEIGH ANN pp owner of property who builds or improves thereon, and who does PO BOX 232 such work himself or herself or through his or her own employees, GRIDLEY, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95948-0232 year of completion, the owner -builder will have the burden of 530-868-0753 530-868-1428 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the iness Code ZndPfessions Date: ' Owner:2/ License #: WORKERS' COMPENSATION D ARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ 1 have and will maintain workers' compensation insurance, as Engineer: MORAN, EDWARD J required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 4915 S.F. Policy #: Valuation: $250,385.00 Census Code: 8--- 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: S Applicant: WARNING: Failure to secu a workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. cc) -- --CONSTRUCTION LENDING AGENCY--- This permit is hereby issued undePml applicableprovisionsof the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions do work indic to bo a for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: 5— PERMIT EXPIRES ON: Address: to ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ , Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.// Print Name: 19 ✓Lgs_!� Signature: Date: p'6.ner ❑ Contractor 0 Agent for Owner ❑ Agent for Contractor BUTTE COUNTY .0�,3; DEPARTMENT OF DEVELOPMENT SSER�V ,CES -3 ERMIT BUILDING PERMIT APPLICATION NO. / AND SUBMITTAL REQUIREMENTS 0 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 3 J BP OFFICE #: (530) 538-7541 `p3• A FEE WILL BE REQUIRED AT TIME OF APPLICATION I ✓ y,g , BSN # Website: www.buttecounty.netldds '3 "PLEASE PRINT CLEARLY" 3�- OWNER Last Name ;7 - 4 r?s irst Name Address city fir, �� st Zip sSY� Phone,�—)0 tYG Fax E-mail _ ARCHITECT/ENGINEER _ CONTRACTOR Name �e Address StatC "y City � � Q� � Stain• Zi Phone Map Book Fax E-mail Planner Lic. # Class _ ARCHITECT/ENGINEER _ Name --� t. /-,, t"', A Address 70 b Cv 4 �e City rip- d.7 StatC "y Phone � � �Jr 3 Phone � 7 cJ U Fax E-mail State License Number APPLICANT NAME Name Address �0z City � , /f �r S ra- ZiPesCjyg Phone � � �Jr 3 Fax G r y Zv E-mail A A T SIGNATURE X A& For office use only: Zoning _46 Flood Zone Cross Street n 0-0 2 � v� /� SRA Yes Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Subdivision Name Map Book Page Lot # Planner Date Approved: LOCATION AP# Ods _ ,a O - 0 1 Pro ertyddres / /� 11 (C Cit n �cX p Cross Street n 0-0 2 � v� /� Sheriff WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 5. 13 .. vow Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS II K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by.V Amount: S'03- 3 41dg SRA Receipt #: 4 I "/ 1 gV Sheriff SMTP Date- /-'/| as Other 50 S' Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7.' Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. - - ❑ 3. California Department of Forestry plan approval (if required). ❑• 4. NPDES Form. ❑ 5. EncroachmentPermitfor driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Applicant: Jones, Alan Permit No: 05-0137 Project Type: NSF/Gar/Cov APN: 025-200-101. 100% 70% Plan Check Fees $ 1,503.33 $ 1,052.33 $ 1,503.33 $ 1,052.33 WILLDAN Fee $ 1,052.33 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other - ' Butte County Department of Development Services X13 T tFo o YVONNE CHRISTOPHER, DIRECTOR o Oi o N o o 7 County Center Drive 0o�tp' ® o CA 95965 c�UNy MOroville, (530) 538.7601 Telephone (530) 538-7785 Facsimile O TO: - WILLDAN ' FROM: Scott Rutherford (530) 538-7160 M srutherford@buttecounty.net i SUBJECT: Plans Transmittal For Review Per Contract O DATE: 1/20/2005 Applicant: Jones, Alan Permit No: 05-0137 Project Type: NSF/Gar/Cov APN: 025-200-101. 100% 70% Plan Check Fees $ 1,503.33 $ 1,052.33 $ 1,503.33 $ 1,052.33 WILLDAN Fee $ 1,052.33 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other - ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �J (J � e, ! /(/r ASSESSOR PARCEL NUMBER o�� "' �V(J _/ (J Proposed Building Use: f `t VF Counter Technician: Date: ^ /6 -O's Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. �J Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! >5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form .................. ...................................... �l Gin v. fl ��l�h %� 3. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) go Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ................................... . �'City Sanitation and plot plan approval from the Environmental Health Department in 6IOV.1 / ��s-&--(�j of Chico Plumbing permit......................................................................... ❑ 18 California Department of Forestry lin approval ❑ paid. Sent by: .................✓ [Planning approval for (A) Use: L (B)Parking: (C) Parcel Check: ❑ 2 Contact Land Development about ❑ Improvements, ❑ Drainage ............................... QEncroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).& ❑ 22 Pre -Inspection for required ................ ;1!1' . Contractor's license information. (Number, Name Style, Classification) ...................... C+3 41. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... . I❑�6. Letter of Signature authorization.................................................................... rffA) 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... -90. ❑ Gran t�Dee.tlI ,❑ . Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 1. Other: �W01,►✓✓ _ When issued Telephone and hold for pickup. F I have been informed of j bove items and requirements for obtaining a building permit. i Applicant: Date: 1. Index permit application for the above items numbered:/T Plan Check Letter 2. Additional items requikZN &Z /­ 41!:J Contractor, designerowner was advised of the above data by ❑ phone, ❑ mail, counter, by Date: 0 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Struc ral approved b� Date: Note transfer by: Date: ' Y w: uilding Division E.H. USE ONLY Plot Plan AnecMd Floor Plan Attached Sent to G.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �LA�Ja2J A I N)a Owner Location AP# Plan Approved for: Sewage Disposa!�, Water Supply: P is Private Wel\ Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: ental Health Specialist 8/96 Date �05 _0/6�z COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE T() IF _�1. BUILDING PERMIT FEES _ CC G0 --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential....................................U ni[s Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ........................... # Units Amt. Commercial (Sq. ft.) ............. x Sq. ft. Amt. 5. RECREATION DISTRICT FEES 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) A.P. # —L— GZ►—��/ DATE RECEIPT # DATE REC. 9. CSA 87 TRAFFIC FEE / $2500.00 (paid at Building Divisjon) J 10. OTHERy rn����• �/ 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 �h gking procgss. APPLICANT DATE Pursuant to Government Code SectioV66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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. 6/00) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ��Ze05—�Irp�4-3 1 7 Recorded Official Records I REC FEE i COPIES 1e5 County Of 1 - ' BUTTE CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON j Assistant, 01:49PM 24 -Jan -2005 I Shawnya I Pape I of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ctf. cod �k 1.� b 4 - Date i 10- 1 I L) -_z'- PROPERTY OWNERS: State of California County of On J01 LtAt 61 �4 / A 00.,_ be me, 4 14 ua-q-1c.1- U, CLQ"tl K blf C personally appeared Lf 1 (� L�1161 '�� �{� personally known to me (or proved to ane on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. CSignature ' - Seal: LYNETTE GARTON Comm. # 135131 9 X d! NOTARY PUBLIC -CALIFORNIA A.P. # V J v T o Q .. County of Butte Comm. Expires April 17, 2006 Alan A Jones Leigh Ann Jones Deed of Trust Attachment June 1, 2004 Page 1 of 1 EDIT "A" The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 12, ACCORDING TO THAT CERTAIN MAP EN'T'ITLED, °THE ORD RANCHO AND THE BOYLES RANCH", RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BU'TTF, STATE OF CALIFORNIA, MARCH 22, 1928, IN MAP BOOK 8, AT PAGE 24A. APN 025-200-101-000 (PORTION) PARCEL II: ALL THAT CERTAIN REAL PROPERTY SITUATE IN 29 AN THE SOUTHWEST QUARTER OF SECTION CD THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 18 NORTH, RANGE 3 EAST, MOUNT DL4BL0 BASE AND ME DESCRIBED AS FOLLOWS: RIDIAN, IN Tl1E COUNTY OF BUTTE, STATE OF CALIFORNIA, A STRIP OF LAND, 80.00 FEET IN WIDTH, BEING 40.00 FEET ON EACH SIDE OF AND PARALLEL OR CONCENTRIC WITH THE CENTERLINE OF THE SACRA NORIIIERN RAILWAY'S LINE OF RAILROAD, SAID CENTER LINE BEING MORE E PTART IC jT Ap DESCRIBED AS FOLLOWS:Ly COMMENCING AT THE SOUTHWEST CORNER OF LOT 12 OF THE ORD RANCHO AND THE BOYLFS RANCH, AS RECORDED IN BUTTE COUNTY RECORDER'S OFFICE IN BOOK 8 OF MAP'S,- AT PAGE 24-A; THENCE FROM SAIDPOINT OF CONIJEN: sML-NT SOUTH 50° 03' EAST ALONG THE SOUTHWESTERLY PROI?UMON OF THE SOUTHEASTERLY LINE OF SAID LOT 12, 52.14 FEET, TO A POINT ON THE CENTERLINE OF SAID SACRAMENTO NORTHERN RAILWAY. AND :THE POINT OF BEGINNING OF THE PARCEL OF LAND TO BE DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NOR'T'H 00° 03' WEST, 512.90 FEET, MORE OR LESS, TO A POINT OF CURVE; TIIENCE ON TITS ARC OF A CURVE'I'O THE RIGHT HAVING A .RADIUS OF 2864.93 FEET (THE CENTER OF SAID CURVE BEARS NORTH 890 57' EAST), THROUGH A CENTRAL ANGLE OF 210 22' 18", AN ARC DISTANCE OF 1068.59 FEET, TO A POINT ON THE SOirrf-TFRI.Y LINE OF ORD RANCH ROAD. THE EASTERLY LINE OF THE ABOVE DESCRIBED PARCEL OF LAND BEING THE WESTERLY LINE OF LOT 12 OF 71 -IE ORD RANCHO AND THE BOYLES RANCH, AS RECORDED IN BUTTE COUNTY RECORDER'S OFFICE IN BOOK 8 OF MAPS, AT PAGE 24-A. EXCEPTING THEREFROM ALL GEOTHERMAL RIGHTS AND ALL MINERALS, OIL, GAS AND OTHER HYDROCARBON SUBSTANCES BELOW A DEPTH OF 500 FEET SAID REAL PROPERTY, WITHOUT THE RIGHT OF SURFACE ENTRY, RECORDED FEBRUARY 14, I974, IN BOOK 1890, PAGE 13SOF OFFICIAL RECORDS ANT DEED Al'N 025-200-101-000 (REMAINDER) 5 AUC WORD Department .0 o u n t J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's 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 build -outs 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 Control 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 a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Sign ed: Title: ,e,osll Date: %—% 9_0S--- Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte CountyDepariment ofDevelopment ServiCes YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile Building Permit Application Acknowledgment 1 hereby acknowledge that I am voluntarily applying for a building permit without pre -approval from the Butte County Environmental Health Department. I acknowledge that I have submitted a septic and/or well application to the Butte County Environmental Health Department. I have been: informed that the County of Butte has made no determination `of whether or not the property on which the proposed development is to be located is considered to be a developable lot. Finally, I have been informed that no building permit will be issued without the Environmental Health Department clearance, and understand that compliance with Environmental Health requirements is required prior to clearance. Permittee Name Address ��. Z30 �P A 3 z A, &t AP Number - A O d - / y / Permit Number I have read and understand theabo know dgment: Signature of Permittee . Date Acknowledgment form.doc (6/04) Acknowledgment Form Procedure THIS PROCESS IS FOR MOBILE HOMES AND SINGLE FAMILY DWELLINGS ONLY 1. The project must be proposed on a lot created by one of the following: a. A parcel map (TPM) after March 4, 1972. b. A subdivision map (TSM) after July 1, 1949. 2. The project must be fully engineered by a California -licensed architect or engineer (See Submittal Documents). 3. ALL applicable Submittal Documents must be completed and included in submission. 4. A separate, concurrent application for this project is made with the Department of Environmental Health (EH). Applicant is responsible for notifying Development Services in writing should EH subsequently deny clearance. EH WILL PROVIDE AN ENVIRONMENTAL HEALTH CLEARANCE WITH AN APPROVED SITE PLAN TO THE APPLICANT - of Dev. Services. 5.� -"Applicant is required to bring the approved EH site plan to Dept. _ • _ ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 ' Download Forms: www.buttecounty.net/publicworks/forms.htmi NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads . and highways, all in accordance with County ordinances and general laws. All information exce t signature must be typed or legibly rinted. 1. Applicant's Name:la. vr�l +e Company Name: 2. Address: PO. , -3 2 G r r CQ (e ✓} g - 7 C( a 3. Phone: Z_-3 O G 8' 0 ? J 3 4. Assessor's Parcel Number�y 5. Location of Work to be Donee /� O ��t�, i G�I.� 14 An 6. Applicant's Signature 7. Date: u _ S•� CONTRACTOR'S INFORMATION 8. Contractor's Name // f 9. Address F 10. Phone:�J��j 4 w0 -�33- 2 11. Fax: .-9 a -A' yG 4 %G b 12. Contractor's License Nuqiber-7 ax % 13. Certificate of Insurance: Yes C'�No: Ell4. Contractor's Signature , 14a. Date Sign �g OSS r 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: El Gutter: El Sidewalk: 11�l!l�T,lr 17. If Driveway List Type: 1 18.Other Work - Describe: 19. Plans Attached: ❑ Yes B -M15 - PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 20. Conditions la // Com- i� � 13,iL / e ,�✓All �qGL�� Xaw Under and Service Alert U.S.A must be notified two working days prior to any excavation. 800-227-2600 21. XAll work shall conform to accompanying: Detail XPlans ❑ Special Conditions ❑ 22. Date Issued 6j 23. Expiration ate: �� A/24. Surety: 25. Date Paid: Z O 26. Amount Paid: 27. Paid By, 8. Receipt No.: Mike Crump, Director of Public Works By: For County 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK ❑ Completed -Not OK ❑ Additional Comments Attached use only:. 31. Comments: , G%c: I pcudus ace Laxed to any number besides (53u).3384356, they can be aeiayea up to one week. Page I of 2 has complied with the requirements of Resolution No. representing ���� square feet. (State)" (Zip Code) f- Oq 0:"o i-( by payment of $--'* 2926 = / FULL MITIGATION = Q _ 14 /n School District Representative _ Date Paid by Check # �-� Remarks:6'� r Norlcs: You may proton the Imposition of the fess Identified above by submitting a wriltan protest to the District. In compliarws with " Government Code Section 66020(a), within 90 days from the date fess are paid. Failurs to submit a timely written protest wlll'prohiblt you from challenging the Imposltlon of the fees In any court actlon. N, subsequent to the School District Representative signing this Butt County Schools Impact Fee Certlllutlon Form, the School Distrkt Is dwtlMd by the applicable Local Planning Agency that this project b being reviewed under the California Environmental Quality Act (CF.GAh this project may be subject to additional school fess to fully nratigsts. its Impact on the school dlsfrtct's sd:hools.. White (applicant), Yellow (building department), Pink (school district) feeforrn.Ws (10/03)dmm If BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 6� �r School District Building Department No. A.P. Number oC�E— ;� C-0 Jurisdiction: D /city =fCounty Property Owner LL4AV7 H A Property Location/Address Subdivision Lot No. Residential Development Q .......................... ..............r Q ....................:...................................... Q Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ......................... •(Nofoundation Inspection) P t Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q ; ' Sq. Footage ° New Addition (Including Exterior Roofed Areas) , Y- Building Department Representative' - Date 1st 'ct Identification No. ,v S School District certifies that r\ n (° (Applicant) (Street'Aldress) " (Phone Number) has complied with the requirements of Resolution No. representing ���� square feet. (State)" (Zip Code) f- Oq 0:"o i-( by payment of $--'* 2926 = / FULL MITIGATION = Q _ 14 /n School District Representative _ Date Paid by Check # �-� Remarks:6'� r Norlcs: You may proton the Imposition of the fess Identified above by submitting a wriltan protest to the District. In compliarws with " Government Code Section 66020(a), within 90 days from the date fess are paid. Failurs to submit a timely written protest wlll'prohiblt you from challenging the Imposltlon of the fees In any court actlon. N, subsequent to the School District Representative signing this Butt County Schools Impact Fee Certlllutlon Form, the School Distrkt Is dwtlMd by the applicable Local Planning Agency that this project b being reviewed under the California Environmental Quality Act (CF.GAh this project may be subject to additional school fess to fully nratigsts. its Impact on the school dlsfrtct's sd:hools.. White (applicant), Yellow (building department), Pink (school district) feeforrn.Ws (10/03)dmm If WILLDAN , Serving Agencies April 5, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1345 Jurisdiction Job No: 05-0132 Assessor's Parcel No: 025-200-101 Description: Jones New Single Family Dwelling Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies sheets Al through S6 dated 01/14/05, by Munds Drafting and Design Servies. I ➢ Structural Calculations: Two (2) copies dated 01/07/05, by Edward J Moran P.E. ➢ Eneru Calculations: Two (2) copies dated 01/17/05, by Jack Munds. ➢ Truss Calculations: Two (2) copies dated 12/16/04, by Homewood Truss. o The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. i . � ,a A WILLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS" CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and the permit application. Type of Occupancy Type of Construction Sprinklers Stories 15` Floor S Ft 2 nd Floor S Ft Total Sq Ft R-3 Dwelling V -N No 1 2318 1067 3385 U-1 Garage V -N No 1 735 NA 735 R-3 Covered Porch V -N No 1 795 NA 795 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have' jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. .DEFERRED SUBMITTALS 1 Our plan review reveal's no deferred submittals noted, at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincer 4 saac Kuster Plans Examiner r Ricardo Guzman, S.E. Plan Check Engineer Cc: Alice Mefford, E-mail: amefford@buttecounty.net' Alan and Leighann Jones, P.O. Box 232, Gridley; CA 95948, Fax: (530) 868-1428 .Page 2 of County of Butte Penni.t Number 05-0132 Willdaii P.rqject Number 14353-1345 1 SITE PLAN REVIEW APPLICATION Date: D AP# o7J� — Permit Number (if applicable) APPLICANT INFORMATION Owners Name: Parcel Size: ;Z/ Y� c� Owners Address: T l u Telephone No.: �� ©;?s Situs Address:/fid ' Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ' � Septic Well ❑ Agricultural Exempt Building ❑ Other: -- - - - - Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval gob q Site Plan'Stamped Approved By [Z Date / 0 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: El Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements)II Expansive Soils (Test for expansive soils and if verified proper foundation design required) `�'l (3.ot. ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 0&00 OL Index Date:�p 991 F] Sacramento River Reclamation District (Approval must be obtained from the Cali ornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit r_1 Minor Variance El Administrative Permit ❑ Variance _____---------__-------_�—_�_�_�_ --------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning:, (A- —( o Co P - orL Applicable Building Setbacks: Zoning Code Front 0 Streets & Highways Fire Prevention Subdivision Map Side s Side Street Rear v� S Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ - Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: l `� Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County•Standards for Deed Cre Comments: ` iUaS — ,j't r-c� 10 V2X Ai1-- R /972— 7 Legal Access Provided: ❑ No ❑ Yes Legal Access Required. ❑N ❑Yes El No 9 Yes, Road Name: ❑ No ❑ Yes IN A Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger . ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements /� / IN Subdivision Map/Parcel Map: V/1C't7&s &p,,4 Map Date of Recording: 3/0L y/2 Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: I- YA- Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County. Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 01 0 0 n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:U.arrys\Building Permit Site Plan Reviewl.doc BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: DevelopmentServicesDepartment, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: n J-001 ce S Phone: S-3 0 -- &8 Z - ?ole/ Mailing Address: (I' 13Uy aZ32- si3-c_ c s E -Mail address Assessor's Parcel Number: '0 Z J - 2-00 - ) O t Reason you believe you qualify for the unusual circumstances exception: � _ /11 � �D?'�� cT- 7 - o V Owner or Authorized Agent's s}6p'iture Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout fors..specific requirements ......................................................................Q................................................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 SITE PLAN •------------ ---- -- .. ............ .. ...... ............... .. .. .. .. .. .. __ .. ... .. .. ... ._ -. ... ._ .-.......................I -..................._.. .. .. ... .. .. ... .. .. ... ............ _ _ _ _ _ Y.. xm^: rai3c�' _ .. .y�. 1Ss2if�S .. __ .. ... __ .. ... . ._ ... ... .._. 5+ • . • .. ...... ._ .. .... .... f h� .. r.a' t�11ER.. li �qsl- � .. .. .. :...:: ... .. .. _ ............ ............. �. -' < r s o .-.tet....._ • 4: .-...._........__.:......�............ :..... - - - ..................._............:....._........ ............ .. ............ .. ... .. .. ... ... ... .. .. .. .. ... .. .. `V C : �L irilS{ !: _I ['!'nrJ4S.il•:i !� ' - ... .. .. ... .. ... ................ .. .. :(' j�•�_ may.' .. ........... .. .. ... ........... .. .. ... .. .. 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Assessors Parcel Number 51 Owner Name 14 I; Ir Address 1 Phone No. 1p_ co Site Location Y'Vea Contact: Name le� i^: : FU 055 M 9 ® Scale: 1 o= A11 �` � ✓'� aha- e s �°' `� $.p � � .� I Phone CIA - w•.4 S II _ FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Ams �— 4.®(' PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: - _ -.... _ ... _....._ - _ _ ... _ .. .. .. ...._.... ... ........ .. ti"' •Fr'i!?.,Ea [JivClff�� .. ... _. .. ... -•r.0.:. r ............. ... .... .... ..... ...................:......:......:......:......:... ................. ._ .. ... .. .. ............................... .. .. .. .. ... .. . .. W : � _ • ia2P.: ..... .... .... ....:.. Cir IL 11 ` :.�. _ ............... � .. .. ..}. ... _....................... __ s .. ... 17.: �i .. ... ••: .. ... .. .. ... .. .. ... GJ]y jP• 7 ... 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RPY ...........:......:.....:.. :....;. .. ... .............. .. ................ :.. .. ._. Assessors Parcel Number: Owner Name K, Address / Phone N®. Site Location Contact: Name I)L-rz'� �' 0 0 0 Scale: 1 °' = a Phone FOR OFFICE USE ONLY Zoning: General Plan ®esig: Size, As 4.®(r PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: llII II !!I j 1 7 AND WHEN RECORDED MAIL TO: Recorded I REC FEE 10.00 BUTTE COUNTY BUILDING DIVISION Official Records i COPIES 2.50 7 COUNTY CENTER DRIVE County Of OROVILLE, CA 95965 BUTTE CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON I Assistant I Shawnya 01:49PM 24 -Jan -2005 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date i I vim' PROPERTY OWNERS: State of California ) County of On .jGUl(,l_Q,f 1) o�-i tal�dS before, me, ,a personally appeared_L�t ` Ah an h j6 ne S ' personally known to me (or proved to me on he basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: LYNETTE GAR TON Comm. # 1351379 NOTARY PUBLIC -CALIFORNIA H O a i County of Butte W A.P. # J Comm. Expires April 17, 2006 Alan D. Jones Leigh Ann Jones Deed of Trust Attachment June 1, 2004 Page 1 of 1 E3=IT "A" The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL 1: LOT 12, ACCORDING TO THAT CERTAIN MAP ENTITLED, "THE ORD RANCHO AND THE BOYLES RANCH", RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, MARCH 22, 1928, IN MAP BOOK 8, AT PAGE 24A. APN 025-200-101-000 (PORTION) PARCEL II: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE SOUTHWEST QUARTER OF SECTION 29 AND THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 18 NORTH, RANGE 3 EAST, MOUNT DIAI3LO BASE AND MERIDIAN, IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A STRIP OF LAND, 80.00 FEET IN WIDTH, BEING 40.00 FEET ON EACH SIDE OF AND PARALLEL OR CONCENTRIC WITH THE CENTERLTNE OF THE SACRAMF,NI'O NORTTIERN RAILWAY'S LINE OF RAILROAD, SAID CENTER LINE BEING MORE PARTICLI.T.ARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 12 OF THE ORD RANCHO AND TETE BOYI..F-9 RANCH, AS RECORDED IN BUTTE COUNTY RECORDER'S OFFICE IN BOOK 8 OF MA -PS'," AT PAGE 24-A; THENCE FROM SAID POINT OF COMMENCEMENT SOUTH 50° 03' EAST ALONG THE SOUTHWESTERLY PROI>UCTTON OF THE SOUTHEASTERLY LINE OF SAID LOT 12, 52.14 FEET, TO A POINT ON THE CENTERLINE OF SAID SACRAMENTO NORTHERN RAILWAY, AND THE POINT OF BEGINNING OF THE PARCEL OF LAND TO BE DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NORTH 000 03' WEST, 512.90 FEET, MORE OR LESS, TO A POINT OF CURVE; TIIL-NCE ON TI -IL ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2864.93 FEET (THE CENTER OF SAID CURVE BEARS NORTH 890 57' EAST), THROUGH A CENTRAL ANGLE OF 210 22' 18", AN ARC DISTANCE OF 1068.59 FEET, TO A POINT ON THE SOiTTTTF.RT.Y LM OF ORD RANCH ROAD. THE EASTERLY LINE OF THE ABOVE DESCRIBED PARCEL OF LAND BEING THE WESTERLY LINE OF LOT 12 OF THE ORD RANCHO AND THE BOYLES RANCH, AS RECORDED IN BUTTE COUNTY RECORDER'S OFFICE IN BOOK 8 OF MAPS, AT PAGE 24-A. EXCEPTING THEREFROM ALL GEOTHERMAL RIGHTS AND ALL MINERALS, OIL, GAS AND OTHER HYDROCARBON SUBSTANCES BELOW A DEPTH OF 500 FEET OF SAID REAL PROPERTY, WITHOUT THE RIGHT OF SURFACE ENTRY, AS RESERVED IN THE GRANT DEED RECORDED FEBRUARY 14, 1974, IN BOOK 1890, PAGE l3, OFFICIAL RECORDS. APN 025-200-101-000 (REMAMER) ;essment which involves (1) the filing of a valid , and (3) a decision. An Application for Changed 'iled with, the Clerk of the Board. You may contact not adopted the provisions of section 1605(c)] lays after the date of this notice (printed above) or ent by U.S. mail, properly addressed with postage ie; OR (2) the appeals board is satisfied that the deadline falls on a Saturday, Sunday, or a legal :ed on the next business day shall be considered ronths following the month in which this notice is re is an error in assessment resulting from the ie property AND a written stipulation is filed with Job Truss Truss Typer i L, i qy Ply LEIKER 3430 ', 1 LEIK3430 AD ONO 7) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 ; R1138348 1 nnnfalinw I iimhar f:n I,, f`hi- r. ocoIn_7n3-A _ _ _ ___ Job Reference o ti onal _ _ _ _ _ _._ J.4UU s Jan 1 O LVu4 MI 1 eK Inoustnes, mc. I nu Feo 19 10:23:54 2004 Page 2 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-52, 2-3=-22, 3-5=-23, 5-7=-23, 2-8=_-14 Horz: 2-3=84, 3-5=87, 5-7=87 - . - 2-10=-50 -Drag: 7) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) f Vert: 1-2=-52, 2-3=-82, 3-5=-81, 5-7=-81, 2-8=-14 Horz: 2-3=-84, 3-5=-87, 5-7=-87 1 4" r 8) UBC -Drag LC#1eft umber Increase=l 33' Plate Increase= 1.33 ^ , ' Increase=11.33 r , Uniform Loads (plf) Vert: 1-2=-20, 2-3=10, 3-5=9, 5-7=9, 2-8=-34 Horz: 2-3=84, 3-5=87, 5-7=87 Drag: 2-10=-50 9) UBC -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 r i Uniform Loads (plf) Vert: 1-2=-20, 2-3=-50, 3-5=-49, 5-7=-49, 2-8=-34 Hoa: 2-3=-84, 3-5=-87, 5-7=-87 Drag: 2-10=50 10) MWFRS Wind Left -Drag LC#1 Left: L'umberincrease=1.33, Plate Increase=1.33 1 Uniform Loads (plf) 1 .. f ` ' 1 i Vert: 1-2=1, 2-3=19, 3-5=18, 5-7=18, 2-8=2 Horz: 1-2=-21, 2-3=76, 3-5=78, 5-7=78, 5-8=14 ) t Y Drag: 2-10=-50 r t 11) MWFRS Wind Left -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 ,► �� t Uniform Loads (plf) Vert: 1-2=1, 2-3=42, 3-5=-41, 5-7=41, 2-8=2 Horz: 1-2=-21, 2-3=-92, 3-5=-95, 5-7=-95, 5-8=14 Drag: 2-10=50 12) MWFRS Wind Right -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) _; I Vert: 1-2=11, 2-3=28, 3-5=27;+5-7= 27, 2-8=2 '• ,' '• 1, Horz: 1-2=-31, 2-3=66, 3-5=695-7=69, 5-8=-13 Drag: 2-10=-50 13) MWFRS Wind Right -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 r y Uniform Loads (plf) Vert: 1-2=11, 2-3=-33, 3-5=-32, 5-7=-32, 2-8=2 Horz: 1-2=-31, 2-3=-102, 3-5=-104, 5-7=-104, 5-8=-13 Drag: 2-10=50 © Warning -Verify design paremetera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE [� Dbsign valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be OD Installed and loaded vertically. Applicability of design paramenters and proper Incorporation of component Is responsibility o' bul ding designer - not truss designer. Bracing drown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, OSB -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation ovallable from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 } �oNES (I�ISIoNs) 0 C-;) -01I ; v2C— mss CAYOQT z s Nr rcM �b RA c per- . t---oK ISS Ioi31105 PLAN REVISION Owner's Name: BP#: AP#: 02�� Received By: (2 _Ia- -, � � � Date: /,/u �A' Time Contact Person & Phone Number: / L�� G B 2_70/ PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit'Application Data Sheet Item ❑ *Engineering *Plan Revision SS L=am 5� ❑ *Requested by Building Inspector's Correction Notice -Inspector's Name: ❑ Requested by Plan's Examiner - Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review, along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: Call A-ZAW �� 2-70 _ and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: Minimum $54.99 Receipt #: C Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 I V ,IV. O LOOMIS OFFICE O MARYSVILLE PLANT AN b MZ 3243 Rippey Road 5033 Feather River Blvd. Loomis, CA 95650 Marysville, CA 95901 TRUSS Phone: (916) 652-4655 Phone: (530) 743-8855 Fax: (916) 652-3860 Fax: (530) 743-8856 Truss Design'Subm Designed By: Date: Technical Representative: Gary Deol December 16, 2004 Bryan Wagner * All enclosed drawings are in alpha -numerical order Client Project Alan & Leigh Ann Jones New Residence Sutter County, CA Office Phone: Site Phone: Office Fax: Site Contact: Plan/Elevation: Floor System: O O Original SubmittalW�0 61C Roof SysteTSEALJ m: O O Complete Revision ' O Partial Revision: Replaces individual drawings Work Order # 0051204 0 Addition: Add to Original Submittal Optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING S=3-4 S=3-4 Connectorplates shown are forexample only. See actual truss design for required plate sizes and orientation. Structural gable trusses will generally have diagonal and vertical members other that those shown above. END (FACE) VIEW Max. 12" eave unless noted on drawing. Gable End Truss al as the ignineering landard rt. Typical 2x_ slrongback (whaler) brace along back face of gable, braced with !-6 + or - 45 degree diagonal 2x_ (typ.) braced to roof sheathino as shown. DING# C002065035 Solid block between trusses for nailing of diagonal brace, attached to sheathing and truss each end, typ. Truss spacings per designs. WALU BEARING SUPPORT ' + Indicates stud members that require bracing! SIDE VIEW REGULAR GABLE END TRUSS REQUIREMENTS 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3" ). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. 'r :SSI�� � •e'' �.• 1 ES' F2 \* V&. &. 1L31/Ot /*/ CNIL DATE: 3/20/2002 REF: GBA DES: L.M. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION ` SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ��+ AS'��'EIM APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. 'r :SSI�� � •e'' �.• 1 ES' F2 \* V&. &. 1L31/Ot /*/ CNIL DATE: 3/20/2002 REF: GBA DES: L.M. GABLE END DETAILS LUMBER SPECIFICATIONS: SHEATHING ON ONE FACE REQ. 2X4 #2 DF -L CHORDS SHEAR DESIGN BY OTHERS 2X4 STD. DF -L STUDS 16-14-10 OR 20-10-10 PSF. LOADING CUTOUT FOR 1.x CUTOUT FOR 2Xe 70 MPH WIND LOADING OFF STUD' I 01-4 STUD" FOR CABLE ASSEMBLY GREATER THAN 5-10" IN HEIGHT S` SEE CE -2. ADD-ON SAME SIZE -AND I� ) A VARIES 3— 5 GRAPE AS TOP CHORD Y1111 -i 16d NAILS AT 12- D.C. i ADD ON SPLICE TO OCCUR r AT PANEL POINTS WITH �- CLUSTERS 2-16d NAILS OUTLOOKER DETAILS HORIZ. VENT IdEIJBERS NOT REOUIRED 1.5-3 ONE SIDE AND (2) 14 GA 2" STAPLES ON OTHER SIDE OR (5) 2" 16 Co. STAPLES A UP TO 24" O.C. nrr l�rTAil 1 ,� ©EVEIJr,ADLE END FRAME 2X4 DIACONAL BRACE' AT CENTERLINE OR AT 16'-0" U.C. MINIMUM BRACING DETAILS — SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REOUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON THIS PAGE ARE SUGGESTIONS 0111.`r AND ARE NOT TO BE UTILIZED WITH OUT THE BUILDING DESIGNERS APPROVAL. 12 VARIES 3-5 MIN. OWUSE-,-; PLATE AS oryr�.ie< �C t �- I f� OPTIONAL CANTILEVER s UP TO 48" WITH STUD C WALL UP TO 24" NO CHANGE GABLE END FRAME 16d AT 24" 0 SEE TPI HIB -91 FOR OTHER BRAY, RECOMMENDATIONS S TION A 16d NAILS NAL BRACE AT RLINE OR AT c.C. G EI PEAK PLATE: 3-4 (2x4) 5-5 (2x6( 6-6 (2x81 MAXIMUM 1'-0' EAVE WITH 6'-0' MAXIMUM BLOCKS @ 32"o.c. OR 2'-0' EAVE, BRACE SPACING MAXIMUM, WITH 4x2 02 OR BTR. ( OUTLOOKERS CUT INTO GABLE (' I 32'o.c. 2x4 N2 MINIMUM CONTINUOUS it STRONGBACK BRACED TO ROOF II STRUCTURE AT 6'-0' MAXIMUM. 1.5-3, BC SPLICE; 3-4 12x4► 6-6(2x6) 6-6 12x8) A MAXIMUM 40 PSF LIVE LOAD. 60 MPH WIND EXPOSURE C, LESS THAN 20'-0' WALL HEIGHT. �O�So LING DETAILS �.F No. 10,800 rn Exp. I STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN. 70 MPH AT EVERY 6'-0' MAXIMUM 4'-1.5'CLEARSPAN, 60 MPH MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. HEEL PLATE: 3-4 (2x4) 5.6 12x6) �Tct 6.612X8) CONTINUOUS BEARING WALL BRACE TALL BRACING PER BUILD] ESIGNER. 2x4 CONTINUOUS BACKING WITH 16d NAILS AT 2.4' o. c. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REOUIREMENTS SHOWN) 2x4 SOLID BLOCK WITH 3.18d NAILS Bd AT. 6" o.c. GABLE STUD SHEATHING TO GABLE FA. END AND 8d NAILS FROM SHF,ATIIINO / TRUSS, Bd AT 6' a.c. TO BLOCK AT 6'o.c. 5._= r 1.16d 16d AT 24" o.c J 2-16d _ _ 116d 1 Y. NOTCH It 32' o.a. /AT SOLID BLOCK WITH 2.16d TOE - 2x4 BRACE 2.16d NAILED EA. END '2.16d ' WITH 4-16d NAILS O %11WANO ])AIC C �F � - WARNING Read all notes on this shoot and glue a copy of It to the Erecting Contractor. UBC CONTINUOUS 2/11/99 ""> ,w..a„ a 1.• , in .nd,.a.,at I In it cen,ponunt. h twit h,mn nasud on .pocdlcni—s p,nvNud by the eomponnnt manufacturer and done in CurrenI -"tin. W IPI and AFPA dcs,on standards. No rnspon.1b11ey is assurnad In d,mon.lonal accuracy. Urmansaans aro In hi! vn,d.... t,y Ile ,; nlnpilnn it toemll-Chno, nntt'nr t hi, no 0a 11 ur pnnr le 1,111WAllon Tho hud,llno dosignar Snarl .1:Certain IhAt the 1r 101 utavn;l un Ute A".,gn nmut w e,caod Uul kudm(1 enpusud by the katal building code. a is es:umud that the lop Chow Is talo,ally braced by the uud Or nuun shoallnno and Um halon, Client ,s Ialarally UUCBd by A hgld Shertlung malmlal dancl:y attached. unless othurynse nota] etadng e TRILTS eh w1 n, 4, I�I1-1 .ul,pnit Ill 1—pummln lnonhhe,s Iu1Iy to loiNur hue>w,g length. This enmpun int shall not bu plaeml m any on>„nnmom teal ®®®®®®Ia wnl c"' '"."I the ma uta content of one wood p.ceod 1� and'or came donsuclor pinto corrosion. Fabricate. handle, install Nb braCA this INNS m udante 110 0 ot,ioda,da. 'I MANky I , O ALITY CONTROL SO FOR META- PLATE CONNECTEDIIAISWAL YSItFAS COaRAIK)N W000IRISSES' IOST-88l. 'HANU-INO INSTALtiNO AND BFUWNO METAL PLATT CONNECTED WOOD TRVSSES' • (NIU -it) and'MIO-91GA LE DETAILS St PALIAIIV 511LC f' by TPI The Leu Plate Insiduta 1TPg 1s kwwotl At 5BJ OOnotrld Deva. Mudl.on. Wlscon.l0 53719. The American Frvcv ilia.? CO Pape, A..oc.hon IAFPA) r. located a1 1750 Cowr60-c t Ave, NW, Ste 2W, Washington, OC 20036. END JACK STANDARD DETAILS (CALIFORNIA STYLET TRUSS PLATES AND LUMBER AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGNS. (3-4 ALT.) 2-6 CONNECTION DETAIL "A" (TOP CHORD TO HIP GIRDER) JACK TOP CHORD RUNS OVER GIRDER TOP CHORD. (Z) iva Or Iba NAILJ, THROUGH JACK T.C. INTO GIRDER TOP CHORD, TOE - NAILED, OR ADEQUATE MECHANICAL HANGER PER MANUF. CATALOG. OPTIONAL EXTENSION 3-4 %_-!f A HIP GIRDER CHORDS B CONNECTION DETAIL "B" (BOT CHORD TO HIP GIRDER) (2) 10d or 16d NAILS, THROUGH JACK B.C. INTO GIRDER BOT CHORD, TOE - NAILED, OR ADEQUATE MECHANICAL HANGER 'PER MANUF. CATALOG. NOTE: IF 2'-0" SIDE JACK BOTTOM CHORDS ARE USED (INSTEAD OF WEDGES AT THE WALL), THEY MAY BE ATTACHED TO THE BOTTOM CHORD OF THE FIRST END JACK AS PER DETAIL "B". LUMBER REQUIREMENTS: JACK TOP CHORD: 2X4; #2 OR BETTER DF -L, #1/#2 OR BETTER CAN S -P -F, #1 OR BETTER S -P -F, #2 OR BETTER HEM -FIR, OR 1650F MSR ANY SPECIE JACK BOT CHORD: 2X4; #2 OR BETTER ANY SPECIE, OR 165OF MSR ANY SPECIE :ORNER RAFTER: 2X6; SELECT STRUCTURAL ANY SPECIE, OR 165OF MSR ANY SPECIE, OR DOUBLE (STACKED) 2X4 PER OTHER STANDARD DETAILS. TOP CHORD LENGTH MAY VARY FROM 6" MINIMUM TO 8'-0" MAXIMUM, WITH EXTENSIONS SUPPORTED AT 48" O.C. MAXIMUM BEYOND. -TOP CHORD MAY BE SPLICED AS SHOWN, ABOVE THE HIP GIRDER ONLY! ROM CHORD LENGTH MAY VARY FROM 6" MINIMUM TO 8'-0" MAXIMUM. NOT SPLICE THE BOTTOM CHORD. -TOP CHORD PITCH MAY VARY FROM 4/12 MINIMUM TO 8/12 MAXIMUM. -BOTTOM CHORD PITCH MUST BE FLAT (0/12). -THIS DETAIL APPLIES TO 45 DEGREE HIPSET JACKS AND CORNER RAFTERS ONLY! CONNECTION DETAIL "C" (TOP CHORD TO RAFTER) I I 1 JACK TOP CHORD MUST BE SINGLE BEVELED OR DOUBLE BEVELED 10d or 16d NAILS, THROUGH EACH JACK T.C. INTO RAFTER, TOE -NAILED, PER SCHEDULE BELOW, OR ADEQUATE MECHANICAL HANGER PER MANUF. CATALOG. NAILING REQUIRED: T-0" 8 4'-0" JACK T.C. (2) NAILS 6'-0" JACK T.C. (3) NAIL: 8'-0" JACK (ONE FACE OF - RAFTER ONLY) (4) NAIL TC Live 16.00 psf OurFacs L=1.25 P=125 DESIGNED FOR 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. TC Dead 1400 per Rep Mbr Bnd 1.15 PLATES & NAILS DESIGNED FOR GREEN LUMBER VALUES. BC Live 0.00 per O.C.Spacing 2- 0- 0 WIND LOADED FOR 75 MPH, EXPOSURE "C", MAXIMUM. NO POINT LOADS, MECHANICAL UNITS, HVAC. SPRINKLERS, OR OTHER BC Dead 10.00 psf Design Spec UBC -9T ITEMS CAUSING ADDITIONAL LOADS ON THE STANDARD JACKS IS TOTAL 40.00 psf DEFL RATIO: L240 TC: U190 ALLOWED. WITHOUT SPECIAL DESIGN. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS Wit THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ®®®ST&WEPAS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. 1 -PLY OR MORE GIRDER C �Q?,OFESS/C,) 9 /C� rQ, /r, Q � m �J N 82 D7� xp.12 1/02 s CIVIL OF CAl (FOP�\P C B B C RAFTER DATE: 4/6/2001 REF: EJ -1 DES: L.M. STANDARD PRESSURE BLOCKING DETAIL END VIEW USE (6) 10d BOX NAILS PER BLOCK AS SHOWN, TWO NAILS PLACED AT 4" FROM EACH END OF BLOCK, AND TWO NAILS EVENLY SPACED IN THE CENTER OF THE BLOCK. MAXIMUM SUPPORT REACTIONS', LBS. PER JACK TRUSS BLOCK: 2X4 2 BOX NAILS TO BLOCK 2X6 3 BOX NAILS TO BLOCK DURATION: 1.00 1.15 1.25 1.00 1.15 1.25 SPINE 132 152 152 198 228 248 OF -L 112 129 140 168 193 210 HEM -FIR 105 121 131 158 182 198 S -P -F 90 104 113 135 155 169 'REACTIONS ARE EITHER UPWARD OR DOWNWARD. BOTTOM CHORD OF HIP GIRDER 0 SIDE VIEW 1 OR MORE PLY HIP GIRDER TRUSS END OF PRESSURE BLOCK JACK BOTTOM CHORD USE (2) 10d BOX NAILS THROUGH BOTTOM CHORD OF END JACK INTO END OF PRESSURE BLOCK FOR 2X4, USE (3) 10d BOX NAILS FOR 2X6 LUMBER. SEE TABLE AT LEFT. �OQ�,OEEmp SS/�,! w 4 9 rn n CC E 12/ 106 CIV\\- Z I ,-OF CA1.,F0 Joh Name: 10W. X2- RE' '.ZE REI,' D 95" 1.50" 2 11-5-14 rt.. j.00" .50" 71 F064 00 99100 1 0-oO1�0 3 o- 0— 0 2 11-4-8 4 11-4-8 T—R—V SAL SYSTEMS 4443 NoWark Dr., Colo Springs, CO 9337 Tp5.0 Version 01.12.98 TOP CHORD Zar1 PLATING BASED ON Truss IIL.,RAv f ER Qty: I PLATE V; ER ICBO Permner, Jng s t rucation/t 7PI I 1-1995; 10 01 REPORT #1607. --LOAD CASE H1 DESIGN LAtDS d (by others) to Dir L.PLf L.Loc R.PLf x LL/TL See HIB -91 and TC Vert .0 0- 0- 0 225.3 1(r- 3- 1 aid 10.3.4.6. TC Vert 46.0 10- 3- 1 46.0 11- 8- 8 .65 .65 BC Vert .0 0- 0- 0 4.9 10- 3- 1 .00 BC Vert 1.0 10- 3- 1 1.0 11- 8- 8 .00 rot L —1-S 1016–�61. C-ORA61L 1 —! t1 I cSF AIN. U10 TO 7112 .STA,v A A -t2-.0 P.=TGEi . 11-4-8 1 2 Zx4 #1 FL o2&IF-TT&12- -- 2s-B _ — 29 24-� S0('Popr0-L z5d .4 !lZA13 3-6-0 4-8-3 S-- I O(L LSE[- SHIP C�il�`t 07S) #Z FL- 019— f38TTO2 PPo QPOFfsSl(),, \ 0.0 , MIEss 1- 2-9-15 t 3 r 2-0-0 4 11-4.8, 114-8 TruswaL.Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). WAKIYINU Read all notes on this .sheet and give a copy of it to the Erecting Contractor. This dulgn Is for an individual building component. It has been based an specifications provided by the component manufacturer and done In accordance with the current version of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimension ate to be verified by the component mamdacouer and/or building designer prior to fabrication. The building designer shall ascertain that the bods utilized on this design meet or exceed the loading Imposed by the local building code. It is assumed that the sip chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise ranted. Bracing shown b for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moi.tum content of the wood exceed 19% and/or cause connecres tor plate corrosion. Fabricate, handle, install and brace this tress in accordance with the following tor CONTROL STANDARD FOR METAL PIAT(: CONNECTED WOOD TRUSSES' - (QST -88), 'tIANDLINO INSTAWNO AND BRACINO METAL PLATE CONNECTED WOOD TRUSSES'- (IIID -91) and 'fllfi-9l SUMMARY SIIEET' by TPI. The Truss Plate Institute (TPI) V located at 583 WOmfrio Drive, Madison, Wisconsin 53719. The American Forest and (aper Association (APPA) Is located at 1230 Connecticut Ave, NW, Ste 2W. WushingRnt, DC 7(1(1.16. TBF: 30.0 Chk: Dsgnr: #LC = 0 TC Live 30.0 psf TC Dead 16.0 psf BC Live .0 psf BC Dead 1.0 psf TOTAL 47.0 psi 12133!98 NVI CALWdO /98 Scale: 9/32" = 1' W0: LLM10 Customer Name: DurFacs L=1.15 P=1.1 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -94 M. Criteria: L/240 MINIMUM GRADE OF LUMBER SIIAI,L BE: Construction Grade Ilem-Fir or Doug -Fir I 2x6 or /' a. "r►.l lir t1 Up to 6' '0" R -2.4x4.5. T-34 R-1.60. T-31 Up to 16'-0" R -3.2x4.5. T-44 Up 10-,5-93 Q,pFESS/O\ l Op C N . JU 4$982 r A. E J 119/13 1 ME VALLEY SCIIEDULr d A - 0" to 4'-0" B - 4'-1" to 0'-0" s'Tr C - B'-1" to 12-0" U - 12'-1" to 16'-0" E - 16'-1" to 20'-0" F - 20'-1" to 24'-0" G - 24'-1" to 28'-0" HEEL NOT REOUIRED TO,END OVER TRUSS. -1.6x3. T-31 It-1.6x3.'r-31 R-1.6xJ.T-31 I1 -2.4x4.5. T-34 LOADING DIAGRAM LL+DL/Root - 37 pof Note: 151 increaae In allowable unit stresses used for short duration loading. 11-1.60. T-31 OF CAL\F�r;i"`� Irn TYPICAL in'* ILS 1`011 SIIUI' IFABItIC:A'I'ED VAI-I.1:1'S TOP CHORD OF TRUSS TO BE SHEETED I LATERALLY BRACED PER TRUSS DESIGN ./. UNDER VALLEY FRAMING BY OTHERS. 2:t4 Valley Membe 2Y 10,. C. IVI Aa. 2X3 IN Top Churd -if Truett PLAN Crypical Examiplel 'r ®Cut to malt:n slope of ruin Alt. Bottom Chord ttr Valley Trwis File No. Valley Deluils I too.. &- OWnW unAulo.n,.ttINWCNtt. Date: IU/31/72 R-7/IO/BI RB �' 04.0"e'r.&t• t1tt.•�MNw,.q'.�I**Apt..wrar.nrr.tatwr.ta.n.ate......r. tuwu:s�swr....we.at.oR..nbwto.gwr..q ti.� Mstr/ by P649,11 1 10 ..w Pw M 0..IW'-3t'" I"^r.tOO.d... w � r w JY', r!••. C. t.o.% of .. w. .. t..e.r.t.+...t.- w.... r. w. O.t•-I Ref: S De s, By: I) I I Ck. By: twe,.0wr..-'NM)w..tror of000 or..t.a..w ...ry M.aa...w ra hon .M.a- IMA, •0-.0u tt p .W% H0 w..,... 700. ►011t1oMMO:AM.MMMbt/btiMO l.(...IM..NptrtN N11N-.fNwr..ttM.f.b rlp.tMwMi-...A/Y Mi.r-.MMM tlrwvr. ..t.."—Ic0o AA.t001, TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 CO01003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace=ltTM or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1 2. 3. ,A 1x4 or 2x4 structurally graded "T" brace may be nailed .flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be`nailed to both edges of the member if two braces are required. The: "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scabs) must extend a minimum of 90% of the members length. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building... -,designer. 1. EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if there are any questio c:\msofficelwinwordlbrace-new.let 11 Job Name: Jones Residence Truss ID: CAPE Cust: Alan & Leigh Ann Jones Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating sppec : ANSI/TPI - 1995 UPLIFT REACTION(S) 1 0- 5-12 145 3.50 1.50 BC 2x4 DFL #1 THIS DESI N IS THE COMPOSITE RESULT OF Support 1 -31 lb 2 3- 0-10 145 3.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Support 2 -31 lb BRG REQUIREMENTS shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. IF HANGERS ARE INDICATED ON THIS DRAWING, i This truss s designed using the on the truss material at each bearing THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. Dur Fac s L-1.25 P=1.25 MAX DEFLECTION (span) • 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 L/999 IN MEM 4-5 (LIVE) GIRDERS. IF 2.5' GUN NAILS ARE USED, THE Truss Location = Not End Zone L= 0.00" D= 0.00' T= 0.00" CR rICnL MEMBER FORCES: HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Exp Category = C ft TC COMP. WR. / TEIIj Olt CSI 1-2 g 1.25 / z7 1.5p 03 1.00 BldgLength = 40.00 Mean roc height = Bid Width = 30.00 ft 9 O.f2 ft, mph = 75 2-3 11 1.25))/ 27((1.60 g.03 0.00 psf UBC Standard Occupancy, Dead Load = 10.8 psf "-21(1�.6U)%75(01033) Fabricate, handle, install and lxacethistrssinaa« svrmrsl5l dancewith•.aINTDUALSbyrn,Ar,wrcnr-WoodTrsscmncil 4g5 0003 1.00 Colo Springs, CO 80907 of America Standard Design Responsibilities, 'FIAND-0,IG INSTALLINGG AND BRACANG METAL RATE CONNECTED WOOD TRUSSES 1-9� 3-6.6 1-9-3 i 1-9-3 1 2 3 7.00 7.00 3-0-0 81 4 5 B2 W:308 W:308 3-" R:145 R:145 3-6.6 U:-31 U:-31 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann Jones This design is for an Individual building Component not truss systen 0 has been wed on spaie ons provided by the component manufacturer W0: Drive_T_0051204_L00005_300001 and dare In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dsg n r : GD #LC = 30 WT: 12# Dimersionsere to be verified by the component manufacturer ardror building designer prior to fabricatim. The building designer must ascertain that TC Live 20.00 psf Dur Fac s L-1.25 P=1.25 HOMEWOOD the loads utilized on this design meal oreueed the loading imposed by the local building code and the particular application. The design assumes that the top mad is laterally braced by the roof or flax sheathing and the bctlan chord Is laterally braced by a rigid sheathing material directly ettemad, unless otherwise noted. Bracing shown Is W lateral support of commoners members only to reduce budding legth This component TC Dead 10.00 psf . Re Mbr B nd p 1.15 Rep Mbr Comp 1.00 ® TRUSS shall not be placed in any envircinmem that will cause the moisture comerd of the wood to aceed 19% andfor cause connector plate corrosion. BC Live 0.00 psf 4445 Northpark Dr. Fabricate, handle, install and lxacethistrssinaa« svrmrsl5l dancewith•.aINTDUALSbyrn,Ar,wrcnr-WoodTrsscmncil Rep Mbr Tens 1.00 Colo Springs, CO 80907 of America Standard Design Responsibilities, 'FIAND-0,IG INSTALLINGG AND BRACANG METAL RATE CONNECTED WOOD TRUSSES BC Dead 10.00 psf O.C.Spacing 2- 0- 0 t-(FUB.91) and HB -91 SUMMARY SFEEr by TPI. The Truss Plate Institute (M) is located at CYOnofdo Cdw, Madison. Wsconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 reArreicanForestandPaperAssociation(AFPA)islocatedat11i11ethStreet,NW,ae800,Wtshirgtm,DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence WAKIV/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: E1 Qty: 3 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1440 3.50" 1.54" TC BC 2x4 DFL #1 2x4 DFL #1 Web bracing required at each location shown. ® See details (TXO1087001-001 This design based on chord bracing applied following 2 31-10- 4 1440 3.50" 1.54" BRG REQUIREMENTS based ONLY WEB 2x4 DFL STANDARD standard rev1). Plating sppec : ANSI/TPI - 1995 per the schedule: max o.c. from to shown are on the truss material at each bearing PLATE VALUES Loadedfor10 PER ICBO RESEARCH REPORT #1607. PSFpnon-concurrent BCpLL. THIS DESIG(J IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. TC 24.00" 14- 0- 0 18- 0- 0 UPLIFT REACTIONS) MAX 999EIN MEMO10-31aSLIVE) PLATINGemust be avoid ITMEY ARESARE ON INAILSWFOR = BASED ON GREENdLUMBERVALUESonding. BASEDIONI1..5EDHANGER Support 2 -245 lb L= -0.10" D= -0.10' T= -0.19" This truss is designed using the 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY TC Dead CRniIAL NEMER FORCES: TC >>>/ TEN CSI U8C-97 Code. Re Mbr Brill p GIRDERS. IF 2.5" GUN NAILS ARE USED, THE 3S.(DUS 1-2 -2100(1.21 354(1.60 0.52 Bldg Enclosed g = Yes, Importance Factor = 1.00 HANGERS MUST BE RE-EVALUATED (BY OTHERS). Rep Mbr :21001: 2-3 . -1537}51.25 / 335}51.60 O. S1 Truss Location = Not End Zone shall not placed any environment that will cause the moisture content of the wood to eoceed 19% and/or cause connector plate corrosion. BC Live 3-4 -1225 1.25 / 332 1.60 0.22 4-5 -1530 1.29 / 333 1.60 0.51 Hurricane/Ocean Line = No Ex Category = C 5-6 -21(11 1.25 / 354 1.60 0.52 Bldg Length = g 40.00 ft Bid Width = 30.00 ft 9 T ens Rep Mbr Tens Mean coo height = 14.6 ft, mph = 75 of America Standard Design ResponsibilitiesVANDLINGINSTALLING AND BRACING METAL PLATE CONNECTED V�00DTRUSSES' BC Dead Bc COMP. OUR. / TENS. WR. CSI UBC Standard Occupancy, Dead Load = 10.8 psf 2- 0- 0 7-8 -324 1.60 / 1736 1.25 0.44 8-9 -325 1.60 / 1734 1.25 0.44 Design Spec 9-10 -141 1.60 / 1223 1.25 0.36 TRUSPLUS 6.0 VER: T6.4.2prhe AmericanForestandPaperAssociation(AFPA)Islocatedat111119thStreet.NW,Ste800,Washirgton,OC20036. TOTAL 40.00 10 -ll -325 1.60 / 1734 1.25 0.44 DEFL RATIO: L/240 TC: L/24 ll -12 -324 1.60 / 1737 1.25 0.44 WB COn1P.(DUR.)/ TENS. OUR, CSI 2-8 / 259 1.25 0.11 2-9 -590 1.25 / 214 1.60 0.28 3-9 51 1.60 / 413 1.25 0.17 3-10 -346 1.60 / 349 1.60 0.49 4-]0 -47 1.60 / 415 1.25 0.17 5-10 -594 1.25 / 217 1.60 0.28 5 / 261 1.25 0.11 8-6-3 2 0-4-3 7-07-0 0 7-0-0 4-0-0 7-07-0 0 7-0-0 7-0-0 14-0-0 18-0-0 25-0-0 32-0-0 I 14-0-0 I 4-0-0 14-0-0 i 1 2 3 4 5 6 7.00 -7.00 4-8 5-6 61 5-6 B2 W:308 W:308 RA 440 R:1440 U:-245 U:-245 F2-0 -� �0� r 32-0-0 7 8 9 10 11 12 7-07-0 0 7-0-0 4-0-0 7-0-0 _1 7-0-0 7-0-0 14-0-0 18-0-0 25-0-0 32-0-0 9-8-1 SHIP 2 0-4-3 WAKIV/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_T_00 S 1204_L00005_] 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Ds r GD #LC 16 Wt 218#st Dimensionsare to be verified by the cemponent manufacturer and/or Willing designer prior to fabrication. The Wilding designer mustn ascertain that g = TC Live 20.00 psf DurFacs L=1.2 5 P=1.2 5 HOMEWOOD the loads utilized on this design meet or exceed the loading irnposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally booed by a rigid sheathing material directly attached, Bracing is for lateral TC Dead 10.00 Re Mbr Brill p 1.15 unless otherwise noted. sham support of components members only to reduce budding length. This component be in psf Rep Mbr 1.00 ® TRUSS shall not placed any environment that will cause the moisture content of the wood to eoceed 19% and/or cause connector plate corrosion. BC Live 0.00 psf 4445 Northpark Dr. Fabricate, handle, Install and brace this truss In accordance with 'JOINT DEfAILSbyTruswal,•ANSVTPl1'.WfCA1'4400dTnusCoundl T ens Rep Mbr Tens 1.00 Colo Springs, CO 80907 of America Standard Design ResponsibilitiesVANDLINGINSTALLING AND BRACING METAL PLATE CONNECTED V�00DTRUSSES' BC Dead 10.00 psf O.C.Spacing 2- 0- 0 {HIB -91) and HlB-gi SUMMARY SHEET by TPI. The Tress Plate Institute (TPq Is located at o•Onohlo Drive, Madison, vwuonsin $3719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2prhe AmericanForestandPaperAssociation(AFPA)Islocatedat111119thStreet.NW,Ste800,Washirgton,OC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence Truss ID: EG Qty: 1 QtrfICAL MEMER FORCES: TC 2x4 DFL #1 BC 2x4 Plating spec • ANSI/TPI - 1995 This design based on chord bracing applied DFL #1 GBL BLK 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. per the following schedule: max o.c. from to PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, TC 24.00" 14- 0- 0 18- 0- 0 Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR This truss is designed using the Drainage must be provided to avoid ponding. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY UBC -97 Code. May use adequate staples for gable blocks. BUILDING GIRDERS. IF 2.5' GUN NAILS ARE USED, THE Bldg Enclosed = Yes, Importance Factor = 1.00 DESIGNER MUST VERIFY GABLE LOADS! Ctl gable bracing re9uired @ 58" intervals, i exposed to wind load applied to face. HANGERS MUST BE RE-EVALUATED (BY OTHERS). PLATING BASED ON GREEN LUMBER VALUES. Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C See General Gable Details', C002065035. the loads utilized on this design meet or e=eed the loading Imposed by mum e local building code and the particular application. The design asses that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean height 14 f6 ft, 75 20.00 psf roof = mph = UBC Standard Occupancy, Dead Load = 10.8 psf 8-6-3 X 0-4-3 2-8-0 14-0-0 4-0-0 1414-0-0 4 14�p 1 2 3 4 5 6 7 8 9 1 1123 1 7 18 19 20 21 22 23 24 25 26' " f�0� 32-0-0 27 28 a9 aO $1 W W&4 a5 $6 3WV, 3OW2 63 M c!�5 6667 6889'0 0 TYPICAL C �E:5 3 L . 1R.& US PPx 9-8-1 SHIP x 0A-3 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan a Leigh Ann ]ones This design is for an individual building component not truss system. It has been based on speafications provided by the component manufacturer - WO: Drive—T-00512041-00005100001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. DS GD #LC Dimensionsere to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain m 9 n r = 16 WT:333#at HOMEI n/OOD the loads utilized on this design meet or e=eed the loading Imposed by mum e local building code and the particular application. The design asses that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly TC Live 20.00 psf Du r Faes L=1.25 P=1.25 attached, unless otherwise noted. Bracing is for lateral TC Dead 10.00 Re Mbr Bid p 1.15 ® TRUSS shown support of components members only to reduce budding length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. BC Live 0.00 psf psf Rep Mbr Comp 1.00 4445 Northpark Or. Fabricate, handle, install and brace this tnas In accordance with �uaNf oETaLs by Truswal, •ANsIrtPI r, TnrtCA r-vtaod rrvss council Rep Mbr Tens 1.00 Colo Springs, CO 80907 of America Standard Design Responsibilities, 4WNDUNGINSTALUNGAND BRACING METAL PLATE CONNECTED WOOD TRUSSES BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 -iHlael> and 11113-91 SUMMARY SrEEr by TPI. The Truss Plate lnsthme (rPI) is located at aa,ofdo Drive, Madison, Wisconsin 53719. Design Spec UBC -97 Pbe American Forest and Paper Association (AFPA)islocated at Ill 119th Street, NW. Ste SM. Washington, DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence Truss ID: M1 Qty: 2 Ann ]ones BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating Spec : ANSI/TPI - 1995 UPLIFT REACTION(S) ' ® 1 0- 1-12 681 3.50 1.50' BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -147 lb #LC = 15 Wr' 48# ' 2 8-10- 8 840 2.00" 1.50" WEB 20 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -181 lb psf Du r Facs L=1.2 5 P=1.2 5 . Rep Mb Bnd 1.00 BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the TC Dead 10.00 on the truss material at each bearing Drainage must be providedto avoid ponding. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. BRG HANGER/CLIP NOTE Permanent bracing is required (by others) to 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 ® TRUSS 2 HUS26 prevent rotation/toppling. See BCSI 1-03 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location = Not End Zone Re Mbr Tens P 1.00 Support Connection(s)/Hanger(s) are designed for horizontal loads. and ANSI/TPI 1. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Ex Category = C 0. C. Spaci ng not SEE SIMPSON CATALOG End verticals designed for axial loads only. Extensions below the truss PLATING BASED ON GREEN LUMBER VALUES. Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean roof height = 1.f3 ft, mph = 75 FOR ADDITIONAL INSTALLATION NOTES MAX DEFLECTION (span) above or profile (if any) require additional consideration UBC -97 UBC Standard Occupancyy, Dead Load = 10.8 psf TOTAL 40.00 (by others) for horiz. loads on the bldg. DEFL RATIO: L/240 TC: L/24 --- ------LOAD CASE #1 DESIGN LOADS ---------------- L/999 IN MEM 4-5 LIVE)L.PlfR.Plf Dir L. Loc R. Loc LL/TL0.17 L= -0.10" D -0.10' T= -0.19" 80.00 TC Vert 80.00 - 2- 0- 0 80.00 80.00 0- 0- 0 0.17 oTTrlcnL MEMBER Ices: TC '744_ WR. / TENS. WR. CSI TC Vert 60.00 0- 0- 0 60.00 8- 0- 0 0.67 1-2 -7aa 1.25 / 80 1.60 0.51 TC Vert 145.63 8- 0- 0 145.63 8- 9- 0 0.67 2-3 0 1.60 / 0 1.25 0.25 TC Vert 80.00 8- 9- 0 80.00 8-11- 8 0.17 Bc mnm.(WR. / TENSq( lk C'I BC Vert 48.54 0- 0- 0 48.54 lbs X. Loc LL/TL 8- 9- 0 0.00 4-s _99(1.603/ 685(1.253 0.68 5-6 96(1.60)/ 814(1.25 0.70 .Type... TC Vert - 0.0 0- 1-12 1.00 TC Vert 220.0 8- 0- 0 1.00 WE OOMP.(Wrt.)/ TENS. WR. Cit TC Vert ll0.0 8- 0- 0 0.00 2-s / 4S8 0.90 0.26 2-6 -1168(1.25)/ 1391.60 0.15 TC Vert 0.0 8- 7- 4 1.00 3-6 -291C(1.25))/ 47 1.60 0.04 7-5-9 7-5-9 7-10-15 1 2 3 3.25 0-9-0 330# 61 W:308 R:681 U:-147 2-2-2 2-11-13 SHIP J H 1/2" W MAX W:200 R:840 U:-181 0-0 0 2 8 �--� 8-11-8 4 s 6 7-3-13 1-5� 7-3-13 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is for an IndWual Wilding component not truss system It has been based on specifications provlded by the component manufacturer WO: Dri ve_T_0051204_L00005_100001 ® and done in accordance with the current oersions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dsgn r' GO #LC = 15 Wr' 48# ' Dimensionsare to be <erified by the conWnem manufacturer and/or building designer prior to fabrication. The Wilding designer must ascertain that TC Live 20.00 psf Du r Facs L=1.2 5 P=1.2 5 . Rep Mb Bnd 1.00 HOMEWOOD the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or flow sheathing and the bottom chord is laterally braced by a rigid sheathing material directly a8acned, unless othe w se noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead 10.00 P Sf r Rep Mb r Comp 1.00 ® TRUSS shall not be placed In any encAnonment that will cause the moisture content of the wood to exceed 19%and/orcause connector plate corrosion. 'JOINT BC Li Ve 0.00 psf Re Mbr Tens P 1.00 4445 Northpark Or. p Fabricate, handle, Install and brace this suss in accordance with DETAILS' by Truswal, ANSMI 1,1NrCA r -Wood Truss Council America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES BC Dead 10.00 psf. 0. C. Spaci ng 2- 0- 0 CO ) O Springs, CO 80907 of "11341 SUMMARY SHEET by TPI. The Truss Plate Institute is located D'Onofrio Driw, Madison, Wisconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 SIB -91) and (TPI) at eAmericanForestandPaperAssociation(AFPA)islocatedat111119th street, NW, Ste 800, Washington, DC 20036. TOTAL 40.00 pSf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 1-12 519 3.50 1.50 BC 2x4 DFL #1 2 8-10- 8 358 2.00" 1.50" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607 on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. BRG HANGER/CLIP NOTE End verticals designed for axial loads only 2 LUS24 Extensions above or below the truss profile Support Connection(s)/Hanger(s) are if any) require additional consideration not designed for horizontal loads. (by others) for horiz. loads on the bldg. SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES L= -0.12" D= -0.12" T= -0.25" CRITICAL MEMBER FORCES: TC 1. Ili / TE16.(WR. CSI 1-2 -500 1.25 / 124(1.603 0.35 2-3 -39((1.25))/ 9((((1.25)) 0.32 W0: Dri ve_T_0051204_L00005 100001 COMP.fflt))% TENS.(Mlt.) 4BC 0 39 WB '52 WR. / TEN$. '11 CSI 2-5 -520 1.25 / 190 1.60 0.11 3-5 -60 1.25 / 30 1.60 0.01 2-8-14 T 0-3-12 Truss ID: M2 Plating spec • ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) 5-9-0 3-0-0� 5-9-0 8-9-0 2 3 3.25 r 15 UPLIFT REACTION(S) • Support 2 ort 1-170 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean roof height = 1.19 ft, mph = 75 UBC Standard Occupancy, Dead Load = 10.8 psf B1 VV:308 R:519 U:-118 3-3-4 SHIP 1/2" CSP MAX VV:200 R:358 U:-70 F- 2-0-0 B-„-8 0 2H 8 � 4 5 8-9-0 8-9-0 WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann )ones This design is for an Individual building component not truss system It has been based on specifications provided by the component manufacturer W0: Dri ve_T_0051204_L00005 100001 and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. DS n r GD #LC = 15 WT' 46#ponerd Dimensionsare to be vedfled by the conmanufacturer and/or building designer prior to fabrication. The building designer must ascertain that 9 TC Live 20.00 psf Du r Faes L=1.25 P=1.25 HOMEbt/OOD the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly TC Dead 10.00 Re Mb r Bnd p 1.15 enacted, unless otherwise rimm ed. Bracing shown is for lateral support of components embers only to reduce budding length. This component psf Rep Mb r Comp 1.00 ® TRUSS shall not be placed in any enbironment that will cause the moisture cometh of the wood to exceed 19% and/or cause connector plate corrosion. BC Live 0.00 psf 4445 Northpark Df Fabricate, handle. install and brace the suss In accordance with 'JOINT DETAILS by 7nuwal.'ANSUfPI 1', WfCA T -V bod Truss Council Rep Mb r Tens 1.00 . Colo Springs, CO 80907 of America Standard Design Responsibilities9irWDLINGINSTALLING AND BRACING METAL PLATE CONNECTED WOW TRUSSES BC Dead 10.00 psf O.C.Spaeing 2- 0- 0 -(Hlae1) and 'HID -91 SUMMARY sFiEEr by TPI. The Truss PlateInstitute Crvq is located at =rroma Drhe, Madison, Wsconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6. 4. 2FTheAmericanForestandPaperAssociation(AFPA)islocatedat111119thstreet.NW.Ste800,Washington,DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job'Name: Jones Residence Truss ID: M2A Qty: 2 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1127 3.50 1.50' TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S lb DS n r : GD #LC = 15 WT: 63# 2 9-10- 8 942 2.00" 1.50" BC 2x6 DFL #2 WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 - 40 Support 2 -201 lb HOMEWOOD the bads utilized on this design meet or emeed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is latently braced by a rigid sheathing material directly BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, i This truss s designed using the on the truss material at each bearing Permanent bracing is re7yired (by others) to THEY ARE BASED ON 1.5' HANGER NAILS FOR UBC -97 Code. BC Live 0.00 psf Rep Mb r Tens 1.00 BRG HANGER/CLIP NOTE prevent rotation/toppling. See BCSI 1-03 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 Collo Springs, CO 80907 2 HUS26 and ANSI/TPI 1. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location = Not End Zone {HI&91) (iPg Street. NW. Ste 800.washirgton,DC20036. TOTAL 40.00 psf Support Connection(s)/Hanger(s) are not desiggped for horizontal loads. PLATING BASED ON GREEN LUMBER VALUES. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Exp Category = C SEE SIM PSON CATALOG End verticals designed for axial loads only. Bldg Length = 40.00 ft Bidg Width = 30.00 ft FOR ADDITIONAL INSTALLATION NOTES Extensions above or below the truss profile if Mean roof height = 1.h ft, mph = UBC Standard Dead Load 75 10.8 MAX DEFLECTION (span) : any) require additional consideration (by others) for horiz. loads on the bldg. Uccu antiy, = ----------LOAD CASE #1 DESIGN LOADS psf ---------------- 4-5 L/999 IN MEM LIVE) Dir L.Plf L.Loc R.Plf R.Loc LL/TL L= -0.07" D= -0. T= -0.13" TC Vert 80.00 - 2- 0- 0 80.00 0- 0- 0 0.17 CRITICAL MEMBER FORCES:TC COMP. (( 20(1:25 TC Vert 60.00 0- 0- 0 60.00 80 9- 9- 0 0.67 2-339(1:25 % 0.29 BC Vert 134.17 0- 0- 0 134.17 9 9- 0 0.43 BCTENS. WR. CSI 4-5 -18S 1.60 / 1763 1.25 0.69 5-6 -186 1.60 / 1693 1.25 0.55 WB COMP.(WR.)/ TFNS. WR. CSI 2-5 / 832 1.25 0.34 2-6 201 1.60 0.53 -1829(1.25)/ 3-6 -101(1.25)/ 27 1.60 0.01 5-95-9 0 4-04-00 5-9-0 9-9-0 1 2 3 3.25 3-0-2 T 0-3-12 B1 W:308 R:1127 U:-240 3-6-8 1 SHIP 8 1/2" OSP MAX W:200 R:942 U:-201 2-0-0 028 9-11-8 ' I 4 5 6 5-95-9 0 4-0-0 5-9-0 9-9-0 circled plates aro false frame plates are posrtionecr as srawa aoove. snat gave stun plates to avoid overlap wan structural plates orstaple). W / v vi L v v v WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an individual building component not truss system B has been based on specifications provided by the component manufacturer WO: Dri ve_T_0051204_L00005_] 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional aocumcy. DS n r : GD #LC = 15 WT: 63# Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mrsi ascertain that g TC Live 20.00 psf Du r Faes L=1.2 5 P=1.2 5 HOMEWOOD the bads utilized on this design meet or emeed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is latently braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead 10.00 psf e RMb r Bnd 1.00 P Rep Mb r Comp 1.00 ® TR USS shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. 'JOINT 'ANSVTPI BC Live 0.00 psf Rep Mb r Tens 1.00 4445 Northpark Or. Fabricate, handle, Install and brace this truss In accordance with DETAILS by Tnuswal, r, mCA r -Wood Truss council Standard Design Responsibilities, 9iANDUNCINSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSEs BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Collo Springs, CO 80907 ofAmerica ard'HI&91 SUMMARY SPIFFY by TPI. The Inas Plate Institute Is located a, aOnofrio Drive, Madison, uvLsconsin 53719. Design Spec UBC -97 TRU SPLUS 6.0 VER: T6. 4. 2prheAmerirarrForestardPaperAssociation(AFPA)IslocatedatI11119th {HI&91) (iPg Street. NW. Ste 800.washirgton,DC20036. TOTAL 40.00 psf _ DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence BRG X -LOC REAR SIZE REQ'D TC 2x4 DFL #1 1 0- 1-12 609 3.50 1.50' BC 2x4 DFL #1 2 7-10- 8 733 2.00" 1.50" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. on the truss material at each bearing Permanent bracing is required (by others) to BRG HANGER/CLIP NOTE prevent rotation/toppling. See BCSI 1-03 2 °HUS26 nd ANSI/TPI 1. Support Connection(s)/Hanger(s) are PLATING BASED ON GREEN LUMBER VALUES. not designed for horizontal loads. SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES MAX DEFLECTION (span) - L/500 IN MEM 4-5 (LIVE) L= -0.18" D= -0.18' T= -0.37" CRITICAL MEMBER FORCES: TC COffl. WR. / TENS. WR.) CSI 1-2 -386 1.25 / 29 1.60) o.74 2-3 -47((1.25 / (( 0.55 4g5 C014P 60�% T363(D1025�'0CSI ' CCN1P. WR. / TENS. WR.) CSI 2-5 -496 1.25 / 76 1.60) 0.07 3-5 -241 1.25 / 0.03 Truss ID: M3 Plating spec - ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horiz. loads on the bldg. 6-06-0 0 1-9-0 6-0-0 7-9-0 2 3 3.25 290# 2 UPLIFT REACTION(S) Slb upport 2 -1rt 1 60 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location - Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean roof height = 1.65 ft, trph 75 UBC Standard Occupancy, Dead Load = 10.8 psf --LOAD CASE #1 DESIGN LOADS ---------------- Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 80.00 - 2- 0- 0 80.00 0- 0- 0 0.17 TC Vert 60.00 O- 0- 0 60.00 7- 9- 0 0.67 TC Vert 80.00 7- 9- 0 80.00 7-11- 8 0.17 BC Vert 52.00 0- 0- 0 52.00 7- 9- 0 0.00 Type... lbs X.Loc LL/TL TC Vert 0.0 0- 1-12 1.00 TC Vert 0.0 7- 7- 4 1.00 TC Vert 290.0 7-10- 0 0.50 B1 W:308 R:609 LIA 33 3-0-0 1 SHIP 1/2" %P MAX W.200 R:733 U:-160 2-0-0 0 2 8 7-11-8 H 4 5 7-9-0 7-9-0 WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann )ones This design is for an Individual Wilding component not buss system It has been based on specifications provided by the component manufacturer WO: Dri ve_T_0051204_L00005) 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dlmenslonal accuracy. Dsgn r : CD #LC = 15 WT: 40# Dimensionsare to be verified by the component manufacturer and/or Wilding designer prior to fabrication. The building designer oust ascertain that TC Live 20.00 psf Du r Facs L=1.25 P=1.25 HOMEWOOD the loads utilized on this design meet or exceed the loading Imposed by the local Wilding code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of congwnems Members only to reduce buckling length. This component TC Dead 10.00 psf Re Mbr Bnd p 1.00 be in that the Rep Mbr Comp 1.00 ® TRUSS shall Trot paced any environment will cause moisture content of the wood to weed 19% and/or cause connector plate mnosion. BC Live 0.00 psf 4445 Northpark Dr. Fabricate, handle, install and bmce this buss In accordance with 'JOINT OErruLS' by Tn,swal. •ANSUTPI 1'. ViTCA r -Wood Truss council Rep Mbr Tens 1.00 Colo Springs, CO 80907 ofAmedcaStandard Design Responsibilities, twNDUNGINSTAWNGAND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf O.C.Spacing 2- 0- 0 -0,1113-91) and 111&91 SUMMARY SHEET by TPI. The Truss Plate Institute (rP91s located at DOnotdo Drive, Madison, vwsconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 eAmericanForest and Paper Association (AFPA)islocated at111119th SUM. NW. Ste 800,Washington, DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence Truss ID: M4 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) - 1 0- 1-12 479 3.50 1. SO" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -112 lb 2 7-10- 8 318 2.00" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -61 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. BRG HANGER/CLIP NOTE End verticals designed for axial loads only. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 2 LUS24 Extensions above or below the truss profile GIRDERS. IF 2.S' GUN NAILS ARE USED, THE Truss Location = Not End Zone Support Connection(s)/Hanger(s) are not designed for horizontal loads. if any) require additional consideration HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Exp Category = C SEE SIMPSON CATALOG (by others) for horiz. loads on the bldg. Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean height 1.65 ft, 75 FOR ADDITIONAL INSTALLATION NOTES - -.1 -1d r----, ® TRUSS shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. 'JOINT roof = mph = UBC Standard Occupancy, p y, Dead Load = 10.8 psf L/999 IN MEM 4-5 (LIVE) L= -0.09" D= -0.09' T= -0.18" CRITICAL MERBER FORCES: TC l.(WR.)/ TENS.(11 CSI 1-2 343((1.253/ 80 1.60 0.35 2-3 -42(1.25)/ 2(1.60) 0.35 4 5 m11P6(1W.R60.)% 309(010.25) 0.633 WB COMP. WR. / TENS. WR. CSI 2-5 -422 1.25 / 156 1.60 0.06 3-5 -20 1.60 / 42 1.60 0.01 06 -o -o 1- -o 7 - 90s -o 2 3 A_12 0 3-0-0 SHIP B1 - 1/2" W MAX VV:308 VV:200 R:479 - R:318 U:-112 ' U:-61 0-0 0 2 8 7-11-8 4 5 7-97-9 0 7-9-0 7nr i tams p a�� are 20 unless s ported "' 6'�'how8rl� 156 r.$ �"'""X Circe es and false frame o es are Ixtsth ass a e. h �a est ales to av WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an individual building component not thus system It has been based on specifications provided by the component manufacturer WO: Dri ve_T_0051204_L00005_100001, - ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. DS n r : GD 9 #LC = 15 WT: 40# Dimensionsare to be verifled by the component manufacturer ardlor building designer prior to fabrication. The building designer mut ascertain that _ TC Live 20.00 psf Du r Facs L=1.2 5 P=1.2 5 HOMEWOOD the loads utilbted on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom Mord is laterally braced by a right sheathing material directly attached. unless othenwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead 10.00 p sf Rep Mb r Bnd 1.15 Rep Mbr Comp 1.00 ® TRUSS shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. 'JOINT BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr. Fabricate. handle, install and brace this suss In accordance with DETAILS'byTruswal,ANSVTPI1'.NVTCAV-wood Truss council BC Dead 10.00 2- 0- 0 Colo Springs, CO 80907 ofAmeriaStandard Design Responsibilities. TANDUNCINSTAWNCAND BRACING METAL PLATE CONNECTED WOOD TRUSSES psf O.C.Spacing (lf1a91) and 'HIB -91 SUMMARY SHEET by TN. The muss Plate Institute (TPI) is located at tra,ofdo Drive, Madison, wnsoonsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 eAnerianForest and Paper Association (AFPA)islocated at111119th Street, NW, Ste 800,Washington, DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence . Truss ID: M4A Qty: 3 11 BR 1 0-X1-1122 REACT 3.50 ZE R1Q50" Cust: Alan & Leigh Ann ]ones gg pp widths apepglylrwhenetruss areas ® 2 9-11-12 431 3.50" 1.50" BC 2x4 DFL #1 WEB 2x4 DFL STANDARD THIST0 SIGNcIS THEICOOMMPOSITE9RESULT OF MULTIPLE LOAD CASES. otsupportedainna UPLIFT REACTION(S) hanger. Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mint ascertain that BRG REQUIREMENTS shown are based ONLY Lumber shear allowables are per NDS. IF HANGERS ARE INDICATED ON THIS DRAWING, : Support 1 -124 lb 20.00 psf DurFacs L=1.25 P=1.25 on the truss material at each bearing PLATE VALUES PER ICBO RESEARCH REPORT #1607. THEY ARE BASED ON 1.5" HANGER NAILS FOR Support 2 -46 lb TC Dead 10.00 psf BRG HANGER/CLIP NOTE °LUS24 PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY This truss is designed using the 9 9 0.00 psf Rep Mbr Comp 1.00 2 Support Connection(s)/Hanger(s) are End verticals designed for axial loads only. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE UBC -97 Code. Rep Mbr Tens 1.00 1.5-3 not desiggned for horizontal loads. Extensions above or below the truss profile if anY) require additional consideration HANGERS MUST BE RE-EVALUATED (BY OTHERS). Bldg Enclosed = Yes, Importance Factor Truss Location = Not End Zone = 1.00 {HIB -91) and 11113-91 SUMMARY SHEET by TPI. The Truss Plate InstiWe (rP0 is located at na ofrio aha, Madison. %Msconsin 53719. SEE SIMPSON CATALOG (by others) for horiz. loads on the bldg. ESS I Hurricane/Ocean Line = No Ex Category = C rm.American Forest and Paper Association (AFPA)Islocated at111119th Street, NW, Ste 800. VftMington, DO 20036. FOR ADDITIONAL INSTALLATION NOTES J W:308 Bldg Length = 40.00 ft Bidg Width = 30.00 ft MAX DEFLECTION (span) R:431 Mean roof height = 1.'31 ft, mph = 75 L/999 IN MEM 4-5 SLNE) -0.04 D -0ES: T= -0.07' _ UBC Standard Occupancyy, Dead Load - 10.8 psf CR CRITICAL MEMBER FORCES: TC Oorw (1.R.)/ TENS. (WR.) CSI 1-2 767(1.253/ ll6(1.603 O.z6 Ur � ----------LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf TC Vert 80.00 - 2- 0- 0 80.00 ---------------- R.Loc LL/TL 0- 0- 0 0.17 2-3 44(`1.25 / 9 1.25 0.26 � TC Vert 60.00 0- 0- 0 60.00 10- 1- 8 0.67 BC COMP. WR. / TEFS. WR. CSI BC Vert 20.00 0- 0- 0 20.00 9- 7- 8 0.00 1601.60)/ 7941.605 J n BC Vert 80.00 9- 7- 8 80.00 9-11-12 0.50 5-6 170 1.60 / 695 1.25 0.37 6 -TR 0.27 WB COMP.(DUR.)/ TENS.(WR. CSI 2-5 / 145(0.903 0.08 2-6 189(1.60 0.20 -764(1.25)/ 3-6 -106(1.25)/ 0.02 6-06-0 0 3-73-78 6-0-0 9-7-8 1 2 3 3.25 3-0-11 CirI l�ar>d to esti mem atesare s dor>ahK s a �ihowr�at;bve Shift' �e stud es to bMX 20�d�8ver d w tit s�vuciur"ta1° re a le . 2.5-4 T.o-s 11 1 Cust: Alan & Leigh Ann ]ones This design is for an Irdlvldual building component not truss system. it has been based on specifications provided by the component manufacturer WO: Dri ve_T_0051204_L00005_] 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. DS n r • GD #LC = 15 WT' $4# 3-7-1 Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mint ascertain that 9 tO-j-:12 2.5-6 TC Live 20.00 psf DurFacs L=1.25 P=1.25 HOMEWOOD the loads utilized on this design meet oremeed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly t SHIP TC Dead 10.00 psf R2 Mbr Bnd 1.15 p ® TRUSS P BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. Fabricate, handle, install and brace this tam in accordance with 'JOINT DETAILS' by TreswaI, ANSI/TPI r, VirCA V -Wood Truss council America BC Dead 12-1-8 Rep Mbr Tens 1.00 1.5-3 of Standard Design Responsibilities. HMIDIJNGINSTALLING AND BRACING METAL PLATE CONNECTED NiOCDTRUSSES psf O.C.Spacing 2- 0- 0 {HIB -91) and 11113-91 SUMMARY SHEET by TPI. The Truss Plate InstiWe (rP0 is located at na ofrio aha, Madison. %Msconsin 53719. 2.5-6 ESS I 131 rm.American Forest and Paper Association (AFPA)Islocated at111119th Street, NW, Ste 800. VftMington, DO 20036. 82 J W:308 W:308 R:567 R:431 V U:-124 U:46 _ 2-0-0 Ur � 10-1-8 � � .. O. i 4 5 6 6-0-0 3-7-8 J n 6-0-0 9-7-8 V 11.. CirI l�ar>d to esti mem atesare s dor>ahK s a �ihowr�at;bve Shift' �e stud es to bMX 20�d�8ver d w tit s�vuciur"ta1° re a le . 8/30/2005 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an Irdlvldual building component not truss system. it has been based on specifications provided by the component manufacturer WO: Dri ve_T_0051204_L00005_] 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. DS n r • GD #LC = 15 WT' $4# Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mint ascertain that 9 TC Live 20.00 psf DurFacs L=1.25 P=1.25 HOMEWOOD the loads utilized on this design meet oremeed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly edeched, unless otherwise noted. Bracing shown is for lateral support of components members onlyto reduce buckling length. This component TC Dead 10.00 psf R2 Mbr Bnd 1.15 p ® TRUSS shall not be paced in any emAronnerd that will cause the moisture content of the wood to eueed 19% and/or cause connector plate corrosion. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. Fabricate, handle, install and brace this tam in accordance with 'JOINT DETAILS' by TreswaI, ANSI/TPI r, VirCA V -Wood Truss council America BC Dead 10.00 Rep Mbr Tens 1.00 Colo Springs, CO 80907 of Standard Design Responsibilities. HMIDIJNGINSTALLING AND BRACING METAL PLATE CONNECTED NiOCDTRUSSES psf O.C.Spacing 2- 0- 0 {HIB -91) and 11113-91 SUMMARY SHEET by TPI. The Truss Plate InstiWe (rP0 is located at na ofrio aha, Madison. %Msconsin 53719. Design Spec UBC -97 TRU SPLUS 6.0 VER: T6.4.2 rm.American Forest and Paper Association (AFPA)Islocated at111119th Street, NW, Ste 800. VftMington, DO 20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence Truss ID: M5 Cust: Alan Qty: 3 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 426 3.50 1.50 TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) • WD : Dri ve_T_0051204_L00005_] 00001 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -103 lb 2 6- 6- 8 264 2.00" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -48 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the on the truss material at each bearing BRG HANGER/CLIP NOTE PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. Du r Falls L=1.2 5 P=1.2 5 2 LUS24 End verticals designed for axial loads only. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 Support Connection(s)/Hanger(s) are Extensions above or below the truss profile (if any) require additional consideration GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location = Not Hurricane/Ocean Line End Zone = No Ex Category = C not designed for horizontal loads. SEE (by others) for horiz. loads on the bldg. Bldg Length = 40.00 ft Bidg Width = 30.00 ft SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES ® TRUSS shall not placed any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Mean roof height = 0.A7 ft, mph = 75 MAX DFFLFMf*J (snarl UBC Standard Occupancy, P y. Dead Load = 10.8 psf ./999 IN MEM 4-5 (LIVE) - -0.04" D= -0.04' T= -0.09" RrTICAL MEM ER FORCES:TC (( 3 2 3 -272 110.25)/ 52(01.60) 0.23 1-2 272 it / 63 1.60 0.23 4g5 °°I-921..60i� ' 244115) oda 1 1. WR. / INS.(WR.) CSI 2-5 -343 1.25 / 128(1.603 0.04 3-5 -18 1.60 / 18(0.90 0.01 5-05-0 1-5-05-0-0 2 3 3.25 B1 W.306 R:426 U:-103 2-1-5 0 2-7-11 SHIP H 1/2" Cff MAX W:200 R:264 U:-46 J, 4 5 6-56-505 VJ r 2 07 6-5-0 1/ 1 L Ciuum plrte=4sefraeme o a�tes areo�d naneda 1 g (s iFt 1� WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an individual building component not truss system It has been based on specifications provided by the component manufacturer WD : Dri ve_T_0051204_L00005_] 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dsgn r : CD #LC 15 Wr: 34# Dimensionsare to be verified by the component manufacturer ardlor Wilding designer prior to fabrication. The building designer must ascertain that = TC Live 20.00 psf Du r Falls L=1.2 5 P=1.2 5 HOMEWOOD the loads utilized on this design meet or exceed the loading imposed by the local Wilding code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directlyR2 Bracing Is for lateral TC Dead 10.00 p Mb r Bnd 1.1 S attached, unless otherwise noted. shown support of conponents members only to reduce budding length. This component be in psf Rep Mb r Comp 1.00 ® TRUSS shall not placed any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Live 0.00 psf 4445 Northpark Or. Fabricate,nandle,lnstanardbramthlswssinaccordancewiu,•,rolNrDeraLsbyTn,svol,�ANslnPlr.moAr-vunodrrusscoundl _ Rep Mbr Tens 1.00 Colo Springs, CO 80907 of America Standard Design Responsibilities, IiANDUNcINSTALLING AND BRACING METAL PLATE coNNECTEDWOOD TRUSSES BC Dead 10.00 psf O.C.Spacing 2- 0- 0 4HI13-91) and "IB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofdo Drive, Madison, Wisconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2pheAmedeanForestandPaperAssociation(AFPA)islocatedat111119th Street, NW, Ste 800,Washington, DC20038. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence Truss ID: M6 Qty: 1 BRC X -LOC REACT SIZE REQ'D 1-12 432 TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) 4Bs 1 0- 3.50" 1.50' 2 6- 8- 8 271 2.00" 1.50" BC 2x4 DFL #1 WEB 20 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -105 lb Support 2 750 lb -351 1.25 / 131 1.60 0.0SI4 BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the Dimensionsare to be verified by the component manufacturer ardlor building designer prior to fabrication. The building designer must ascertain that on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. BRG HANGER/CLIP NOTE End verticals designed for axial loads only. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 2 LUS24 Extensions above or below the truss profile GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location = Not End Zone TC Dead Support Connection(s)/Hanger(s) are not desiggned for horizontal loads. if anY) require additional consideration HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Ex Category = C SEE SIMPSON CATALOG (by others) for horiz. loads on the bldg. Bldg Length = 40.00 ft Bidg Width = 30.00 Mean height 0.60 ft, 75 ft FOR ADDITIONAL INSTALLATION NOTESMAV ® TR USS roof = mph = UBC Standard Occupancy, Dead Load = 10.8 psf L= -0.05" D= -0.05" T=--0.10" CRITICAL hmER FORCES: TC cow g WR. / TENS. WR. CSI 69 1.60 --H 2-3 1.25 / 0.23 This design is for an Individual building component not truss system it has (leen based on specifications prmided by the component manufacturer 4Bs �f�'.60 68fW�s3 0.225 ® TENS. WR. C 2-S -351 1.25 / 131 1.60 0.0SI4 3-5 -12 1.60 / 29 1.60 0.01 5-0-0it 1-7-0 5-0-0 6-7-0 2 3 3.25 81 W:308 R:432 U:-105 3 2-8-3 1 SHIP H 1/2" (?B�P MAX W:200 R:271 U:-50 2-0-0 0 2 8 6-9-8 ' I 4 5 6-7-0 6-7-0 Tn�sw�al 3vsterns pates are 20 pa unless st)grmoned „1g,(thowria � S6 �1� w std' Circled olStes and false frame ofates are oosltl ass e. hn2ble st ares J, V WARN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an Individual building component not truss system it has (leen based on specifications prmided by the component manufacturer WO • Dri ve_T_00 $1204_L00005_] 00001 ® and done in accordance with the current eenaons of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. DS n r' GD #LC = 15 WT' 3 $# Dimensionsare to be verified by the component manufacturer ardlor building designer prior to fabrication. The building designer must ascertain that g ' TC Li ve 20.00 psf Du rFaes L=1.25 P=1.25 HOMEWOOD me loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the root or floor sheathing and the bottom chord is leemly braced by a rigid sheathing material directlyR2 attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead 10.00 psf p Mb r Bnd 1.15 Rep Mb r Comp 1.00 ® TR USS shall not be placed in any emim ronmethat will muse the moisture comth eof the wood to exmed 19% andfor cause connector plate corrosion. 'JOINT 'ANSVTPl r, BC Live 0.00 psf Rep Mb r Tens 1.00 4445 Northpark Dr. Fabricate. handle, install and brace this buss in accordance with DETAILS by Tnnwal, V TCA r wbod Truss Council of AmericaSadartlDesgnResponsbl0es, FWFIDLINGINSTALLINGANDBRACINGMtTALPLATECOWJECTEDWOODTRl1SSES BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 -(HiB-91) and HIB_91 SUMMARY SHEET by TPI. The Truss Plate Institute frPD is located at aanomo Drive, Madison, w,sconsin 53719. Design Spec UBC -97 TRU SPLUS 6.0 VER: T6.4.2 PheAmericanForestandPaperAssociation(AFPA)islocatedatiiiii9mStreet,NW.Ste800.Washington.DC20038. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence Truss ID: 12 Qtv: 4 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 243 3.50" 1.50' 2 1-11- 0 48 1.50 1.50" 3 1-11- 4 28 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) ' L/999IN MEM 3-4 (LIVE) L= 0.00" D= 0.00' T= 0.00" CRITICAL MEMB(((ER FORCES: (((( 33 2T0-81(D1tr2S)/ ThNS1(010.60) 0.001 1-2 1.60 / ll 1.25 0.03 BC COMP. DUR. / TENS. WR. CSI 4-0 0 1.60 % 10 1.25 0.00 HOMEWOOD ® TRUSS 4445 Northpark Dr. Colo Springs, CO 80907 TRUSPLUS, 6.0 VER: T6.4. TC 2x4 DFL #1 BC 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607 Mark all interior bearing locations. Install interior support(s) before erection Shim bearings (if needed) for req. support. PLATING BASED ON GREEN LUMBER VALUES. Plating spec ' ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) 2-02-00 2-0-0 3.25 UPLIFT REACTION(S) Support 2 -19 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean roof height = 10./8 ft, mph = 75 UBC Standard Occupancy, Dead Load = 10.8 psf 2.5-6 B2 0-10-3 WA OB R: U:-19 F t 1-4-9 SHIP B1 B W:308 :108 R:243 1_11_1:f 28 U:-71 2-0-0 2-0-0 ' 3 4' 2-02-00 2-0-0 VVAK/V/IV C7Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensionsare to be verified by the component manufacturer and/or Wilding designer prior to fabrication. The building designer must ascertain that the bads utilized on this design meet or exceed the loading Imposed by the local Wilding code and the particular application. The design assumes that the top chord is latently braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate coneslon. Fabricate, handle, install and brace this truss in accordance with 'JOINT DETAILS by Tnrswal,'ANSUTPI 1', WTCA 1' -Wood Truss Council of America Standard Design Responsibilities, W.NDJNG INSTALLING AND BRACING KETAL PLATE CONNECTED WOOD TRUSSES -(HIB -91) and'HI&91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wsconsin 53719. hhe American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 500, Washington, DC 20036. T V 14 �ea`r W Cust: Alan & Leigh Ann ]ones W0: Drive_T_0051204_L00005_100001 Dsgnr: GD #LC = 15 WT: 11# TC Live 20.00 psf DurFacs L=1.25 P=1.25 TC Dead 10.00 psf Rep Mbr Bnd 1.15 BRep Mbr Comp 1.00 C Live 0.00 psf Rep Mbr Tens 1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Design Spec UBC -97 TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/lE I /Job Name: Jones Residence Truss ID: 14 Qtv: 4 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 268 3.50" 1.50' 2 3-11-0 85 1.50 1.50" 3 1-11- 4 85 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/999 IN MEM 3-4 (LIVE) L= 0.00" D= 0.00' T= 0.00" CRITICAL MEM(ER FORCES: (( 3 1-2 -25 11u2i)/ 1(0ll h6 0.00 1-2 25 1.25 / 21 1.25 0.10 BC CU>P. WR.3/ TENS3. WR.3 CSI .13 4-0 0 1.60)% 0(0.90) 0.00 TC 2x4 DFL #1 BC 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. Mark all interior bearingg locations. Install interior supports) before erection. PLATING BASED ON GREEN LUMBER VALUES. Platingg sppec • ANSI/TPI - 1995 THIS DESIR IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) 2-02-00 2-0-0 3� 2-0-0--- I - 1 1-11-12 2-0-0 -' 3 4 UPLIFT REACTION(S) Support 2 -42 lb Support 3 -28 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean roof height = 10.'8 ft, mph = 75 UBC Standard Occupancy, Dead Load = 10.8 psf B2 MOB T R:85 U:-42 0-104 1-11-1 Il SHIP '140. 2-0-0 2-0-0 77 g Iat (' ry� o� eta s urGt �1ha�ve. a0v9�d �rn�l a C iar�fal� fram� a�tes are Itont dYas Sh f�g�b�e stud ales to with stnri lately of std e . A GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an individual building component not fuss system it has been based on specifications Provided by the component manufacturer WO: Dri ve_T_0051204_L00005_] 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dsgn CD #LC 17 WT: Dimensionsare to be %trifled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that r : = 15# HOMEbII00D the loads utilized on this design meet or emeed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly TC Live 20.00 psf Du rFaes L=1.25 P=1.2 5 attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead 10.00 psf Re Mbr Bnd 1.15 p ® TRUSS shall not be placed in any emA onment that will cause the moisture content of the wood to exceed 19% arM/or cause connector plate corrosion. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. Fabricate, handle, Install and brace this truss In accordance with •JOINT OEfAILT by Tmuswal,'ANSVTPI 1', VWR'.A 1' -Wood Truss Council of America Standard Design Responsibilities. 'K ID NG INSTALUNG BC Dead 10.00 Rep Mbr Tens 1.00 Colo Springs, CO 80907 AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' psf O.C.Spaeing 2- 0- 0 TRU 5PLUS 6.0 VER: T6.4.2 -(HIB-91) and 111B-91 SUMMARY SHEET by TPI. The Truss Plate Institute (f PO is located at 90nofrio Dore, Madison, WNsoonsin 53719. PThe American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800. Washington. DC 20039. TOTAL 40.00sf P Design Spec UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: Jones Residence Truss ID: 16 Qty: 4 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 256 3.50 1.50 TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) • W0: Drive -T00512041 -000053000q1 -- 2 5-11- 0 129 1.50" 1.50" BC 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -64 lb Support 2 -65 lb 3 1-11- 4 174 1.50" 1.50" Mark all interior bearingg locations. IF HANGERS ARE INDICATED ON THIS DRAWING, Support -74 lb Dimenslonsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mut ascertain that BRG REQUIREMENTS shown are based ONLY Install interior supports) before erection. THEY ARE BASED ON 1.5" HANGER NAILS FOR ,3 This truss s designed using the 1 on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY UBC -97 Code. HOMEbt/OOD MAX DEFLECTION (span) GIRDERS. IF 2.5' GUN NAILS ARE USED, THE Bldg Enclosed = Yes, Importance Factor = 1.00 L/999 IN MEM 3-4 (LIVE) Re Mbr Bnd p HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location - Not End Zone in L= -0.01" D= -0.01' T= -0.01" CRITICAL NEFBFR ��' Hurricane/Ocean Line = No Exp Category = C TC QXAP. WR. / TF1JS. lit CSI shall not be paced any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Ll Live BldgLength = 40.00 ft Bid Width = 30.00 9 ft, ft 1-z 45 l.zs / 33 1.2s 0.24 4445 Northpark Dr. Mean roofheight = 10.'18 mph = 75 BC Dead 2-0 -1 1.25 / 1 1.60 0.00 Rep Mbr Tens UBC Standard Occupancy, Dead Load = 10.8 psf BC COMP. WR. / TENS. CSI psf O.C.Spacing 3-4 0 1.60 / 59 1.60 0.28 11 -(HIB-91) and 1118.91 SUMMARY SHEET by TPI. The Thus Plate Institute (rPQ Is located at nDnofdo Drive, Madison, Wisconsin 53719. 4-0 0 1.60 / 0 1.25 0.00 Design Spec UBC -97 TRUSPLUS 6.0 VER: T6. 4. 2prheanetcanForestandPaperAssociation(AFPA)Islocatedat111119th street, NW, Ste 800,Washington, DC20036. 1-11-3 T 0-3-12 2-02-00 2-0-0 1 2 3.25 2-0-0 2-0-0 4 t 3 22 -ate 2-0-o „S 5 e1g.ihowrtag l.f. i. B2 W:108 R:129 U:-65 2-5-9 0-110-4 SHIP 1 P, 2007 VIX. WAK/V/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is for an individual building component not thus system It has been based on specifications provided by the component manufacturer W0: Drive -T00512041 -000053000q1 -- ® and and done In accordance with the anent verslons of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. DS n r • GD #LC = 17 WT • 19# Dimenslonsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mut ascertain that g TC Live 20.00 psf Dur Fac s L=1.2 5 P=1.2 5 HOMEbt/OOD the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design aswrtres that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead, 10.00 psf Re Mbr Bnd p 1.15 in Rep Mbr Comp 1.00 ® TRUSS shall not be paced any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Ll Live 0.00 psf 4445 Northpark Dr. Fabricate, handle, Install and brace thistnusinaccordancewithvaNTDErAlLSbyTruswal.•ANSVTPI1',mcAruaodTrussCouncil BC Dead 10.00 Rep Mbr Tens 1.00 Colo Springs, CO 80907 of AmericaStandadDesignResponsibilities,H/WDLINGINSTALLINGANDBRACINGMETALPLATECONNECTEDVY00DTRUSSES' psf O.C.Spacing 2- 0- 0 -(HIB-91) and 1118.91 SUMMARY SHEET by TPI. The Thus Plate Institute (rPQ Is located at nDnofdo Drive, Madison, Wisconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6. 4. 2prheanetcanForestandPaperAssociation(AFPA)Islocatedat111119th street, NW, Ste 800,Washington, DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: Jones Residence BRG X -LOC REACT SIZE REQ'D TC 20 DFL #1 1 0- 1-12 233 3.50" 1.50" BC 20 DFL #1 2 1-11- 0 148 1.50 1.50 PLATE VALUES PER ICBO RESEARCH REPORT #1607 3 7-11- 4 S8 1.50" 1.50" Mark all interior bearingg locations. BRG REQUIREMENTS sham are based ONLY Install interior supports) before erection on the truss material at each bearing Shim bearings (if needed) for req. support. MAX DEFLECTION (span) • PLATING BASED ON GREEN LUMBER VALUES. L/999 IN MEM 3-4 (LIVE) L= -0.04" D= -0.04' T= -0.07" CRITICAL MIDBER FORCES: 1-2 TC COMPR6/ R.3 CI 2T2116.24 2-0 1. ( 0.00 BC COMP. WR. / TENS. Di R. CSI 3-4 0 0.90 / 16 1.60 0.23 4-0 0 1.60 / 0 1.25 0.00 T 0-10-3 ko12 2 Truss ID: J2 Plating sppec • ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 3� 8-0-0 8-00 4 UPLIFT REACTIONS) Support 1 -76 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean roof height = 10. f7 ft, mph = 75 UBC Standard Occupancy, Dead Load = 10.8 psf t 2-0-0 I 8-0-0 I 3 4 8-05 8-0-0 )-3 T fSHIP WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is for an Individual building component not truss system R. has been based on specifications provided by the component manufacturer WO: Dri ve_T_0051204_L00005_100001 ® and done in eaordanoe wtih the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. DS n r : GD #LC = 17 WT: 22# Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that g TC Live 20.00 psf Du r Facs L=1.2 5 P=1.2 5 HOMEIn/OOD the loads utilized on this design meet or e=eed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead 10.00 psf Re Mbr Bnd p 1.15 ® TRUSS shall not be placed in any environment that will cause the moisture content of the wood toe>seed19%andforcause connector plate corrosion. Rep Mbr Comp 1.00 4445 Northpark Dr. Fabricate, handle. install and brace this wssineccuudancewhh VaNTDETAILS byTrus al'ANSVTPlrw ,rCA1'-vwodrmssCoundl BC Live BC Dead 0.00 10.00 psf Rep Mbr Tens 1.00 Colo 80 Springs, CO 907 of America Standard Design Responsibilities, 4WNDUNGINSTALLING AMBRACING METAL PLATE CONNECTED V1gODTRUSSES! psf O.C.Spaeing 2- 0- 0 -(HIB-91) and 1-fl&91 SUMMARY SHEET by TPI. The Truss Plate Institute CMD is rotated at D Onofdo orne, Madison, Wisconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6. 4. 2pffieAredcanForestandPaperAssociation(AFPA)Islocatedat111119th street, NW,, Ste 800, Washington, DC 20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: Jones Residence Truss ID: J4 Qty: 4 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 351 1.50" TC 2x4 DFL #1 Plating sppec : ANSI/TPI - 1995 UPLIFT REACTIONS) • 3.50" 2 3-11-0 140 1.50" 1.50 BC 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESIQJ IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -76 lb Support -36 lb 3 7-11- 4 68 1.50" 1.50" Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS DRAWING, ,2 T This truss s designed using the BRC REQUIREMENTS shown are based ONLY Install interior support(s) before erection. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. on the truss material at each bearing Shim bearings (if needed) for req. support. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 MAX DEFLECTION (span) PLATING BASED ON GREEN LUMBER VALUES. GIRDERS. IF 2.5' GUN NAILS ARE USED, THE Truss Location = Not End Zone L/999 IN MEM 3-4 (LIVE) L= -0.06" D= -0.06' T= -0.12" HOMEWOOD HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Ex Category = C °`TC �� 10.00 psf p Bldg Length = 40.00 ft Bidg Width = 30.00 ft ' '66RER NS, (Th CSI be in Mean roof height = 10.f4 ft, mph = 75 1-2 11; 1.60 / 36(1.253 O.z9 1.00 ®TRUSS ® UBC Standard Occupancy, Dead Load = 10.8 psf 2-0 -1 1.25/ 1(1.60) 0.00 psf BC CONS. DUR. / TENS. OUR. CSI Fabricate,handle, Install and brace thistnssinaccordancewith'dgNTDETAILSbyTntswal,'AISVTPI1'.WrAV-WoodTrussCouncil BC Dead 10.00 3-4 0 1.25 / 37 1.60 0.25 Rep Mbr Tens 1.00 Colo Springs, CO 80907 4-0 0 1.25 / 0 1.25 0.00 psf T 1T 0-3-12 CIUfGEtl 11 8-0-0� e-ao 2 3� L 2-M t 8-0.0 I 3_ 4 8� 8-0-0 SHIP WAHNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an individual building component not truss system it has been based on specifications provided by the component manufacturer W0: Dri ve_T_0051204_L00005 300001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Ds GD g #LC = 17 WT 26# Dimensionsare to be verified by the componerd manufacturer ardlor building designer prior to fabrication. The building designer must ascertain that TC Live 20.00 psf Du rFacs L=1.25 P=1.25 HOMEWOOD the loads utilise on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead 10.00 psf p Rep Mbr Bnd 1.15 be in Re Mbr Com p p 1.00 ®TRUSS ® shall not placed any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector pate corrosion. BC Live 0.00 psf 4445 Northpark Dr. Fabricate,handle, Install and brace thistnssinaccordancewith'dgNTDETAILSbyTntswal,'AISVTPI1'.WrAV-WoodTrussCouncil BC Dead 10.00 Rep Mbr Tens 1.00 Colo Springs, CO 80907 of America Standard Design Responsibilities, WXXINc INSTALLING Arra BRACING METAL PLATE coNNECTI D WOOD TRUSSES psf O. C. Spaci ng 2- 0- 0 (HIB -91) and 1-iI&91 SUMMARY SHEET by TPI. The Truss Plate Institute tTPq Is located at aonomo Drive, Madison, Wisconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 VeArrericanForestandPaperAssociation(AFPA)islocatedat111119mSUM.NKSteS00,Washington,DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/18 IJob Name: Jones Residence Truss ID: A Qtv: 4 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 424 3.50" 1.50' 2 5-11- 0 172 1.50 1.50" 3 7-11- 4 83 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/931 IN MEM 3-4 (LIVE) L= -0.10" D= -0.10' T= -0.20" CRITICAL MEMBER FORCES: TC COMP. WR.)/ 1%. (D CSI 1-2 -33(1.253/ (1.253 0.43 2-0 -1(1.25 / 1(1.60 0.00 Sc CU+O'.(WR.)/ TENS.(WR.) CSI 3-4 0C(1.60))/ 58((1.60)) 0.31 4-0 / 0 1.25 0.00 TC 2x4 DFL #1 BC PLATE VALUES PERXICBOFRES#EARCH REPORT #1607. Mark all interior bearingg locations. Install interior supports) before erection. Shim bearings (if needed) for req. support. PLATING BASED ON GREEN LUMBER VALUES. Plating spec • ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) 3� 8-08 8-0-0 UPLIFT REACTIONS) Support 1 -94 lb Support 2 -68 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 40.00 ft Bidg Width = 30.00 ft Mean roof height = 10.A1 ft, mph = 75 UBC Standard Occupancy, Dead Load = 10.8 psf 62 W.108 R:172 U:-68 1-11-3 1-11-3 2.5-6 2-5-9 SHIP T to -3-12 61 83 W.308 W:108 R:424 5-11-12 R:83 U:-94 U: 0-0 8-0-0 I 3 4 8-082 8-0-0 aUM f� �S fa see fraeme a�tesere s s torus 6 (l9!?aaIQ Sh R�� �e stud es t as d)&PeXpi th stnxii al la�les or s Ie . 8/30/2005 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is for an IndhMual building cerrponerd not truss system It has been based on specifications prodded by the component manufacturer WO. Dri ve_T_0051204_L0000 5_] 00001 and done in accordance with the current oersions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dsgn r : CD #LC = 17 WT: 29# Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer frust ascenain that TC Live 20.00 psf Du r Faes L=1.25 P=1.25 HOMEWOOD the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component TC Dead 10.00 psf R2 Mbr Bnd 1.15 p TRUSS be in that the the to 19% ' Rep Mbr Comp 1.00 ® shall not placed any endronment will cause moisture cornerd of wood exceed and/or cause connector plate corrosion. Fabricate, handle. Install brace this truss InJOINTDETAILS•byrruswal,'ANSvrPIr,ren-VVwdTrusscouncil wr BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and amordancewith of America Standard Design Responsibifities, IiANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES! BC Dead 10.00 psf O.C.Spacing 2- 0- 0 {HlB-91) and"B•91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPO is located at DOnofdo Ddee, Madison, VUscensin 53719. Design Spec UBC -97 TRU SPLUS 6.0 VER: T6.4.2 eAmericanForest andPaper Association (AFPA)Islocated ati11119th street, NW, Ste 800, VVashington, DC 2DO36. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: Jones Residence BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 1-12 483 3.50 1.50' BC 2x4 DFL #1 2 7-1.1-0 213 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607 3 7-11- 4 103 1.50" 1.50" Mark all interior bearingg locations. BRG REQUIREMENTS shown are based ONLY Install interior supports) before erection on the truss material at each bearing Shim bearings (if needed) for req. support. MAX �DEFLECTION -(span):- PLATING BASED ON GREEN LUMBER VALUES. L= -0.16" D= -0.16" T= -0.32" CRTCICAL MEMSERRO/� Cust: Alan & tI NS.SSWR. CSI 2-o 1.25 511.60 0:00 -1 % BC @MP.(WR. / TFNS.(WR. 6I 3-4 0(1.603/ 79(1.603 0.47 4-0 0(1.60 / 0(1.25 0.00 Truss ID: A Plating spec • ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF " GN THE HANGERS MUST2BE RE-EVALUATED (BYAILS ARESEDOTHERS) 8-08-00 8-0-0 3.25 2 s -o -o 3 4 8-08-00 8-0-0 8 108 03 2 UPLIFT REACTION(S) lb Support 2 - 95 lb This trruss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 40.00 ft Bldg Width = 30.00 ft Mean roof height = 11.69 ft, mph = 75 UBC Standard Occupancy, Dead Load = 10.8 psf 62 W:108 R:213 U:-95 3-0-1 SHIP Ivo. J. V1L WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is for an individual building component not truss system It has been based on spetlOcatlon, provided by the component manufacturer WO' Drive—T-00512041-00005100001 ® and done in accordance with the anent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Ds n r' GD #LC = 15 WT' 33# Dimensionsare to be verified by the component manufacturer andlor building designer prior to fabrication. The building designer mat ascertain that 9 TC Live 20.00 psf Du rFaes L=1.2 5 P=1.2 5 HOMEIn/OOD the loads utilized on this design meet or exceed the loading Imposed by the Tocol building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid shearing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This Wraponerm TC Dead 10.00 psf Re Mbr Bnd p 1.15 Rep Mbr Comp 1.00 R ® TRUSS shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% ardlor cause connector plate corrosion. 'JOINT BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Fabricate, handle, install and brew this suss in accordance with DerAltis by Truswal, ANSI/TPl r. wrcA 1 WOood Truss Council BC Dead 10.00 O.C.Spaeing 2- 0- 0 Colo Springs, CO 80907 of AmericaSlandaNDesignResponsibilties, HANDUNGINSTAwNGANDBRACINGMEfALPLATECONNEC1EDwoDDTRt1SSEs psf -(HIS-91) and HI&91 SUMMARY SHEET by TPI. The Truss Plate Institute ITPg Is located at vont to Drive, Madison, Wisconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2prheAmericanForestandPaperAssociation(AFPA)isWatedat111119m Sbaet,NW Steeo9.Washirgton,Dc2o036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/18 Y+.7.n.1 •. . i•w �,{ • i+S 1. :� 9 73 'v Ai.. i Y o!ti l.,. `.. - •j. �' -<'-� .} .1"az',ry{.;�.,5< r ! ;, i'a _ .�.E.� ,.•rr. ; •r: w -X r .4.ti •:�-,•A "' -..r .r•ti i�•...._.� . �•xi-4'ti. ._. s•• t's' .+ .ii. -i. i . J '• �pN' 'rxI "�L�s.. ..y �,+C ^t.:'t�. �'i.7'.` ,,e�kn'.MAY ?.r4y?k1�. f..ti.,.i-.,.'i..`.e"e`+7�?•4a°' .w "'F .J.<3'•e£±t' r- < .,�.. y -r� '. ,t. •.. :.: _. .^.v .: t._.q ±L rk..r ixJ�ss.. Yx'rf ti+' . 'T�` . Ir,i a- '+5y A4[k`X,M •'4 i•'S��`��� l • 1 s '� T ? 7_. .� , yF ty 't t . aq$-9%-. r!' a 't :s• i �f :� ,n t �� a r ^j,^v 9 �f 3% .,..:Y..` 1� y!r„ Q ter'.. ,�y+::.s63�.^�`n• .i-�'•7+si„ds�'Fj _ _�r. ,.�i•'. z.iS.. Ey 'x;;• y :. .. '� .f. s1�.Y'�..i .[ • - ,.A�.Z-.i ^'Lh'2,. ter-. ti r r cc _n`•,.r ,�'�.�:. _y � �.:• \��- �-;'1 .. f k� mss. �:. s �-s;.:- �y.•�< .-..,� f� ^XY �'k'v:w �.f j. G'; v-.:...rv#t"'"ti'..y•a!•�.; '*.t �.E'.t._ v +v?-�t a -1.: is �^c'Y..' •Cy r,� +.� '.--w- ♦ktt (n.:'2- �/: -Of=i �'r ` ie. ...x;•�'. �. y t .a -:;se L.•.t_....•..m3; ..v r. -.d{,'5.., x �'f. ..w.- .yam"�x.rtcF'�'. Y;�.w .•w'.c' v 3'i. .a�. [ I � yr. X♦ G, �r-r+Tx.rh.K l.-.eV11'E.{.. 'Yx+u�+r1X ,.,ati.�.. s+6lu.,ss'f: �'3 �vh,�.. y'S:}�,y. �tl' •.._T++./•. � �.w^� Y'�--,�> 1�"'f i• X'•S:'tiv A 4. I;tf i .rs��1 su..�.YWd' n -max: s ::r.�:�.'ris.ra..�;•_':.,.v:wrtr':t3.:..a,r:�C�,£�:;stY,+"—,.r`F.•�a±ai.;�:ilr.--,Yx..c...�w�.s..':vt..><�"��5'�i:�s "T7 : �4 f^s"'°`ir jP; j�3�z ,., ,. ..: �' , .e y -'s :; `" p 3 , .: - � �; �, - ..•-r,,� f-�r� r3�t �+z , .ar ;n.r'... ,;Y"^ _ �e. -y� �''S• � S.r... ; �. �+¢._. /lam Yt 0 LOOMIS OFFICE O MARYSVILLE PLANT -�- 3243 Rippey Road 5033 Feather River Blvd. }H. A =IM i 0 C Loomis, SCA 95650 Marysville, CA 95901 Phone (916).,652 4655 Phone: (530) 74378855 rte• .. -, �� '�'trr'�+. ��R���~ •"`��? '•�M �._..• •_,, -. �, -. - -• ,.. Fax: (916) 652-3860 Fax: (530) 743=8856 Tr-u - ss Design • .µ Su -- ittal Designed By: Date: Technical Representative: Gary Deol December 16, 2004 Bryan Wagner * All enclosed drawings are in alpha -numerical order * Client Alan & Leigh Ann Jones Office Phone: Office Fax: Plan/Elevation: Floor System: 1 O Roof SystemJE Mork Order # 0051204 Pr01ect New Residence Sutter County, CA Site Phone: Site Contact: O Original Submittal �� O Complete Revision WE O Partial Revision: Replaces individual drawings' O Addition: Add to Original Submittal LUMBER SPECIFICATIONS: SHEATHING ON ONE FACE REQ. 2X4 #2 DF—L CHORDS SHEAR DESIGN BY OTHERS 2X4 STD. DF—L STUDS 16-14-10 OR 20-10-10 PSF. LOADING CU10V .T FOR era 70 MPH WIND LOADING -OFF STUD' FOR CABLE ASSEMBLY GREATER THAN 5'-10" IN HEICHT C`1_ SEE CE -2. ADD-ON SAME SIZE -AND 0 VARIES 3- S CRADE AS TOP CHORD V11TH 16d NAILS AT 12" O.C. ADD ON SPLICE TO OCCUR AT PANEL POINTS WIlN - CLUSTERS 2-16d NAILS HORIZ. VENT MEMBERS NOT REQUIRED 1.5-3 OHF_ SIDE AND (2) 14 CA 2" STAPLES ON OTHER SIDE OR {5) 2" 16 Co. STAPLES A UP TO 24•• O.C. DEVEL-CABLE END FRAIdE 2X4 DIAGONAL BRACE AT CENTERLINE OR AT 16* -0- U.C. MINIMUM BRACING DETAILS — SEE STRUCTURAL DRAriINCS FOR ADDITIONAL REQUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS 01.1 THIS PAGE ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTILIZED WITH OUT THE BUILDING DESIGNERS APPROVAL. a x. CABLE END DETAILS CUTOUT FOR 2X4 -ON STUD I I OUTLOOKER DETAILS 3-5 MIN. PLATE AS OPTIONAL CANTILEVER LIP TO 48•• WITH STUD C W UP TO 24" NO CHANGE CABLE END FRAME 16d AT 24" 0 R.,?115`c.-�'Sj1��5TLE\ :��• 7 SE -CTI Orel A 1Ed NAILS NAL ERACE AT RLINE OR AT O. C. 0 Optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING 5=3-4 S=3-4 onnector plates shown are for example only. See actual truss design for required plate sizes and orientatit Structural gable trusses will generally have diagonal and vertical members other that those shown above. END (FACE) VIEW is I Ineering dard Max. 12' eave unless noted on drawing. Gable End Truss whaler) brace along back ce of gable, braced with or- 45 degree diagonal c_ (typ J braced to roof ieathing as shown. •DWG# -0002065035 Solid block between trusses for nailing of diagonal brace, attached to sheathing and truss each end, typ. Truss spacings per designs. WALU BEARING SUPPORT ' + Indicates stud members that require bracing[ SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE L/D LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING 7X01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. •`,�;"�' � NES rylFy J 4 82 12/31 /OP 8r DATE: 320/2002 �f CIVIL \P REF: GBA JFOF CAWFpP DES: L.M. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION , ►`' SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® •r DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT S_'_'ASVWEPjW APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. •`,�;"�' � NES rylFy J 4 82 12/31 /OP 8r DATE: 320/2002 �f CIVIL \P REF: GBA JFOF CAWFpP DES: L.M. PEAK PLATE: 3-4 (2x4) 5.5 (2x61 6-6 (2x81 SC SPLICE; 3-4 12x4) 6-512x8) 6-6 12081 A MAXIMUM 40 PSF LIVE LOAD. DO MPH WIND EXPOSURE C. LESS THAN 20'-0' WALL HEIGHT MAXIMUM 1'-O' EAVE WITH 6'-0' MAXIMUM BLOCKS "@ 32'o.c. OR 2'-0' EAVE, BRACE SPACING MAXIMUM, WITH 4x2 /2 OR BTR. OUTLOOKERS CUT INTO GABLE 0 32'o.c. 2x4 /2 MINIMUM CONTINUOUS STRONGBACK BRACED TO ROOF STRUCTURE AT 6'-0' MAXIMUM. MINIMUM GRADE CHORDS AND STRONGBACK AT; - 2x4 STRONGBACK BRACED 4'-10' CLEASPAN. 70 MPH AT EVERY 6'-0' MAXIMUM 1.5-3, TYPICAL 4'-1.5'CLEARSPAN, 80 MPH - CONNE6TION \ 4 vJ STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. R()VES p Q N.9 CING DETAILS ��Q��y �• M E �Fti 60 Q No. C4 m Cr_ EXP. 12/ 1 _V HEEL PLATE: 3-4 (2x4) \ 5-5 (2x6) 6.6 (2X8) BRACE WALL BRACING PER BU: DESIGNER. CONTINUOUS BEARING WALL I I I I �- 2x4 CONTINUOUS -BACKING WITH 16d NAILS AT 2.4' ox. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REOUInEMENTS SHOWN) 2x4 SOLID BLOCK WITH 3•16d NAILSCABLE STUD SHEATHING TO CABLE F.A. END AND ed NAILS FROM SHEATHING Bd AT B' ox, TRUSS, Bd AT 6' ox, TO BLOCK AT 6'o.c. I i r 1.16d 16d AT 24" Al y 2-16d'— 16d 1 Y.' NOTCH * 32' o.c. l SOLID BLOCK �\ AT WITH 2.18d TOE- 24'o.c. ' 2.1Od 2x4 BnACE NAILED EA. END '2.16d I 1 ' WITH 4.16d NAItS 0, *I'AGIfJ('i UAI E --- p C \FO WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. UBC CONTINUOUS 2/11/99 u.n da..,l , u "1 11ouamn„n cahons ilro.rlud by the coponni manr•- g cnn,pam n has omen hAsud on apoc,hmn ulactwor and do Oil lyiu;e w.lh Ina Lurlunl vdraKma ul IPI and AFPA dtia,gn standards. No rv.ponarbNuy tsassumed Im Uimonalonat s•"wacy. Urn Msiort: w to bu vnul.,yl by it.., ,:i,np, n m nmm,la Clw or anil.'or I, Idaig ,lus,dnw prmr In Iain Ahon Thl, budding design,,, snag a:ecmmn Ina! Ino -.,Ic uo1�tnA un Iles .Imgn ,,,cul ur mCnw) Thu hwdmU mipwud by Ill. Intal budding WUo. It is essumet) that the lop Chow Is lalaialty Dta,: J by L,. �� uul br Opur SbnA lung ami pie oU110n� Churl ❑ glorally briCBU by a Hold sheallu„g rnalonal Wrnct.'y attached. unlnss othu,Mse notal eraem ,-av__, �'a� WAS is hu Lalm.1 wppnq la .,rnpunw,ls ruulubnrs (wiN to ,Medi huCNuig leugll,. This Cnint—onl mall not be pi4eml m arty Oil— mon: c,- w u Cause Ina m—tu,a Conlan) W Ina wood a.c"d 191 FabnWa. GABLE DETAILS J I 1NUSWAL SYSIEAAS CCXWCVAfIUN AACL-or Uluss Connvaor pinta corrovon. nano. instill and bm" this 1N53 r•.' e,:lw,Ienre wall ti,. IWlowmg slarvlarda 'TnUSCOM MANUAL' Ity, T/llawat. OUALlry CONTROL STANDARD rOn METAL RATE CONNECTF: 1V000 MISSES' 1031-86). •HANDLING INSTALLING AND aRAGNG METAL PLATE CONNECTED WOOD TRUSSES' • (MIU-91) anN d -HtU :11M1JAIty Strte s' by rfn The bull PW Institute ITP)) ,s klralud a1 583 DOnolrlo D -o. Mad.hl 1. Wi-consel 53719. TM Am.,rw-in Fr csl an ' CO Pap., Aasoeul.. (AFPA) ,s W -Cad 41 1250 C lnnernae Ave. NW. Ste 200. Wunmgton, DC 20038. J. lt, • [.. .i,. (tp� 'r .. _ '�eK "A" -�.}-�„-"i,X,:µ.=.�y Hi?'.: "t+.. -i ,.. .r. S'; .a.:,a'•.'" �_� .;?-r:•1j :-,v, . ..i .:.a. .a:x Z�'2+-,-+r.-`.c;. {.-.•,` •. r.6{'... -. ...,,. .o e¢�?%'^-,•.• ^. ..1�^`,:.. +r'"Y `i_'t .s.•� :. ,' +w:.:Y,:t. .,r t.�,. �4+ t• a _ .n�y fr.• 1,.. '-Y „ted - t"ra+.•.. '+- ..:s.,d .fWa- x.. � a..: ..� r - .(. ".' .fj'.., ..... 4.� '•i,•e . Ti"i':4+.. , f_ �-es....F1.s.�. Y.,r. .;'u_ .•; • 4�"-:.�:. •:-. .• r' . Y.. •,r G+�,1:f . ..t..-, ..ls-;..Y.}:`:'vz•`, Tsr-:�v. r.`r.. ttea^.it:+.W-, .�1 :?N'-✓`�•,: ..-f .. <; _ ;`t��e •.sv>,a r�`•.ro.yY� r tL1f.�,.`l,{,i. ';: y�`. ri.- ..t .•�P^,:s�s+a..'ra. l� " +Yi'.-.,t.,'F1x-i�`�.':'•."iy}-... r,.sa.4a�r?i- .'-�P'e� -}:.:z.t.•,ay;'c,�.,3 ; •.z.��r:fi'i�:'i, c;`,�,Y.''a{+ �`' st.-�+ ktc-'�ai�:..,;'"a�L�..?. X�1'" p rte_`,F.r.Y... `II'u s V36 i36 ('i1 -. i �+i�4nh '^ , . _ ... _. ^e, �,. �- � � n'..x#,.!r.� ➢ }-3..._f..� '�? y.. j } r n JET �, �l � i' �+�i .ti sv � �t e - .- x . k r ..-.._'�t^ .'�£.�'>at�..a..�:•..rs. s•` ,z: hif;"K.a �,: zcr.�.. tom.. -._.s, a� �'�..: .. END'JACK�STANDARDIDETAILSf(CALIFORNIA ST„YLE)” LUMBER REQUIREMENTS:. JACK TOP_C_HO_RD 2X4; #2 OR BETTER DF -L, #1/#2 OR BETTER CAN S -P -F, #1 OR BETTER S -P -F;#2 OR_BET_TER_HEM-FIR,'OR 1650F.M_SR ANY SPECIE TRUSS PLATES AND LUMBER JACK SOT�CHORD: 2X4; #2 OR BETTER'A_NY SPECIE, OR 165OF MSR ANY SPECIE AS SHOWN, OR PER OPTIONAL EXTENSION CORNER RAFTER:.•2X6; SELECTySTRUCTUR4L ANY SPECIE; OR 1650E MSR ANY INDIVIDUAL TRUSS DESIGNS. i - SPECIE,gOR DOUG (STACKED) 2X4 PER OTHER STANDARD DETAILS. 3-4 I TOP,CHORD LENGTH MRY,FROM 6" MINIMUMTO8�-0 MAXIMUM, WITH j EXTENSIONS�SUPPORTED AT,48',O.C..MAXIMUM BEYOND. ' !J A -TOP CHORD MAY BE SPLICED'AS'SHOWN, ABOVE THE HIP GIRDER ONLY! (3-4 ALT.) 2 -6 -BOTTOM CHORD LENGTH MAY VARY FROM 6" MINIMUM TO 8'-0" MAXIMUM. HIP GIRDER CHORDS -DO NOT SPLICE THE BOTTOM CHORD. B -TOP CHORD PITCH MAY VARY FROM 4/12 MINIMUM TO 8/12 MAXIMUM. -BOTTOM CHORD PITCH MUST BE FLAT (0/12). -THIS DETAIL APPLIES TO 45 DEGREE HIPSET JACKS AND CORNER RAFTERS ONLY! CONNECTION DETAIL "A" CONNECTION DETAIL "B" CONNECTION DETAIL "C" 1 -PLY OR MORE GIRDER (TOP CHORD TO HIP GIRDER) (BOT CHORD TO HIP GIRDER) (TOP CHORD TO RAFTER) B B B C A JACK TOP CHORD i RUNS OVER GIRDER JACK TOP CHORD TOP CHORD. MUST BE SINGLE BEVELED OR 7 B 8 DOUBLE BEVELED C 10d or 16d 7NAILS, THROUGH (2) 10d or 16d NAILS, (2) 10d or 16d NAILS, EACH JACK T.C. INTO RAFTER, THROUGH JACK T.C. INTO THROUGH JACK B.C. INTO TOE -NAILED, PER SCHEDULE C GIRDER TOP CHORD, TOE- GIRDER BOT CHORD, TOE- BELOW, OR ADEQUATE RAFTER NAILED, OR ADEQUATE NAILED, OR ADEQUATE MECHANICAL HANGER PER MECHANICAL HANGER PER MECHANICAL HANGER MANUF. CATALOG. MANUF. CATALOG- 'PER MANUF.• CATALOG. NAILING REQUIRED: C 2'-0" 8 4'-0" JACK T.C. (2) NAILS NOTE: IF 2'-0" SIDE JACK BOTTOM CHORDS ARE USED (INSTEAD T-0" JACK T.C. (3) NAIL OF WEDGES AT THE WALL), THEY MAY BE ATTACHED TO THE 8'-0" JACK (ONE FACE OF BOTTOM CHORD OF THE FIRST END JACK AS PER DETAIL "B". - RAFTER ONLY) (4) NAILS TC Live 16.00 psf Durfacs L"1.25 P-125 DESIGNED FOR 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. TC Dead 14.00 psf Rep Mbr Bnd 1.15 PLATES 8 NAILS DESIGNED FOR GREEN LUMBER VALUES. BC Live 0.00 psf ' O.C.Spacing 2.0- 0 WIND LOADED FOR 75 MPH, EXPOSURE -C-, MAXIMUM. BC Dead 10.00 psf Design Spec UBC -97 NO POINT LOADS, MECHANICAL UNITS, HVAC, SPRINKLERS, OR OTHER IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ITEMS CAUSING ADDITIONAL LOADS ON THE STANDARD JACKS IS TOTAL 40.00 psf OEFL RATIO: L240 TC: LN80 ALLOWED, WITHOUT SPECIAL DESIGN. �-�QROFESS/CN q rj Q. _W y __j N . C 82 Z7 �{ xp. 12. 1/02 CNI OF CA0f REF: EJ -1 THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. ITIS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS T THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT NZMdNg i►�ISVSTEMS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY_ �-�QROFESS/CN q rj Q. _W y __j N . C 82 Z7 �{ xp. 12. 1/02 CNI OF CA0f REF: EJ -1 STANDARD PRESSURE'.BLOCKINGVETAIL ` END VIEW rIRCJJUnC DLUIrn CVGfI l v 1 nG1♦ v„�v USE (6) 10d BOX NAILS PER BLOCK AS SHOWN, TWO NAILS PLACED AT 4" FROM EACH END OF BLOCK, AND TWO NAILS EVENLY SPACED IN THE CENTER OF THE BLOCK. MAXIMUM SUPPORT REACTIONS', LBS. PER JACK TRUSS BLOCK: , 2X4 2 BOX NAILS TO BLOCK 2X6 3 BOX NAILS TO BLOCK DURATION: 1.00 1.15 1.25 1.00 1.15 1.25 SPINE 132 152 152 198 228. 248 DF -L 112 129 140 168 193 210 HEM -FIR 105 121 131 158 182 198 S -P -F 90 104 113 135 155 169 'REACTIONS ARE EITHER UPWARD OR DOWNWARD. #; �:-.r.✓'�w-.r.. _-: �4 sE' y,�d.-_ .iia.: BOTTOM CHORD OF HIP GIRDER SIDE VIEW 1 OR MORE PLY HIP GIRDER TRUSS END OF PRESSURE BLOCK JACK BOTTOM CHORD 0 USE (2) 10d BOX NAILS THROUGH BOTTOM CHORD OF END JACK INTO END OF PRESSURE BLOCK FOR 2X4, USE (3) 10d BOX NAILS FOR 2X6 LUMBER. SEE TABLE AT LEFT. DATE: REF: PBLK-1 THIS Ut 1 AIL IJ YKUVWtU AJ A SUbuCJ I CU.IULU I IUR IU Inc NrrLIW%UUR A g SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAILTRuS-W, IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT S_/—�-`'' SIVSMSOM APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. SIDE VIEW 1 OR MORE PLY HIP GIRDER TRUSS END OF PRESSURE BLOCK JACK BOTTOM CHORD 0 USE (2) 10d BOX NAILS THROUGH BOTTOM CHORD OF END JACK INTO END OF PRESSURE BLOCK FOR 2X4, USE (3) 10d BOX NAILS FOR 2X6 LUMBER. SEE TABLE AT LEFT. DATE: REF: PBLK-1 .. �t ys•�-o:a. ,`.. .: •i rr��:.�....:.--._S_ tea.:.-• _ c 1 ,.' .. . 'y.. ,r �,�'k" M :f. a:.. �. 1� .ire:": ir+. .E.. � _ n ,caws _ Dame:..: .� "°; ,�- -):xc 1�,f. "F..�x�`a ._�r:>r-2.Tn�ssklftAPTERtQty1Dnv�: 9 5 1T BFiGXtDCRE':`f"•IERBi'DTOP`[ti7RDZ�i�1` �Ll�'S`PcSiiaw:Jr"�>''PLATE1V;tF',ERIC60?RESEMCIIREPORT it/1607�- > 0-j 2- 8n s r'.' ;95'� 1:50 , PlJ1TI1T BIISFD CN UMER VALUES: F Pef�Hle>. 1f1g ''S'.IeQUII�}(�a0i11C(S);i0 W D1 LtPlf-�Lir(nuc Ick RP f x 2�11� 5-14 flu 00' 1.50' +.'�z -r r trTuration}t Lin kaSee HIB -9l rand TC Ver t; 00:0, 0 225:3 1tr 3 1 65 ', �r<r s i. I TPI.1-1995 ,13:4 5 and `10 3 4 6zri. • Tt}Vert 46 0 10-`3-:1' 46.0 11= 8- 8 b5 T1 100 . ' ? ; BC' Vert' 0 `-3; o-` o-• 0 4.9. 10- 3- 1 .00 SC Vert 1.0 10-.3:- 1 1.0 11-8-8 .00 g i—O t 0 /%�2AFT�2- �— Dl2•- �-S d�U . C1�12n1 �/2 7 `T � 1 cS � � . 1 o- in oLOca3' o- a s TO P G#•i � L0A-D_j� M O U3,, 41/Z 2 11-4-8 4 11-4-8 U P _C)Z ST/>rA/ A �°rlZ� P=T 11-4-8 11-4-8 2 zx�i #-t- F, 02 exc_:�7T5P— _ s SP 3-1 . S 4-0-8 %2l t 3-6-0 ¢8-3 -' ,� l O(L &AUT X12 . SHIP -,V CI✓VUQ`� OT ,616 7V -L'55) 10-9-13 Zx 1 #Z F>!- 00— 61:7TeZ- 5 � PPoR-T QPpFfSS/vb�`\ �tio �, • ;� ECD oui SS 2-9-15 t X2-0-0 t Vr4RsF� t 11-7-6 t * Xp 12/31/96 3 q 114-8 V1 114-8 q OFtrA1� /98 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). Scale: 9/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TSF: 30.0 u0: LLM10 ® This dealga to for an individual building compooeot. It has been based on specifications provided by the component marwfacturcr and done in Chk: Customer Name: ������� accordance with the one nt versions rc TPI and AFPA design abrJer prior t ab resion. T ity V assumed for r shall s dimensional accuracy. Dimensions rare b be verified by the component mamhfxturer and/or building designer prior to fabrication. The building designer stall ascertain that the leada utilized on Dsgnr: NLC = 0 this design meet or exceed The leading Imposed by the local building code. It is assumed that die kV chord is laterally braced by the roof or floor TC Live 30.0 psf DurFaes L=1.15 F=1.15 SYSTEMS and the bottom chord is laterally braced by a rigid sheathing natorssl directly attached, unless otherwise anted. Bracing shown L for lateral support support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 16.0 psf Rep Mbr Bnd 1.00 content of the wood exceed 19% and/or cause connector plate ean=ion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY BC Live psf 0. C 5paei ng 2- 0— 0 1145 Northprk Dr., Colo'Sprioas, CO 80907 standards: MANUAL', by Truism], CONTROL STANDARD FOR harrAt. PLATI; CONNECTED WOOD TRUSSE S' - .0 . (QST -88), 'EIANDLINO INSTAUJNO AND BRACING METAL PLATE CONNECrPD WOOD TRUSSES' - (1110-91) and 'FIIB-91 SUMMARY BC Dead 1.0 psf Design Spec UBC -94 Tp5.0 Version 01.12.98 SIIPET' by TPI. The Truss Plato Instituto (TPI) Is looted at 587 D'Onnfrio Drive, Madison• Wieconin 53719. Tiro American Forest and Paper o Assoclatinn (APPA) is toted at 1230 Connecdcut Ave, NW, Ste 21x), Wa.hingtmt, DC. 7(x116. ® TOTAL 47.0 psf Def, Criteria: L/240 MINIMUM GRADC OF LUMUFR SIIALL BE: Construction Grade ilem-F Ir or Doug -Fir I w�'N_1 VALLEY SCIIFDULF CC 2x61 or. A - 0" to 41-0" B - 41-1" to 81-0" /'i,4'r..11t1rrd C - 81-1" to 121-0" ' D - 121-1" to 161-0" C - 161-1" to 201-0" Up l0 6' U' F - 201-1" to 241-0" G - 241-111 to 281-0" HEEL NOT REOUIRED TO,END OVER TRUSS' T-34 LOADING DIAGRAM LL+DL/Root 37 psf T�JI " . R-1,60. T-31 Note: 151 Increase in allowable unit stresses used for short duration Up l0 16'-0". loading. 11-3.2x4.5, T-44 1.6x3, T-31 It -1. R-1. 6x3, T-31 11-2.4x4.5. T-34 Up tc� 30'-0" 10-.5-93 File No. Valley Detuils Date: 10/31/72 R -3/I0/81, RB Ref: s Des. -BY: UtiCk.BY: ME 4 82 m TYPICAL U1 -TAILS I"Olt S11UIt PAIJUICATI{1) VALLEYS TOP CHORD OF TRUSS TO BE SHEETEE LATERALLY BRACED PER TRUSS DESIC ANDER VALLEY FRAMING BY OTHERS. 2:( 4 Valley Membe R -1.6x3, T-31 2y'e.C, MAX. 2x3 MIN Top Chord .nf Trust# t PLAN (Typical Ern:II111 ) Cut to M20:1. slope of rout In N Q qtt. Bottom Churd of Volley Truss tMJ1+1A1 COM1ttCT01y 1 R1.T,n I ►�+.P.rI 14 .�/ 111.. ,, pMw.1 ww n.r w.•.IY.�/IN1 .. t.,u..' 04tH 0401CAr1 But OW 1gA11 w M,CMC1. .lr.4M1...w...1 w,.lr'.41-by I_^..I,.w.tI wt/./.t0", 1!".. IM,.4 r. w Y„ W11191: Lu•r.1w,-.Y,�,u.lte.t.,1 •. ws.. IOl.gwf..4r I" /,A. -A 1 11 rn., o- M...W. Sr• try r..w r. o,~ I r . r . IS". t5" ....I.M. r. w M. r ..W4~ -,-..M- t.., A - I f" M trosNa of I.•• 'Art 4. N.o/ 9 $= sem.[+ -v M n- M rM N M.. W-./ I1", -0-10sw.. 11 p . WO w. Al w...... 10 1. ml r,opma: PI -1" b. I.A.W.41r}11• .4 M. vowed 0O g"-, Co —P. S. ✓.IY M.... -M MN tt. rrr...4 A.L-IC 10 An ed I. TRUISM. a sgrode cor } r` • 3 ..:'wxeG *t +' Y..'M�vi \ , i• 74. MINIMUM GRADC OF LUMUFR SIIALL BE: Construction Grade ilem-F Ir or Doug -Fir I w�'N_1 VALLEY SCIIFDULF CC 2x61 or. A - 0" to 41-0" B - 41-1" to 81-0" /'i,4'r..11t1rrd C - 81-1" to 121-0" ' D - 121-1" to 161-0" C - 161-1" to 201-0" Up l0 6' U' F - 201-1" to 241-0" G - 241-111 to 281-0" HEEL NOT REOUIRED TO,END OVER TRUSS' T-34 LOADING DIAGRAM LL+DL/Root 37 psf T�JI " . R-1,60. T-31 Note: 151 Increase in allowable unit stresses used for short duration Up l0 16'-0". loading. 11-3.2x4.5, T-44 1.6x3, T-31 It -1. R-1. 6x3, T-31 11-2.4x4.5. T-34 Up tc� 30'-0" 10-.5-93 File No. Valley Detuils Date: 10/31/72 R -3/I0/81, RB Ref: s Des. -BY: UtiCk.BY: ME 4 82 m TYPICAL U1 -TAILS I"Olt S11UIt PAIJUICATI{1) VALLEYS TOP CHORD OF TRUSS TO BE SHEETEE LATERALLY BRACED PER TRUSS DESIC ANDER VALLEY FRAMING BY OTHERS. 2:( 4 Valley Membe R -1.6x3, T-31 2y'e.C, MAX. 2x3 MIN Top Chord .nf Trust# t PLAN (Typical Ern:II111 ) Cut to M20:1. slope of rout In N Q qtt. Bottom Churd of Volley Truss tMJ1+1A1 COM1ttCT01y 1 R1.T,n I ►�+.P.rI 14 .�/ 111.. ,, pMw.1 ww n.r w.•.IY.�/IN1 .. t.,u..' 04tH 0401CAr1 But OW 1gA11 w M,CMC1. .lr.4M1...w...1 w,.lr'.41-by I_^..I,.w.tI wt/./.t0", 1!".. IM,.4 r. w Y„ W11191: Lu•r.1w,-.Y,�,u.lte.t.,1 •. ws.. IOl.gwf..4r I" /,A. -A 1 11 rn., o- M...W. Sr• try r..w r. o,~ I r . r . IS". t5" ....I.M. r. w M. r ..W4~ -,-..M- t.., A - I f" M trosNa of I.•• 'Art 4. N.o/ 9 $= sem.[+ -v M n- M rM N M.. W-./ I1", -0-10sw.. 11 p . WO w. Al w...... 10 1. ml r,opma: PI -1" b. I.A.W.41r}11• .4 M. vowed 0O g"-, Co —P. S. ✓.IY M.... -M MN tt. rrr...4 A.L-IC 10 An ed I. TRUISM. a sgrode cor 4050 1630 1630 24" . REQUIRES 2X4 BRACE WHEN VERTICAL EXCEEDS -5'-0" 2 BRACES AT 10'-0" ETC. PIGGYBACK DETAI (2) 16d TOENAIL PIGGYBACK CONT. 2X4 3 1 SUPPORT TRUSS /2"X8"X1/2" PLYWOD GUSSET AT EACH END OF TRUSS (AND 6'-0" O.C. FOR SPANS 36' AND LARGER) ATTACH WITH (4) 1.5" 72" O.C. TYP. V LONG 8d NAILS. USE 2X4 AS AN ALTERNATE WITH (4) 16d EACH END. 1630 P3260 1630 12 Q5 1630 1630 SP 3260. 1.5X3 2X4'CONTIN000S SUPPORT BRACING. ATTACH TO THE TOP SIDE OF TOP CHORD OF TRUSS SUPPORTING PIGGYBACKS WITH (2) 10d NAILS QPOF SlpALTERNATE SHOULDER DETAIL No. 4 82 rn a Exp 12/ 1106 - P B \\s�:_ ! V 1\- a��' f 1 TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 C001003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations.of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1x or 2x member (attached to theatop or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1 2 3. A 1x4 or 2x4 structurally graded "T" brace may be nailed .flat to the edge of the member (up to 2x6 web members only) with..10d-common or box nails at 8" o.c. if only one brace is required, or may be'nailed to both edges of the member if two braces are required. The: "T" brace must extend a minimum of 90% of the member's length.. For 2x8 and larger web members, bracing must be done per building designer, or A scab (add-on) of the same size' and structural gradeaas the ..member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scabs) must extend a minimum of 90% of the members length. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building.designer. 1. EXAMPLES 2. X 90% L 90% L Please contact a Truswal engineer if there are any questio c:\msofficek\vihword\brace-new.let k' -z. .r _ nit• L " .. - -. k". .4 -sN�> z. k!'s, - x ,� t .L :A« '� � v`�t.:- k 5 IV Job N a Jones Residence{. "' - �, Truss'ID CARE ' �Q "4 - . PRG " • X LOC."REACT SIZE •REQ'D _-TC 2x4 DFL #1 Platingg sppeec: {1NSI/TPI°` 1995 1 0- 5-12 r 145 3:50 1.50" BC _ UPLIFT�REACTION(S) 2x4 DFL #1 THIS DESI(N IS THE COMPOSITE RESULT OF 2 3 0-10 14S 3.50"' 1:50' PLATE VALUES PER ICBG RESEARCH REPORT #1607. MULTIPLE LOAD CASES - BRG REQUIREMENTS sham are based ONLY PLATING BASED ON GREEN LUMBER VALUES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support' 1 -31 lb Support 2 -31 lb on the truss material at each bearing THEY ARE -BASED ON 1.5" HANGER NAILS FOR This truss is designed using the UBC -97 Code. W ,DEFL.ECTION (span) 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY L/999 IN MEM 4-5 (LIVE) BldgEnclosed = Yes, I np Factor = 1.00 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE IR 00u00 = D= 0.00' T. 0:00" HANGERS MUST BE RE-EVALUATED (BY OTHERS). OttI Opv wR.ltrb. Trus Location = Not End Zone Hurricane/Ocean Line = No Exp Category = C Bldg Length c I - -f�'151)�% 27 i:�8)� 811, ft Bldg Width = 30.00 ft height UBC Standard Occupancy,}Dead Load == 10.8 psf 4-�f iC°i 666)% "'is 1.3#) 0.03 1 9� 1 9 3E� I 1-9-31-9-3 I I I 1 2 3 7.00 -7.00 2.5-4 1-0-8 2-4 2-4 1-0-8 SHIP 0-8-7 0-0-2 0-0-2 0-44 0-4-0 l Q J I 61 4 5 82 W:308 W:308 3.6-6 O. 2 _I R:145 R:145 3�b1 U:-31 U:-31 J In , 2 07 Vl%- I .. T ems Iates 20 tagess "1gWARNING• 18 '1i' 20 ils Remi •Shrtt Coded es false trams es are as s7iowriaCb�e. stud es to aJbid' wilh es W le . Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones ®tidral s design is for an inNAft corrponent not toss system It has been hosed on spedfirstions provided by Mp e aonment marutaCurer WO: Drive_T_0051204_L00005_)00001 ®This addominamodwmwuhdtaaaretwsiaraofTPlawAFPAdmwstarCa' Wresper�ybnameWfordanWanalemracr amermor ere to be verified by the mnpment mmffactim awn« WWI; desgw prior to faWxelim The bMing designer resat esmmin that Dsg n r : GO #LC = 30 WT: 12# ft le eft -- an this design moot or =eed the Im6ng h,posed by the locel Immm code aw Me paNadar application. The design assumes - TC Live 20.00 psf DurFacs L=1.25 P=1.25 HOMEWOOD that the topdoNisheleranybytheradoreoorste�rirgewdebottomUomis kte 9ytraoeaMa� nmtedaldrealy ® TRUSS Amdmd, urdm otherwise noted Smong shown is for lateral support of mrpments rrrfreas dry m emotes t>t,dmarg length Tris a shell not beplaced inanYerwi'onnent thel will couse U* nXisture content otthe toeuem19%melormiaeooneota TC Dead 10.00 psf Rep Mbr B n d 1.1s Rep Mbr Comp 1.00 wood plate corrosion . FaWMe•hand& BC Live 0.00 psf 4445 Northpark Dr. �ll8Wbraw�UmIaomnj =ith•IowDUatseynnsd.,ANwMI,•wrcAv4modTnsscomw Rep Mbr Tens 1.00 Colo Springs, CO 80907 ofAmericeStaAardDesign msponsiumues. rw'nuNClNSTALUNcAND MACINGWrALRATE corrtr_cT MOD TRMW BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 {HIB -91) and wmi S A&,Aw 9-EEr by TPI. The Tnw Pule lrsume (TPI) is looted at DY]o Drty% M3&sm Vftoonsin 53719. Design Spec UBC -97 frh, Ailed. Forest aw P.W Assodahan(AFPA) Is loaned a1Ill 119m Street M. Ste 9W VW*Vton• DC 20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 zX.x .. y: Job1Nim J1[b - 3:50" 3.50" are t at eat -0.10%- D= -0.10" T= -0.19" =CAL M043U FORCES: TC OOIw. / • 7F15. WR. CSI 1-2 -2100il 1.25 / 354 1.60 0.52 2-3 . -15371.25 / 33335 1.60 Hurricane/Ocean Line - No -'Exp -Category - C Bldg Length --'40.00 ft r.Bidg 4fidth = 30.00 ft height-, 4 5 Mean roof 14.16 ft, mph 75 % 1.60 p0.51 5-6 -1u5301.25 -2101.25 / 333 354. 1.60 0.51 0.52 BC coT. R. / TENS: N1R. 6I 7-8 -324 1.60 / 6 1.25 0.44 B-9 9-10 -325 1.60 / -141 1.60 / :25 .44 r12 3 1.25 8.36 D-]1 -325 1:60 / ll34 1.25 0.44 1-12 -324 1.60 / 1737 1.25 0.44 ae COMP.(DUR.)/ TENS. OUR. CSI 2-8 2-9 / -590 1.25 / 259 1.2S 0.11 214 1.60 0.28 3-9 51 1.60 / 413 1.25 0.17 3-70 -346 1.60 / 349 1.60 0.49 4-10 -47 1.60 / 415 1.25 0.17 5-10 -594 1.25 / 217 1.60 0.28 S-11 / 261 1.25 0.11 asidence z s Truss ID: E1- 2x4 '.DFL•'#lr - .BC. J 2x4',DFL #1 WEB 2x4+,DFL STANDARD 'Web biacin`g. - uired'ai.each�lo;2Vion sh`c ®•.See, standard�etai1st((7777((01087001-001,rev Platingg�sppeecc •'ANSI/TPI� 1995 VLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS'D ESIGf4•IS THE COMPOSITE � RESULT OF Ing Loaded .for 10 PSF non -concurrent BCLL. MULTIPLE LOAD CASES. Drainage must be pprovided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. IF HANGERS•ARE INDICATED ON THIS DRAWING, This truss is designed using the THEY ARE BASED ON 1.5"•HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY UBC -97 -Code. Bldg -Enclosed - Yes, Iltportance Factor = 1.00 GIRDERS: IF 2.5 -GUN NAILS:ARErUSED -THE HUNGERS MUST BE RE-EVALUATED (BY ffAERS) Truss Location - Not End Zone Hurricane/Ocean Line - No -'Exp -Category - C Bldg Length --'40.00 ft r.Bidg 4fidth = 30.00 ft height-, Mean roof 14.16 ft, mph 75 UBC Standard Occupancy, Dead Load = 10.8 psf 8-6-3 2 0-4-3 7-0-0 7-0-0 4-0-0 7-07-0 0 7-0-0 7-0-0 14-0-0 18-0-0 25-0-0 32-0-0 14-0-0 I 4-0-0 I 14-0-0 i c1 2 3 4 5 6 7.00 7.00 4-8 5-6 r.yH 5 �rli ` I' t,.♦ This design bossed on'chord 6r•a'cing applied per the following schedule: - max o.c. from to UPLIFT REACTIONS • 14- 0- 0 ]$- 0- 0 Support 1 -145 lb Support 2 -245 lb 131 5-6 62 W:308 W:308 R:1440 R:1440 U:-245 U-245 FZ&AI2F A=0 -i 32-0-0 H 7 8 9 10 11 12 7-0-0 7-0-0 4-0-0 7-0-0 7-0-0 7-0-0 14-0-0 18-0-0 25-0-0 32-0-0 9-8-1 SHIP 2 0-4-3 L I es ,dfats_frartme� _rare Ss' rt t $sHhowrSalSove SfmiKg2Weshld' esL�� �w e. 8/30/2005 WA Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann Jones This design is for an indlAduat bmmng component not buss system it nes been based on specifications pre%ided by the component manufacturer W0: Dri ve_T_0051204_Lo0005-)00001 ® and done In a«adance with the current %ersions of Tal end AFPA design stamaa,a4 No mesponsml6ry, Is assumed mor drmaroonal a curecy. Dsgn r : GO #LC = 16 WT: 218# ohremwomame to be %winm ed by the component manufacturer wor b ft designer prior to faWdration. The b Wing designer must ascertain that TC Live 20.00 psf Du rFacs L=1.2 5 P=1.2 S HOMEWOOD Um theloadsuedonthisdesignMOMoreneImposed local codearidthepa�application. UW the cup ward is laterally braced by the moor w now sheathing and the carom chord is laterally braced by a rigid sheathing mate" dheaty attached, unless otherwise noted. Bracing shown Is for lateral support of eanponems members only to reduce buckling length, oris component TC Dead 10.00 psf Rep Mb r Bnd 1.15 ®TRUSS shall not be placed in any environ rent Mat wig cause the moisture content of the wood to exceed 19% and/or reuse connector plate conoslon. BC Live 0.00 psf Rep Mb r Comp 1.00 4445 Northpark Or. Fabricate, handle, Insall and brace this buss In accordance ardancewith•�NTDETwvLS!byTnrs%ai,ANSVIPI1%WICAr-owodTrusscomm Resport;Wks, BC Dead 10.00 Rep Mbr Tens 1.00 Colo Springs, CO 80907 ofAnedcaStaMardDesign WM)UNGIN5TAWNGAND BRACINGtw1ETALPLATE COME=MOD TRI.SSES' psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6. 4. 2pbeAmericanForestandPaperAssocaion(AFPA)blocatedat111119th {Nie -91) and mB•91 SL WARY SrEEr by TPI. The Tam Ptafe Institute (nom Is located at D•Onohio Drt w, Madison, vwsco sin 53719. Street. NW. Ste 8M.VV *Vton.0020M. TOTAL 40.00 psf Design Spec UBC -97 DEFL RATIO• L/240 TC- L/24 ;t::. N '` 5.�: :•+'F"M% 'i`;r, ice, la - h.Fri ,1 "i.' - '�a.x. •%.n:. .y..h .. �. x.�,- a+' lir T..rr �x �• ;�. �Y 1 r`•�s u?y.. 2 xs, .": a.'"^' : .AL 1 ,r t.: s r• y.� ti} .� # `t" .c t?sr. r .: �a .�.. tS.•^ii'Y .i .� ^ti• nr `.`�'i k.�. ## �.3:." - '�.3r_'X :., `o, ,t."ty't y_.. fi•�1r �.,sn.: .,�• � s� t,: ' . •-r.. ,, k=�� ;rt. of �, f;`a._ � "� r ` .. x�. �•�:z' L T .�:,• s i�?!& T .r .�- �r �,..�,•..�y ,,,.q,. ,n �••a: .4� rrf ., .ti.:v -., �. ..�'L+?-,wi: ,...,�f" `� :u..�,u.�•., .u• ryE,7' yt � t ... f, 4 �:�'�;�'•"'44';S i � ! . � $; .J•`5�::,.+ilii:�%Y'aL.�i'Lix't•,�;:�•:a..:f,»•f:tk-'a+ie`.:ka.::Y�t=-'S:f.:..!'k ��Y.,a+4u.� �+` ti .a^ti'. ...,. .....,•lfa.✓`,.-.�a ...... ti_ •i+y 3�S?�.aiii�r�`�ii+,�dT�eo;. •�%..x. a.r.!- i.'r� ..... {".... : ::Y+: �i+.�i'� � . _ .. � � '. `t 8-6-3 X 0-4-3 2-8-0 I N -0 1 2 3 4 5 6 7 8 9 1 1123 1W7 18 19 20 21 22 23 24 25 26 7.00 -7 00 a -0-o. 9-8-1 SHIP x 0-4-3 J, Job Name Jones Residence�� :Y � t==„ `'�:j T' � Truss ID EG;� k} � Q - 1_ t _,..�. .! ,_ a.. 8/30/2005 __ Y Plating�sp .cr:.,ANSI/TPIM' 995 = + {� ' This�desi n based on chord brat/ 2x4 DFL #1 .'- > g pee F 9 ng applied �iTlU�aaF�BER 5: BC r ' _ WARNINGReadaff notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones 2x4 DFL d#1 r%} THIS' DESIGfJ'ISyTHE1COh�OSITE RESULT OF >' per the follovnng'schedule This design Is for an individual bummg comporad ra miss system it has been based an specifications pmided by the eonrpornent mamnectr« WO: Dri ve_T_0051204_L000OS_] 00001 GBL:BLK ., 2x4 DFL?.STANDARD MULTIPLE LOAD,CASES: '_ +- 7 -,-max o.c.^*.=3.fran to and done In accordance with the current versions of TPI and AFPA design standards. No responwaty is assumed for dimensional accuracy. Dsgn r : GD PLATE VALUES.PERIICBO,RESEARCHAEPORT #1607. IF HANGERS'ARE'INDICATED ON THIS'DRAWING, TC - - -124.00"-- 14-'0- 0 18- 0- 0 #LC = 16 frit: 333# Loaded forJO PSF,non-concurrent BOLL. THEY ARE BASED ON:1:51 HANGER NAILS FOR This truss is designed using the Drainage must be'provided to avoid ponding: 1 -PLY AND 3" HANGER•NAILS'FOR MULTI -PLY UBC -97 Code.' TC Live 20.00 psf Ma use adequate staples -for le blocks. GIRDERS.'IF 2.S'!.GUN NAILS'ARE USED, THE Bldg Enclosed = Yes, Importance Factor = 1.00 HOMEWOOD the wads weed on this design meet or exceed the wading tnposed by the what bu" code and this parttadar application. The design assumes mat the top mord is trderany braced by the roof or floor sheaving and ft°cloth mad is laterally braced by a riga sheathing material directly BUILDING DESIGNER MUST .VERIFY GABLE LOADS! HANGERS MUST BE•RE-EVALUATED (BY OTHERS). Truss Location - Not End Zone attached, unless otherwise noted. Bracing shown is for lateral support of corvonents mercers only toreduce buamng length. The corhponent TC Dead [t] gable bracing required 0,58" -.intervals, PLATING BASED ON GREEN LUMBER VALUES. Hurricane/Ocean Line - No "Exp Category ® C i exposed to vnnd-load'apRliedao face. > Bldg Length = 40.00 ft -Bldg WWiidth = 30.00 ft Re Mbr Bnd 1.15 P ® TRUSS See "General Gable Details GD02065035. Mean roof heigght - 14:6 ft, mph 75 BC Live 0.00 psf , UBC Standard Occupancy, Dead Load = 10.8 psf 4445 Northpark Dr. 8-6-3 X 0-4-3 2-8-0 I N -0 1 2 3 4 5 6 7 8 9 1 1123 1W7 18 19 20 21 22 23 24 25 26 7.00 -7 00 a -0-o. 9-8-1 SHIP x 0-4-3 J, esioU)b ='sem ors ie). 8/30/2005 WARNINGReadaff notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is for an individual bummg comporad ra miss system it has been based an specifications pmided by the eonrpornent mamnectr« WO: Dri ve_T_0051204_L000OS_] 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responwaty is assumed for dimensional accuracy. Dsgn r : GD #LC = 16 frit: 333# Dimensio care to be germed by the componerd manufacturer &War building designer prior to fabrication. The building designer that ascertain that TC Live 20.00 psf Du r Faes L=1.25 P=1.25 HOMEWOOD the wads weed on this design meet or exceed the wading tnposed by the what bu" code and this parttadar application. The design assumes mat the top mord is trderany braced by the roof or floor sheaving and ft°cloth mad is laterally braced by a riga sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of corvonents mercers only toreduce buamng length. The corhponent TC Dead 10.00 psf Re Mbr Bnd 1.15 P ® TRUSS onment tun will cause the nhotswre cadod content of the wow to e a eed 19% and/or cause connector plate corrosion. shah not be paced in any en-0us BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. Fabricate, handle, i Stan and brace this cuss m accordance with VOINT OETAILZ by Tnrswat, %NSV P1 r, wrcA r•tnbod Tnzs council of Arnhem Standard DesignResposibnblas•WADUNGINSTALLINGAMBRAraNDMETAL PLATE CONNECTED WOOD TRUSSES BC Dead 10.00 psf Rep Mbr Tens 1.00 0.C.Spacing 2— 0— 0 Colo Springs, CO 80907 TRUSPLUS 6.0 VER: T6.4.2 -"B-911 and MB -91 SUMMARY SHEET by Tat. The Tam plate Institute M is waled at aawmo bare. Madison. wtsconsin 53719. PrneAmedeanForest and Paper Association yFPA>tslocated at111119th Street. NW. Ste $oo,Washington. OC2oose. TOTAL 40.00 Psf Design Spec UBC -97 DEFL RATIO• L/240 TC: L/24 �Iy+ .-.',��t` -t,'i rt ' r r - G i•' •F �' » .. a_l + ti� s ., fes• ty •r - I. �` ✓ y ;;� } '`i ` 5 d: a, -. - r ,1 t rte.,, .. w G ��.� , + 'i, ' f _, 41, •r � TENS • Job1Name. Z .� _.. � es dente. _ Jo en s Rest Truss. ID ;M1 • Q 2 2-5 2-6 BRGf ,�X=LOC 'LOC,-,, SIZE1 rREQ'0'. 1 • 0- 3-12 681';3:50 1>SO" 'TC" 2x4�DFL�#1.' ' Platingg�sppeec; lr/WSI/TPI -1995 F" UPLIFT REACTION S) 2 " 8-10- 8 840. 2.00 1.50" gC 2x4 DFL #1 WEB 2x4''DFL 'STANDARD THIS DESIGN-IS.THE�CONPOSITE RESULT OF MULTIPLE LOAD CASES: Support.' 1 ., 147.lb STort 2 181 lb 20.00 psf BRG REQUIREMENTS shown are based ONLY on the •truss material at each bearing PLATE VALUES PER ICBG RESEARCH REPORT #1607. Drainage must be provided to avoid ponding. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR This truss is designed using the UBC -97 Code. 10.00 BRG HANGER/CLIP NOTE 2 *HUS2 Permanent bracing is wired 9 re�, (by others) to 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, Lrportance Factor = 1.00 psf 0.00 psf Support,�onnection(s)/Han er(s) are not :designed for horizontal loads. Prevent rotation/torp ing- a SCSI 1-03 and ANSI/TPI 1. End designed GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location - Not End Zone Hurricane/Ocean Line - No Exp.Category C SEE SDUK440N CATALOG verticals for axial loads only. Extensions above or. below the truss PLATING BASED ON GREEN LLMER VALUES. Bldg Le th,=. 40.00 ft Bidg 4 dth = 30.00 ft 10.00 psf FOR ADDITIONAL INSTALLATION NOTES MAX DEFLECTION (span) profile P (if any) require additional consideration {F9691) and UB -91 SUMMARY SHEET' by TPI. The TruInstitute Truss Plate M is located at DOnamo alta. Madison. V ismnsin 53719. Mean roe heigyht =,' 1.b ft, mph = 75 UBC Standard Occu Dead Load - 10.8 psf panty L/999 I L/999IIN MEM 4-5 .(LIVE) (b others) for horiz.'loads on the bid Y 9• eAmedranForestandPaperAssxmuon(AFPA)Islamtedat111119thStreet,NWSdg e9washington,DC20036. ----------LOAD'CASE #1 DESIGN LOADS ---------------- -0.10' T= -0.19" RITICAL'NMBER FORCES: TC COW:((((OUR-))/ TENS, ((WR. CSSI 2 3 -744<1.603)% Cust: Alan & Leigh Ann Jones 0(1.253) 8:25 6 - •r � TENS 1.6600)% 813 1.25) 0. OI bB DOW.(OUR.)/ TENS. CSI 2-5 2-6 / 4 8 0.90 0.26 -1168 1.25)/ 138 3-6 1.60 O.1S -291(1.25)/ 47 1.60 0.04 Dir L:Plf - L.Loc R.Plf R.Loc LL/TL TC Vert 80:00 --2- 0- 0 80.00 0- 0- 0 0.17 TC Vert 60.00 0- 0- 0 60.00 8- 0- 0 0.67 TC Vert 145:63 8- 0- 0 145.63 8- 9- 0 0.67 TC Vert 80.00 8- 9- 0 80.00 8-11- 8 0.17 BC Vert 48.54 0- 0- 0 48.54 8- 9- 0 0.00 T lbs X.Loc LL/TL TC Vyrt 0.0 0- 1-12 1.00 TC Vert 220.0 8- 0- 0 1.00 TC Vert 110.0 8- 0- 0 0.00 TC Vert 0.0 8= 7- 4 1.00 759137 7-5-9 8-9-0 t 7-10-15 t 1 2 3 3.25 0-9-0 330# 2-2-2 2-11-13 SHIP 61 H 1/2" W MAX W:308 W:200 R:681 R:840 U:-147 U:-181 2-0-0 028 8-11-8 4 5 6 7-3-13 1-5 3 7-3-13 8-2 tti Cddetl'Iatesaridfalsefartle es1'ar'e 6h nr 6"i15hONT1aWV9'.�rNlgaDIBSiIA' estoj >6, a6 - 8/30%2005 AR Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann Jones This design is for an kdvlduW building cornponerd not thus system it has been eased on specifications proMed by the component narudacturer W0: Dri ve_T_0051204_L00005_300001 ® and done In accordance with the current versions of TPI and AFPA design standards. No n�porsiti ty 4 assumed for dir ensional accuracy.oimerswnsere Dsgn GO to he Ierill ed by the component rranufacwrer and/or buileft designer prior al ft or to fabrication. The ddesigner must ascertain that r : #LC = 15 Wr: 48# theloadsut�edanthftdesignmaarsorexceeedthebettinghposedbymelocalbatiding code and thepar6Qilarapp6csfim hedesign a�a Live 20.00 psf Du rFaes L=1.2 5 P=1.2 5 HOMEWOOD ro that the top chord Is laterally braced by the met or ttoor sheathing end braced by bottom chord is laterally braby a rigid sheathing material directly enacted, unless otherwise noted. bracing sttown rs for lateral support of TC Dead 10.00 Rep Mbr Bnd 1.00 ® TRUSS components members ony to reduce wording length. This component snag not be placed many enwaunem mat will muse the moutue contend or the wood to exceed 19% angor cause connector plate corrosion. BC BC Live psf 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Or. Fabricate. handle, Instill] and erste this tress m accordance with •JCMNi DETAILS by Tnsvet, •ANSVTPI r. VVIG r-1Mtod Truss Council Mbr Tens 1.00 Colo Springs, CO 80907 of America Standard Design Responsibilllim'Kq=GINSTAwNGnumBRACINGMETALPLATEcowNECTEDv',000TRUSSEs BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 {F9691) and UB -91 SUMMARY SHEET' by TPI. The TruInstitute Truss Plate M is located at DOnamo alta. Madison. V ismnsin 53719. Design Spec UBC -97 eAmedranForestandPaperAssxmuon(AFPA)Islamtedat111119thStreet,NWSdg e9washington,DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC- L/24 K Job";N rna eJones BRG 'CX LOC'SREACT"SIZE"'7RE 1 1 -, 0; }1-12+ 5]9 3.50 1 2 + 8-10=18 f358 2:00 ',U 1 BR2 REQUIREMENTS,'shown are base on the:truss:matenal!at each b BRG HANGER/CLIP :NOTE .2 .'LU524 1)R'ADDITIONAL;INSTALLATION'NOTTS l4X DEFLECTION .(span)1:. ✓842 t IN MEM Ua 4-5 .r SLIVE) -0.12 Lai D=-0: 12' .: -.T= -0.25 RMCAL HE36ER I FORCES: TC COW.. (r: /-TENS.((1p,��.), CSI 2-3 -39(1.25)%, ,9(1.25) 0.32 (p0R) ..S«(p0R 4g5 916 (1.6U33/1 M(((1p.�hi 0.639 2:5 � 1.25)/ 30(1.60) 001 2-5 -520 1.2i / 190 1.6U O.11 �; sidence k�l � •; a :: � 2X4 f DFL #1 R >' i1) BC + 2x41r DFL WEB 20 11 DFL #1 - Y ANDARD PLATE VALUES PEICBO RESEARCH REPORT #1607. 9 PLATING BASED OW GREEN LIINBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile gf an) .require additional consideration y others) for horiz. loads on the bldg. . K `"q�`� ,"u"�=f ` �t'�.+.. s, �,i'y -^Fri"' * } .t •x h ''' r`� Truss IDiM2, - �n �4 piRing�spec i'AHSIM1'-`.1995 ' 'x`'= pO5ITEJRESULTrOF- UPLIF <THISjDESIGIJ'-ISjTHE1Q - IMULTIPLE<LOAD. CASES.`�3,'�,:-- fa.s Y-jSW «Su IF HANGERS'ARErDmICATED ON .THIS DRAWING, This= THEY'ARE•BASED C1,1:5'.HANGER NAILS FOR UBC -s 1 -PLY AND 3" HANGER NAILS FOR MULTI=PLY Bldg GIRDERS. IF 2.5" GUN NAILS ARE USED, -THE Truss HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurri Bldg Me TC Live BBCS 5-9-0 3-03-00 5-9-0 8-9-0 1 2 3 F3_2 _5 1.5-3 1.5-3 5�_8-14 3-3-4 SHIP 2.5-6 3.5-4 A t I B1 1/2" %P MAX W:308 W:200 R:519 R:358 U:-118 U:-70 2 028 1 I 8-11-8H 4 5 8-98-90 8-9-0 r err �-�.�,��,4. ��, r.. - � ,• , ... 15 ON (S) _-� r v%18lb .-70,lb, designed using the Yes, Lnportance Factor - 1.00 i - Not End Zone • in 7e� Category . 40.0` 00 fNOft Width 30.00 ft �ht = 1.19 ft. mph - 75 cupancy, Dead Load a 10.8 psf VlV WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is far an individual wilding component not inns system n nas been oared on specifications provided by tle cerrponent maaf vier WO: Dri ve_T_0051204_L00005J 00001 ® aid done in accordance with th nment %ow s of TR and AFPA design statdads No resparm'nOfly Is assured fordhrenshnal amoay. Dsgn r : GO #LC = 15 WT: 46# obe monsae to be .edfled by tilt componan manufacturer anVor building designer prior to fabrication. The wilding designer must ascertain Mat TC Live 20.00 psf Du rFaes L=1.25 P=1.25 HOMEWOOD me loads uWbmd an this design meet or exceed the loading Ir posed by due loin bwmare ng code and the particular appkaftL The design asss that due top mad is tWmm4 brand by me reof or noon sheaving and tle bM= mad is laterally braced by a rgtd sheathing material directly mar aa. unless ouen�e noted. eradng sown is for lateral support of oor ponems mamas only fa reduce budding lagm. This cor ponent TC Dead 10.00 psf Re Mbr Bnd P 1.15 ® TR USS shall not be paced in any en ftnment that veil cause the moisture content of ae wood to exceed 19% adNor rause connector plate corrosion. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Or. Fabricate, handle, install and brace vis truss in accordance with 'JOINT OETAW by Tnnvral,'ANSM r'A 1' , WR•Wbod Tom coaxal BC Dead 10.00 Rep Mbr Tens 1.00 Colo Springs, CO 80907 of A'fe1ica Standard Oes;gn Responsibilities. W DUNG INSTALLING Aro ORADMG h1ETAL PLATE CCI,#.ECTm WOW TRt1S5Effi psf O. C. Spaci ng 2- 0- 0 {we -91) and HB -91 SlA,R1ARY SKEET by TPI. The Truss Pine institute M is located at Dordfdo ortw. Madison. ftscormn 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 Arnedcan Forest and Paper Association (AFPA) Is located at 1111 19th Strea NW. Ste $00, Mshington, DC 20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 ' y e t � � � �%�t�it'tt€�cT�r� "'13�'i >; j'T.y� r��-1'}� i '� r 4r r.')x�i�r>r•-'�.,., '" , t` .e yr �' Y j yti' ,.- �. BRG �X LOC -'t TtEA&4 SIZE REQ' D . TC S, i :ti 2x4 t DFL �1 s 1„•0=1112 1127 ;3: so hxl so Bc 2x61;OFL #2�;,- 2 .j9 -10-::8L-1942.,.2:00",,,-.1:50"' WEB:, 2x4 : DFL • STANDARD BRG REQUIRDWrS shown are,based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. on the truss material at each bearing Permanent bracingis regwired ( others) to BRG HANGER/CLIP NOTE prevent rotatin/toppling. See BCSI 1-03 2 HUS26- and'ANSI/TPI 1. SupportlConnection(s)/Hanger(s) are PLATING BASED ON GREEN LUMBER VALUES. nott desi�ggned for:honzontal loads. SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES W 1UtI-LtLIlUN (Span) ./9991N MEM: 4-S%%(LIVE) . RMCCAL07M04M FaRCB:TC ' [(T= -30.13•• 2 3 39 1.25)/ 42p(125) 0� 1-2 -1843 1.2i / 131 1.60 0.43 BC i 33 )) 9 4 5 -865 1:660)% '1793 1.25)'065 W CDP.(DUR.)/ Tt?6. V CSI 2-6 -1829(1.25)% 8291 LAI AN 3-6 -101(1.25)/ 27 1.60 0.01 TM IF ,BE;RE-EVALUATED'(BY•OTHERS). designed;fcr.,axialfloads only. ove•or below the,truss'profile ire additional consideration or horiz. loads on the bldg. 5-9-0 5-9-0 1 2 3.25 4-04-00 9-9-0 1 5_3 9 3-6-8 SHIP a -O 61 1/2" %P MAX VV:308 VV:200 R:1127 R:942 U:-240 U:-2.01 2-0-0 01.2..78 r 1 9-11-8 I 4 5 6 5-9-0 -i 4-0-0 5-9-0 9-9-0 wawa - cep raise tranne piatesare as sr a aooveatm gaDie scw p6mes to avow 0VeWnaWp wmn smratr-at es or e . upui;TjREACTION(SZ .17, Support,' t 2 =220100 *' This trvss,is designed -using the Cust: Alan & UBC-97,Code.' -- Bldg Enclosed -'Yes. 7ltportance Factor = 1.00 Truss,Location = Not End Zone WO: Dri ve_T_0051204-L00005-100001 Hurricane/Ocean Line . No E� Category = C Bldg Length 40.00 ft %idg Width = 30. D0 ft height and done In accordance with the omen versions of TR end AFPA design standards. No mWonsfdLly Is assumed for dimensional acowacy. Mean roof . 1:13.ft, mph . 75 UBC Standard occupancy, Dead Load 10.8 . psf ----=-----LOAD CASE #1 DESIGN LOADS ---------------- #LC 15 WT: 63# Dir L"Plf ' 4L -Loc R.Plf 'R.Loc LL/TL TC Vert 80.00 - 2- 0- 0 80.00 0- 0- 0 0.17 TC Vert 60.00 O_0- 0 60.00 9- 9- 0 0.67 TC Vert 80.00 9- 9- 0 80.00 9-11- 8 0.17 BC Vert 134.17 0- 0- 0 134.17 9- 9- 0 0.43 4-04-00 9-9-0 1 5_3 9 3-6-8 SHIP a -O 61 1/2" %P MAX VV:308 VV:200 R:1127 R:942 U:-240 U:-2.01 2-0-0 01.2..78 r 1 9-11-8 I 4 5 6 5-9-0 -i 4-0-0 5-9-0 9-9-0 wawa - cep raise tranne piatesare as sr a aooveatm gaDie scw p6mes to avow 0VeWnaWp wmn smratr-at es or e . W1 V V / L V V V A RNINGRead an notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an I nR.kua wemng cornponent not teas system it hes been eases on specifications podded by me corpone d manufacturer WO: Dri ve_T_0051204-L00005-100001 ® and done In accordance with the omen versions of TR end AFPA design standards. No mWonsfdLly Is assumed for dimensional acowacy. Dsgnr: GD #LC 15 WT: 63# DhmaLW=mabevmTedby8ecwpwwtmaMaer desigparatadaato Theadmq dmsc adandWmnimnm ner gnermugaertainmat = TC Live 20.00 psf DurFacs L=1.25 P=1.25 HOMEWOOD tholoadsr�edong��gnm,�� e<e ed the loading code and thepadaulara tan.The daUgna that me top diad is Imeramy braced by me roof or floor steaming and dine bosom dwrd is laterally' by a dgio steaming materia directly amadwd, unless omwrwtse noted. Bracing shown is fon lateral support of conponems mercers way a reduce walan ding gur. This oorrponent TC Dead 10.00 psf Re Mbr Bnd 1.00 P ® TRUSS shag not be placed:, dry emirowtea that won Cause the rmlature content of me wood to aeee0 revs and/or cause connector plate corrosion. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. Fabricate, handle. Baa and brow tura cuss a accema ce with '.JOINT DETAILS! by Tmswral. Arsurrl r• wrCA r -wood Teas Cwnd Rep Mbr Tens 1.00 Co7o Springs, CO 80907 cd America Standard Design Respomblities. 10MM INSTALUNr AND BRACING METAL RATE CONNECTED VYOOO s BC Dead 10.00 psf O.C.Spacing 2- 0- 0 -"8-91i aro HB -91 SUWAARY srgr by Tw. The Truss pate Institute M Is Located at D Qwhlo afie, Madison. wuconsln 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2pFhe American Forest and PoWAssociation KPA)Islocated aIIIII9th &.at.NW, Ste 800.Whshingtwt.oc20038. TOTAL 40.00 psf nFFI Rnrm- I /Ian Tr- l nd v>� •r.tr - . - yy j•t. . +ryFREOUIREMEN . �,y"'vt ��` x�n �xt 's"� �.� � r?��"1 �'t `.^ P" �'�� e . � S; '� C •}7'�'�.... r q v� £ � }£ trxi fr S gains kw ?ams �a�'w`�'u Ion sResidence 4 'SIZE Pj REQ' D �<Tc'S "f'ti "• `2x41 i DFL�il ', - , Plati ?3:SD -1,' - 1. SD .ixt BC i�. J' f;2x4 .1DFLt ,91-' THQSr�STGfI'. :2.00 - 1:50 '_WEBi 2x42.DFLx STANDARD MILTIPLE L0 n are based ONLY' PLATE VALUES'PER IC60.RESEARCH REPORT 611607. IF HANGERS'A at each bearing Pemonent bracing is1reguired (by others) to THEY:ARE BA 2. `HUS26W prevent rotation/toppling. See BC5I 1-03 and ANSI/TPI 1. 1 -PLY -'AND 3" HANGER NAILS'FOR MU QRDERS. IF 2:5" GUN NAILS'ARE U iuppppoort.�onnectionCs)(HangerCs) are PLATING BASED ON GREEN LUMBER VALUES. not•d�esT�gned for horizontal loads. HUNGERS MUSTiBE RE-EVALUATED'(BY ;;DREE SDDITIO H]rd yertirals'desi find for'axialp AL'INSG OX ADDITIONAL INSTALLATION NATES OX DEFLECTION (span) : :/500 MEM � 4-5 Extensions above or•below the,tru (Tf an) re quire additional;coni (b others)for horiz.-loads on t Y SIN .,.. S 0.18"-4D='-0:18',• T- -0.37" and time In aa«dame with the current wiswns or TR and AFPA design standards No uesporddRy s asset ed roratmertswnel aoaaaq. RMCAL-IaBER FORM: r% TCa-G?3%(DUR.)/ TENS.(DOR.) CSI -0051204-L00005-100001 1-2 3/ - 29(1.60) .74 2-3 -47 2.25 8.55 )) 465 - S(1.6U))% Tek-( .RR25)))'0�67 " 245 � 1.253%6(1.66) 0607 3-S -241 1.25 / 0.03 LS FOR ,91D 11M34 ' ` : "_r 1- 2 _ - Cust: Alan & Leigh Ann ]ones _17. UPLIFieREAClI0N(5) j %; '• 170 design is for an Yrmvaual building anponent not mss system it has been based on mea7laWns MvIded by fro component mandaaurer WD: Drive iNOF . ,Su�rt1 2 603",b and time In aa«dame with the current wiswns or TR and AFPA design standards No uesporddRy s asset ed roratmertswnel aoaaaq. -T -0051204-L00005-100001 !. RAWING, This truss is designed using the #LC = 15 LS FOR UBC-97.Code. me feada,>titized On rat design mOre loading � meet or mceed d by the local buDdlng cede coed the Particular application. The design aswrtnes TC Live R -PLY Bldg Enclosed - Yes, Importance Factor = 1.00 HOMEWOOD ED,.THE Truss Location - Not End Zone )THEIRS). rads "'only. Hurricane/Ocean Line - NoEE�� Category = C Bldg Len 11:40.00 ft, Bid: Width = 30.60 ft attached, unless otherwise noted. Bracing shown is for lateral support or components members onry to reduce butldblp length. This arnponent shall not be paced In any environment mat will cause the moisture content a Ore to taw ;.profile aration Mean rob heigght-, 1.6S.ft, mph UBC Standard 7S 1.00 1.00 a bldg. Occupanccyy,-+Dead Load - ----------LOAD CASE S1 DESIGN, LOADS 10.8 psf 0.00 psf ---------------- Dir L"Plf:L. Loc R.Plf R.Loc LL/TL and buss In accordance w'tm DETAILS by TnmmL ANSyrPI V. wWorcA r-od Truss Council TC Vert 80.00 - 2-:0- 0 '80.00 0- 0- 0 0.17 1.00 Colo Springs, CO 80907 TC Vert 60.00 0- 0- 0 '60.00 7- 9- 0 0.67 10.00 psf O.C.Spacing TC Vert 80.00 7- 9- 0 80.00 7-i1- 8 0.17 {19&91) and HB -91 SUWAARY SfEEr by TPI. The Tam Plate insmute M Is located at Da ono blue, Madison. vtnsaasin 53719. BC Vert 52.00 0- 0- 0« 5LL0 7- 9- 0 0.00 UBC -97 TC Vy't r0:0 "0= bs 1-12 TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 11 1.00 TC Vert 0.0 7- 7- 4 1.00 TC Vert 290.0 7-10- 0 0.50 6-0-0 1 -9 01 6-0-0 7-9-0 1 2 3 3.25 290# r 1.5-3 2-5-10 3-0-0 2.5-6 SHIP ri 3.5-4 B1 8 1/2" (W MAX W:308 W.200 R:609 R:733 U-11 U: -160 l 7-11-8 rl 4 5 1-9-0 7_9.0 YYHI[IY/IY VRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones 170 design is for an Yrmvaual building anponent not mss system it has been based on mea7laWns MvIded by fro component mandaaurer WD: Drive ® and time In aa«dame with the current wiswns or TR and AFPA design standards No uesporddRy s asset ed roratmertswnel aoaaaq. -T -0051204-L00005-100001 D6rensiomere to be verified by the arnponera manufacturer anmor bang designer Prior to bdiration The bumb,p designer,n,st ascertain that Dsgn r : CD #LC = 15 WT: 40# me feada,>titized On rat design mOre loading � meet or mceed d by the local buDdlng cede coed the Particular application. The design aswrtnes TC Live 20.00 psf Du rFaes L=1.25 P=1.25 HOMEWOOD Met the top Chord Is laterally braced by the roof or floor sheaNNp and the bottom chord is laterally braced by a dgM sheathing material direay ® TRUSS attached, unless otherwise noted. Bracing shown is for lateral support or components members onry to reduce butldblp length. This arnponent shall not be paced In any environment mat will cause the moisture content a Ore to taw TC Dead 10.00 psf Rep Mb r Bnd Rep Mbr Comp 1.00 1.00 wood exceed aedlor cause connector plate corrasion. Fabdate' handle' Install dace rats IJONT BC Live 0.00 psf 4445 Northpark Or. and buss In accordance w'tm DETAILS by TnmmL ANSyrPI V. wWorcA r-od Truss Council Rep Mb r Tens 1.00 Colo Springs, CO 80907 ofAmeriastandard Design Responsibilities, * PMN-INSTALUNGArmmuCINcb,IETALPLATECCNNECTEDWOMTMZWS! BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6. 4. 2prieArneffcanFgrastandPaperAssaaati {19&91) and HB -91 SUWAARY SfEEr by TPI. The Tam Plate insmute M Is located at Da ono blue, Madison. vtnsaasin 53719. Design Spec UBC -97 nKPAHmwatedat11ll lMh saeKM.StoBW.wasnbomDc2ome. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 11 '�; Job�Name �;Jones'Residence,;�r� BRG1r'.0- x 1L-OC�+c;'sZZV: REQ.'D 121 =47943:50 ,x,l 50'+=1°r TBCc E`'�' *+ Z 2 7=118318 2:00 150"'WEB-: '2 BRG REQUIREMENTS'shoYz are'based ONLY PLATE VALUES PER on'thertruss material at each bearing PLATING BASED ON BRG HANGER/CLIP NOTE End verticals de. 2 •`LUS24r Extensions above Sup rt C�ognnnection(s)(Hanger(s) are (if an) require S=o ed nzontal loads. (by others) for I FOR' IADDDITIOONAL*INSTALLATION NOTES MAX DEFLECTION (span) L/999 jN MEM: 4-5' LIVE) La r-0.09 "-�D="1-0.09' T= -0.18" QtITICAL IEh1BER FORCES: TC P mP33. 55)))/ 7Et15. 33 CSgZ 2-3 �2 1.25)% 82 1.650) 0.35 s•(„p-slR ) 465 116•(1_:6U))% • �(1q.�25)) 0..333 2:5 �2 1:253% 15.8(1.603 0 06 3-5 20 1.60 / 42(1.60 0.01 T OF= 6-0-0 I 1-s s -o -o 7-s-6 1 2 3 3.25 c_z 0 3-0-0 SHIP B1 8 1/2" W MAX W:308 W:200 RA79 R:318 U-1 12 U:-61 2-0-0 0 2 8 7-11-8 H 4 5 7 -so 7-s-0 CTION(S)1:r 15:7-112 lb .2, -61 ,lb As designed using the sed - Yes, Importance Factor - 1.00 tion = Not End Zone Dcean Line - NoEpp Category = C h = 40.00 ft Bid 4fidth = 30.00 ft height - 1.65 ft, mph 75 r'd Occupancy, Dead Load = 10.8 psf ilio elft,, shaNri' tSbve SfuKg361eswd' �� �° a �►. 8/30/2005 R #1.0 Plati nngg THIS I - s L -STANDARD'_ DE MULTIF RESEARCH REPORT #1607. IF NANC i LUMBER VALUES. THEY A for axial loads only. 1 -PLY glow the truss profile GIRDER tional consideration HANGER loads on the bldg. TC Live T OF= 6-0-0 I 1-s s -o -o 7-s-6 1 2 3 3.25 c_z 0 3-0-0 SHIP B1 8 1/2" W MAX W:308 W:200 RA79 R:318 U-1 12 U:-61 2-0-0 0 2 8 7-11-8 H 4 5 7 -so 7-s-0 CTION(S)1:r 15:7-112 lb .2, -61 ,lb As designed using the sed - Yes, Importance Factor - 1.00 tion = Not End Zone Dcean Line - NoEpp Category = C h = 40.00 ft Bid 4fidth = 30.00 ft height - 1.65 ft, mph 75 r'd Occupancy, Dead Load = 10.8 psf ilio elft,, shaNri' tSbve SfuKg361eswd' �� �° a �►. 8/30/2005 WARNING�taa, Read afl notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design W for an Individual building component not mus system It has been based on specifications provided by the component manuracwrer W0: Drive -T -0051204-L00005100001, - ® and doe in accordance with the current wrslons of TPI and AFPA design aarSardsNo ra}yvddgty is assurr ed W dUmroWrrel accuracy. Dsgn r : CD #LC 15 WT: 40# Dbrerawnsere to be Yedmed by me component manufacturer andfor banding designer prior to radlcatiOn. The building designer must ascertain that = TC Live 20.00 psf Du rFaes L=1.25 P=1.25 HOMEWOOD the badseyed on di this design meet o<exeed the loading irrposed by the total aawug code and me partlauar eppmcallm Tho design assumes M me dip mod is laterally braced by the roof or noon streaming and ft bottom mad Is laterally braced by a raid sheat rg material directlyRe eaamed. unless otherwise noted. t�dng sham 9 for lateral support of oamponeMs members only m bung reduce clOlei m. This cor TC Dead 10.00 psf P Mbr Bnd 1.15 TRUSS ponern sham not be paced In any environment that sum cause the moisture content of the wood to exceed tees endo muse connector plate corrosion.® BC Live 0.00 psf Rep Mb r Comp 1.00 4445 Northpark Or. Fabricate. handie. Install and brace this truss m accordance with 'JOINT DETAILS by Trimat ANSVI M 1'. WrCA Trust TrCoundi BC Dead 10.00 sf Rep Mb r Tens 1.00 Colo Springs, CO 80907 ofAme1�StandardDesignRespornsibomes,TWN1LINGINSTALLINGANJBRACINGM�TALPLATECONNCTEDVV000DTRUSSES* P O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 -ma913 and roast SUMMARY SHEET by TPI. The Taus Plate Institute (TP0 Is located at Donofrio Drive, Madison, yitsmmm 53719. AmedcanForestanndPeperwssoaamon(AFPA)isloaedat111119m Street N%NSteeoo,wwsnington,DC2003s. TOTAL 40.00 psf Design Spec UBC -97 DEFL RATIO: L/240 TC: L/24 Ute ,T:russ' I . ALHAN �SR/CL 5t1:-51MYbUN fAIALUU-' FOR 'ADDITIONAL- INSTALLATION NOTES MX; DEFLEMONI(span)r:. L/999;IN,MEM 4-5 SLIVE7, L-' -0:04".- D= i=0.04 ' T= -0.07„ OUTICAC- k&i(((ER ))O)s:. ; 3 2 3 _' ("S)% `M9 1.25) 806 (per M �w_L( 9 � 08 1.253' 19 S-6 17 1.60 / 69s 1.218}3 0. 7 6 -TR 1.60 / 94 1. 0. 7 VB oomp.(DUR.)/ '14i 0.k aI 2-s / 145(0.9()) 0.08 2-6 -764 1.25 / 189((1.60) 0.20 3-6 -106 1.2S / 0.02 ng .fir: ya r1 21i4 DFL t 2X4! DFL. a _ n4 } DFL . :^�:Si. ..t ' ... �+2..a �A.•.:rNtt _.ill ' - sr.?. •".' =Platinng sg�ppeecc�iANSI/TPI ,THIS+OESIOiII.SyTHE:CO�C NOARD 'MULTIPLETLDAD CASESn1 r NDS. IF:WWGERS<ARE!INDICATEE i REPORT #1607. THEY;ARE BASED ON 1:5" R VALUES. 1-PLY•TND '3".'HANGER NAI xial loads only. GIRDERS. IF 2.S"•GUN NA e truss profile HANGERS MUST BE RE-EVAL consideration F3_2 _5 on the bldg. AILS FOR t•.sa,4. i. j- 11-3N+.t..y:�l� 'j ,�' H' "S ki' �••+ i �a.�wS'Ki Yi L"f. •• vti !1%Y fiy-�i•4v�a{a s :�i.�• YP.O•S�c''y7?.'.,Lb,M�.if.°S Z.,w•'k+.tC�.XtC�WJ}w�-',.'�3VR.._-Ai.eY�-•� 6-06-0 0 3-7-8 I ` uiced.bearitg widthsand bearirxj,areas" 6-0-0 9-7-8 i1LT.d - in a hanger. acrd done In accordance with me ewrem versions or TPI and AFPA design standards. No respWaVity is asswred for dn,e =nal accuracy Dsgn r GD %a�p__yy��wlenitruss,notjsupported UPLIFTIREACTION(S)s; w,,`. 2 3 DRAWING, -'°Support - 1',-. -124.1b F3_2 _5 1.5-3 AILS FOR - Support 2 • 1-46 lb 2.5-4 TC Live ULTI-PLY This truss is designed using the 2.5-6 USED, -THE UBC -97 Code. 1=- Re Mbr Bnd p 1.15 Y OTHERS). Bldg Enclosed - Yes,- Im ortance Factor = 1.00 12-1-8 0.00 psf Rep Mbr Comp Truss Location - Not End Zone. B1 1.5-3 2.5-6 Hurricane/Ocean Line -'No r Exp Category = C Bldg Length 40.00 ft•.Bidg 4lidth = 30.00 ft W:308 1.00 Colo Springs, CO 80907 Meawroo hei ht;= _'.1.31;ft,:nph.=. 75 UBC Standarpsf LOOAD CASE #1�DESIGN LOADS ---8 ---------- R:567o�_p 10.00 psf Dir L-Plf + --L:Loc R:Plf R.Loc LL/TL R:431 U:-124 TC Vert 80.00 - 2- 0-'0 80:00 0- 0- 0 0.17 U:-46 Design Spec TC Vert 60.00 0- 0= 0 60.00 10- 1- 8 0.67 PlhaA nedean wrest and Paper Association (AFPA) Is located at 1111 I street, NW, Ste 800. ftshi gton, DC 20035. TOTAL BC Vert 20.00 O. 0- 0 20.00 9- 7- 8 0.00 ndn Tr • Ind f 4 BC Vert 80.00 9-•7- 8 80.00 ' 9-11-12 0.50 6-06-0 0 3-7-8 I 6-0-0 9-7-8 ® acrd done In accordance with me ewrem versions or TPI and AFPA design standards. No respWaVity is asswred for dn,e =nal accuracy Dsgn r GD 1 2 3 ammmonsam to be ved8ed by me corrparere manufacturer and/or bWdirg des prier prior m raatolaim The wilding designer,fust data a taln that : F3_2 _5 1.5-3 HOMEWOOD 2.5-4 TC Live 2-9 x'11-1 3-7-1 2.5-6 TC Dead 10.00 psf Re Mbr Bnd p 1.15 t ., SHIP 12-1-8 0.00 psf Rep Mbr Comp 1.00 B1 1.5-3 2.5-6 62 W:308 1.00 Colo Springs, CO 80907 W:308 R:567o�_p 10.00 psf O. C. Spaei ng R:431 U:-124 {t4B-91) and W&91 SIAWARY SHEET by TPI. The Truss Plate InsWe (TPq it located M Vprofrb Crtoe, Madison, VAsoorain 53719. ?& U:-46 Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 PlhaA nedean wrest and Paper Association (AFPA) Is located at 1111 I street, NW, Ste 800. ftshi gton, DC 20035. TOTAL 10-1-8 nFFI RAT Tri • I ndn Tr • Ind f 4 5 6 6-0-0 3-7-8 6-0-0 9-7-8 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is for an individual building cor ponem not trills system it has been on Wetlftcatbro pm4lded by the mmpaem nanurarsaer WO: Dri ve_T_0051204_L00005 100001 ® acrd done In accordance with me ewrem versions or TPI and AFPA design standards. No respWaVity is asswred for dn,e =nal accuracy Dsgn r GD #LC 15 WT: 54# ammmonsam to be ved8ed by me corrparere manufacturer and/or bWdirg des prier prior m raatolaim The wilding designer,fust data a taln that : = HOMEWOOD maloe&ut�onmft �dare>�me bymala�w� codeandme The designass� Mat Me top dorm Is laterally bnmed by the mof or twor s4ealmng and me bosom drum Is tatera0y braid by a riga sl -Nog material directly TC Live 20.00 psf DurFacs L=1.25 P=1.25 adadred, wown uen Ottwwlsa noted, Bracing shIs for lateral support of Con menners only to red" (,(+acing ler This coerponem TC Dead 10.00 psf Re Mbr Bnd p 1.15 ® TRUSS shall not be paced n any en m ffmM that cam dame me moisture content of me wood m exceed taw and/or cause connector plate conosm. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Or. Fabrt®te, handle. Ivan end dace this bras n axordarxe with 'JOINT DETAILS by Tn,syal, •AryslrtPl r, data r-vwoa rn,ss council Rep Mbr Tens 1.00 Colo Springs, CO 80907 of Amedra Standard Design ResponslbflNes, WMMNG INSTALUNG AND BRACING METAL RATE CONNECTED WOOD TRUSSES BC Dead 10.00 psf O. C. Spaei ng 2- 0- 0 {t4B-91) and W&91 SIAWARY SHEET by TPI. The Truss Plate InsWe (TPq it located M Vprofrb Crtoe, Madison, VAsoorain 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 PlhaA nedean wrest and Paper Association (AFPA) Is located at 1111 I street, NW, Ste 800. ftshi gton, DC 20035. TOTAL 40.00 psf nFFI RAT Tri • I ndn Tr • Ind Job Name: Jones- Residence TrussTlD: M5 Q : 3 BRG X -LOC REACT -SIZE REQ'D' 1 0- 1-12 426 3.50 1 SO" TC 20 DFL #1 BC 2x4 DFL #1 Plating spec ANSI/TPI 1995 THIS DESIQd IS THE UPLIFT-REACTION(S) 2 6- 6- 8 264 2.00 1.50" WEB 2x4 DFL STANDARD SITE RESULT OF M)LTIPLE LOAD CASES. Support 1 -103 lb Support 2 -48 lb BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing PATE VALUES PER ICBG RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1:5" HANGER NAILS FOR This truss is designed using the UBC -97 Code. BRG HANGER/CLIP NOTE 2 •LUS24 End verticals designed for axial loads one 9 Y 1 -PLY AND 3" HANGER NAILS FOR M)LTI-PLY Bldg Enclosed - Yes, 9 Importance Factor = 1.00 Sup rt Connection(s)/Hanger(s) are no designed for ho al loads. Extensions above or below the truss profile ((if any) require additional consideration for horiz. loads GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MIST BE RE-EVALUATED (BY OTHERS). Truss Location =Not End Zone Hurricane/Ocean Line - No Exp Category = C SEE SIFPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES (by others) on the bldg. Bldg Length = 40.00 ft B1 dg Width = 30.00 ft Mean roof height - 0.A7 ft, mph 75 MAX DEFLECTION (span) : 10.00 psf Rep Mbr Bind UBC Standard Occupancy, Dead Load = 10.8 psf L/999 IN MEM 4-s (LIVE) shall nd be placed in any en*onrnem met will cause Ore moishue content d the wood to exceed 19% and/or cause connector plate eono5lon. BC Live 0.00 psf L= -0.04" ' D- -0.04' T= -0.09,• 1.00 4445 Northpark Or. Fabricate, handle, tn9aa and brace this arm m accordance with 'JOINT DETAILS by Trusval •ANsvrPl r, M/f[:A r-ywod rrss cwow AmericastanmmixsgnaesponsWiues, (R1TIG1L M04M FORM:TIC COW. )))) . T6j((1pp0pRfit0)) a3 10.00 Rep Mbr Tens 1.00 3 of rwNCur>GINSTALLING AND BRACING METAL PLATE CONNECTED MCD t s psf ((00110.�RR2 4ac m-92((p10.R603)/ "�2u47({(1.253) 0924 2- 0- 0 -"8.91)aridaca1-OB-9 S YA �,��.�TnmPlate inmmteMIslocated atoa,omoorwe.Madison. VAscorwn53719. kB 2:5 2-6 343(1.25 / NS. 1.60 0.04 Design Spec UBC -97 60)/ 10.90) 0.01 Paper OFPA) is lowed attttttsmSueet, NW. Ste 800.Washington, DC20036. TOTAL 40.00 psf 50 150 { 5-0-0 6-5 0 1 2 3 3.25 C z r'�r] B1 H 1/2 W MAX W:308 W:200 VVIL R:426 R:264U: -103 U:-48 00 08 � I�o 6-5-0 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann )ones This design is for an incWduai bang =n onem not b= system it has been based on specification prewNed by me component manufacturer WO: Dri ve_T_0051204_L0000 S-100001 ® and done in accordance with the oerera %er*m of TPI and AMA design smndards. No R5pon53L4 B assured for dimensional ameacy. Dsgn r : CD #LC 15 WT: 34# oirmreianare to be willed by me componmt menuractum and/or Whin" resigner prior fa or to brication mat The tm designer must ascenam = HOMEWOOD 11" Waft ut'��� °°nMGdenmedorwendtheioa,fe�ibuMng code aimposedbyrottParticular application. that Odiad live top is latuafly braced by the roof or floor sheamtrg and me bottom dead is Latmalty turaced by a rigid sumiwp matelot directly TC Live 20.00 psf DUrFaes L=1.2 5 P=1.2 S enad,ed, unless otherwise noted. Bracing shown b for lateral support of components members only to reduce budding length. This component TC Dead 10.00 psf Rep Mbr Bind 1.15 ® TRUSS shall nd be placed in any en*onrnem met will cause Ore moishue content d the wood to exceed 19% and/or cause connector plate eono5lon. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Or. Fabricate, handle, tn9aa and brace this arm m accordance with 'JOINT DETAILS by Trusval •ANsvrPl r, M/f[:A r-ywod rrss cwow AmericastanmmixsgnaesponsWiues, BC Dead 10.00 Rep Mbr Tens 1.00 Colo Springs, CO 80907 of rwNCur>GINSTALLING AND BRACING METAL PLATE CONNECTED MCD t s psf O.C.Spacing 2- 0- 0 -"8.91)aridaca1-OB-9 S YA �,��.�TnmPlate inmmteMIslocated atoa,omoorwe.Madison. VAscorwn53719. Design Spec UBC -97 TRUSPLUS 6.0 VER' T6.4.2 Paper OFPA) is lowed attttttsmSueet, NW. Ste 800.Washington, DC20036. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Jones Residence Truss 'ID M6 Qty: 1 BRG X -LOC REACT SIZE REQ'D 1 0= 1-12 3.50" 1.50" TC 2x4 DFL #1Platinngg�sppeec ANSI/TPI - I995_. UPLIFT REACTIONS) .432 2 6- 8- 8 271 2.00" 1.50" BRG REQUIREMENTS shown are based ONLY BC 2x4 DFL #1 WEB 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. THIS DESIGfI IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 1 -105 lb Su rt 2 -50 lb This truss is designed using the on the truss material at'each bearing BRC HANGER/QIP NOTE PLATING BASED ON GREEN LUMBER VALUES. THEY ARE RASED ON 1.S'' HANGER NAILS FOR UBC -97 Code. 2 *LUS24 End verticals desi hied for axial loads onl g y 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bld Enclosed =Yes, 9 Inportance Factor 1.00 Support Connection(s)/Han er(s) are no designed for horizontal loads. Extensions above or below the truss profile (Tf an) require additional consideration GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MIST BE RE-EVALUATED (BY OTHERS). Truss Location = Not End Zone Hurricane/Ocean Line = No Exp -Category - C SEE SdesignDwPSON CATALOG Cby others) for horiz. loads on the bldg. Bldg Length = 40.00 ft B1 dg MWfiidth = 30.00 ft Mean roof height m 0.40 ft, mph = 7S FOR ADDITIONAL INSTALLATION NOTES MAX DEFLECTION (span) 10.00 psf Rep Mbr Bnd UBC Standard Occupancy, Dead Load = 10.8 psf L/999IN MEM 4-S (LIVE) shall not be m *Wnhem that the the o 19% L_ -0.05" D='-0.05' T. -0.10" 1.00 R ® TRUSS paced any a wlb cause momure content of wood exceed ardor cause connedor pate corrosion. Fabricate, broce this t In te• handle, i'J NT DETAILS by Truseal, %NSVTPf r. surra r Truss CmxU OUTIC/u !EMM FORCES: 0.00 psf Rep Mbr Tens 1.00 ((qpg)RR) 1T2 �93. O1M25 % '69(1.6U) CSI nto° and uss axaaance with -Wood of America Standard Deng h Respo m>MiNes, wvmurrc nvsrAwrra AM eRAClric METAL PLATE CONNECTED uwoD TRusses ' 10.00 psf 2-3 -33 1.2S / 0.23 2- 0- 0 -(F9&91) and WO -91 SUMMARY SHEET by TPI. The Thus Plate Institute Ran is bated at Oarofrlo Ddhe. Madison, VhAseorsin 53719. ) Design Spec UBC -97 4B5 --100(1.60)/ 268((1qW.�25))) 0.225 American Forest and PeperAssoaaua,(AFPA)ulocated at111119m Sheet. NW, Ste SM. wufwhgton.DC20038. TOTAL 40.00 psf kill 2 5 �1 1.213 'ffirU 0a04I 3-5 -12R:60 / 29(1.60 0.01 5-05-0 0 1-7-0 5-0-0 6-7-0 1 2 3 3.25 1 a ' 3 2-8-3 SHIP 131 N 1/2 4y2P MAX W:308 W:200 R:432 R:271 U:-105 U:-50 0 0L22 8 F- 6-9-8 � I 4 5 6-76-70 6-7-0 r 14 WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design is for an 6nmd0uah hwffq component not in= system it has been eased on spedllcdions provided by me component manufacturer WO: Dri ve_T_0051204_L00005 300001 ® and done In aotiordanre with the cunerd wrsbrn of TPI and AFPA design stanQazda. No reVonsBMldy Is assumed for dimensional aedaacy. Dsgnr: GO #LC = 15 WT: 35# oo-rensw�netobewdfieabymecomponent manufaaararenerorbuilmrq designer prior roradretw�The bwdingdeslgrwmstascertain mat TC Live 20.00 psf _ Du r Faes L=1.25 P=1.25 HOMEWOOD the loads � on this design meet or exceed me loading Imposed a mw e local building code and me particular application. The design assumes dr�thetopdwdislateraayb��dis later, braced by adgldsneaftVmateddirectly attached, unless otherwise noted. Bracing shown Is for lateral support of remponems members only to reduce bude9rg length. This conponerd TC Dead 10.00 psf Rep Mbr Bnd 1.15 shall not be m *Wnhem that the the o 19% Rep Mbr Camp 1.00 R ® TRUSS paced any a wlb cause momure content of wood exceed ardor cause connedor pate corrosion. Fabricate, broce this t In te• handle, i'J NT DETAILS by Truseal, %NSVTPf r. surra r Truss CmxU BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Colo Springs, CO 80907 nto° and uss axaaance with -Wood of America Standard Deng h Respo m>MiNes, wvmurrc nvsrAwrra AM eRAClric METAL PLATE CONNECTED uwoD TRusses BC Dead 10.00 psf O. C. Spaci ng 2- 0- 0 -(F9&91) and WO -91 SUMMARY SHEET by TPI. The Thus Plate Institute Ran is bated at Oarofrlo Ddhe. Madison, VhAseorsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 American Forest and PeperAssoaaua,(AFPA)ulocated at111119m Sheet. NW, Ste SM. wufwhgton.DC20038. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/24 J61i Name:VJonesI Reside cn e:7. _ a":Y, BRGr C''x-LOCIREACT;+SIZE�?REQ'D TC'..' r�4#4DF�L rt1f -0-i1-12• h2431?3:50 fl 50 v BC- ° sT 1-11- 0 48 •1:50 1:50 PLATE VALUES PER'; ICBG : RE 3 1-11-•4 28 _ 1:50 1:50" Mark all interior;bearin BRG REQUIREMENTS shown arebased ONLY Install,interior support on the truss material at each bearing Shim bearings (if needed MAX+DEFLECTION (span) - PLATING BASED ON GREEN L L/999 IN MEM 3-4 (LIVE) L= -- 0.00"— D= 0.00' '.T= 0.00" QtITIt;AL LAMER FORCES: C((( 3 2-0 • �:8 1.2s)/ 7 1(]..60) 0.001 I-2 B 1.60 / ll 1.25 0.03 BC IAP. .3/ TENS. 3 CSI 4-0 0 1.6W/ . 0 1.25) 0.000 —'i�'S''i.. k•t*'I t�f'r•.a `� 'a {S-zwf'r•'s J,+ '` ` -2`uPLIFrjREACr1oN(5)+-; - jPlatin 1+`� s cANSI/TPI i'REPORT #1607. MuiPPLEfon�' ,tions. IF HANGERS•AREIINDICATED Of :fore erection. THEY'ARE,BASED Wl.S" KV req. support.. 1 -PLY AND 3':NANGER NAILS VALUES. GIRDERS. IF 2.5" GUN NAIL' ` -2`uPLIFrjREACr1oN(5)+-; - :'tSupport lb. ,;Support 4;2.:., , -19': - at designed This'truss.is signed using the R UBC-97,' - ' Y seCode. Bldg Enclosed = Yes; Importance Factor = 1.00 IE Truss Location = Not End Zone 5). Hurricane/Ocean-Line a No E Category C ® Bldg Length =• 40.00 ft Bldg Width = 30.00 ft Mean height'= -10.'18 ft, 75 Dsgn CD roof mph = UBC Standard Occupancy, Dead Load = 10.8 psf 2-0-0� 2-0-0 1 2 3.25 i 2-0-0 2-0-0 ' 3 4 2-0-0 2-0-0 tB2 10-3 W:108 1 R:48 U:-19 1-4-9 SHIP )B �a�false armee 2O sfl4vndmonedyb 1 t3'(1sH 1� 6 ga'20 ) &'�«'e , gg`wa��lD teas es es are as e. ales to av d esre « staple . at WA Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Al an & Lei gh Ann ]ones This design is for an Individual building component not muss system it hes been eased on saw Premed by the coinpionent manufacturer W0: Dri ve_T_0051204_L00005-300001 ® and done n accordance with Cie current versions of TPI end AFPA design stwidares. No responsibility Is assmned for dimensional accuracy. Dsgn CD amensiosswe to be verified by me component manufacturer arWw biding designer pdw to mericatwb n. The building designer nm rtai aascen mat r : #LC = 15 Wr: 11# HOMEWOOD thelo�a,ndanm«local cedean,athePan>��� arapplltThedesignass thin me diror p ctd Islatemity braced by the mot or neawno ow shand the einem hard Is laterallytxaced by a rigid snotarial directlying netar,ectty TC Live 20.00 psf Du r Faes L=1.2 S P=1.25 e:mamad. unless o cerise noted. Bremg gown is for tatend support of components members only to reduce buctding Ienp. This cornvonent TC Dead 10.00 psf Rep Mb r Bnd 1.15 ® TRUSS shall Trot be placed m any environment that will rause the moisture comers of the wood to waxed 19% and/or cause connector plate corrosion. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Or. Fabricate, hardie, eumn and brace this thus h accordance with •,iaNi oETaus M rmsval, nrSutPl r, wrcA r-vwod Truss counctl Rep hlbr Tens 1.00 Colo Springs, CO 80907 of America Standard Design Responsibilities, WNWNGINSTALUNGAND BRACING METAL PATECOWJECTEDWOW TRUSSES BC Dead 10.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS �e&Amedand F-9aM Y SFEEr by TPI. The Truss Plate Institute RPOislocated atD'OnoMoDrtw,Madison. wtsconsin5,719. Design Spec UBC -97 6.0 VER 76.4.2 Paper Assoaaton KPA) Is tocated at 111119th SUee6 Nor, std coq Washivon, OC20me. TOTAL 40.00 psf nF FI RATTO • I /7 do Tr • I /T R 2-02-0-0 2-0-0 1 2 3� Truss 0:14 'Qtv: 4 PI - 1995_._ :. UPLIFT REACTION(5) Job Name .Jones`Residence . Support 1' -76 lb TED ON THIS DRAWING Support 2 -42 lb Support 3 -28 lb BRG X -LOC -REACT SIZE REQ'0 . TC 2x4 DFL #1 1 0-`1-12 268 3.50" LSO" BC. ZX4`_DFL #1 Platingg sppeec :.ANS: THIS DESIQi=IS'TNE NAILS FOR MULTI -PLY UBC -97 Code. 2 . 311-'0 85 -1:50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. 3 1-11- 4 85 1.50" 1.50" Mark all interior beari locations. BRG REQUIREMEMS shown MULTDESI LOAD'CHE ASI IF HANGERS ARE IND] VALUATED (BY OTHERS). Trvss Location . Not End Zone are based ONLY Install interior support s) before erection. on the truss materia)lat each bearing PLATING BASED ON GREEN L ER VALUES. THEY ARE BASED ON and done In accordance with the omerd versions of IPI and AFPA design stat� No responslbifily is assumed for dimemimw amaacy. - 30.00 ft Mean roof. height - 10.f8 ft, ttph m 75 U999EINEh M3ON �4�LIVE) 1 -PLY AND 3" WWGI i omuero+oroaua to be reseed by the component manufactre ur 8rxyw Wkft designer Prior to fabrication. The WOOV designer maascertain certain mal GIRDERS. IF 2.5" ( #LC = 17 L� 0.00" D= 0.00' T= 0.00" HANGERS MUST BE RE de�ut7im°°nodesignmeetore ceeedtheloadingm�edbyamblb�ding code mid the Pad�arappti�an.The de�,a=wmes that the top mord is weratiy Orarao by the ,oaf Of floor sheamb,g and the bottom dwrd Is laterally braced by a rigid sheathing naeertm directly TC Live II COW.6WR�/ iSEIS. 30I Du rFaes L=1.25 P=1.25 ®TRUSS attached, unless dhemvise noted. Bracing snow, is for lateral support of oonponems members only to reduce wading length. This component shall not be pieced In any enrhonmem mat win cause the mosium content the -Z2s% ZI0 10.00 psf Rep Mbr Bnd '-o 0:00 of wood to exceed 19% anaor cause connector pate com orlon. Fabricate. handle. install and brace thstruss In 'JOINT I 0 3 0.00 psf Rep Mbr Comp 60/ 00 0 8.18 093 44¢5 Northpark Dr. 2-02-0-0 2-0-0 1 2 3� Truss 0:14 'Qtv: 4 PI - 1995_._ :. UPLIFT REACTION(5) MPOS,r E RESULT OF Support 1' -76 lb TED ON THIS DRAWING Support 2 -42 lb Support 3 -28 lb S" HANGER NAILS FOR This'trvss is designed using the NAILS FOR MULTI -PLY UBC -97 Code. NAILS ARE USED, THE Bldg Enclosed = Yes, Ltportance Factor = 1.00 VALUATED (BY OTHERS). Trvss Location . Not End Zone Hurricane/Ocean Line . No" E� Category - C Bldg len 40.00 ft Bid: Width and done In accordance with the omerd versions of IPI and AFPA design stat� No responslbifily is assumed for dimemimw amaacy. - 30.00 ft Mean roof. height - 10.f8 ft, ttph m 75 UBC Standard Occupancy, Dead Load = 10.8 psf 2-0-0 2-0-0 1-11-12 -' 3 4r 2-0-0 2-0-0 B2 WAN T R:85 U:-42 0-10-4 1-11.1 1 I SHIP �fe`c a and of ls�e r anus° �Lesr''are p Q"'a�or rias gs 1rw8 �aaE;bra �n sn ares ro a20v 'd�bv �a�,��,�ralD Is or e). ~' 30/2005 WA Read an notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Al an & Lei gh Ann )ones ® Tho design Is for an Individual tx m compared no muss system n has been eased on spearra0«rs prodded by the comvonma manufacaaer W0: Dri ve_T_0051204_L0000 S-100001 and done In accordance with the omerd versions of IPI and AFPA design stat� No responslbifily is assumed for dimemimw amaacy. omuero+oroaua to be reseed by the component manufactre ur 8rxyw Wkft designer Prior to fabrication. The WOOV designer maascertain certain mal Dsgn r : GD #LC = 17 WT: 15# HOMEWOOD de�ut7im°°nodesignmeetore ceeedtheloadingm�edbyamblb�ding code mid the Pad�arappti�an.The de�,a=wmes that the top mord is weratiy Orarao by the ,oaf Of floor sheamb,g and the bottom dwrd Is laterally braced by a rigid sheathing naeertm directly TC Live 20.00 psf Du rFaes L=1.25 P=1.25 ®TRUSS attached, unless dhemvise noted. Bracing snow, is for lateral support of oonponems members only to reduce wading length. This component shall not be pieced In any enrhonmem mat win cause the mosium content the TC Dead 10.00 psf Rep Mbr Bnd 1.15 of wood to exceed 19% anaor cause connector pate com orlon. Fabricate. handle. install and brace thstruss In 'JOINT BC Live 0.00 psf Rep Mbr Comp 1.00 44¢5 Northpark Dr. accordance with DETAILS! byTrswal,•ANsuMr,WrCAr-tnbodTruss Caundi Rep Mbr Tens 1.00 Colo Springs, CO 80907 ol'Amorka StandardDesi0nRmponsibilitles.IwNouNGINSTALLING AND BRACING RETALKATE CMrEtCTEDMcclT s BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 -"EI-91) and MS -91 SLIWAARY SHEET by IPI. The Tnass Plate trate e M is located at D'Orwrrio Odra, Madson, VNsaxxsin 53719. eAxrerkenFaestandPaperAssodatim(AFPA�is�oeatedatitttt9thStreMNW,SeeOo.Mshigton,DCsg939. TOTAL 40.00 Design Spec UBC -97 psf DEFL RATIO: L/240 TC: L/18 r BRGf 3 "1=]1 14 &04' y"41 -*SO 1" 'SF BRISRE QUIREMENTSishown'are based ONLY on the truss material at each bearing MAX DEFLECTION '(span L/999 IN MEM t: 3-4 ( ) L= -0.O1"-= D= -0:01 _ T= -0.01" OtMGOLL WMER F))003:TC 3 1 2 OQl((pp1.�RR25))/ • �Ml[p1�.R60)) 0.6004 3� X0(1.60)% 59(1.603 0.28 1-0 0((1.60)/ 0(1.25 0.00 c.A r.x I 01_14� :a..ii.5^.1�«:1w"�Yw}..cL�•`#.Y�•E Truss 1C j16 K 4r - 'asesern� es taresdnt>�as8i'shawrlatSbve'ShifT es�20$d��rs Me). CM1995 a' `• CM "UPLIFT kmcrION(S)`•.-'-� 2z4 DFL•#1? a wZ; 6.2z4 i DFL #1 vAkL_u Platinrgg�`ssppeec SANS ;.THIS" DESIQ N yTHE UES'PER'ICBO,RESEARCH'REPOKr #1607. MULTIPLE+LOAD CAS :interior beari locations. IF+HANGERS'ARE!IND' interior supportis) before erection. THEY111E11ISED ON LASED ON (KEEN L ER VALUES. 1-PLKAND 3'.HANC,I Truss 1C j16 K 4r - 'asesern� es taresdnt>�as8i'shawrlatSbve'ShifT es�20$d��rs Me). CM1995 a' `• CM "UPLIFT kmcrION(S)`•.-'-� aosimMESULTdOF' vlc.z "NN � Stipport�l'vc. 64,11b -lb ` , D ON:THISiDRAWING, "MANGER,NAILS'FOR �Support'c2, r65 'Support 3 44 lb \ILSIFOR M)LTI=PLY This1truss is designed using the UBC-97.Code. y4ILS'ARE'USED ,-THE Bldg Enclosed = Yes,-Ih'Ortance Factor = 1.00 \LUATED (BY OTHERS). Truss Location = Not End Zone Hurricane/Ocean Line a NoF%p Category . C Bldg Length - 40.00 ft Bi dg Width = 30.00 ft Mean root height = 10.8 ft, tph 75 UBC Standard Occupancy, Dead Load = 10.8 pr 2-0-0 t 3-11-12 2-0-0 ' 3 41 22-00 2-0-0 B2 W:108 R:129 U:-65 2-5-9 0-4 SHIP 0-1 1 'asesern� es taresdnt>�as8i'shawrlatSbve'ShifT es�20$d��rs Me). 8/3012005 WA RNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Al an & Lei gh Ann ]ones This design Is for an Indivvidual hWxQ con ponce not Inns system It has been Baud on spee0muona provided by the component manutaaurer W0: Dri Ve_T_0051204_L00005_) 0000" ® and done In aCa . with the oldie t versions of TPI and AFPA design standards. No respombaTdar y Is assumed for dimensional accuracy Dsgnr: GD . #LC 17 WT: 19# vdm Dirtonsare be veded by to oonnponent memdachaer arWor wilding designer prior to fabrication adesigner must building desmst ascertain that = HOMEWOOD the load= ut' en this design meet or axoa the baring unposed by the local wodir g code and the particular application,. The design assumes that the top diad is laterally braced by the roar or moor sheathing and the bottom chord is late" bread by a rigid sheathing material directly TC Live ' 20.00 psf Du rFaes L=1.2 5 P=1.2 5 attached, unless otherwlse noted. Bracing shown Is for lateral support of eonpone� members only to reduce wading length. This component TC Dead 10.00 psf Re Mbr Bnd 1.15 P ® TR USS W.0n t be placed "y environment that sum cause the moisture content of the wood to exceed 19% adror cause connector plate aurosion.BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. Fabricate, handle. Install and brace this suss in accordance with 'JOINT DETAl1S by Tn swat, ANSVM r, YMCA r -Wood Tom Counol America Standard Design Responsibilities. BC Dead 10.00 Rep Mbr Tens 1.00 Colo Springs, CO 80907 ofT411IDLtNGINSTALLING AMBRACING METAL PLATE CCNtECTEDV%=TRUSSES! psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER T6.4.2 YSbyTPI.TheTrussPikeInstitute(rPoisloatedatD'DrdhioDrive, Madison. yusconsin53719. American Fa and I�T Paw Association wFPA) is located at I11lift Street. Nw, std eoo. washi gton, DO 20036. TOTAL 40.00 psf Design Spec UBC -97 DEFL RATIO: L/240 TC: L/18 .f M& • .. , �s •, v. +� ... r G. y y .:gi.Sfi1 _ Ll. _ e. _. J '#��?4 �yy-J.p '� �-iwhf 4,�lf �. i�f-� .R �•3._ 4'. - - - p,::'4., t-'i^l ^..w. ,fir. ...1:-M.• y Y 3' f U h,' ..il. J w$ . Y.. 44C' ' S �a.Yd` )^ a 4--„ .�.�.� v:.Mi1 r :�� .t �:. jtl .� to '\ w `{. 'F�" p,-.' - c r.� F fi`'s.-r £e ,.dn a'. -,r -<. : - x � d ^- �.+�."*,t 3+ .a li„, _ K- I t.a-;fZ.•..: T'k. Yi°' t-a.'s-r%-•.c: �x.�r t� .w.�, �.r !...- :fh SJ... _j3,4.+4rty: ?i.+A. .',,w4ar`-•�,•',... y. j -fir. •,�. 'y':>`r�C�•u;+rte. r »Y "` 4 - -'�%.-r., .t � H�R.4l'kv�..•.Wti+^ .e , la. .(:Jr }X4Na.� i ..�s.-S.'f .�. 11.. �..±.Z •S��=s-if✓'�. r O. lr ?ivHY�� 1. � � . �� 42 .n ..:.LL�x � WAKWIV URead all notes on this sheet and give a copy of it to the Erecting Contractor. Jones Reside cnelN�:,.s ` _A' "� 7 ' '��Tr su sID J2 '' r "" ° �4' This design Is far an kx2vk ual building cemponenl nM bum system It. has been baud on sip -them brs prod M the cxivohen! manufactLaw 4A: D ri ve_T_0051204_L00005_] 00001 F6�dame LOCItREACTirSIZE REQ'D� TC `"` 2z4 0FL 91 ' " Plating'spec. fMLSZ/TPI tl' 1995 'p 4 r ^" UPLIFTtREACTIONCS)„1Su and done In eacardance with me ounerd wsrors of TPI and AFPA design sterderds. Ne respansb Ry is assmred fw dimensional aoa,rery. Ds n r : GD g 01, , 4j:S0",�"1:50"-) 'PLAT'E,VALUES,PER ICBO RESDFLLItlt#EARCFISREPORT 11607. wMLnPIQLOADD:CASES LSITE=RESUlT10F�:�4 •This!pportx+lS --76 i`.S�^}-x This trvss';is designed using the #LC = 17 Nli • 22# 3 7-11 4 58: 1.50' 1:50" Mark.all interior,bea 'ng locations. IF HANGERS'ARE'INDICATED ON=THIS'DRAWING, UBC 97 Code. . BRG REQUIREFIFNTS'shaNn are based ONLY Install:irnterior supports) before erection. THEY,ARE BASED ON•1:S-HANGER NAILS'FOR Bldg Enclosed - Yes,.Importance Factor - 1.00 an the.trvss'tltaterial at each bearing a�m m lonsebe temcd by me conponent mamdactwer anNor boding designer par w &Wcetloa The wnlaner mm th mrq desat ascenaat Shim bearings (if needed) for req. support. 1 -PLY AND 3" HANGER NAILS'FDR MULTI=PLY Truss'Location - Not End Zone MAX DEFLECTION (span) PLATING HASED ON GREEN LUMBER VALUES.. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Hurricane/Ocean Line - No Category - C L/999 IN MEM s 3-4•r,LIVE) HANGERS MIST BE RE-EVALUATED (BY OTHERS). Bldg Le 40.00 ft eieg Width = 30.00 ft - L='-0:04" -0.04' T. -0.07" Mean roohei ht - lA f7 ft mph 75 t "kinds eta an cols design med or wceed ft baling kroosed by ft beat building code end me parkular appilmtlon. The design assumes Nat the top dwm is Imeaft braced by rine roof or Moor M*aU*V and rine bodorn Chord is laiwa4laced by a dpid shea0 ft material dire tly TC Live TTI C� p��lRt >/ 7frs.(p0R) CSi Occupancy, Load UBC Standard cu c p 10.8 sf 1-2 1(0/ 29(0.963 Du rFaes - L=1.25 P=1.25 -1 8.24 2-0 1 HOS / 1 1.60 .00 ' TC Dead 10.00 psf �HROS t(( ) 3sc 6(0.96 % TEV 663 0 3 4-0 0((1.60))))))/ 0((((1.25 0.00 1.15 T 0-10-3 1x3.12 2 3� NNO a -o -o I� 8-0-0 I 3 4 8-0-0 1-3 T 1 4-9 • I SHIP WAKWIV URead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is far an kx2vk ual building cemponenl nM bum system It. has been baud on sip -them brs prod M the cxivohen! manufactLaw 4A: D ri ve_T_0051204_L00005_] 00001 ® and done In eacardance with me ounerd wsrors of TPI and AFPA design sterderds. Ne respansb Ry is assmred fw dimensional aoa,rery. Ds n r : GD g #LC = 17 Nli • 22# a�m m lonsebe temcd by me conponent mamdactwer anNor boding designer par w &Wcetloa The wnlaner mm th mrq desat ascenaat HOMEWOOD "kinds eta an cols design med or wceed ft baling kroosed by ft beat building code end me parkular appilmtlon. The design assumes Nat the top dwm is Imeaft braced by rine roof or Moor M*aU*V and rine bodorn Chord is laiwa4laced by a dpid shea0 ft material dire tly TC Live 20.00 psf Du rFaes - L=1.25 P=1.25 artadned. unless dherwlse noted. &acing slw is for lateral support of capon nt rnertEers only to reduce e,dmng length. This com ponem TC Dead 10.00 psf Rep Mbr Bnd 1.15 be in that the 19%and(w Rep Mbr Comp 1.00 R ® TRUSS shag not Placed any emlronment amu muse moisture cadent of the wood to exceed muse connector plate amosion. Fabdmte, handle, irstag brace this on 'JOINT in Tn6wal, ANSVrPI r, WrC_A r-VAd miss camas •JOINT OErAJLZ BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark zwin and accordance wby ofArnedcaS de'd°esq" °'"e, 1wNa"' '"ST^wNc^"°t rGNc"+ET^ca^TEcowacTE°^°°°rRtu s BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 {M891) and MS -91 SUMMARY SHEEEr by TPI. The Truss Ptaie Institute (TPO is baled at D'Orwfrio odea, Madson, wisoonsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 PlheamedcanPomand Paper Association WPr)bbmledat111119thSbeet.NW. Ste SM. V&sldngwn.Dc2aoae. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/18 y�,'~1 k4 +.: z�"+•., s: v^ '':. ;,�p,... �y.�, .eY - ,,7.�!'s;:.^+^•=.y�. h ..,r + ,�.7'N=l ��:i-.i':i... ° t' .�.J.tr"•,..g. %"':'y:: �kT .-.,ice is ;r ":4:•i';i, •.41 -� •..t'.-tc�,'.,,- ,!•"•_moi., .f.- •�f-.r? .. y�lvss,� ' ,:7 it -��. c , ?ri .l:. -Y� :.I V 'r;7�,'� owk.2„��i�atlta'",�aw._.i+�.,���k:���.c'S ���'�. 135blName Jones Reside cn e M '„ � ` 1 _„ - z _• �_� _ 'Fal REACT SIZE �EREQ'DTC,Cs''t ' ' 2z4DFts`il'ti �..- 'pian ng-fspec%' 1�r0 2112 ^{351 3:50 1�1 50"� BC�<♦ Ira .. 23c4 DFL /lir '�7-. pT}DS DESIGf1 I$t 2 =3-11 10 : 140 1:50 1:50" }PLATE VALUES PERi1030iRESEARCH REPORT. MILTIPLEiLOAD +3L'r7-11 4 'r"68 1:50 1.50"• • -Mark all •inteoor,bearinr�?g',locations: , , IF HANGERS'ARE, BRGIREQUIREMEMS shown are based ONLY Install interior support erection. THEY:ARE-BASEL on the.trvss material at each bearing Shim bearings (if needed) for req. support. 1 -PLY AND 3" H MAX DEFLECTION (span) PLATING BASED ON GREEN L ER VALUES. GIRDERS. IF 2. L/999&Ot MEM? 3-4 LIVE) HANGERS MIST 8 L-' 06":•1 D- -0.06 - T. -0.12" ' tltllI (BS((EgR�5�tppF3aES: � ((WR53 _Tc 7 2-0 I i-25)/ I1C1-W) 0.00 • 1-2 18 1. / , 36 1.2 0.29 `4-0 O'1.2i)% �0 1.25) 0.005 T 1-4-11 1T 0 -3-12. 1 2 3r 25 X '�,te7�'' y r 4 ♦ rt G� �YX9,`�x.4-31: ' `�.W,,�(C,�,sS,.�c1 �1 ✓ ��{ y{'" � ''.�s FYU43, 2. `+;Support f 2 -36 •lb - This.truss is designed using the UBC-97.Code., 'Z . . Bldg Enclosed v Yes, Importance Factor = 1.00 Truss•Location - Not.End,2one 1. Hurricane/Ocean Line - No ^E%5gegory - C Bldg Length -140:00 ft�Bidg dth - 30.00 ft Mean roof, height - - 10. f4 ft, mph - 75 UBC Standard Occupancy, Dead Load = 10.8 psf 8-00.0-0 8 n 8-0.0 I 3 _ 4 8-0-0 rr- VIV esajge franle� e j=as g esu >�, N° I it �a e. 8 30/2005 WARNINGRead an notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann Jones This deign Is for an Individual wading mrnponerd not buss system It has been based m spednmtwrs proOded by the axryaen manufacturer WO: Dri ve_T_0051204_L00005_J 00001 ® and done In O=fdwm with en omen vensbns of TPI and AMA design standanis. W responsrDlRy 6 assorted for dirrorsbnet amaaiy. Dsgn CD Mnensionsma to be `edged by ma eomponen nen tawaer wWor budging dwtgner pdn to Nxicetion The wilding designer Met esmrtam and r : #LC = 17 WT: 26# the bade tOzed on Oftdesign r eet or exeed ft badirtg Mposed by oro local buildingroand th de e padiodar appBcffdm The design assumes TC Live 20.00 psf Du rFaes L=1.25 P=1.25 HOMEWOOD that the top den is lateregy braced by the hoof or noon sheathing end the bottom chord Is letcary bread by a dgb sheat" metwiel auedry attedenwi d. aniess otlese noted. Bmdng shown is for lateral support of ampaens b wading TC Dead 10.00 Re Mbr Bnd 1.15 p ®TRUSS ® r ernims any rectum iengm. This oortpteere Shea not be placed an any enamnmen nut will rt Carse the dsone cornett of the wood to exceed 19% ardlor muse oonnedm or plate nosion. BC live psf .00 psf 0sf Re p Mbr Comp 1.00 4445 Northpark Dr. bri Facate,handlo,6i9a9andtxawMbun bamonancewith VOINTDETAILSss by Rep Mbr Tens 1.00 Colo Springs, CO 80907 ofAmedcess'm"doeWResponymiues•'w.oUr'ciruTALuricAMBwtclrocWTALPLATE CONECMw.000TRUSSES' BC Dead 10.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 -"B-91) and Tete -91 sAQAARY &4EEr by TPI. The Tnm Plato institute M Is beefed at aanofdo ode. Madison. vKsmnsin 53719. Design Spec UBC -97 ee eAmednForestandPaperAssodauon(AFPA)isbmtedatII1119th weal.rlw,se80o.wash1ngton.Dc20038. TOTAL 40.00 psf DEFL RATIO: L/240 TC: L/18 0 3.25 8-0 8-0-0 B2 W:108 RA 72 U:-68 1-11-3 1-11-3 to -L-2 2.5-6 2-5-9 SHIP T B1 B3 W:308 W.108 RAN 5-11-12 R-83 U:-94 U: 2-0-0 e -o -o I 3 4 8-0-0 8-0-0 Coded a a�fals�e fr�artte� es afire seas Bs lhowrl� e Sh K shd es to�av Dov with Fs�3 rel at I s a MI.). Joli ;Name. Jones;'Residence - Truss ID: J6 _ _ Q ,. 4 8RG`,. X -LOC' RFACT..SIZE REQ'D,' 1 0- 112 424 3:50 1 50" TC 2x4 DFL #1 Platin gg sppeec ANSI/TPI 1995 UPLIFT REACTIONS) ® and done In accomence wIM the Qarent verslors of TPI and AFPA design stan0abs. No respo sibil ly is assumed for dimensional accuracy. BC. 2x4:. DFL #1 THIS DESIGN IS THE CMWOSIlE RESULT OF Support 1 -94 lb 2 5-11 0, 172 1.50 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. MLTIPLE LOAD GASES. Support 2 -68 lb TC Live 3 7-11 4 83 1.50 1 SO" BRG REQUIREf4EMS shown are based ONLY Mark all interior bearing locations. Install interior supports) before erection. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1-S" HANGER NAILS FOR This truss is designed using the UBC -97 Code. on the truss material at each bearing MAX DEFLECTION (span) Shim bearings (if needed) for req. support. PLATING BASED ON GREEN 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed =Yes, Llportance Factor = 1.00 L/931 IN MFM 3-4 . (LIVE) L FR VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location - Not End Zone Hurricane/Ocean Line No Exp Category C CR�� 0' T= -0.20" BC Live 0.00 psf - = Bldg Le - 40.00 ft Bidg Width = 30.00 ft Tc aw•� / Fabricate, handle, Imran this bw V and brace truss accordance with 'JOINT OETA by Tnnwal, •ANSI/TPI rWuwus . VirCA r -d Truss council BC Dead Mean roll height - 10.§1 ft, mph - 7S Rep Mb r Tens 1.00 _ g 1 0 3i( 22s % i is s .43 ofAmedca standard Design Responsibilities. VANDIJ CINsr'uuNCAND BRACING WTALPLATE cohrIIIEcTtoWOOD rnusSEs UBC Standard Occupancy, Dead Load = 10.8 psf TRUSPLUS 6.0 VER: T6.4.2 {MB -91) and MD -91 StAWARY SHEET by TPL The Trus Plate Institute crPQ Is located at D'OnoMn Dme, Madison. Wlscordn 59719. Design Spec UBC -97 3-4 UCl•tiU)% 1.6U3 0 1 American Forest amPawAssoaationwPA)iswcatedatiii 119ms,eat.NW.aeeo9.Wt-,Nrow.DC2aosa. TOTAL 40.00 psf DEFL RATIO• L/240 TC: L/18 4-0 / 0(1.25) 0.00 0 3.25 8-0 8-0-0 B2 W:108 RA 72 U:-68 1-11-3 1-11-3 to -L-2 2.5-6 2-5-9 SHIP T B1 B3 W:308 W.108 RAN 5-11-12 R-83 U:-94 U: 2-0-0 e -o -o I 3 4 8-0-0 8-0-0 Coded a a�fals�e fr�artte� es afire seas Bs lhowrl� e Sh K shd es to�av Dov with Fs�3 rel at I s a MI.). 8/30/2005 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Alan & Leigh Ann ]ones This design Is for an Individual building conponent not truss system n has been based on specifications proAded by me component manufacturer W0: Drive—T-0051204—L00005-100001 ® and done In accomence wIM the Qarent verslors of TPI and AFPA design stan0abs. No respo sibil ly is assumed for dimensional accuracy. Dsgn r : GD #LC = 17 Wr: 29# Oimenswmare to be vedned by me component manufacturer and/or building designer prof to fabrication. Tie building designer must ascertain that TC Live 20.00 psf Du rFacs L=1.25 P=1.2 5 HOMEWOOD "e bads°ted on Mis design meet or exceed me wning aImposed by the local eumlng code and Me parta,lar applkation. The design asstunes Mat Me lop mord is laterally traced by Me roof or floor sheathing and me bottom aero is lateratly breoed by a rigid sheMing material directly enamed, unless omen 0se rated. Bracing sham a for lateral support of components members only to reduce baidlrp ten9tth. This mnponem TC Dead 10.00 psf Re Mbr Bnd 1.15 P TRUSS shall not be In any enNrenment thm the the to 19% Rep Mb r Comp 1.00 ® Dtaced wa case moisture content of wood exceed and/or cause connector plate comos;on. BC Live 0.00 psf 4445 Northpark Dr. Fabricate, handle, Imran this bw V and brace truss accordance with 'JOINT OETA by Tnnwal, •ANSI/TPI rWuwus . VirCA r -d Truss council BC Dead 10.00 Rep Mb r Tens 1.00 Colo Springs, CO 80907 ofAmedca standard Design Responsibilities. VANDIJ CINsr'uuNCAND BRACING WTALPLATE cohrIIIEcTtoWOOD rnusSEs psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 {MB -91) and MD -91 StAWARY SHEET by TPL The Trus Plate Institute crPQ Is located at D'OnoMn Dme, Madison. Wlscordn 59719. Design Spec UBC -97 American Forest amPawAssoaationwPA)iswcatedatiii 119ms,eat.NW.aeeo9.Wt-,Nrow.DC2aosa. TOTAL 40.00 psf DEFL RATIO• L/240 TC: L/18 ax�.'r A k kX ,,{ f Y'6( f 'xM., .-.^'c tax v'�1:.•.. FV` Y .. '"�'-rte 4 ✓ �t. 1 s�..�sl�'.�'�"�Ys,w.x�.:`•.yi�sni�:;,.�t Job�Name�Jones BRG' A.SX�LOCgREACT'; SIZE'REQ'D"TCT" �2x4tDFl 1 1;12 1[483 x3:50 �i1s50"+i �`a' i r `rS2X45oDFLw#1�- !0._a..sz �• S 2 �ti17-11 0� 2131a 1: SO". , 1.50" : �y PLATE VALUES' PER! ICBG RESEARCH REPORT #1607. 3 7=11- 4. 103-:1:50= 41:50" .Mark,ill•interior,bearilocations.' - wn BRGIREQUIREMENTS shoare based ONLY -Install• interior'supportt(s);before erection. on the.truss material) at each bearing Shim bearings (if needed for req. support. MAX DEFLECTION (sp�LIVE) PLATING BAS �D ON QtEEN LUMBER vAtUES. i t/589�IN.MEM ' 3-4( L= -0.160.16'. T. 70.32" UttTIru-�rs�t FORffS: TC mw -54- / 7Ef6. qAt. "6I 1-2 • 1.25 .2-0 ,; 1 1.25 / 1 3.60 5.00 3� CW. ( 6 TF169(dlR�j'6� 4-0 O 1.60 / 0(1.25) 0.00. 4 3r3', ir,�„ `Titer t+'..��"��aiyr'tsiit L a��'ls'ir..''�a..•'+r.-s*t'7b..s...s :..moi.,.+..-..-.�� ' Truss ID:''J8 i ... ': K� ne7c4#S. UPLISuFpTp�RoFrItiC-T1IO-NF ' • D-QIC/OTMPPIOSXIT1E99+R5ES.�U. LT"F OFA�,'-4j 4 IPLE?LOAD CASES`' •_r T in- .: d6THIS 112E lb a.i �port 2, * 95.1b- NGERS'AREIINDICATED DRAWING, ;ARE:BASED ON'1:5 4HANGER NAILS -FOR Thisttruss,Ts designed using the UBC-97,Code. •- Y AND 3":HANGER NAILS'FOR MULTI -PLY Bldg Enclosed : Yes, Importance Factor = 1.00 ERS. IF12.5".•Q)N NAILS ARE USED, THE Trvss'Location_- Not End Zone ERS MIST BE'RE-EVALUATED (BY OTHERS). - Hurricane/Ocean'Line . No'F�cp Category - C Bldg Length: 40.00 ft ft, Width . 30.00 ft #LC 15 WT: 33# Mean. roo Ihei ht . li.b9 ft, mph '. 75 9 UBC Standard Occupancy, Dead Load . 10.8 psf 8.0-0 8-0-0 1 2 13.25 8-08-0-00 3 4 8-0-0 B2 W:108 11:213 U:-95 2-5-11 3-0-1 SHIP 108 03 false r�arfle� a`goposu ""rtane�asg�lsnaer�'aa Xa sn ,toi&bv '� w, pefsrn,a ai esFr',. 8/30/2005 R GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Al an & Lei gh Ann )ones This design is for an individual taming wrn h net in= ahas wen Oases on sp-mcadons souses by the mnpmwt matwfaCwer W0: Dri ve_T_00 S1204_L00005-100001 ® and done In accordance wide the current wraons of TPI and AMA design stardatGs No 25po sbUy Is assured for dimensional accuracy Dsgn r : GO #LC 15 WT: 33# DureflSIOM e to be yenned by me component manufacturer andror buldbq designer prior to Wcadon The a,odxp designer mar ascermin that = TC Live -20.00 psf Du rFaes L=1.25 P=1.25 HOMEWOOD the loads abfted on nils design meet or exceed the leading Unposed by the WW wDdmg code and the particular appOcatbn The design assumes dmf the top chord is tatemfiy Oreaed by the mof or floor sheathing and the bottom mad Is laterally braced by a Agin sheathing material directly attached. unless otherwise noted. &aang shown is for lateral support of components munbers only to reduce welding le gih. This cwnponem TC Dead 10.00 psf Re Mbr Bnd 1.1 S p ®TRUSS shall not be placed in my environment that will cause the moisture Content of the wood to exceed 19% andlor cause connector plate corrosion. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. Fabricate, handle, install and brace this truss in accordance with 'JOINT DETAILT by rnewai. •ANSurP1 rWo, wren r -Wood Thus CouncilRep America Standard Design Responshlides,'PA BC Dead 10.00 Mbr Tens 1.00 Colo Springs, CO 80907 of uNGiNsrA'liNGAND WrAcn''o",+ETALRATE c0NNECTEDWO oTr:USSIEs psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 -"B-91) and Wei}91 SUWAARY SHEEr by TPI. The Truss Plate institute (rPQ is located at aonordo Dee, Madison. VUsoordn 53719. American Forest and Paper Association (FPA)Islocated atI11119th SUeKNW. Ste s00.Washington, DC20036. TOTAL 40.00 psf Design Spec UBC -97 DEFL RATIO: L/240 TC: L/18 11 ` ,` `."tlnl rfrf ``(` j{j{1 jII(II (II +II 1 jII jII (II IrI ll��'�1 I���III�t �I�����If 1�1�1��■I ' ZQJ04—!0035599 Recorded I REC FEE 13.00 RECORDING REQUESTED BY Official Records I TAX 84.50 Mid Valley Title & Escrow Company County Of I BUTTE 1 CANDACE J. GRUBBS I AND WHEN RECORDED MAIL TO: I Alan D. Jones and Leigh Ann Jones ROSE�tecorder ARY dICi(SON I Assistant I Shauna P.O. BOX 232 09:00AM 15-Jun-2004 I page 1 of 3 GRIDLEY, CA. 95948 Space Above This Une for Recorder's Use Only A.P.N.: 025-200-101 File No.: 0401-221998 (TB) 3 The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $324.50; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ x computed on the consideration or full value of property conveyed, OR computed on the consideration or full valueless value of liens and/or encumbrances remaining at time of sale, x unincorporated area; ( ) City of unincorporated area, and CORPORATION GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Onstott Orchards, a California Corporation organized under the laws of the State of California hereby GRANTS to Alan D. Jones and Leigh Ann Jones, husband and wife AS JOINT TENANTS the following described property in the unincorporated area of , County of Butte, State of California: See attached legal description Dated: _ 06/10/2004 Onstott Orchards, a California Corporation By: Andrew Evans, Secretary Mail Tax Statements To: SAME AS ABOVE A.P.N.: 025-200-101 STATE OF COUNTY OF ) On. me, Grant Deed - continued File No.:0401-221998 (TB) Date: 06/10/2004 before k,*C2: personally appeared LA'IV V C14� i'-vcLin's personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature My Commission Expires: 4� This area for o>iiclal NIME COMM. s 1266112 NOTARY PUBLIC-GALifORN1A G� MARIN couNrr 0 �18COMM. EXP. NOV. 23, 2004 -' Notary Name: Ahli(c.i 0V;H1F4e"— Notary Phone: C4(6q11-6-7-?4 Notary Registration Number:_ 1.2 County of Principal Place of Business: j r", C V4 a Order No. BU -221998 TB i Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCELI: LOT 12, ACCORDING TO TIiIAT CERTAIN MAP ENTITLED, "THE ORD RANCHO AND THE BOYLES RANCH", RECORDEIJ IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,'4MARCH 22, 1928, IN MAP BOOK 8, AT PAGE 24A. c APN 025-200-101-000 (PORTION) PARCEL II: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE SOUTHWEST QUARTER OF SECTION 29 AND THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 18 NORTH, RANGE 3 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A STRIP OF LAND, 80.00 FEET IN WIDTH, BEING 40.00 FEET ON EACH SIDE OF AND PARALLEL OR CONCENTRIC WITH THE CENTERLINE OF THE SACRAMENTO NORTHERN RAILWAY'S LINE OF RAILROAD,_ SAID CENTER LINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 12 OF THE ORD RANCHO AND THE BOYLES RANCH, AS RECORDED IN BUTTE COUNTY RECORDER'S OFFICE IN BOOK 8 OF MAPS, AT PAGE 24-A; THENCE FROM SAID POINT OF COMMENCEMENT SOUTH 501 03' EAST ALONG THE SOUTHWESTERLY PRODUCTION OF THE SOUTHEASTERLY LINE OF SAID LOT 12, 52.14 FEET, TO A POINT ON THE CENTERLINE OF SAID SACRAMENTO NORTHERN RAILWAY, AND THE POINT OF BEGINNING OF THE PARCEL OF LAND TO BE DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NORTH 000 03' WEST, 512.90 FEET, MORE OR LESS, TO A POINT OF CURVE; THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2864.93 FEET (THE CENTER OF SAID CURVE BEARS NORTH 890 57' EAST), THROUGH A CENTRAL ANGLE OF 210 22' 18", AN ARC DISTANCE OF 1068.59 FEET, TO A POINT ON THE SOUTHERLY LINE OF ORD RANCH ROAD. THE EASTERLY LINE OF THE ABOVE DESCRIBED PARCEL OF LAND BEING THE WESTERLY LINE OF LOT 12 OF THE ORD RANCHO AND THE BOYLES RANCH, AS RECORDED IN BUTTE COUNTY RECORDER'S OFFICE IN BOOK 8 OF MAPS, AT PAGE 24-A. EXCEPTING THEREFROM ALL GEOTHERMAL RIGHTS AND ALL MINERALS, OIL, GAS AND OTHER HYDROCARBON SUBSTANCES BELOW A DEPTH OF 500 FEET OF SAID REAL PROPERTY, WITHOUT THE RIGHT OF SURFACE ENTRY, AS RESERVED IN THE GRANT DEED RECORDED FEBRUARY 14, 1974, IN BOOK 1890, PAGE 13, OFFICIAL RECORDS. APN 025-200-101-000 (REMAINDER) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* I Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services I 708 Colusa Ave., Ste 5 I Plan Check / Date Yuba City, CA 95991 (530) 674-7800 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 364 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 4.1 % of floor area Average Glazing U -factor... 0.38 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value -------- R -value -------- R -value ------- U -factor Location/Comments ------------ Wall ------- Wood R-13 R-0 R-13 ------- ------------------------ 0.088 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 M:i:8k)IDM0Zalv0to) kl Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- ----- ------ ----------------------------------- ----- Window Right (N) 15.0 0.380 0.350 Standard Standard None Equipment Type ------------ Furnace ACSplit HVAC SYSTEMS ------------ Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location R -value Leakage ------------ ------- ----------- ------- ------- 0.900 AFUE n/a Attic R-4.2 No 12.00 SEER No Attic R-4.2 No ACCA Manual Thermostat D Type ------ ---------- No Setback No Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------ ---------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ---------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... JACK MUNDS Company. MUNDS,DRAFTING & DESIGN Address., 708 COLUSA AVE STE5 YUBA CITY, CA 95991 Phone... (530) 674-7800 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... JACK MUNDS Company. Munds Drafting & Design Services Address. 708 Colusa Ave., Ste 5 Yuba City, CA 95991 Phone... (530) 674-7800 Signed. (date) COMPUTER METHOD SUMMARY Page 1 C -2R Project Title Title.......... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* I Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services I 708 Colusa Ave., Ste 5 I Plan Check / Date Yuba City, CA 95991 (530) 674-7800 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ----------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = (kBtu/sf-yr) Design --------------------------------- Design Margin = _ = Space Heating.......... 12.31 ---------- 9.95 ---------- _ 2.36 = = Space Cooling.......... 20.64 13.98 6.66 = = Total 32.95 23.93 9.02 = _ *** Water Heating not ----------------------------------------------------------------- ----------------------------------------------------------------- calculated GENERAL INFORMATION - ------------------- Conditioned Floor Area..... 364 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 2184 cf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 4.1 % of floor area Average Glazing U -factor... 0.38 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 6 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... T.JONES Date..12/07/05 09:00:49 ------------------------------------------------------ . ,MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit -------------- ------------ ----------------------- ----- -------- --------- LOFT Living 364 2184 1.00 Yes Setback 8.0 Standard No OPAQUE SURFACES FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- LOFT 1 Window Right (N) 15.0 0.380 0.350 0 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments -------------- LOFT ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall •156 0.088 13 90 90 No W.13.2X4.16 2 Wall 84 0.088 13 180 90 No W.13.2X4.16 3 Wall 156 0.088 13 270 90 No W.13.2X4.16 4 Wall 69 0.088 13 .0 90 Yes W.13.2X4.16 5 Roof 364 0.025 38 n/a 0 Yes R.38.2X4.24 6 Floor 364 0.037 19 n/a 0 No FC.19.2X8.16 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- LOFT 1 Window Right (N) 15.0 0.380 0.350 0 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ---------- ------------------------------- *** Items in this section should be documented on the.plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency Airflow Location ------------------------------- R -value ------- Leakage --------- D -------- Eff ---- LOFT Furnace 0.900 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 12.00 SEER No Attic R-4.2 No No 0.669 SPECIAL FEATURES AND MODELING ASSUMPTIONS ---------- ------------------------------- *** Items in this section should be documented on the.plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... T.JONES Date..12/07/05 09:00:49 ------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND REMARKS I MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R --------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services 708 Colusa Ave., Ste 5 Plan Check / Date Yuba City, CA 95991 (530) 674-7800 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment _36 *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): 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 insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Seca 151 meets Commission 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 9-t3 14 IJ1A 1JA 115 1 f MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R --------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 ------------------------------------------------------------------ •MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. �IA SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance ✓ with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or / cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less•than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. V *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B: If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... T.JONES Date..12/07/05 09:00:49 ------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND - ------------------------------------------------------------------------------ resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot .< 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R --------------------------- Project Title........... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services 708 Colusa Ave., Ste 5 Plan Check / Date Yuba City, CA 95991 (530) 674-7800 Field Check/ Date Climate Zone........... 11 --------------------- Comp liance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. --------------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND -----------------------------------------.-------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 364 sf Building Type.............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 4.1 % of floor area Average Glazing U -factor... 0.38 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type ------- R -value -------- R -value -------- R -value ------- U -factor Location/Comments ------- ------------ Wall Wood R-13 R-0 R-13 ------------------------ 0.088 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- ----- ------ ----------------------------------- ----- Window Right (N) 15.0 0.380 0.350 Standard Standard None Equipment Type ------------ Furnace ACSplit HVAC SYSTEMS ------------ Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location R -value Leakage ------------ ------- ----------- ------- ------- 0.900 AFUE n/a Attic R-4.2 No 12.00 SEER No Attic R-4.2 No ACCA Manual Thermostat D Type ------ ---------- No Setback No Setback 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... T.JONES Date..12/07/05 09:00:49 ---------------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User=Munds Drafting & Design S Run-TJAMEND --------------------------------.----------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building.incorporates a Zonally Controlled HVAC System. REMARKS CERTIFICATE'OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... T.JONES Date..12/07/05 09:00:49 ----------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND -------------------------=----------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall .design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JACK MUNDS Name.... JACK MUNDS Company. MUNDS DRAFTING & DESIGN Company. Munds Drafting & Design Services Address. 708 COLUSA AVE STE5 Address. 708 Colusa Ave., Ste 5 . YUBA CITY, CA 95991 Yuba City, CA 95991 Phone... (530)674-7800 Phone... (530) 674-7800 License. Signed.. �- /��a�%sem Signed.. (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) COMPUTER METHOD SUMMARY Page 1 C -2R - ----------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* I Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services I 708 Colusa Ave., Ste 5 i Plan Check / Date Yuba City, CA 95991 (530) 674-7800 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance = (kBtu/sf-yr) Design Design Margin = _----------------------------------------------------- - = Space Heating.......... 12.31 9.95 2.36 = = Space Cooling....... 20.64 13.98 6.66 = _------------------------ - = Total 32.95 23.93 9.02 = _ *** Water Heating not calculated GENERAL INFORMATION ------------------- Conditioned Floor Area..... 364 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 2184 cf 0 sf 4.1 % of floor area 0.38 Btu/hr-sf-F 0.35 6 ft COMPUTER METHOD SUMMARY Page 2 C -2R --------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 --------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ----------------=-------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit -------------- ------------ ----------------------- ----- -------- --------- LOFT Living 364 2184 1.00 Yes Setback 8.0 Standard No OPAQUE SURFACES HVAC SYSTEMS Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments -------------- LOFT ------ ----- ----- --- ---- ----- ------------ ---------------- -------- 1 Wall 156 0.088 13 90 90 No W.13.2X4.16 ACSplit 2 Wall 84 0.088 13 180 90 No W.13.2X4.16 3 Wall 156 0.088 13 270 90 No W.13.2X4.16 4 Wall 69 0.088 13 0 90 Yes W.13.2X4.16 5 Roof 364 0.025 38 n/a 0 Yes R.38.2X4.24 6 Floor 364 0.037 19 n/a 0 No FC.19.2X8.16 FENESTRATION SURFACES Area --------------------- U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- LOFT ----- ----- ----- --- ---- -------------- -------------- 1 Window Right (N) 15.0 0.380 0.350 0 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff ------------- LOFT ------------------------------- ------- --------- -------- ---- Furnace 0.900 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 12.00 SEER No Attic R-4.2 No No 0.669 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. COMPUTER METHOD SUMMARY Page 3 C -2R ------------ Project Title.......... T.JONES Date..12/07/05 09:00:49 -------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------ REMARKS t MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R -------------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services 708 Colusa Ave., Ste 5 Plan Check / Date Yuba City, CA 95991 (530) 674-7800�FieldCheck/ Date Climate Zone........... 11--------------------- - - ---------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------ MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND - ---------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or .equivalent U -factor in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment 6 MA *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): 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 insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. 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 Commission 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 W)A WIA V 01A 0 t MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------ Project Title.......... T.JONES Date..12/07/05 09:00:49 ------------------------------------------------------------------ MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND - ---------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and / faucets certified by the Commission. ►/ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. V *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. Y 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ----------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 ----------------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a-. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. V 115: Gas-fired central furnaces, pool heaters, spa heaters or .household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures f are IC (insulation cover) approved. y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* I Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services I 708 Colusa Ave., Ste 5 I Plan Check / Date Yuba City, CA 95991 (530) 674-7800 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method.....: MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 364 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 4.1 % of floor area Average Glazing U -factor... 0.38 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type ------- R=value -------- R -value R -value U -factor ---------------------- Location/Comments ------------------------ ------------ Wa 11 Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- Window Right (N) ----- 15.0 ------ --------------------- 0.380 0.350 Standard -------------- Standard ----- None Equipment Type ------------ Furnace ACSplit HVAC SYSTEMS ------------ Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location R -value Leakage ------------ ------- ----------- ------- ------- 0.900 AFUE n/a Attic R-4.2 No 12.00 SEER No Attic R-4.2 No ACCA Manual Thermostat D Type ------ ---------- No Setback No Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R -------------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 ------------------------------------------------------------------ MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND -------'------------------------------------------------------------------------ SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** ***installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R --------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 --------------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM CF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JACK MUNDS Name.... JACK MUNDS Company. MUNDS DRAFTING & DESIGN Company. Munds Drafting & Design Services Address. 708 COLUSA AVE STE5 Address. 708 Colusa Ave., Ste 5 YUBA CITY, CA 95991 Yuba City, CA 95991 Phone... (530) 674-7800 Phone... (530) 674-7800 License. Signed. . = 4' - O�pr��� Signed.. C ¢' �o7/es (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) COMPUTER METHOD SUMMARY Page 1 C -2R ---------------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services I 708 Colusa Ave., Ste 5 I Plan Check / Date Yuba City, CA 95991 (530) 674-7800 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. --------------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf,-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 12.31 ---------- 9.95 ---------- - 2.36 = - Space Cooling.......... 20.64 13.98 6.66 = = Total 32.95 23.93 9.02 = _ *** Water Heating not calculated GENERAL INFORMATION Conditioned Floor Area..... 364 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 2184 cf 0 sf 4.1 % of floor area 0.38 Btu/hr-sf-F 0.35 6 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 ------------------------------------------------------------------ MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit -------------- ------------ ----------------------- ----- -------- --------- LOFT Living 364 2184 1.00 Yes Setback 8.0 Standard No OPAQUE SURFACES FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- LOFT 1 Window Right (N) 15.0 0.380 0.350 0 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments -------------- LOFT ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 156 0.088 13 90 90 No W.13.2X4.16 2 Wall 84 0.088 13 180 90 No W.13.2X4.16 3 Wall 156 0.088 13 270 90 No W.13.2X4.16 4 Wall 69 0.088 13 0 90 Yes W.13.2X4.16 5 Roof 364 0.025 38 n/a 0 Yes R.38.2X4.24 6 Floor 364 0.037 19 n/a 0 No FC.19.2X8.16 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- LOFT 1 Window Right (N) 15.0 0.380 0.350 0 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff ------------- LOFT ------------------------------- ------- --------- -------- ---- Furnace 0.900 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 12.00 SEER No Attic R-4.2 No No 0.669 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Zonally Controlled HVAC System. COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... T.JONES Date..12/07/05 09:00:49 ------------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM C -2R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- REMARKS MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R -------------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 Project Address........ LARKIN ROAD ******* --------------------- BIGGS, CA *v6.01* I Documentation Author... JACK MUNDS ******* I Building Permit # Munds Drafting & Design Services 708 Colusa Ave., Ste 5 I Plan Check / Date Yuba City, CA 95991 (530) 674-7800 I Field Check/ Date Climate Zone........... 11• --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. --------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Desiijgn- *150(a): Minimum R-19 ceiling insulation. eF, 150(b): Loose fill insulation manufacturer's labeled R -Value. 1Jl� *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply .to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): 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 insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. 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 Commission 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 Enforce- ment V MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R --------------------- Project Title.......... T.JONES Date..12/07/05 09:00:49 MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. X44 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. V 150(i): Setback thermostat on all applicable heating and/or / cooling systems. d 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect ✓ hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually V 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R - ------------------ Project Title.......... T.JONES Date..12/07/05 09:00:49 ----------------------------------------------------------- MICROPAS6 v6.01 File-TJAMEND Wth-CTZ11S92 Program -FORM MF -1R User#-MP2299 User-Munds Drafting & Design S Run-TJAMEND ------------------------------------------------------------------------------- - resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. BUILDING INFORMATION: - NEW RESIDENCE _ FIRST FLR CONDITIONED AREA: 2318 SQ FT SECOND FLR CONDITIONED AREA: 1067 SQ FT TOTAL CONDITIONED AREA: 3385 SQ FT GARAGE AREA: 735 SQ FT COVERED PATIO: 397 SQ FT I I I I BALCONY: N/A SQ _ FI - COVERED PORCH: 398 SQ FT -I 1. OTHER: N/A SQ FT I DESIGN CRITERIA: Iel l l it �► I l 11 i► i l it II I � li i► ► I ii �l l i ►� II I � II II I I II III ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 20 PSF a FLOOR LIVE LOAD 4.0 PSF FLOOR DEAD LOAD 10 PSF SOIL BEARING PRESSURE 1000 PSF WIND SPEED 75 MPH WIND EXPOSURE B SEISI`'(IC,} ZONE 3 NOTE: THE 2001 CALIFORNIA BUILDINGCODES (CBC), PLUMBING CODES (CPC), MECHANICAL CODES (CMC), AND ELECTRICAL CODES (CEC), ADOPTED BY THE STATE 0= CALIFORNIA AS OF NOVEMBER 1, 2002 AND AMENDMENTSB.Y LOCAL JURISDICTION ARE APPLICABLE TO THIS PROJECT: FRAMING SILL PRESSURE TREATED HEM/DOUG. FIR STUD/PLATE/BLOCKING STANDARD AND BETTER DOUGLAS FIR JOIST/RAFTER/HEADER #2 AND BETTER DOUGLAS FIR EXPOSED TIMBERS #1 FOHC DOUGLAS FIR MANUFACTURED BEAMS TRUSS JOIST OR EQUAL "NCE, WALL SHEATHING 3/8" CDX PLYWOOD/ OSB IHEJ ROOF SHEATHING 1/2" CDX PLYWOOD/ OSB EAVES 1/2" CCX P&TS/ OSB SOFFITS R/S PLY/STUCCO TRIM RS KD SPRUCE/STUCCO FRAMING HARDWARE SIMPSON STRONG TIE OR EQUAL TRUSS MANUFACTURE TO PROVIDE ENGINEERING FOR ASSEMBLED ROOF & FLOOR FRAMING. ABBREVIATIONS A.B. ANCHOR BOLT N/A-: NOT APPLICABLE ABV ABOVE NIC NOT IN CONTACT BOH BOTTOM OF HEADER NOM NOMINAL 750° BOT BOTTOM NTS NOT TO SCALE BM BEAM OVR OVER �.. .. BTR BETTER OC ON CENTER CONC CONCRETE OH OVER HANG CONT CONTINUOUS PL PLATE LINE CJ CEILING JOIST PT PRESSURE TREATED �"'s�s c,9 oo1 CLG CEILING RO ROUGH DF DOUGLAS FIR RS ROUGH SAWN DJ DECK JOIST S4S SUFACED FOUR SIDES FJ FLOOR JOIST SUBFLR SUBFLOOR i FOS FACE OF STUD T&G TOUNGUE AND GR00VIm HB HOSE BIBB TOC TOP OF CURB HDR HEADER TOP TOP OF PLATE HGT HEIGHT TOS TOP OF SLAB HORIZ HORIZONTAL TYP TYPICAL JT JOINT VERT VERTICAL3z5' PROPOSED _ ® JST JOIST W/ WITH WELL 10i— . \ PROPOSED LEACNFIEL 10' 3355 SF ; i INDEX '`\/J'��,/.� 0 I PAGES: . PROPOSED - -- - �= SIDENC ®. E I SITE PLAN 8c MAP SHEET Al OWNER: I ELEVATIONS SHEET A2 ALAN & LEIGH ANN JONE TIONS SHEET A3 216 WEST HAMILTON RD ELEVATIONS BIGGS, CA 10, FIRST FLOOR P LAN SHEET A4 (530) 868-0753 10�_ �Im un OWNERS ALAN LEIGH ANN DONE SECOND FLOOR PLAN SHEET A5 CONTRACTOR: 216 WEST HAMILTON RD FOUNDATION PLAN SHEET S1 �' BIGGS, CA "`�=,� (530) 868-0753 iii' SCALE 1 "=1 o0' SECOND FLR FRAMING SHEET S2 vre §� coNTRAcroR�: FIRST FLR ROOF PLAN SHEET S3 SECOND FLR ROOF PLAN SHEET S4 JOB SITE ADDRESS: FIRST FLOOR SHEBIGGS, AR SHEET S5 JOB SITE ADDRESS: IGGSROAD BIGGS, CA SECOND FLOOR SHEAR SHEET S6 LARKIN ROAD APN 025 -101 ELECTRICAL PLAN SHEET E1 BIGGS, CA APN 025-200-101 ENERGY REQUIREMENTS 1037' INSULATION: WALL = R-13 GENERAL LARKIN ROAD ° ROOF = R-38 R ALL PLANS ARE THE PROPERTY OF MUNDS DRAFTING AND DESIGN AND FLOOR = R-19 SHALL NOT BE REPRODUCED WITHOUT EXPRESS WRITTEN PERMISSION. GLAZING: TOTAL AREA= -- SF U—VALUE-= .38 MIDI. WATER HEATER: SIZE= 50 GAL TYPE= NAT. GaAs DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DRAWINGS. ..._ ENERGY FACTOR= 0.58 OR IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO REVIEW ALL R-12 BLANKET PLANS AND CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION. IFA HEATING AFU Ea 90% MIN. LACK OF UNDERSTANDING ANY PHASE OF THE CONTRUCTION EXIST'S OR 12. MIN, ANY ERRORS OR OMMISSION ON THE PLANS ARE NOTED THE DESIGNER COOLING .SEER, MUST BE NOTIFIED AND CORRECTION MADE PRIOR TO CONSTRUCTION. ---------- pp C) Z a O SH. 1. CONSTRUCTION SHALL CONFORM THE THE REQUIREMENTS OF THE FOLLOWING CODES AND ORDINANCES: 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIA PLUMBING CODE 2001 CALIFORNIA ELECTRICAL CODE 2001 CALIFORNIA ADMINISTRATION CODE APPLICABLE LOCAL CODES AND ORDINANCES 2. DRAWINGS MAY NOT ALWAYS BE TO SCALE. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS 3. DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION 4. NOTES THROUGHOUT THIS SET OF PLANS SHALL APPLY TO ALL SHEETS, WHERE NOTE IS APPLICABLE 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS FOR CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL APPLY 6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED, ALL JOINTS AND PENETRATIONS SHALL BE CAULKED AND SEALED 7. AFTER INSTALLING THE INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION AN INSULATION CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT "THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53 OF THE CALIFORNIA ADMINISTRATION CODE" 8. THE INSULATION INSTALLED SHALL CONFORM TO FLAME -SPREAD RATING AND SMOKE 8'--4" DENSITY REQUIREMENTS OF SECTION 707.3 OF THE 2001 CALIFORNIA BUILDING CODE 9. PROVIDE BATT INSULATION 1N THE CEILING WHERE THE SLOPE EXCEEDS 2.5/12 10. PROVIDE FLASHING AT ROOF JUNCTIONS TO VERTICAL SURFACES, INCLUDING WALLS, SKYLIGHTS, FIREPLACE CHIMNEY AND MECHANICAL CURBS 11. NAILING SHALL CONFORM TO THE NAILING SCHEDULE REQUIREMENTS OF THE 2001 CBC 24'-6" UNLESS SPECIFICALLY NOTED ON THE PLANS - 12. ALL FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQUAL, AS NOTED ON 3-8 PLANS. HARDWARE SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS 9'-6" - 21'-4 " �� -8" 1® 13. DWELLING TO GARAGE SEPARATION SHALL CONSIST OF A MINIMUM OF ONE LAYER OF W a COVERED PATIO 5/3" TYPE 'X' GYPSUM BOARD INSTALLED .ON THE GARAGE SIDE OF THE SEPARATION. THE SEPARATION SHALL EXTEND FULL HEIGHT TO THE UNDERSIDE OF THE ROOF SHEATHING. 5C'40 FXD N IF THE GARAGE CEILING IS USED AS PART OF THE RATED ASSEMBLY AND ROOF TRUSSES ARE INSTALLED, PROVIDE TWO LAYERS OF 1/2" TYPE 'X' GYPSUM BOARD OR ONE LAYER 0�0 OF 5/8" TYPE 'X' GYPSUM BOARD ON RC -1 CHANNELS SPACED AT 16"O.C. AND INSTALLED N ��® S N PER THE TRUSS MANUFACTURER'S SPECIFICATIONS 3050 SH 3068 FR 2050 5H 4050 FXD 2050 SH PR 3068 FR m 14. OPENINGS IN THE RATED GARAGE CEILING ASSEMBLY SHALL BE PROTECTED BY A ONE-HOUR CONSTRUCTION 15. GYPSUM WALL BOARD SHALL NOT BE INSTALLED ON EXTERIOR SURFACES PER SECTION 2511.1. GBG un Ci 16. WHEN GYPSUM BOARD IS INSTALLED AS A BASE FOR TILE OR WALLS PANELS AT TUB, 04 2 O SH SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER-RESISTANT BACKING BOARD I I I I I NOOK r SHALL BE INSTALLED PER SECTION 2512, CBC Ii 3040 SL 17. WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE INSTALLED IN THE FOLLOWING I I I i I I w I I I 3068 LOCATIONS: I j I CLG: OPEN TO ABO E I I cn I I N BA'I'L 2 svo A. OVER A VAPOR RETARDER i I I m i I I Olt � 01 �I H B. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM i x �- 1 I NIA�"I'EI� BEI�IZIVI I 1 LINE OF BALCONY I I I ®_ � � � x ROOMS OR GANG SHOWERS 1 I CLG: COFFERED I I ABOVE ®i I I I I 1 o C. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12'O.C. I I + 18. SHOWERS AND TUB/SHOWER UNITS SHALL BE PROVIDED WITH A PRESSURE BALANCE OR i I I \ I I SEAM FLUSH --- -r 1 2468 THERMOSTATIC MIXING VALVE CONTROLS PER SECTION 420.0, CPC I I I I I I 3-1/2"x11-7/8" I I C� 18" RAISED PLATFORM 19. PROVIDE 12"X12" ACCESS PANEL FOR FIXTURES HAVING CONCEALED SLIP JOINT I I I I FAMILY RIM�+ I I PSL I I �y � z � � PROVIDE 2 -SEISMIC STRAPS CONNECTORS (TUB UNIT) PER SECTION 405.2, CPC (A I / - - - - - - - - - - - - - - - - - - - � \ I N � ~ N I I pl M INSTALL PER CPC 510.5 00 O h -----------------------`I �, I --1I , „ ,- ,� 20. ALL HOSE BIBBS SHALL HAVE NON REMOVABLE BACKFLOW PREVENTION DEVICES - ' -8 3 6 -10' INSTALLED PER SECTION 603.2, CPC 10'-4" 3'-8"- -6" I O� o' I EQUIP W/PRESS. RELIEF Q I VALVE & DRAIN TO EXT. j M BEAM ��/ 21. PROVIDE/INSTALL WATER HEATER PRESSURE -TEMPERATURE RELIEF VALVE (MAX. 150 PSI) 50 MIRK. BP 5-1 4"x'I1-7 8" I �/ �---------------- PER CPC 608. THE PTR VALVE SHALL BE CONNECTED TO A DRAIN LINE, NOT SMALLER THAN THE PTR U �______________ 5 -SHELVES � /PSL.'.. ,. / i I , � / � � � : _ ��`�' _`. � h VALVE OUTLET. THE DRAIN SHALL BE OF GALVANIZED STEEL, HARD DRAWN COPPER 5 -SH T5 -SH PIPING AND FITTINGS, CPVC, PB OR LISTED RELIEF VALVE DRAIN TUBING. THE DRAW I i �OUNTRY STOVE i o OUTFALL SHALL NOT BE GREATER THAN 24" NOR LESS THAN 6" ABOVE THE GROUND I -� CHATEAU 42DV I �; /' ® M HSIa .I PROVIDE SELFCLC)SING TIGHT to HEATER PER SECTION 510.5 CPC. THE o I D ANSI Z21.88b-1999 i I� ® r 1� FITTING DOOR W/20MIN. FIRE 10 22. PROVIDE SEISMIC ANCHORAGE FOR WATERI I STRAPS SHALL BE LOCATED WITHIN THE UPPER AND LOWER 1/3 OF THE VERTICAL I I UL 3078 i 6S RATING PEn. SECT. 302.4 10) DIMENSION WITH THE LOWER STRAP LOCATED A MINIMUM OF 4" ABOVE THE CONTROLS w T d EXE. 3 CBC. h I W�_ I � I��I 3'-6" -I i�I`I'CI-SEN I cn I I 23. A PERMANENT LANDING IS REQUIRED AT THE EXTERIOR SIDE OF ALL EXTERIOR DOORS mL1I I I , I 4X10 DF HDR THE LANDING MUST BE AS WIDE AS THE DOOR AND EXTEND AT LEAST 36" OUT, PER SECTION 1004.9, CBC I - - - - - - - - - - - - - I N6� I o i I co I Q GAR -AGE 24. PREFABRICATED FIREPLACE SHOWN SHALL BE A FACTORY BUILT DIRECT VENT FIREPLACE. DBL S & DBL P `1. I aI I i I _� N I I ® _ 1 FIREPLACE AND CHIMNEY SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION I I I I =" REQUIREMENTS AND APPLICABLE LOCAL CODES OR ORDINANCES. GAS FIREPLACE TO , ®- _ ®5" STEP DN I o\ RECIEVE ITS COMBUSTION AIR FROM EXTERIOR. VENT TO HAVE ITS BAFFLE PERMANENTLY 10 -9 3 - o I a e II I I AND MECHANICALLY SET IN THE OPEN POSITION, I I _ BEAM DOWN -��1 I X12 DF FLUSH --71 I PROVIDE SMOOTH METAL 25. THE FIREPLACE CHIMNEY SHALL BE HORIZONTALLY FIRE BLOCKED AT THE FLOOR AND \ „ „ I 1 I I DUCT; FOR DRYER EXHAUST CEILING WITH A MINIMUM OF 3/4" PLYWOOD, 1/2" GYPSUM BOARD OR APPROVED J 3-1/2 X11 -7/8 I I I ql I I TO OUTSIDE VJ BACKDRAFT 4X10 DF HDR MANUFACTURED COLLAR Q V1 PSL DAMPER. X M2668 �_:�__ 26. GLAZING WITHIN 18 OF FLOOR AND WITHIN 24 OF A DOOR SHALL BE TEMPERED PER � O � I � NC.)TE: 12' I SECTION 2.406 CBC. GLAZING WITHIN 60" OF A DRAIN AND TUB/SHOWER ENCLOSURES SHALL oto o ton �° I PROVIDE 5/8" TYPE 'X' GWEI @ GARAGE BE TEMPERED PER SECTION 2406.4, CBC 17R28 PKT 00I I' � TO HOUSE ONE HOUR SEPERATION .WALLS 1151: > , 27. ONE WINDOW IN EACH BEDROOM MUST MEET EMERGENCY EGRESS REQUIREMENTS OF - r EXTEND O ROOF SHEATHING. HING. 10 CBC SECTION 510.4: MASTER 1 I BEAM DOW ®I NAIL W/6a COOLER/WALLBRD NAILS ® 7"O.C. Io0 x (A) MINIMUM 5.7 SF OF OPENABLE AREA. -4 2 -2 BATH I o 3-1/2"xii-7/$"� BLOCK ALL END JOINTS PER C.B.C. SECT. Irn (B) MINIMUM 24" CLEAR OPENABLE HEIGHT. / ENABLE WIDTH. AU_ TO TUB HT aI I I PSS f FOYER (C) MINIMUM 20 CLEAR OP I 71)9 TABLE 7B. D MAXIMUM 44" FROM FLOOR TO WINDOW SILL HEIGHT. CLAS-BLK TO 7' ® I L� HALF WALL UTILITY I. 00 USE 2 -LAYERS 5/8" TYPE 'X' FIRE RATED I O WPI i ® o /I I m GWB ° @ GARAGE CLG PER C.B.0 SECT. 710 co I I LIVING IZNI o - BEAM FLUSH I DINING IZNI I TABLE 7C. ° I I 1 i/ 3-1 /2"X 1 1-7/8„I GENERAL BUILDING NOTES 2 I I PSL rI 11 N i SCALE:_ _ -. - _ 2640 SL 2040 FXD 3030 SL 3050 FXD 3050 FXD TEMP w 3068 W/1268 SL TEMP ,Z.f� �r 5610 TRANS d � 4v30 PR 2668 FIR PR 2668 FR ,-3-3 COVERED PORCH 1' 12'-8" '-10" -7'-7" 13'-8" '-8" 03- =11 ® I i 1. CONSTRUCTION SHALL CONFORM THE THE REQUIREMENTS OF THE FOLLOWING CODES AND ORDINANCES: 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIA PLUMBING CODE 2001 CALIFORNIA ELECTRICAL CODE 2001 CALIFORNIA ADMINISTRATION CODE APPLICABLE LOCAL CODES AND ORDINANCES 2. DRAWINGS MAY NOT ALWAYS BE TO SCALE. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS 3. DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION 4. NOTES THROUGHOUT THIS SET OF PLANS SHALL APPLY TO ALL SHEETS, WHERE NOTE IS APPLICABLE - ' 3'-6" 7-9 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS FOR CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTiRUCTION SHALL APPLY 2650 SH 2650 SH 2650 SH 2650 SH ._.: 6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED. ALL JOINTS AND PENETRATIONS SHALL BE CAULKED AND SEALED 1040 1040.1 FXD :3040 SH FXD 7. AFTER INSTALLING THE INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION AN INSULATION CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT "THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53 OF THE CALIFORNIA ADMINISTRATION CODE" °U 8. THE INSULATION INSTALLED SHALL CONFORM TO FLAME -SPREAD RATING AND SMOKE BED10A 3 T or DENSITY REQUIREMENTS OF SECTION 707.3 OF THE 2001 CALIFORNIA BUILDING CODE 9. PROVIDE BATT INSULATION IN. THE CEILING WIHERE THE SLOPE EXCEEDS 2.5/12 BALCONY 10. PROVIDE FLASHING AT ROOF JUNCTIONS TO 'VERTICAL SURFACES, INCLUDING WALLS, SKYLIGHTS, FIREPLACE CHIMNEY AND MECHANICAL CURBS 0 OPEN TO FAMILY RM BELOW 11. NAILING SHALL CONFORM TO THE NAILING SCHEDULE REQUIREMENTS OF THE 2001 CBC ANDRAIL _6 UNLESS SPECIFICALLY NOTED ON THE PLAN'S 60 BIPAS5 2668 5 -SHELVES o 12. ALL FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQUAL, AS NOTED ON 00 PLANS. HARDWARE SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS uY-- ------ --� 7'-1 1 ° DBL S&P � 13. DWELLING TO GARAGE SEPARATION SHALL CONSIST OF A MINIMUM OF ONE LAYER OF 60 BI-FLD 5/8 TYPE 'X' GYPSUM BOARD INSTALLED ON THE GARAGE SIDE OF THE SEPARATION. to THE SEPARATION SHALL EXTEND FULL HEIGHT TO THE UNDERSIDE OF THE ROOF SHEATHING. MALL PROVIDE 22"X30" ACCESS IF THE GARAGE CEILING IS USED AS PART iOF THE BATED ASSEMBLY AND ROOF TRUSSES -9„ 13'-3" �4P�KT ao ARE INSTALLED, PROVIDE TWO LAYERS OF 1 /2" TYPE 'X' GYPSUM BOARD OR ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON RC -1 CHANNELS SPACED AT 16"O.C. AND INSTALLED I S�Pu-® I PER THE TRUSS MANUFACTURER'S SPECIFICATIONS 5--8' 4" 3'-5 1' o _ � I W�I00 14. OPENINGS IN THE RATED GARAGE CEILING ASSEMBLY SHALL BE PROTECTED BY AW DOWN I I 4� BATIK 3 � ONE-HOUR CONSTRUCTION -_ S�cP-- : , 3 17R 8 0I I II ® o w 15. GYPSUM WALL BOARD SHALL NOT BE INSTALLED ON EXTERIOR SURFACES PER SECTION W/I �31 U)I I d2468 2 511.1 CBC BATH � T 4 -j I 30 BIFLD 16. WHEN GYPSUM BOARD IS INSTALLED AS A BASE FOR TILE OR WALLS PANELS AT TUB, o SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER-RESISTANT BACKING BOARD SHALL BE INSTALLED PER SECTION 2512, CBC 2468 X24 PKT 17. WATER --RESISTANT GYPSUM BACKING BOARD SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS: A. i A. OVER A VAPOR RETARDER BEDRTM2B. IN AREAS SUBJECT TO CONTINUiOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM ro n ROOMS OR GANG SHOWERS a C. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12"O.C. N BIJI�.+a IlI 4 HAN RAIL i-_ 18. SHOWERS AND TUB/SHOWER UNITS SHALL IBE PROVIDED WITH A PRESSURE BALANCE OR 10 THERMOSTATIC MIXING VALVE CONTROLS PER SECTION 420.0, CPCLC'04 _ 19. PROVIDE 12°X12" ACCESS PANEL FOR FIXTIURES HAVING CONCEALED SLIP JOINT CONNECTORS (TUB UNIT) PER SECTION', 4015.2, CPC 1040 3040 SH 1040 FXD FXD 20. ALL HOSE BIBBS SHALL HAVE NON -REMOVABLE: BACKFLOW PREVENTION DEVICES TEMP TEMP j INSTALLED PER SECTION 603.2, CPG 2650 .SH 2650 -SH 2650 _SH 26 0 SH 21. PROVIDE/INSTALL WATER HEATER PRESSURE -TEMPERATURE RELIEF VALVE (MAX. 150 PSI) THE PTR VALVE SHALL BE CONNECTED TO A DRAIN LINE, NOT SMALLER THAN THE PTR 0 GALVANIZED STEEL VALVE OUTLET. .THE ..DRAIN SHALL BE , F G , HARD DRAWN COPPER PIPING AND FITTINGS, CPVC, PB OR LISTED RELIEF VALVE DRAIN TUBING. THE DRAIN 13 x` L NOT BE GREATER THAN 24" NOR LESS THAN '6" ABOVE THE GROUND '.• --13'-8" OUTFALL SHAL 22. PROVIDE SEISMIC ANCHORAGE FOR WATER HEATER PER SECTION' 510.5, CPC. THE STRAPS SHALL BE LOCATED WITHIN THE UPPER AND LOWER 1/3 OF THE VERTICAL DIMENSION WITH THE LOWER STRAP LOCATED A MINIMUM OF 4" ABOVE THE CONTROLS 23. A PERMANENT LANDING IS REQUIRED AT THE EXTERIOR SIDE OF ALL EXTERIOR DOORS THE LANDING MUST BE AS WIDE AS THE IDOOR AND EXTEND AT LEAST 36" OUT, PER SECTION 1004.9, CBC 24. PREFABRICATED FIREPLACE SHOWN SHALL BIE A FACTORY BUILT DIRECT VENT FIREPLACE. 4 FIREPLACE AND CHIMNEY SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION' S OR ORDINANCES. GAS FIREPLACE TO REQUIREMENTS AND APPLICABLE LOCAL COIDE S ! ���',O��Z �,_�I�T RELIEVE ITS COMBUSTION AIR FROM EXTERIOR. VENT TO HAVE ITS BAFFLE PERMANENTLY . 1067 S FT SCALE:1 /4"=l'_O" ������� AND MECHANICALLY SET IN THE OPEN POST TION. 25. THE FIREPLACE CHIMNEY SHALL BE HORIZONTALLY FIRE BLOCKED AT THE FLOOR AND h CEILING WITH A MINIMUM OF 3/4" PLYWOOD, 1/2 GYPSUM BOARD OR APPROVED. MANUFACTURED COLLAR 26. GLAZING WITHIN 18" OF FLOOR AND WITHINI 24" OF A DOOR SHALL BE TEMPERED PER SECTION 2406, CBC. GLAZING WITHIN 60" OF A DRAIN AND TUB/SHOWER ENCLOSURES SHALL BE TEMPERED PER SECTION 2406.4, CBC 27. ONE WINDOW IN EACH BEDROOM MUST MEET EMERGENCY EGRESS REQUIREMENTS OF CBC SECTION 510.4: A) MINIMUM 5.7 SF OF OPENABLE AREA. (B) MINIMUM 24" CLEAR OPENABLE HEIGHT. CLEAR OPENABLE WIDTH. v C MINIMUM 20 (D) MAXIMUM 44" FROM FLOOR TO WINDOW SILL HEIGHT. N` GENERAL BUILDING NOTES 2 SCALE:_ _ 16d ® 8"o c. 2X BOTTOM PLATE 2 STAGGERE SUBFLR E.N. -.N. BL 2X PT PLATE JOIST JOIST STC28 STRAP DBL 2X PT PLATE ;X8 GIRDER %"X12" a8• :o RAP ENTIRE END OF GIRDER COVERED I'XI'IO ®.W/2 LAYERS 30# ASPHALT FELT 6 @ ONE STRY 9 4 REBAR 8' ® TWO STRY STEMWALL L=4.5' (jpl2-PLACES1 P5 E P5 P5 P5 P5 E P5 r 12" ONE STRY 15" TWO TRY GIRDER TO BRG STEf\ViWALL -- — -- DI NOUN L=7.5' E INT. BRGFTG@ SHEARWALLI I I I I P2 B P2 DIAPHRAGM NAILING NOTES 2(c) AND 2(e) I - I CLG: OPEN TO ABOVE I3A I I I (I 7� ` ry DIAPHRAGM EDGE BLOCKING DBL TOP PLATE USE 3x STUDS AT PANEL I I 1 G I 8 _II NAILING NOTE 2 e � EDGaES�FOR W�A�LL�TYPES C-0 NOTE z(c) DIAPHRAGM oI I MASTER SL DZNiMILING I I - „ I L=7 NOTEa(d)I 2 PLYWOOD 1 II I ' '„ ' II PLYWOOD SHEETS SHEETS II_ _II \ DIAPHRAGM ; ! 1. ' NOTE 1 NOTE 1. iu;i, Iu!I i iu1tNAILING I , 2 (d) DBL. STUD u „ NOTE --- OR POST FAMILY �-Np I — ----I RVI SEE PLAN AND 2xSTUDAT 16" \ II DETAILS FOR .I V CONDITIONS AT I ;i ii JOISTS LdJ \J I BOUNDARY. AL50 J �� ;I HD HOLD-DOWN �. ` — / r __ _ _ _ L __ L ANCHOR WHERE ,g" MAX SILL BOLTS, SEE PLAN OR / L. SEE NOTE 2 (c) - -- � 'I - -�� 1' ; OCCURS, SEE � STUD WALL FRAMING DETAIL z I a N PLAN FOR BALANCE OF DATA I I II PLAN ELEVATION I / Al HORIZONTAL SHEATHING NOTES SEE PLYWOOD WALL SHEATHING NOTES / /// i I 1 HORIZONTAL PLYWOOD SHEATHING 2 PLYWOOD WALL SHEATHINGD) ; M HSIa' s L=23 _ I '/I I I KITCHEN cof -- --- i N I I o M I GARACG�; m 0 II ---= o IL=' SEE PLAN FOR PLYWOOD AND NAILING DATA. UNLESS NOTED OTHBERWISE O SEE PLAN FOR PLYWOOD AND NAILING DATA. UNLESS NOTED OTHERWISE ON THE PLAN, USE THE FOLLOWING: USE THE FOLLOWING. 1 PLnmD. I PLYWOOD: (a) INTERIOR SUB -FLOORS: 5/8 APA STRUCTURAL I C -D INiTERIOR, PANEL INDEX 42/20. (d) JIBSTA APA STRUCSHEETS AS 1 C -D XTERIOR PANEL INDEX 24/0. (b) EXTERIOR FLOORS: 3/4' APA STRUCTURAL I FLOOR EXTERIOR, I o (b) STAGGER SHEETS AS SHOWN. I II_ (c) FACE GRAIN MAY RUN EITHER DIRECTION. SPAN RATING 24. J L-23' (d) MINIMUM SHEET DIMENSION SHALL BE 2'-0' (c) ROOFS: 1/2' APA STRUCTURAL I.0 -C EXTERIOR, PANEL IINDEX 32/16. (e) SHEATHING SHALL BE LET INTO STUDS AS MAY BE REQ'D. FOR (d) STAGGER SHEETS AS SHOWN. Q FLUSH FINISH SURFACE, SEE ARCH'L DRAWINGS. (e RUN FACE GRAIN PERPENDICULAR TO SUPPORTS. > mC 2 NAILING: W MINIMUM SHEET SIZE SHALL BE.2'-0'x4'-0' ®. I I N A (a) USE COMMON AVAILS. EQUIVALENT SPECIAL PLYWOOD NAILS MAY BE 2 NAILING: I— USED WITH THE PRIOR APPROVAL OF THE ENGINEER. (a) USE COMMON NAILS, EQUIVALENT SPECIAL PLYWOOD NAILS MAY BE (b) MINIMUM EDGE DISTANCE SHALL BE 318-, AND NAILS SHALL NOT USED WITH THE PRIOR APPROVAL OF THE ENGINEER. PBE LYWOOD THRLJ THE OUTER PLY. STAGGER. NAILS AT ACJACENT (b) MINIMUM EDGE DISTANCE SHALL BE 3/8',. AND NAILS SHALL NOT I S� PLYWOODD SHEETS. BE OVERDRIVEN THRU OUTER .PLY. STAGGER NAILS Ai ADJACENT c SHEET EDGES: 6d AT 6" O.C. PLYWOOD SHEET. r) TT/T/` EDGES AT OPENINGS: 6d AT 4' O.C. (c) SHEET EDGES AND FLOOR AND ROOF BOUNDARIES: 8d ATT 6' OC 1VJ��iS�I LI� " EDGES AT OPENINGS: 8d AT 4: OC i (d) INTERMEDIATE 6d AT 12 O.C. (d) INTERMEDIATE:. u q r T , . BAT S. O (9) FLOORS.,8d AT 90 OC � I I 2 ROOFS. 8d AT 12 OC 70 _ (e BLOCK ALL EDGES, WITH 2x4 FIAT. II I; (9 -.REQUIRED AS MAY B WHERE EDGE BLOCKING (e) MAY NOT BE E NOTED ON THE PLAN, PROVIDE PLY -CLIP AT THE CENTER OF EACH SPAN, I I UTILITY I � 4 HORIZONTAL SHEATHING NOTES W I iI D 3 PLYW®®D WALL SHEATHING NOTES cn I I .L=9.5 LIVINCJ m > DINING I�N_i E � FOYER O 0=3' I L,7 D P2 Q1 D A A P2 L-7.5 L=10.5' a T. WALL STUD/PORCH POST _ HEAR PANEL PER SCHED. UB FLOOR PLY COVERED 7�.+7�. PORCH . BOTTOM PLATE(NAIL PER SW SCHED. CCS V.ERED i ORC H SHEATHING _ "JOIST(SIDE VIEW) DIAPHRAGM NAILING ,. I LR JOIST(END NEW CONCRETE PORCH/PATIOE.N. PER SW SCHED.FF' H3 CLIP TRUSS TO PLATE SOLID BLOCK � '. � a a .a. ° RIM JOIST I I BVI MAX 8'3YD x 3.510P 2° SAND ,:...... ' .. ._...:. RUSH BLKG, , Inl - TOP 'V NOTCH #4 REBAR T&B _ p:, ,, . EMIL POLY ... >. . a MUDSILL.. A A.B. PER HD SCHED. Z. . d GRAVEL FILL _ 2x BEARING � /\/ :.a :• � w/a„Xz°x3/1s° BP — WALL 6' IID' o Y\� �\ UNDISTURBED SOIL ' . ° 4 REBAR T&8 00 /6° WIDE(1-STRY'\ ,a w!DE(2-STRY) ' i 1�-/s�; . _•4. \i2-STRY) TYPICAL EAVE PORCH/PATIO DETAIL FIRS'F LOOZ SHEIZI1,L PLAN 2 1 1-STRY 15 _2-STRY SCALE:1 /4-"=1'-0” IF SHEAR WALL & HOLDOWN SCHEDULE USE SIMPSON CS -18 OR EQUIVALENT) STRAP TIE BETWEEN FL00 S ACROSS PLATE USE SIMPSON PHD2-SDS3 HOLDOWN (OR EQUIVALENT) w 90-SDSt 4x3WO0D SCREWS TO FRAMING MEMBER � P „ O ( Q ) N R/ ( ) / / F a .- E APPLIES TO ALL EXTERIOR WALLS NAILED W Ods g 2 O.C. EDGES 12 O.C. INT .. 2x [3LKG AT MIDHEIGHT " .USE 15 32 OSB OR EQUIVALENT) NAL D ATH 1 CIU _ _ _ ,. / ( ) BREAKS.w 18 lOds A.LLOfVABLE LOAD - 1270 LB. .CUT LENGTH - CLEAR SPAN r 21 518-0 S5T816 w 12 3 4 MIN. EMBED. FOR MONO POUR. FOR DOUBLE USE 518-0 SSTB20 w MIN.18 SEE DETAIL IDA SHEET S4 - _ USE 3 8 -0SB OR EQUIVALENT) NAILED WITH 8ds.13 S O.C. EDGES, 12 O.C. INT / ( )T // WHERE WALLS BLOCKING AT 4 0 CC / ( MIN. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT " (MIN.) P2 5 8 EMBED.. ALTERNATIVELY USE 5 8 !SET EPDXY ANCHOR w 6 EMBED.. ALLOWABLE LOAD = 3610 LB. ' W 2-16d EACH SIDE A (MIN.) AND 5/8 O x iD ABS w/2x2x3/16 8PS ®48 O.C. (ALLOWABLE SHEAR = _ ^ O � / / / � ) EXCEED 8-0 IN PL SPLICE 2-16d NAILS / " F ,IBE LESS THAN A SINGLE 3 INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS 0-260 PLF USE 76d 0' 8 oc SILL NAILING ' " " O AND 5 8 0x 12 AB'S w 2x2x3/16 OPS 18 O.C. w/SINGLE 3 x NOMINAL 4 -0'W 26-16d BLKG AT 2-0 2-t6d / - / - - TYP. NAILING = USE SIMPSON PHD5 SDS3 HOEDOWN OR EQUIVALENT w 14 SOS1 4x3 WOOD SCREWS TO FRAMING MEMBER & WOOD STUD = USE SIMPSON CMSTC 16 OR EQUIVALENT STRAP TIE FLOORS ACROSS PLATE( ) / / �• EACH SIDE OF c ° " ' 0 4 " D MUDSILL GLEE ALLOWABLE SHEAR. - 040 770 PLF USE i6d 2 oc SILL NAILING IN 2 ( ) / EACH BLK FROM FA SIDE _ � ( ) C _ ^. , 16d ✓� 16 16d ®4 IN 2 ROWS STAGGERED USE 3 8 .OSB ORE UIVALENi NAILED WITH 8ds.®4 O.C. EDGES 12 O.C, TNT a C16 _ _ _ 518-0 SST820 w116 518- MIN. EMBED. FOR MONO POUR. FOR DOUBLE POUR USE 518-0 SS1B24 w MIN. 20 BUTT JOINT HEADER USE SIZE SHOWN WALL / ' ) BREAKS w/a8 16d s (ALLOWABLE LOAD - 4690 L�.) CUT LENGTH -CLEAR SPAN + 03AP5"/TI ,/p ROWS STAGGERED 1/2IN SCHEDUL_F UNO ON Ya'AR LTP4 ® 16° PLATE TO RIM B (MIN.) ANO 5/8"9 x 110"A8S w/2x2x3/i6' BPS A 36'. O.C. {ALLOWABLE SHEAR = 5/8 EMBED.. ALTERNATIVELY USE 5/8 p SET EPDXY ANCHOR w/ 6 EMBED... (ALLOWABLE LOAD = 4685 LB.) O _ ._ JOIST. o :261-349 PLF USE 161d 0 5"oc SIL NAILING IN ROWS STAGGERED 11 2' 2x STUDS PLANS ) / USE DOABLE (1 SHEET EACH SIDE) 3/8" OSB (OR EQUIVALENT) NAILED WITH 8d's ®2' " - " USE SIMPSON PHD6-SDS3 HOLDOWN {OR.EQUIVALENT) w/18-SDSI 4x3 WOOD. SCREWS TO FRAMING MEMBER & AT 16 OC 'O.C. EDGES 12 D.C.INT MIN. FRAMING MEMBERS RECEIVING EDGE NAILING FROM R , FRAMING (MIN.) _ 1 SIMPSON CMST 14 OR EQUIVALENT) STRAP USE MP ( Q ) IDE BETWEEN FLOORS/ACROSS PLATE 718'0 SSTB34 w MI 7 8 MIN. EMBED. & 8 THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE I 2x BEARING WALL USE 3/B' OSB (OR EQUIVALENT) NAILED WITH 8d's !9 4' O.C. EDGES, 12' O.C. INT ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH " / / ANCHORS � G C 14 - - (ALLOWABLE _ _ " " I F NAILING FROM ABUTTING ELS L " " .BREAKS w/66 i6ds (A_LOWABL_ LOAD 6490 LT3.) CUT LENGTH .CLEAR SPAN + 68 718-0 SST834 w MIN. 28 518- .EMBED. & 8 THICK STEM WALL. ALTERNATIVELY USE 7 8 0 SET EPDXY A35 SOLID BUILT-UP JOISTS PER PAN (MIN.) FRAMING MEMBEIRS RECLINING EDGE NAl IN PAN SNA L NOT STAGGERED NAILING AT JOINTS AND 5/8 a x 12 ABS w/2x2x3/16 BPS ®10 O.C. P� , w1 / 2-16d I - 2 " - BE LESS THAN A SINGLLE 3 -INCH NOMINAL MEMBER AND 5/8' 0 x 10' ABS " 1 _ _ O ANCHOR w/ 8 EMBED.. (ALLOWABLE LOAD = 5860 LB.) .. I I 1 o0"d AT 12 o' " " q w/SINGLE 3 .r NOMINAL MUDSILL PLATE (ALLOWABLE SHEAR 770 1280 PLF) USE ` " 1 3/4 LVL STAGGERED w/2x2x3/16 BPS ® 18 D.C. (ALLOWABLE SHEAR 300-380 PLF) USE 16d a 5 oc LTP4 ® 6 oc TO CONNECT SILL PLATE TO RIM JOIST. s 16d AT 12 USE SIMPSON PN08-SDS3 HOEDOWN (OR EQUIVALENT) w/24-SDS1/4x3 WOOD SCREWS TO FRAMING MEMBER & R HEADER. SCHEDULE ° SOLID BUILT-UP SPAN STAGGERED PROVIDE DBL 4x8 2-2x8 I 4x10 2-2x10 STUDS WHEN I I— PROVIDE DBL OPNG EXCEEDS I I TRIMMER WHEN 6'-0' VERT OR I I OPNG EXCEEDS 8'-0' VERT OR HORIZ HEADER. SCHEDULE ° SOLID BUILT-UP SPAN 4x6 2-2X0^ UP TO 6' 4x8 2-2x8 OVER a" -0 UP TO 8'-0" 4x10 2-2x10 OVER 8'-0" UP TO I0'-0" IM JOIST &FLOOR PANEL SILL NAILING IN 2 ROWS STAGGERED 1127. " USE SIMPSON CMST-12 OR EQUIVALENT STRAP TRE BETWEEN FLOORS ACROSS PLATE " " " " " ( ) / 7 8 0 SSTB28 w 24 7 8 MIN. EMBED. & 8 THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE EDGE NAILING F / / / D Ods®2 USE EDGES, 1 SHEETEACH SIDE 5 8 OSB B OR EQUIVALENT) NAILED WITH 1 (. ) / ( Q ). C1 2 BREAKS w86—i6d's ALLOWABLE LOAD = 9235 LIB. CUT LENGTH = CLEAR SPA + 90' " " " � " N " " � m 7 8 0.. SS1B34 w MIN. 28 7 8 EMBED. & 8 THICK STEM WALL. ALTERNATIVELY USE 7 8 0 SET EPDXY D WITH 8ds ®.3 O.C. EDGES 12 O.C. INT / / / / USE 3 8 OSB ORE EQUIVALENT) NAILED D.C.'EDGES 12 D.C. INT MIN. FRAMING MEMBERS RECEIVING EDGE NAILING FROM / ( aTUIV ) (MIN.) P8 " 0 - LOCATION OF LTP4 " " WOOD STUD r LI G'FROM ABUTTING PANELS H L 0 ABUTTING PANELS SHALL NOT BE LESS THrW A SINGLE 3 -INCH NOMINAL -MEMBER WITH ANCHOR w/ B EMBED... .(ALLOWABLE LOAD - 6730 LB.) - IF USED A35 ®12 OR LTP4 +a 16 (MIN.) FRAMING MEMBEIRS RECEIVING EOG_ NAILING SHALL L N i {"'1 MEMBER. WITH STAGGERED NAILING AT JOINTS WALL' 8E LESS A'SINGLL. 3 .INCH .NOMINAL STAGGERED NAILING AT d01N75 AND 5 8 0. x 12 ABSw 2x2x3 i6 BP'S +� 6 O.C. D o / / / - RIM JOIST TO TOP PATE " USE SIMPSON HD10A HOEDOWN OR EQUIVALENT) w 4 7 8P .THROUGH BOLTS w MIN. 3 1 2 EMBED. INTO _ _ .- _ USE SIMPSON STHDB RJ HOEDOWN OR E UIVALENIT WITH MINIMUM 1 112- EDGE AND. 518'I0 x-10 AB S.w/2x2x3/i6 BPS 18 (ALLOWABLE SH R 381 490 ,.w/SINGLE 3 xNOMINAL MUDSIL PLATE (ALLOWABLE SHEAR .1280 9740 PLF) _ 4X6 DF 2 POST & 718-0 SSTB28 w MIN.'247 8 EMBED. AND 8 THICK STEM WALL FOR MONO POUR. .FOR PIAN AT INTERSECTING PLAN AT CORNER. � " DISTANCEw 24-i6ds ALLOWABLE LOAD - 2210 ��LB. � / / PLr) USE 16d g 4 oc SILL NAILING IN 2 ROWS STAGGERED 1/2 . A / ( ) 1 " " WALL DOUBLE' POUR USE 7/8 0 SSTB34 w/MIN. 28 7/8 EMBED. IN MIN. 8 THICK STEM WALL. ALTERNATIVELY USE Ai0A 1 " " NOTE. L ALL SHEAR PANELS ARE TO 8E HAND NAILED OR AIR OPERATED = F 7 8 0 Sc? EPDXY ANCHOR w 8 EMBED.. ALLOWABLE LOAD - 9340 LB. USE 3 8" OSB Oft UIVALENT NAILED WITH 8d'^ � 2' 0 C EDGES 12' 0 C INT QI G 5/8' DW x12 AB 5" MIAI ., .. .. NAIL GUNS ARE TO BE SET TO. PREVENT THE HEAD OF THE NAIL FROM _ " " (MIN.) FRAMING MEMBEIRS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT AT 4'-0" UNO 9 MAX F 3 _ BREAKING THE SURFACE OF THE PLYWOOD OR OSB PANEL. GUN SET E BE LESS THAN A SINGiLE 3 INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS 0 _" USE SIMPSON STHD10 RJ HOLDOWN OR E UIVALEiNT WITH MINIMUM 1 1 2" EDGE ( ) ( ¢ ) / _ 1 _ S1 DISTANCE w/2$ i6ds (ALLOWABLE LOAD = 2880 iLB.) � � USE SIMPSON HD14A HOEDOWN (OR EQUIVALENT) p/4- 1'0 THROUGH BOLTS w/ MIN. 3 1/2' EMBED. INTO 4X6 1 , " DF$`2 POST& i 0 TYPE A ANCHOR w/MIN. 36 EMBED. AND 8 THICK STEM WALL FOR MONO POUR DOUBLE " , 2 ^" , " I F .AND 5/$ 0 x 12 ABIS w/2x_x3/t0 .BPS ®18.O.C. w/SINGLE 3 x NOMINAL NAILS CAN BE NAND SET i0 PROPER LEVEL. MUDSILL PATE ALLOWJABL_ SHEAR 491. 840 PTF USE 16d ®3 oc SIL_ NAILING IN _ ( ) 2. ANCHOR BOLTS TO BE A MAXIMUM 5 OC 7 STUD WALL FRAMING QQ i,� °" U FLOOR FRAMING 9 WALL INTERSECTIONS ROWS STAGGERED T/2 - F USE SIMPSON STliD14(RJ) HOEDOWN (OR EQUIVAL_TNT) WITH MINIMUM i 1/2 EDGE _ DISTANCE w/38-16ds (ALLOWABLE LOAD = 4295 ALB.) '. As, 14A POUR. ALTERNATIVELY USE 1' OSET EPDXY ANCHOR w/9 EMBED.. (ALLOWABLE LOAD .= 11080 LB.) , USE SIMPSON HD 15 HOEDOWN (OR EQUIVALENT) w/4- 1 1/4 O THROUGH BOLTS w/ MIN. 5 9/2 EMBED. INTO 6X6 D 2 OST .& 1 1 4"0 TYPE B ANCHOR w MIN. 8'. EMBED. AND 8' THICK STEM. WALL FOR MONO POUR& DOUBLE F P / / �: POUR. ALTERNATIVELY USE 1 1/4' 0 SET EPDXY ANCHOR w/ 12" EMBED.. (ALLOWABLE LOAD = 15305 LB.) - - 1 O SHEAR WALL & HOLDOWN SCHEDULE R I N y R N O 16d ® 6"O.C. 2X BOTTOM PLATE 2 STAGGERE SUBfLLLR E.N. N. BL 2X PT PLATE JOIST Jnlsr /-m MSTC28 STRAP DBL 2X PT PLATE— TTF 1111111 X8 GIRDER "X12" A.B. ° a RAP [ENTIRE END OF GIRDER COVERF,,D PATIO s' ®oNE STRY 9 8 W/2—LAYERS 30# ASPHALT FELT 4 REBAR ® 8' ® TWO STRY STEMWALL L-4 5 �2-PLACES) e . ., . P5 L=7.5' O Z P5 P5 P5 OE P5 :-1 11111171 uj �^- - - - - - - 15"TTWo STRY GIRDER TO BRG STENMALL ( - - - - F N L I I i I I NOOK INT. BRG FTG ® SHEAR�NALL O L=7.5' E DIAPHRAGM NAILING NOTES 2(c) AND 2(e) I I CLG: OPEN TO ABOVE DIAPHRAGM EDGE BLOCKING DBL TOP PLATE USE 3x STUDS AT PANEL I I I I I I. BA I'H Z S`d� NAILING N07E 2 e EDGES FOR WALL TYPES C -!G O NOTE 2(c) I I DIAPHRAGM MASTER BEOIZM ---- - ---- - - NAILING u , L , „ " _ 7' NOTE2(d) 2 11 ' 11 I L J I I „ , I -- --- - ' , PLYWOOD DAPHRAGM I I I I I I I I PLYWOOD SHEETS SHEETS - - - - I I I I ; „ „ „ „ 'I ; NOTE i NOTE 1. ' NAILING 11 I, ,� I „ „ I I DBL. STUD II II H, I I I I I I I „ N 11 I I I I �� II II NOTE' 2 (d) , - " ,: �, i ____j L ---- � L ----j `--- ' � OR POST „ , „ -- --- - -- „ L 11 11 I' „ II Q D — — FAMILY it1V� SEE PLAN AND „ „ j 2xSTU0 AT to'" „ „ I DETAILS r'0R 1 I I I I !_ v I ' � — — — — — — — I I I CONDITIONS AT JOISTS / W — — — — — — BOUNDARY. ALSO ' HD HOLD-DOWN (J i1 {) - - ` -- - `--- IL ANCHOR WHERE g' MAX SILL BOLTS, SEE' PLAN OR Q ----" - - 5Ec NOTE 2 c - - - OCCURS, SEE STUD WALL FRAMING DETAIL I PLAN FOR BALANCE OF DATA I I I O PLAN ELEVA77ON ( / I / ------ SE HORIZONTAL SHEATHING NOTES SEE PLYWOOD WALL SHEATHING NOTES I ®rIl HORIZONTAL PL YWOOD SHEATHING 2 PLYWOOD WALL SHEATHING O! M HSIa L.e=23', WPI I I I KITCHEN ------00 - i N Icn I o =a I GARAGE II ----- ------ I�cs SEE PLAN FOR PLYWOOD AND NAILING DATA. UNLESS NOTED OTHERWISE SEE PLAN FOR PLYWOOD AND NAILING DATA. UNLESS NOTED OTHERWISE ON THE PLAN, USE THE FOLLOWING: USE THE FOLLOWING. 1 PLYWOOD. I Q� 1 PLYWOOD: (a) INTERIOR SUB -FLOORS: 5/8' APA STRUCTURAL I C -D INTIERIOR, I'I (a) 318" APA STRUCTURAL I C -D EXTERIOR PANEL INDEX 24/0. PANEL INDEX 42/20. I I C (b) STAGGER SHEETS AS SHOWN. (b) EXTERIOR FLOORS: 314" APA STRUCTURAL I FLOOR EXTIERIOR, I I I I O (c) FACE GRAIN MAY RUN EITHER DIRECTION. SPAN RATING 24. (d) MINIMUM SHEET DIMENSION SHALL BE 2'-0'. (e) ROOFS: 112" APA STRUCTURAL I C -C EXTERIOR, PANEL INIOEX 32116, J I ( L=23' (e) SHEATHING SHALL BE LET INTO STUDS AS MAY BE REQ'D. FOR (d) STAGGER SHEETS AS SHOWN. Q FLUSH FINISH SURFACE, SEE ARCH'L DRAWINGS. (a RUN FACE GRAIN PERPENDICULAR TO SUPPORTS. �> C� L 2 NAWNG: (l) MINIMUM SHEET SIZE Si4ALL BE 2'-0 x4' -O'. O I I N AO 9 i 2 NAILING: (a) USE COMMON NAILS. EQUIVALENT SPECIAL PLYWOOD NAILS MAY BE w I—' USED WITH THE PRIOR APPROVAL OF THE ENGINEER. (a) USE COMMON NAILS, EQUIVALENT SPECIAL PLYWOOD AWLS AWAY BE (b) MINIMUM EDGE DISTANCE SHALL BE 318-, AND NAILS SHALL NOT USED WITH THE PRIOR APPROVAL OF THE ENGINEER. BE DRIVEN THRU THE OUTER PLY. STAGGER NAILS AT ADJACENT (b) MINIMUM EDGE DISTANCE: SHALL BE 318, AND NAILS SHALL'. NOT I Sd PLYWOOD SHEETS. BE OVERDRIVEN THRU OUTER PLY. STAGGER NAILS AT ADUMCENT (c) SHEET EDGES: 6d AT 6' O.C. PLYWOOD SHEET: I (. EDGES AT OPENINGS: 6d AT 4' O.C. (c) SHEET EDGES AND FLOOR AND ROOF BOUNDARIES: 8d AT 6" OC MASTER (d) INTERMEDIATE.• 6d AT 12' O.C. EDGES AT OPENINGS: 8d AT 4: OC Od INTERMEDIATE• D . (1) FLOORS: 8d AT 10" OC BA r.. � 1 i (2) POOFS: 8d AT 12" OL' (e BLOCK ALL EDGES, WITH 2x4 FLAT. (ll WHERE EDGE 81-OCKING . (a) MAY NOT BE REQUIRED AS MAY' BE NOTED fTl TJ i II ' ON THE PLAN, PROVIDE PLY -CLIP AT THE CENTER OF EACHI SPAN. UTILITY 3 PLYWOOD WALL SHEAIRING NOTES 4 HORIZONTAL SHEATHING NOTES W/I Ln IZ O L-3 O L ; ,. L=9.5' m I �, LIVING IRM I DINING IZ1VI E � FOYER I a II 11 O _ O L_3, P2 O5, P2 Q� P2 O P2 2 L=10.5' O XT. WALL STUD/PORCH POST HEAR PANEL PER SCHED. BOTTOM PLATE(NAIL PER SW SCHED.) -SUB FLOOR PLY SHEATHING JOIST(SIDE VIEW) COVERED V SIZED PORCH CONCRETE PORCH/PATIO _ D14PHRAGM U41LING E.N. PER SW SCHED. E=F�LR JOIST(END VIEW ` H3 CLIP TRUSS TO PLATE .. a SOLID BLOCK ° ° d IV, RIM JOIST MAX 8 WD x 3.5"DP ..:..eaA.•-. 2' SAND :._.,'.: y..... RUSH BLKG IN ATOP 'W NOTCH /4 REBAR TEB - 6MIL POLY MUDSILL. 2x BEARING , \\% 4, GRAVEL FILL A.B. PER HD SCHED. 1.4 WALL �/\O W/2"X2'X3/16" BP >�WID \/�\'��UNDISTURBED SOIL .� I 4 R£BAR T&B // J° /\ /\\/ -Do \/6 WIDE(1-STRY' ® ".wIDE(2-STRY) r \ \ x--12 �{t-STRY) ° 5 TYPICAL EAVE 6 PORCH/PATIO DETAIL ' \���/T I�(2-STRY) SHEA MOVATJL PLAN 12' 1—STRY 5 15 2—STRY , SCALE: 1/4"=1'-0" HEAR P S WALL & HOLDOWN SCHEDULE _ F _ F 2x BLKG AT MIDNEIGHT APPLIES TO ALL EXTERIOR WALLS ,; " " USE SIMPSON CS -18 {OR EQUIVALENT) STRAP TIE BETWEEN FLOORS/ACROSS.PL9TE USE SIMPSON PHD2 SDS3 HOEDOWN (OR EQUIVALENT) SDSt/4x3 WOOD SCREWS TO FRAMING MEMBER & USE T5 32 OSB OR EQUIVALENT) NAILED WITH l0ds ®2 D.C.EDGES, 1 D.C. INTOC1 -""WHERE WALLS SEE DETAIL 100 SHEET S4 / ( EQ ) iH �. 2 N BREAKS w 18-tOds ALLOWABLE LOAD = 1270 LB.. CUT LENGTH = CL 5 8 A SSTB16 w 12 3 4 MIN. EMBED. FDR MONO POUR. FOR DOUBLE POUR USE 5 8 A SST820 wBLOCt<ING AT 4'-0" QC USE 3/8 OSB (QR EQUINALENT)NAI_ED WITH 8d's 9 S' O.L'. EDGE$ l2' O.C. INT / ( ) EAR SPAN + 21 / " / / / /MIN. i6 EXCEED 8-0 - _ " _{MIN.) FRAMING MEMBERS RECEIVING EDGE NAILING FROM ATAGGER PANELS SHALL NOTP2 " " E FIN PL SPLICE 2 t6d NAILS W/2 i6d TACH SIDE - A (MIN.) AND 5/8 0 x 10) A.8S w/Zx2x3/16BPS ®48 O.C. (ALLOWABLE SHEAR - � 5/8 EMBED.. ALTERNATIVELY USE 5/8 A SET EPDXY ANCHOR w/ 6 EMBED.. (ALLOWABLE LOAD = 3610 L8.) TYP. NAILING &_O'W 26-i6d BLKG AT 2-0" 2-16d CO „ 0-260 PLF) USE .16d 00 B'oc SIL NAILING F BE LESS THAN A SINGLE wl2x2x NOMINAL MEMBER WITH STAGGERED 'x NG AT JOINTS ., _ _ O AND 5/8 A x 12 ABS w/2x2x3/i6' 8P'S ® 18" O.C. w/SINGLE 3' xNOMINAL EACH $IDE Of C WOOD STUD USE SIMPSON PHD5-SDS3 HOLDOWN OR EQUIVALENT w 14-SDSI 4x3 WOOD SCREWS TO FRAMING MEMBER & 16d ® 1S EACH BLK FROM ASIDE 16d 0 4" IN 2 -ROWS STAGGERED " " MUDSILL PLATE ALLOWABLE SHEAR = 640-770 PLF USE 16d ® 2 oc SILL NAILING IN 2 USE SIMPSON CMSTC-16 (OR EQUIVALENT) STRAP TWE BETWEEN FLOORS/ACROSS PLATE " ( ) / / BUTT JOINT HIDER USE SIZE SHOWN .WALL USE 3/8 OSB (QR EQUI(VALNT) NAILED WITH 8ds,.0 4 D.C. EDGES, 12 O.C. INT (ALLOWABLE ) C 6 _ � _ _ 518-0 SST020 w/16 5/8 MIN. EMBED. FOR MONO POUR. FOR DOUBLE POUR USE 5/8"0 SST824 W/MIN. 20 IN SCHEDULE, ONO OP! Ya"AR LTP4 0 16" PLATE TO RIM B _ ROWS STAGGERED 1/2 BREAKS w/58 lbd s (ALLOWABLE LOAD 4690 LB.) CUT LENGTH CLEAR SPAN + 53 P5 ' F = 2x STUDS " PLANS JOIST .(MIN.) AND 5/8" A x, 10T'A8'S w/2x2x3/1S" BPS 36" O.C. (ALLOWABLE SHEAR - O � 5/8 EMBED.. ALTERNATIVELY USE 3/8" A SET EPDXY ANCHOR 6' EMBED.. (ALLOWABLE LOAD - 4685 LB.) 1 O 251-349 PLF USE 16d' ®5 oc SILL AWLING IN 2 ROWS STAGGERED 1 AT 16 OC )./2 • USE DOUBLE (1 SHEET EACH SIDE) 3/8" OSB (OR EQUIVALENT) NAILED WITH 8d's ® 2" 1 FRAMING ' O.C. EDGES 12'. D.C. INT MIN. FRAMING MEMBERS RECEIVING EDGE NAILING FROM USE SIMPSON PHD6-SDS3 HOEDOWN (OR EQUIVALENT) W/18-SDS1/4x3 W000 SCREWS TO FRAMING MEMBER & ANCHORS ® 2x BEARING WALL USE (MIN.) .USE SIMPSON CMST-14 (OR EQUIVALENT) STRAP TIE. BETWEEN FLOORS/ACROSS PLATE U E 3/8" OSB (OR EQUINAL£Ni) NAILED WITH 8d's 4D 4" D.C. EDGES, 12" O.C. INT ABUTTING PANELS S� NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH !+ 7/8"0 SSTB28 w/24 7/8" MhV. EMBED. & 8" THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE I A35 SOLID BUILT-UP JOISTS PER PLAN - MIN. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT G BREAKS w/66-16d's (ALLOWABLE LOAD = 6490 LB.) CUT LENGTH = CLEAR .SPAN + 68" r 718-0 SSTB34 w MIN. 28 5 8" EMBED. & 8" THICK STEM WALL. ALTERNATIVELY 2-tSd I C; (MIN.) � STAGGERED NAIllNG AT JOINTS AND 5/8" A x 12' AB'S w/2x2x3/iS' BP'S ®10" O.C. Pn / / / NATIVE_Y USE 7/8' A SET EPDXY I ' , 16d AT 12 o .BE LESS THAN A SINGLE; 3 -INCH NOMINAL MEMBER AND 5/8' A x 10' AB'S w SINGLE 3' x NOMINAL MUDSILL PLATE ALLOWABLE SHEAR = 770-1280 PLF USE O O ANCHOR w/ 8' EMBED.. (ALLOWABLE LOAD .= 5860 LB.) 1"'-- i6d AT 12 1 3/4 LVL STAGGERED - W/2x2x3/16" BP'S ® iffi" D.C. (ALLOWABLE- SHEAR '= 350-380 PLF) USE 16d ® 5 -ac �TP4 6' TO CONNECT SILL PLATE TO RIM JOIST ) HEADER SCHEDULE ° SOLID BUILT-UP SPAN 4x6 2-2X6 STAGGERED PROVIDE. DBL OVER 6'-0' UP TO 8'-O" 4x10 2-2x10 .STUDS WHEN I PROVIDE DBL OPNG EXCEEDS I TRIMMER WHEN VERT OR I OPNG EXCEEDS 8'-0' VERT OR HORIZ HEADER SCHEDULE ° SOLID BUILT-UP SPAN 4x6 2-2X6 UP TO 6' 4x8 2-2x8 OVER 6'-0' UP TO 8'-O" 4x10 2-2x10 OVER 8'-0' UP TO 10'-0" RIM JOIST & FLOOR ,PANEL ' ' - ac - USE SIMPSON PHDB-SDS3 HOLDOWN (OR EQUIVALENT) w/24-SDS1/4x3 WOOD SCREWS TO FRAMING MEMBER & ' SILL NAILING IN 2 ROWS STAGGERED 1/2 USE SIMPSON.CMST-12 (OR EQUIVALENT) STRAP TIE BETWEEN FLOORS/ACROSS PLATE718-0" E EDGE NAILING n - ' SS7828 w/24 7/8. MIN. EMBED. & 8 THICK STEM WALL FOR MONO FOUR. FOR DOUBLE POUR USE USE DOUBLE (1 SHEET EACH SIDE) 5/8 OSB (OR EQUIVALENT). NAI_ED WITH lOd s ®2 C 1 2 BREAKS w 86-15d s ALLOWABLE LOAD = 9235 LB.. CUT LENGTH = C " " " " / (. ) LEAR SPAN r 90 718"0 SST834.w MIN. 28 7 8 EMBED. I USE 3 8 OSB ORE Ul E E 8d s 3 = / / M8 & 8 THICK STEM WALL. ALTERNATIVELY USE 7/8 A SET EPDXY LOCATION Or" LiP4 / ( Q NAL NT).NAIL D WITH Q O.C. EDGES, 12 O.C. INT O.C. EDGES, 12 O.C. INT (MIN.) FRAMING MEMBERS RECEIVING EDGE NAILING FROM PB" „ " 00 WOOD STUD � O ANCHOR � -.. if USED 035 ® 12 OR LTP4 ® 16 (MIN.) FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT H ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL. MEMBER WITH. R w/ 8 EMBED.. (ALLOWABLE LOAD = 0730 LB.) RIM JOIST i0 TOP PLATE WALL ff'11 BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS " 2" 2 " ' 6" 0 C. J O STAGGERED NAILING AT JOINTS ARID 5/8 A x 1_ ABS w/2x x3/16 OP'S i3 _ E " USE SIMPSON HOLOOWN OR EQUIVALENT) " ' � � - " •'" - - ;- 0 STH08 RJ HOEDOWN OR EQUIVALENT) ( w/4 7180 THROUGH BOLTS w/ MIN. 3 1/2 EMBED. INTO O AND 5 8 A x 10 AB S� S 8 .. 1 - - F _ _ USE SIMPSON (.) ( Q )WITH MINIMUM 1 1 /2 EDGE, PLAN AT INTERSECTING PLAN AT CORNER / w/2x2x3/i6 BP 1 D.C.O.0 (ALLOWABLE SHEAR 381 490. w/SINGLE 3. x NOMINAL MUDSILL PLATE (ALLOWABLE SHEAR 1280 ,040 PLF) A _ 2 4X6.OF§2 POST & 7/8 A SSTB28 w MIN. 24 718' EMBED. AND 8' THICK STEM WALL FOR MONO POUR. FOR WALL PLF) USE 16d ®4®c SIL NAILING IN 2 ROWS STAGB£RED 112" .DISTANCE w/24-16d's (ALLOWABLE 10AD 2_10 LB.) " / /" AOA DOUBLE POUR USE 718-0 SSTB34 w/MIN. 28 7/8 EMBED, IN MIN. 8" iHICK STEM WALL. ALTERNATIVELY USE ' NOTE. 1. ALL SHEAR PANELS ARE 70 $E HAND NAILED OR AIR OPERATED 7/8" 0 S ' ' / ET EPDXY ANCHOR w/ 8 MEED (ALLOWABLE LOAD - 9540 LB) 5/8 DA x12 AB 5" MIN USE JIB- OSB. (OR, EQUIIVALENT) NAILED WITH 8d's 0 2'. D.C. EDGES, 12' D.C. INT NAIL GUNS ARE TO BE SET TO PREVENT .THE HEAD OF THE NAIL FROM. AT 4'-0 ONO g' MAX (MIN.) .FRAMING MEMBERS. RECEIVING EDGE. PALING FROM ABUTTING PANELS SHALL NOT .: $E LESS THAN A SINGLE' 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS BREAKING THE SURFACE OF THE PLYWOOD OR. OSB PANEL. GUN SET E " " o AND 5/8 0 x 12 ABS w/2x2x3/16 BPS ® 18 O.C. w/SINGLE 3 x NOMINAL NAILS CAN THEN BE HAND SET TO PROPER LEVEL. 7 n MUDSILL PLATE (ALLOWABLE SHEAR = 491-640 PLF LASE. i6d ®3 oc SILL NAILING IN 2 U 5' STUD WALL FRAMING 8 C O �+ , ) 2. ANCHOR BOLTS TO $E A MAXIMUM OC FLOOR FRAMING .7 WALL ROWS STAGGERED 1/2. — S �.� O USE SIMPSON STHD10 RJ HOLDOWN OR EQUIVALENT WITH MINIMUM 1 1 2" EDGE ( ) (. ) / DISTANCE w 28-i6d's ALLOWABLE LOAD = 28$0 L8. / ( ) H (OR EQUIVALENT) WITH MINIMUM 1 1/2" EDGE USE NCE wl/ STHD14(RJ) (ALLOWABLE DISTANCE ry/38-16d's (ALLOWABLE LOAD 4295 L8.) � 4A A c USE SIMPSON H014A HOEDOWN. (OR EQUIVALENT) w/4- 1'0 THROUGH BOLTS w/ MIN. 3 1/2' EMBED. INTO 4X6 OF�2 POST & 1'A TYPE A ANCHOR w/MIN. 36" EMBED. AND 8' THICK STEM WALL FOR MONO POUR &DOUBLE POUR. ALTERNATIVELY USE 1" A SET EPDXY ANCHOR w/ 9" EMBED.. ALLOWABLE LOAD = 11080 LB. ( ) USE SIMPSON HD15 HOLDOWN (OR EQUIVALENT) w/4- 1 114'0 THROUGH BOLTS w/ MIN. 5 112' EMBED. INTO 6X6 DF12 POST & 1 1/4'0 TYPE B ANCHOR w1MIN. 8" EMBED. AND 8- THICK STEM WALL FOR MONO POUR & DOUBLE _ 10 POUR. ALTERNATIVELY USE 1 1/4" 0 SET EPDXY ANCHOR w/ 12" EMBED.. (ALLOWABLE LOAD = 15305 LB.) SHEAR WALL& HOLDOWN SCHEDULE 0 N