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Home My WebLink About028-078-016028-07-8-016 JAMES M II AND TERI A JACKSON 27 WASHBOARD LNAE, OROVILLE SUBSTANDARD HOUSING 12/31/98 02- 8-07:81016 C - `ai a,•Single Family and AG to Shopiw/o permits 5/5/03 -^ • 28-078-16 44 r 100 E.of Old S.P.Railw q, app.300' S. of Lower Honcut, Oroville Permit # �2-77P,E(uttil.,MH) B ELEC. .i � -OC%� o V4�.� GASPd- SUPPORT STRUCTURE REQ._o COMPACTION TEST REQ. NO ,��2r8-078- h 3Perm� it"#6�ofl�-�7NRi3 � 0 Issued 7y 28-078-16 Permit;'11 7-78B,E(newrcaba /MH) //�/ p 28-078-16 - Permit #599-78B(reinstall awning FLOP -ES, O$ UPES, NAND `LN, HONCAJTT 27 W ASHBOA Cont: OWNER CAL SERVICE NEW ELFCTRt 028-078-016 06-1536 FLORES, JUAN. 27• WASHBOARD LNHONCUT Cont: OWNER NSF(L1V, GAR) 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: 27 WASHBOARD LN Owner: Permit No: 06-1536 APN: 028-078-016 JUAN FLORES Permit type: RESIDENTIAL 1039 GARDEN HWY SPACE 32 Issued Date: 01/24/2007 By KCG Subtype: SFD-Custom/Model TUBA CITY, CA 95991 Expiration Date: 01/24/2008 Description: NSF DWELLING(1895), GAR(581) (530) 632-4940 Occupancy: R-3 Zoning: AR -1 Contractor Applicant: Square Footage: OWNER JUAN FLORES Building Garage RemdUAddn 1039 GARDEN HWY SPACE 3: 1,895 581 f YUBA CITY, CA 95991 (530) 632-4940 Other Porch/Patio Total 2,476 FEE INFORMATION Dwelling - Custom, Model $1,670.36 Fund 10 BLDG $1,223.55 SMIP - Residential $13.71 SRA Fees $95.00 Supplemental Plan Check $54.99 Total Charged: $3,057.61 Fees Paid: $3,057.61 Balance Due: $0.00 Receipt No: B196 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires OWNER / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 01/24/2007 applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors 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: ❑ I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required y ❑wired b Section 3700 I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business Provessions 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; and Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves , thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: Policy Number: Exp. Date: 's ContractorLicense Law.). (This section need not be completed if the permit is or one hundred dollars ($100) or less.) ❑IAM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' X 01/24/2007 Compensation laws of California, and agree that if I should become subject to the workers' compensatio provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions Signature Date �Owners X 01/24/2007 I hereby certify that I have read this application and state that the above information is correct. I agree Si natur Date to comply with all City and County ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND injury, Including death, and property damage caused arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the CONSTRUCTION LENDING AGENCY pro a owner or am authorized to act on the property owner's behalf. , 71,/es 01/24/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for N me of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR.0 - Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip l� BUTTE COUNTY O`D PARTMENT OF DEVELOPMENT SERVICES \P) �� BUILDING PERMIT APPLICATION \\ AND SUBMITTAL REQUIREMENTS fN 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 \VN A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION ` Website: www.buffecounty.net/dds n LE SE PRINT CLEARLY �� d i 3, I APPLICANT INFORMATION OWNER INFORMATION Last Name State ibName Phone City vo/1 Ad r s )�v(• W4 I& cSpQCt 32. Citc/ Map Book Fax E-mail Planner Lic. # Class Name _ rFaxtate,2APho_G E-mail APPLICANT INFORMATION CONTRACTOR Name State Address Phone City E-mail State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name State Address Phone City E-mail State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name 6 �- Address . City State Zip Phone Fax E-mail APPLICANT SIGNATURE For office use only: Zoning API _ Flood Zone I SRA I es . No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc 2� PERMIT NO. BP OCA l'iKAI BIN # _ Description or Scope of Work: PROJECT LOCATION API _ Sq FT- Living i$Q ag Open Cov Property dre s Cross Street F City 01'j[(,( L 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: 1V S t Sq FT- Living i$Q ag Open Cov 0 StructureBuilt without Permits 0 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. I I Received by: k�, e � Amount: Bldg I I Receipt #: A 5� Sheriff MIP l —Co—VG ,tl� (., -Other l Date:W2} ' �S Total Page 1 of 2 REV 8-12-05 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. ❑ 5. Statement of Intent for Non -heated and A/C 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 bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcis 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 KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 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 ROG 15 3G OWNER: i' I cy s U.-" ^�9 ASSE$SOR PARCEL NUMBER V � /- 7?. `!:o i 6 Proposed Building Use:_hU ( Permit Technician: U3. Date:(( -GL O_0 (6 Its required in order o apply for a permit AI xes MUST be checked OR marked NA in order to apply. 1. Site plana r 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plan, 3 r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl - Trtl _� C(�((5. rn pc�,l by ugi a m ❑ 5. Letter from Engineer or Architect for truss design review. 2N 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. Cl 9. Metal bldgs: (A) Metal Bldg Plans; (B) Fnd plans and caics in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicatetAlrr'these must be stamped and wet -signed by the engineer; ❑ 10. Flood Elevation Certificate, wet -stamped and lgned, in duplicate. ❑ / 11. Hazardous Material Form •:� 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Oinirs needed to issue the permit (May require additional plan review upon receipt otoville,asapplicable��j-&,, following items.) nitation and site plan approval from the Environmental Health Department in ❑ Chid 15. Fire Sprinklers ............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required .................... .................................................... _ Fees as shown on the attached Schedule of Fees Due Sheet .............................. O.O 0. City of Chico Plumbing permit........................................................................ Ko21. Site plan and business license approval from the ' of Biggs................22. California Department of Forestry Ian approve paid. Sent by: .,/ 23. Planning approval for (A) Use:(B) Parking: (C) Parcel Check:...V... 7 ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. n 27. Encroachment Permit for driveway from the Public Works Dept ........................... ( pr'i v ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... N 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... 35. ❑ Legal hipfion, ❑ . Tiye, tills , re istr�pon or MCO ......................... ' 36. Other. ft° / tf _ [ 37. Other. &,L4 �{�017 /h When issued Telephone(53d) Co32 19 qO Quintrand hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index pens' plication f r the abov Plan Check Letter 2. Additional items r Contractor, desigWwnwas advis p ne, ❑mail, E3 counter, by Date: ' Contractor, desigadvised of the above data by ❑ phone, ❑ mail, [Mounter, by Date;/0-3n-u(2_ Contractor, designe s advised of the abov data y ❑ phone, El mail, ❑ er Date: Plans reviewed b r Date: � 2 Plans approved by: Date: D Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division � k Y TO: FROM: Building Division = Development Services Environmental Health E.H. USE ONLY Plot Plan Attached Floor Plan AWwhed Sent to BD/DS / TECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Dispose Clearance for dwelling. Other e r Supply: Public Private Well NOTE: Environmental Health Building Clearance 9/2005 Date '\ �t ►�a v►�� does ru+ , B/ /d 51�e aAom o� California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau Reference Number: 06-1536 Location: 27 WASHBOARD LN 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Parcel Number: 028-078-016 Owner Name: JUAN FLORES Description: NSF DWELUNG(1895), GAR(581) Date: 06/26/2006 By: CRW Sub Type: SFD-Custom/Model Phone: (530) 632-4940 To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County Development Services -Building Department requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked our on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site. I have read and understand the above pre -inspection requirements. 06/26/2006 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/FireDrevention/protplan/protDIan.html FILE 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 APN No: 028-078-016 Permit Type: SUL Subtype:Ige= Q App Date: 6/26/2006 Permit No: BP 06-1536 Permit Desc: SF New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,783.93 Plan Check portion of Permit Fee $1,113.57 $1,670.36 Balance of Building Permit Fee 2 FEMA Flood Elevation Review $109.98 0 3 SRA* RYes Yes Fire Plan Check - Non -Refundable $95.00 $95.00 $204.98 1 (State Responsibility Area) Building Inspection $109.98 $109.98 NON-REFUNDABLE portion of fees due at application $1,208.57 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1-,318:55 t_ �j I (� 6/26/06 Kourtni � FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $1.68 . —, I T 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: 06 _'2 p ~O6 Pursuant to Govbrfiment code Section 66020, you are hereby notified those Items followed by an "" may have been imposed on your project. You have 90 days from the date of approval of the 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/Forms/Schedule of Receipt Fees Residential 041506 BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FOkM 04EATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Nwnber (s)a�_(-%ff Building Pen -nit Number �JGb r S� Property Owner (s) G(�� Ua n Project Location /Address Subdivision Name Assessable Sq. Ftge / Type of Residential Development (check one) ✓ New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: L' % > >�t Z ap-czfl b� Buil ing Departrnent Representative Date . 0 FRRPD 0 CARD ❑ PRPD ❑' DRPD certifies that: k� u a n Applicant Name Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of. Dwelling Units @ $ t per unit for a total of $ 1 0 Square Feet @ $ Remarks: per sq foot for a total of $ Paid by Check No: YZ1 a� Paid by Cash: Receipt No: BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) School District a//� ,�/ Building Department No. . A.P. Number �'�'Q/l/) Jurisdiction: cityFt7--lCounty Property Owner �D r�.S UQ rl Property Location/Address Subdivision Lot No. Residential Development Q 0 . Q Q Sq. Footage / 9's No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # *(No foundation inspection) ...........................................................6.0.......................... Commercial/Industrial 0 New Addition Representative Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage Date (Including Exterior Roofed Areas) District Identification No. 7 ®y 5 UV 1 Vlhi DYE School District certifies thatJD Yl� (Applicant) a� � asl•b�ar � i_._.� (� 3�- �} 9 � � (Street Address) (Phone Number) C V\ - (City) 0 (State) has complied with the requirements of Resolution No. representing square feet. School District Paid by Check # Remarks: (Zip Code) by payment of $ �n2 E ON $ Date i 3 at4 1r\-1 C-- ) ;2 35-- FY Notice: You may protest the Imposition of the fees Idendfled above by submitting a written protest.to the District, In compitance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest wtii prohibit you from challenging the Imposition of the fee: In any court action. N, subsequent to the School District Representative signing V Butte County Schools Impact Fee Chtlfladon Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Envirornramts! QuaNty Act (CEQA), this project may be subject to additional school teas to fully nrggete Its limpet on the school district's schools. White (school district), Yellow (building department), Pink (applicant). teefonn xis (3P SW= Butte CourltyDepartineiit ofDevelopinei2t Sei�rlCCS o��rrF0 O C 7 County Center Drive ' C; ° G. Oroville, CA 95965 0 r (530) 538-7601 Telephone C0 14, (530) 538-7785 Facsimile BUILDIING PERNUT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatoryentities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. o I an: required to bring the approved Environmental Health site plan and approved sanitation clearance to -the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other. entities must be obtained for the.permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name:y c a n �i i' f!O P� APN: a Building site address: Za i �Gtr � t`_ n ' Permit No.: Q 6 % E3 � I have read, understood and accept the terms' and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: (2 SIGNATURE OF APPLICANT DATE UGn / all A4ve�a►.. X/1Z A e__ �-,.� . ; j y �. '� �. '� ti ,` ,. Ogps-rviEN-r po P�vTT� '` :1 ° ` 0 0 A�eLlC WORDS Department C o u n t s J. Michael Crump, Director of Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Managemerit Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elim.ination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: /C ` y 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: d 0��xz C� ;� ��' fi Title: f Z /L. if Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES.[ ] NO f- 2. I HAVE E- J HAVE NOT [ ] signed an application for a building permit for the proposed work- 3. ork3. I have -contracted with the following person (firm) to provide the proposed construction: RMT PHONE: CONT'RACTOR'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. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: -NAME ADDRESS PHONE. TYPE OF WORK SIGNED: PROPERTY OWNER- DATE: WNERDATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. Brute County Department of Development Services vrr ADMINISTRATION `BUILDING `GIS ° PLANNING o �o o o 7 County Center Drive o %� o Oroville, CA 95965 c —= �� - a (530) 538-7541 Telephone (530) 538-2140 Facsimile CO�l.µ�y 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 $200 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 in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed ownerbi lder 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, &4± Scott Rutherford Chief Building Inspector NOT' .- This Owner -Builder Information is reanired by Section 19830 of the California Health and Safety Code. -Case Number and Name, Case Type and Subtype BCE06-0136 Find Go To Recent structures shown on site plan without permit records. Step by Case -no Type 1BLDG WO PERMIT SubType 10ther - /^__► A-1 J..,-_ VG:L ti7G /"1M 3./1 G��. a11U VVlll: q.\. t. II IIVI IIIQUVII Site Address 27 WASHBOARD LN HONCUT Owner IFLORES, JUAN C Residenl Parcel Numbei -078-016 Restrictions -(a) Case Location, (b) Parent Project and (c) Linked Cases - (a) (b) (c) case record not found> Find___j Go Find Go VPIJG 1 II IG:7 AI IW 1 G�iJ ___-- Fees $0.00 Fee Details Fees Pd. � ._�. $0.00 Fee Payment Details V ANG IT111G74:VIIG ✓Q14G+7 Opened 11/21/2006 IL' ClosedLAO <N/A> Last Actn 11/2112006- ' KLAN • Follow Ur _ <NIA> Court Status JPending Review Officer Gary Brown Referred More Info Violations Description Chronology ** Contacts ** Inspections Site Info ** Imaging Link Print CLOSE California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# d 6-/19'3 L Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. V of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "'I"' shall be a.minimum of 60 feet in length 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 c rK F E I R E M E N T S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1376.01 Setback for Structure Defensible S ace (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 -1H Same Practical Effect for Buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line, with insufficient setback • Siding on entire structure from the following list: ' (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. JUN 2. g 2006 Date Revised 02/28/06 3 Darren Read Fire Protection Planning CERTIFICATE -OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 Project Address........ 27 WASHBOARD LANE ******* --------------------- OROVILLE, CA *v7.10* I I Documentation Author... ERIK JENS ******* I Building Permit # I Square One Design & Drafting I I 610 C Street, Suite B I Plan Check / Date I Marysville, CA 95901 I I 530-743-9568 1 Field Check/ Date i Climate Zone........... 11 / I --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. ----------------------------------- MICROPAS7 v7.10 File-FLORES71 Wth-CTZ11S05 Program -FORM CF -1R 1 I User#-MP2173 User -Square One Design & Draft Run -Base Case 1 ------------------------------------------------------------------------------- MICROPAS7 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = = (kTDV/sf-yr)' Design Design Margin = = Space Heating.......... 28.81 28.55 0.26 = - Space Cooling.......... 30.89 26.79 4.10 = - Water Heating.......... 12.14 12.03 0.11 = --------- -------- Total 71.84.. 67.37 -------- 4.47 _ **Building complies with Computer Performarice�** _ _-------*HERS Verification Required for Compliance --------------------- GENERAL'INFORMATION ------------------- HERS Verification......... Required - . Conditioned Floor Area...... 1895 sf ,.- Building Type .............. Single Family Detached rte'' Construction Type .......... New Fuel Type ................. NaturalGas Building Front Orientation. Front Facing 270 deg (W) Number'of Dwelling Units... 1 or ' Number of Building Stories. 1 r. Weather Data Type.......... FullYear %y�,� lC 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 17055 cf 0 sf 11.3 % of floor area 0.35 Btu/hr-sf-F 0.32 9 fti BUTTE COUNTY BUILDING -9 DIVISION APS"" ROP... ��4 '�/%j°7 BUTTE COUNTY JAN 16 2006 DEVELOPMENT SERVICES CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 2 Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 I MICROPAS7 v7.10 File-FLORES71 Wth-CTZ11S05 Program-FORM CF-1R I User#-MP2173 User-Square One Design & Draft Run -Base Case ----------------=---------=---------------------------------------------------- BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type -------------- (sf) ----- (cf) Units ------ ----- le ----- ioned ----- Type -------- (ft) (sf) Housewrap Residence 1895 17055 1.00 4.0 Yes Setback ---------------------- 2.0 Standard No OPAQUE SURFACES U- --------------- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments ------------ 5 Wall ----- Wood ---- ----- 132 0.102 ----- 13 ----- 0 --- 270 ---- 90 --- Yes --------- -------------- IV.9 A3 6 Wall Wood 13 0.102 13 0 270 90 Yes IV.9 A3 7 Wall Wood 18 0.102 13 0 270 90 Yes IV.9 A3 8 Wall Wood 51 0.102 13 0 270 90 No IV.9 A3 9 Wall Wood 96 0.102 13 0 270 90 No IV.9 A3 10 Wall Wood 546 0.102 13 0 0 90 Yes IV.9 A3 11 Wall Wood 64 0.102 13 0 0 90 Yes IV.9 A3 12 Wall Wood 189 0.102 13 0 90 90 Yes IV.9 A3 13 Wall Wood 207 0.102 13 0 90 90 Yes IV.9 A3 14 Wall Wood 195 0.102 13 0 180 90 Yes IV.9 A3 15 Wall Wood 66 0.102 13 0 180 90 Yes IV.9 A3 16 Wall Wood 95 0.102 13- 0 180 90 No IV.9 A3 17 Wall Wood 271 0.102 13 0 180 90 No IV.9 A3 18 Wall Wood 45 0.102 13 0 315 90 Yes IV.9 A3 19 Wall Wood 23 0.102 13,,' 0 45 90 Yes IV.9 A3 20 Door None 20 0.330 0 0 270 90 Yes None FRONT DOOR 21 Door None 17 0.330 0 0 270 9C No None GARAGE DOOR 22 Roof Wood 1895 0.025 .38,— 0 n/a 0 Yes IV.1 A18 ATTIC 23 Wall Wood 1895 0.074 19 / 0 n/a 0 No IV.9 A5 RAISED FLOOR PERIMETER LOSSES ---------------- Appendix Length F2 Insul Solar IV Location/ Surface ------------ (ft) ------ Factor -------- R-val Gains Reference.Comments 1 S1abEdge 146 0.760 ------- . R-0 ----- --------- No None ---------------------- CARP.SLABEDGE 2 S1abEdge 35 0.760 R-0 No None VINYL SLABEDGE 3 S1abEdge• 6 0.510 R-0 No None UNCOND.EDGE EX 14 S1abEdge 25 0.510 R-0 No None UNCOND.EDGE EX 8 Wind Right (S) 12.0 0.340 0.320 180 90 Standard RG1.1/Vinyl/Wood Fixect L 9 Wind Right (S) •4.0 0.340 0.320 180 90 Standard RG2.1/Vinyl/Wood Fixed L 10 Wind Right (S) 6.0 0.350 0.320 180 90 Standard RG4.1/Vinyl/Wood Operabl 'll Wind Right (S) 16.0 0.340 0.320 180 90 Standard RG4.2/Vinyl/Wood Fixed L 12 -Wind Right (S) 8.0 0.340 0.320 180 90 Standard RG4.3/Vinyl/Wood Fixed L 13 Wind Front (NW) 14.0 0.350 0.320 315 90` Standard CG1.1/Vinyl/wood Operabl HVAC SYSTEMS ------------ Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw Capacity ------------ ------- ----------- ----- ------------- -------- -------- -------- Furnace 1 0.900 AFUE n/a n/a n/a n/a n/a ACSplit 1 13.00 SEER No No No No No r . HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling- Cooling Cooling System Load Load Capacity- Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) ----------------------------------------------------- Furnace 47264 n/a, n/a n/a ACSplit n/a 35202 42482 n/a Sizing Location............ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F N CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 I MICROPAS7 x7.10 File-FLORES71 Wth-CTZ11S05 Program -FORM CF -1R User#-MP2173 User -Square One Design & Draft Run -Base Case ----=-------------------------------------------------------------------------- FENESTRATION --------------------- SURFACES Exterior Area U- Act Shade Orientation ------------------ (sf) ----- factor ----- SHGC ----- Azm Tilt Type Location/Comments 1 Wind Front (W) 25.0 0.350 0.320 --- 270 ---- 90 -------- Standard ------------------------ FG1.1/Vinyl/Wood Operabl 2 Wind Front (W) 3.0 0.340 0.320 270 90 'Standard FG2.1/Vinyl/Wood Fixed L 3 Wind Left (N) 32.0 0.350 0.320 0 90 Standard LG1.1/Vinyl/Wood Operabl 4 Wind Left (N) 6.0 0.350 0.320 0 90 Standard LG1.2/Vinyl/Wood Operabl 5 Wind Back (E) 25.0 0.350 0.320 _90 90 Standard BG1.1/Vinyl/Wood Operabl 6 Door Back (E) 34.00.350 0.320 90 90 Standard BG1.2/Vinyl/Wood Patio D 7 Wind Back (E) 30.0 0.350 0.320 90 90 Standard BG2.1/Vinyl/Wood Operabl CERTIFICATE OF COMPLIANCE: RESIDENTIAL'COMPUTER METHOD CF -1R Page 4 Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 I MICROPAS7 v7.10 File-FLORES71 Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2173 User -Square One Design & Draft Run -Base Case --------=---------------------------------------------------------------------- DUCT SYSTEMS WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R -value ---------------- -------- --=---------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.58 50 R- n/a 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 HERS verified Insulation Installation. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** This building incorporates HERS verified Insulation Installation. REMARKS WINDOWS USED FOR THESE CALCULATIONS ARE 'ALPINE' VINYL FRAME DBL. GLAZED, USING THE TESTED VALUES FOR SUCH. WATER HEATING IS BASED ON A STATE 510E OR EQUAL. HVAC CALCULATIONS ARE BASED ON THE FOLLOWING; FURNACE: MIN. AFUE 90%, A/C: MIN. SEER 13.0. EXTERIOR WALL INSULATION VALUE MUST BE MIN. R13 FOR 4IN. WALLS. ATTIC INSULATION VALUE MUST BE MIN. R38 UNDERFLOOR INSULATION VALUE MUST BE MIN. R19 Verified Verified Verified System Duct Duct Duct Surface Buried Type ------------- Location R -value Leakage Area Ducts Furnace ----------- Attic -------------- R-6 No -------- No --------- No ACSplit Attic R-6 No No No WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R -value ---------------- -------- --=---------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.58 50 R- n/a 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 HERS verified Insulation Installation. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** This building incorporates HERS verified Insulation Installation. REMARKS WINDOWS USED FOR THESE CALCULATIONS ARE 'ALPINE' VINYL FRAME DBL. GLAZED, USING THE TESTED VALUES FOR SUCH. WATER HEATING IS BASED ON A STATE 510E OR EQUAL. HVAC CALCULATIONS ARE BASED ON THE FOLLOWING; FURNACE: MIN. AFUE 90%, A/C: MIN. SEER 13.0. EXTERIOR WALL INSULATION VALUE MUST BE MIN. R13 FOR 4IN. WALLS. ATTIC INSULATION VALUE MUST BE MIN. R38 UNDERFLOOR INSULATION VALUE MUST BE MIN. R19 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 -------------------------------------------------------------------------------_ ------------------------------------------------------------------------------- I MICROPAS7 v7.10 File-FLORES71 Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2173 User -Square One Design & Draft Run -Base Case I ----------------------------------------------"--------------------------------- REMARKS 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. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... ERIK JENS Company. SQUARE ONE DESIGN & DRAFT Address. 610 'C' ST. STE. B MARYSVILLE, CA 95901 Phone'... 530.743.9568 License: Signed.. date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) Name.... ERIK JENS Company. Square One Design & Drafting Address. 610 C Street, Suite B Marysville, CA 95901 Phone... 530-743-9568 Signed.1/12-/0 date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1 Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 Project Address........ 27 WASHBOARD LANE ******* --------------------- OROVILLE, CA *v7.10* I I Documentation Author... ERIK JENS ******* I Building Permit # I Square One Design & Drafting I I 610 C Street, Suite B I Plan Check / Date I Marysville, CA 95901 I I 530-743-9568 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. -------------------------- I MICROPAS7 v7.10 File-FLORES71 Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2173 User -Square One Design & Draft Run -Base Case ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). 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 n/a *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(g): Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 perm/inch 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have De- En- sign- force- er ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 2 Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 I MICROPAS7 v7.10 File-FLORES71 Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2173 User -Square One Design & Draft Run -Base Case ------------------------------------------------------------------------------- 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 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES n/a 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(1): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line 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 R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table'150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, fi De- En-. sign- force er ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3 Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 MICROPAS7 v7.10 File-FLORES71 Wth-CTZ11S05 Program -FORM MF -1R User#-MP2173 User -Square One Design & Draft Run -Base Case I ------------------------------------------------------------------------------- UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. 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 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. -Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36 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) 118(1): Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than -20 kHz MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Page 4 Project Title.......... FLORES RESIDENCE Date..01/12/07 09:26:35 I MICROPAS7 v7.10 File-FLORES71 Wth-CTZ11S05 Program-FORM MF-1R I User#-MP2173 User-Square One Design & Draft Run -Base Case ------------------ ------------------------------------------------------------ 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non- dwelling'spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) f l Fri TRUSS O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 O MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Truss Design Subittal Designed By: Date: Technical Representative: Matt Balch February 7, 2006 Richard Shippen * All enclosed drawings are i Client Juan Flo �CEI V THESE TRUSZS SIAL S "--'AYb ff T42 2006 Office Phone: RLV'EWED FOR CONFORivANCE WITH THE (895 Sf 90 V LADAN Office Fax: t_rADs USED TO : IZE FTC -S, A^?D F EAMS. Plan/Elevation: Floor System: O Roof System: O Work Order # 0150206 erical order * "RAALD'C• 2� Project �'�0 07 r > E'-` 4 s * 7 Wasboard L e "© — CIVIL `0 Z M �l\TF u `Eo��'� Oroville, Ca. Q 01. F CAL C) O Si one: �� C Site Contact: -=J O Original Submittal O Complete Revision WOSEALS O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal PEAK PLATE: 3-4 (2x41 i ►'- 5-5 (2x6) _ 6.6 (2x81 MAXIMUM V-0' EAVE WITH 6'-0' MAXIMUM BLOCKS @ 32'o.c. OR 2'-0' SAVE, BRACE SPACING MAXIMUM, WITH 4x2 12 OR BTR, ) OUTLOOKERS CUT INTO GABLE (b �I 32'o.c. 2x4 BRACE �77 2x4 /2 MINIMUM CONTINUOUS II STRONGBACK BRACED TO ROOF IT STRUCTURE AT 6'-0' MAXIMUM. �� • Il STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 1.6-3, TYPICAL 4'-1.6'CLEARSPAN, 80 MPH CONNECTION MINIMUM GRADE CHORDS AND STUDS 2x4'STUD/STANDARD. STUDS TO BE MAXIMUM 24-o.c. WALL BRACING PER BU DESIGNER. -- HEEL PLATE: 3.4 (2x4) I 5-512x6)' --- 6-6 (2XB) BC SPLICE; 3.4 (2x41 I CONTINUOUS BEARING WAIL I • 2x4 CONTINUOUS -BACKING 5.6 (2x8) WITH 16d NAILS AT 24' o.c. 6.8 12x8) A TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) MAXIMUM 40 PSF LIVE LOAD. 80 MPH WIND EXPOSURE C, LESS THAN 20'•0' WALL HEIGHT. No. C Exp. 1 2x4 SOLID BLOCK WITH 3.18d NAILS Bd AT 8' o.c. GABLE STUD SHEATHING TO GABLE EA. END AND Bd NAILS FROM SHEATHING TRUSS, Bd AT e' ox. TO BLOCK AT 8'o,c, / _ K 1.1 Sd 1 ed AT 24' c.c. DETAILS / 2•ted led 1 Y.' NOTCH � 32' o.o. � ► AT SOLID BLOC I I e WITH 2.16d TOE- 24'o.e. 2.1 Bd 2x4 BRACE; NAILED EA. END 2 18d I ` 'WITH 4.16d,NAILS tif'A(;INf/ UAIE C � UBC CONTINUOUS 2/1 1/99 WARNING Riad art notes on this shoe( and give • copy of It to the Erecting Contractor. -- — n.n d...... r.i .R ,od..awr buad.np wmpunem it he. b..d be .don tpwnuhont p o.muo by One CWnpdnent msnufeen~ and twne in --it' In. Currom ve,tgnt.f IPI and AFPA deign standards. No r_Wdil0tdy Y Y Wmad kv dxneragnY atzWucy. O.ned T era en Id be vtlr.l.nl by In. i o,hp heal mennle,Yure, e.W.r bh.Id.no di t'g..r pndr ih Oil, I'On Th. Wilding designer theft asC~ Ines the I.ede vtwre.l .In Ind t1.t V rr mo.l W a4m Ili. IW a W d..g mp.ted by IntII bud1 n e ding t..e. 1tsumed Inds the top Chord 4 WGIBAN breed by the hit m N4 tn,rinmo end me balom Chord d ulerally tpeCud ny A nQ d tnaetmng metehel d,w9v aTteChed. unless ahe,wte nam 816W GABLE DETAILS CO et!� c SYS12met T1"WA. rslkk" CO�AT�N .1..,w , .. tan r.mrel tu.bpnd of uvnpon.nit 'htw only 1. rnfuw hh c .,ng lengm. Th. coral—eel •nal ..Ia plepe0 n any enwhhmenl Ono m wuu" e mWWn caMe,oo M'd Irr wd -.teal I Q% enwee eon e Cnector Prete wnw . FebrlCoe. her.dle. eMtaad para an "" tune n -1-1 o .MnT. wen 1h. hab+ny t u de,d.. 'yRUSWM MANUAL' by TlutwM. OUAUTY CONTROL STANDARD FOR METAL PIAT( CONNECTED WOOO TRUSSES' (011T.H1. '"ANIOUNG INSTALUNO AND SRACJNO METAL PLATE CONNECTEO W000 TRUSSES' • (HID41) erq'N15a•o, SIIMMI1fly SIrtt f' ny TI1 TM Rute IWe 1ntleNa RPI) u Io[a1.d et 5152 DOrgeq Orrw. MtW.tdn, orats en.t W,tCpnF Pepe, A••dt,e i,In tAPPry 4 Imated M 1270 C0000=0 Ave. NW, 810 200. WUNrgldn. 1x: 2011,115. tn 32y1g. TM Ame,Karl GoNnl�IOrJ Z- I!o ci S,04eP-S. —M NA,I only CN E.:.cH FACE o F- -10 10 '70P C,AoaD of P24rnE Nip . GOIJr1E„-�0�1; Z—Ilod.. S,NK-6IZ.S (z-t�� CD—or-l) END NA1L�D N PFTc� 6aA u4Co AND PZimE i �- z�� vt-z-,nc,- L_SUPPo2.Ts A '.. 0. c. rno,x. F2f, LEN lzjeol • � \ its\\ \;; �� i•�� •`�`.: F!'(� spr.u�tC �.-�Gvi¢�.t�F,r�� NA Al SACK FIAIlZS ��`(P•) `� �; ./ r/,, \�/ 0'S. zx Nt P C0nJn1 -not : 3 - 8 -TbE Nuts oQ mvLM-PUr j �AY iZ Z- I o C.OMM0rJ5 0J- 16 d. SO` EAD tAX%L Crl su4Gr&-PLY Pa�M PSP -rRuss. Uob Name: STANDARD HIP RAFTER 85 SETBACK 8Rl, X' -LAC REACT SIZE REG'D TOP CHORD 2x4 FL #1 & Btr. Plating sped - ANSI=I1995 UPLIFT REACTION(S) 1 0- 2- 8 623 4.95" 1.50" THIS DESIf�I IS THE IZ�TFFvv66ITE RESULT OF SI rt 1 -1264 2 11- 2-11 761 1.50" 1.50" MULTIPLE LOAD CASES.ssu�ppppoort 2 -1164 SLIDER 2x4 FL #1 & Mr. PLATE VALUE$ PER ICBG RESEARCH REPORT #1607. HORIMArL REACTION(S) Permanent bracing is re%;pired (by others) to support 1 1134 prev t rotation/tt�QItng . See HIB -91 and PLAtIIG DISCO ON WEE11 lLMR,VALUES., rt 2 113# A1ISI%TPI 1-1995: 10.3.4,5 and 10.3.4.6. Thissruss is designed using the LBC -97 Code. Bldg Enc qsl e --d = Yes, o Zone - C Hurrirane[^Ocean Line = tb , Exp egory Bldg 99.CDft, Bldg tdth = 3U.00ft, Mean , height = 18.65ft, MPH = 70 Classification = 4, Dead Lord = 12.0 psf -WAD CASE #1 DESIGN LOADS Dir L.PIf L.loc R.PIf R.Loc LL/TL 4 TC Vert .0 0-0-0 142.3 9-10-13 .53 TC Vert 30.Q ?10-13 30.0 11-.5-12 .53 MOTE: 51U rvG, P(+/31= 1111 F rI✓ L. b Wsr� A 12 Mw •• e 11-1-12 A-00� 0AJ hQ,) 10A A)kXLS C-'- Z o -j t 2 va�2s£s� i 4-2-10 + `� _ 3'7-4 S- -7 3-6 6 s fill y��'-� �.11fFS�q�Fy ry. Q` ciq IO -3-13 m N CIJ45982 _ A f 1/2" CAP MAX [12/31/02 CIV t 2-9-I5 2-Q-0 C' ZA_'•r0F�\P� 3 4 11-1-12� j 11-1-12 i 3/15/99 Truswal Systems Plates are 20 ga, unless shown by 1118"(18 ga.) or Scale: 5/16" = 1' I "H"(16 ga.), positioned per Joint Report. Circled plates and false frame fates are positioned as shown above. ® WARNING Read all notes on this sheet and give a copy of if to the Erecting Contractor. TBF: 29.3 WO: LLM10 This design is for an individual building component. It has been based on sp"ifications provided by the component manufacturer and done In Chk' Customer Name: TRU5WAL accordance with the current version of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimension are to be verified by the component manufaconrer and/or building designer prior to fabrication. The building designer shalt as,ertaln that the loads utilized on Dsgnr: #LC = 6 I Ibis design meet or cu=d the loading impused by the local building code. It is assumed dial the "chard is laterally braced by the roof or floor TC Live16.0 psf DUrFees L= P=1.25 SYSTEMS +It thing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral .25 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 14.0 psf Rep Mbr end 1.00 content of the wood exceed 19% aodfor cause connector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following standards: 'TRUSCOM MANUAL', by Tnu%al, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'. BC Live .0 psf 0. C .Spacing 2- 0- 0 4445 Northpark Dr., Colo Springs, CO 80907 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (11111.91) and *111B-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 Tp5.0 Version 09.30.98 SHEET' by TPI. The Truss Plate Institute (TPI) 6 located at 583 D'Ot ufrio Drive, Madison, Wisconsin 53719. The Amerima Forest and Paper Association (AFPA) u looted at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 201D(n. TOTAL 40.0 psf Def l Ratio: L/240 TC' L/180 9 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-ItTM or a 1 x 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. 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 2. 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. Scab(s) must extend a minimum of 90% of the members length. 3. 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. EXAMPLES 90% L 59700/0 Please contact a Truswal engineer if there are any questio 2. c:4nsoffice1winword%brace-new.1et -PITCt! : 5112- O.N.: 12" PLT, NUT,*,? I Roof 1 ine 3 D I, --I YC LEE Z o r n 8 SALES REP RS WO# 0150206 D DUE DATE : T v -LI a rl F 1 o r e s DSGNR/CHKR MB / BW Date 2/6/2006 7:57 27 Wasboard Ln. TC Live 16.00 psf DurFac-Lbr 1.25 TRURMAL zc Deaa 14.00 psf DurFac 1.4. OrOVilla CA 95966 BC Live O. oo psf aciPlt O.C.o. c. spacing 2a.0 v S y E�!.L L L S BC Dead 8.00 psf Design Spec : UBC -97 #Tr/#C£g : 81 / 0 Total 38.00 pa£ Job Name Flores Residence BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 5- 4 1562 3.50" 1.67" 2x4 DFL #1 & Btr. S-7 2 41- 3- 0 -163879.50" 1.75" BC 2.4 DFFL FIL STANDARD BRG REQUIREMENTS shown are based ONLY c 2x6 DFL #2 9-2 on the truss material at each bearing RATE VALUES PER IBO RESEARCH REW #1607. MAX DEFLECTION (span Loaded for 1O PSF non -concurrent BCLL. L/999 MEM 11-72 (ENI) LC 15 PLATING BASED ON GREEN LUMBER VALUES. L= -0.22' D= -0.34" T= -0.55" CRITICAL MEMBER FORCES: WR. CSI 1-2 2631.25/ 284 TEN - 1.60 0.66 2-3 - 0121.2S/ 31(1 1.60 0.60 3-4 -24991.25/ 321 1.60 0.62 4-5 -25151.25/ 324 1.60 0.75 S-6 -31451.25/ 330 1.60 O.S2 6-7 _332011.251/ 301 1.60 0.90 BC COMP. WR. / WR.)CSI - 8-9 -204 1.60 / 29 7 1.25 0.87 9-1D -20S 1.60 / 2937 1.25 0.59 10-11 -136 1.60 / 2547 1.25 0.73 11-12 -25 1.60 / 1842 1.25 0.65 12-13 -134 1.60 / 2573 1.25 0.71 13-14 -204 1.60 / 2990 1.25 0.68 WB COMP. WR. / TENS. WR. C5I 2-9 -79 1.25 / 46 1.60 0.00 2-10 -284 1.25 / 78 1.60 0.09 3-10 ]9 1.60 / 337 1.25 0.14 3-11 -631 1.25 / 160 1.60 0.43 4-11 -59 1.60 / 781 1.25 0.32 4-12 -63 1.60 / 8D4 1.2S 0.33 55-1732 -664 1.62p5 / 154 1.605 0.45 6-13 -339 1.25 % U4 1.60 8.08 Truss ID: Al Plating spec : ANSI//1995 THIS DESANSI/TPI 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-R.V AND 3" HA R NAILS FOR MULTI -PLY GIRDERS. MUST2BE t�REE-EVALUATENAILS D ARE SED THE WERS) 20-4-14 I 2D-8-6 �1 2 3 4 5 6 7 5.00 5.00 4-4 0 x x 0-5-6 1.54 5-6 5-6 2.5-4 0-3-15 B1 2•5-4 B2 W:308 W:308 R:1562 R:1638 U:-122 U:-137 0-3-8 I 41-1A 100.0 STUB 8 9 10 11 12 13 14 94-4 1 SHIP - Q 7 URS T R CTupport 10N(Sa_2 lb Su rt 2 -11337 lb This russ is designed using the UR - Code. 815g Enclosrd a Yes Irnportance Factor 1.00 Truss Location - Not End ZoneHu ��aa Mean Line - No Bllan'LrooRttheight69.3314 dBBftg i5thlorWo0 ft UBC Standard Occupancy, Dead Load m ph 13.2 psf 2/6/2006 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an Individual Becomponentldingcomponent�s not tr system. it has beenDared on spec&atios provided by the corporhe t ma m facuner W0: D r i ve_T_0150206_L 0000 5_J 00001 ® and done In accordancewith the current versioof TPI a d AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer anNa building designer prior to fabrication. The building designer must ascertain Uat the roads Ds g n r : MB # LC = 16 WT: 254# TC Live 16.00 psf L i ver Du r L =1*25 P=1. 2 5 HOMEWOOD 'd"'a' on this design moo a exceed the loading imposed by the local building code and the paAladar appicallom The design assumes that the tap chord or is laterally braced by the roof Bostheattdre me and bottom curd Is laterally braced by a rigid sheathing material directly atractced unless othevdse TC Snow 0.00 psf S nowDu r L=1.15 P=1.15 ® TRUSS noted Bracing shown is for lateral support of components members only to reduce budding lengtho This mhponent shall not be paced in my errvironmemthat will Causethendsturecortetofthewoodtocooed19%encYaraseconnecapateoxmslon. Fabricate, handle. install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4415 Northpark Dr. and brace Ins truss inaccordance with the (dwMa'm ngstan""`''itandpmugDelffilReportVa"miableasoutp'ahumlw from BC Live 0.00 psf 1.15 / 1.00 / 1.00 Co 10 5pr7ngs, CO 80907 'ANWrPIi', WrCA 1' - Wood Truss Council of America Standard Design Resporribilhies.'BULDING 00WONElfr SAFETY INFOFJMTION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (SCSI 1-03) and EC.SI SUMMARY SEMS by WTCA and TPI. The Thus Plate Institute (M) is located at 583 D'Omfdo dive, Manson, TRUSPLUS 6.0 VER: T6.5.0 VAsmnsin53719. The American Forest and PaperAssocladon(AFPA) Is located at 111118th street, NW, Ste 800. Washington, DC 20038. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/2 Job -Name: Flores Residence Truss ID: A2ATS Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 BC 2x4 DFL #1 Web bracing required at each 7ocati on shown.P See details (71011087001-001 UPLIFT REACTION(S) 1 0- 1-12 1267 3.50" 1.50" 214 DFL 01 & Btr. 8-10 �' standard mewl): [PMI -PLATE MONITOR USSED-See loint Report'• Support 1 113 lb Support 2 lb 2 32-11-12 ; 1939, 3.50 1.69 3 38- 6-12 49 3.50" 1.50" WEB 2x4 DFL STANDARD Platinggspec - ANSI/TPI 199S -204 Support 3 -268 lb BRG REQUIREMENTS shown are based ONLY BL BLK 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESIEN IS THE CDKFO5rTE RESULT OF - MULTIPLE LOAD CASES. This truss is designed using the UBC -97 Code. on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. IF HANGERS ARE INDICATED ON THIS DRAWING, Bldq Enclosed - Yes, Irnortance Factor . 1.00 MAX DEFLECTION (s an) Mark all interior be in locations. Install interior s�upport(s) before erection. THEY ARE BgED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY - Truss Location - Not End Zone Hurricange/Ocean Line . No Category = C L/999 MEM 10-1.1 (LIVE) LC 17 L= -0.15" D= -0.19" T= -0.34" fin 'BASED ON GREEN LUUMMBBER VALUES. MERS). BldgWihth . ft Lrooftheight9.3314 EX.WB DEF CRITERIA:L/120 12-13 13-14 HHAAMCf�RS' MUST2BE"REE-EVAALUA ED (BY d88hg 75 UBC Standard Occupancy, Dead Load - 13.2 psf IN MEM 14=Z; 1= 0.00" COMP. WR. / TENS. OUR. CSI vertical unenbers exposed to wind: 14--7 1 2 �6JOLL"5 7235 1.61101812-3 I 18-0-2 -22011.25 / 261 1.:. 0.49 3-4 -15511.25 / 250 1.60 0.56 4-5 -9831.25 / 206 1.60 0.48 5-6 -741.60 / 769 1.25 0.586-7 1-3 -911.60 / 5ll 1.25 0.43 BC CTAP. DOR. / TENS. OUR. CSI 8-9 -209 1.60 / 2130 1.25 0.49 9-10 -134 1.60 / 1698 1.25 0.50 30 -ll -17 1.60 / 962 1.25 0.56 ll -12 -23 1.60 / 683 1.25 0.53 12-13 13-14 -458 1.25 / -29 1.60 / 106 1.60 0.22 S6 1.60 0.05 WE COMP. WR. / TENS. OUR. CSI 2-9 -350 1.25 / 11.8 1.60 0.09 3-9 -48 1.60 / 542 1.25 0.22 3-30 -674 1.25 / 162 1.60 0.46 4-10 4 -ll -69 1.60 / -275 1.25 / 8DO 1.25 0.32 71 1.60 0.19 S -ll / 461 1.25 0.19 S-12 -1933 1.25 / 192 1.60 0.88 6-12 -467 1.25 / 125 1.60 0.10 6-]3 -6 1.60 / 162 1.25 0.07 7-13 7-14 -460 1.25 / -32 1.60 / 88 1.60 0.14 297 1.25 0.12 20 ® HOMEWOOD 20-8-6 I 18-0-2 TC Live 16.00 psf 1 2 3 4 5 6 7r owDU SnDu r L=1.15 P=1.15 5.00 -5.00 TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. 1-3 BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 4-4 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 5-6 3-8 . i Bl d Code. UBC -97 9 8-11-7 2-4 2.5-4 9-4-5 SHIP 1 2.5-4 2.5-8 = 1-�-6 + 0-3-15 2.5-4 5-6 1-3 5-6 B1 J12 2-3 B3 W:308308R:1267 32-1 8 R:1939) R:49 U:-113 U:-204 U:-268 1�0 38-8-8 2-8-4 8 9 10 11 12 13 14 STUB 20 ® HOMEWOOD VVHKIVI/VVRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Ind vidual building component not truss system 9 has been based on specifications prWded by the component manufacturer and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the toads utilized on this design meet or exceed the loading Imposed by the tical building code and the particular application. The design assunes that the top crwd m laterad braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise Cust: Juan Flores W0: Dri ve_T_0150206_L00005_J 00001 Dsgn r : MB #LC = 23 WT: 267# TC Live 16.00 psf Li r L=1.25 P=1.25 Bracing Is for lateral TC Snow 0.00 psf owDU SnDu r L=1.15 P=1.15 ® TRUSS noted. shown m support of components embers only to reduce buckling length. This component shall not be paced in any enviranmem that will cause the moisture content of the wood to exceed 19% andfor cause connector plate corrosion. Fabricate, handle, Install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and mace this truss in accordance with the following standards:'Joint and cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSIffPl 1% VVTCA V- Wood Truss Council of Arnerica Standard Design Responsibilities, 13ULDING COMPCNENT SAFM INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6. 5 0 (BCSI 1-03) and SCSI SUMMARY SHEETS by WfOA and TPI. The Truss Plate Institute (TPI) is located at 583 D'GYnofrb Drive, Madison, . Wsconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th SUM. NW, Ste 800, Washington. DC 20038. Bl d Code. UBC -97 9 DEFL RATIO: L/240 TC: L/24 IJob Name: Flores Residence Truss ID: A213TS Qtv: 1 BRG X -LOC REACT SIZE REQ'D 1 0- 5- 4 1333 3.50" 1.50' 2 35- 2- 4 1602 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (s an) : L/999 MEM 10-3-1 (LIVE) LC 21 L= -0.17' D= -0.21' T= -0.38" MAX DEFLECTION (cant) : L/999 MEM 13-14 (LIVE) LC 29 L= 0.02' D= 0.02' T= 0.04" EX.WB DEF CRITERIA:L/120 IN MEM 14- 7; T= 0.00" CRITICAL MEMBER FORCES: TC CORP. WR. / TENS. WR. CSI 1-2 -2638 1.25 / 266 1.60 0.60 2-3 -2455 1.25 / 292 1.60 0.53 3-4 -1889 1.2S / 288 1.60 0.58 4-5• -1555 1.25 / 260 1.60 0.51 6-7 -1290 1.60 % 200 1.25 0.29 8C COMP. DUR. / TENS. WR. CSI 8-9 -242 1.60 / 2350 1.25 0.58 9-10 -172 1.60 / 1988 1.25 0.65 10-]1 -60 1.60 / 1288 1.25 0.59 - U-12 -115 1.60 / 1326 1.25 O.S9 12-13 -113 1.25 / 195 1.60 0.09 13-14 -22 1.60 / 22 1.60 0.09 WB CDIQ. it / TENS. WR. CSI 2-9 -303 1.25 / ll4 1.60 0.08 3-9 -41 1.60 / 447 1.25 0.18 3-10 -632 1.25 / 157 1.60 0.43 4-10 -65 1.60 / 772 1.25 0.31 4 -ll -10 1.60 / 218 1.25 0.09 5 -ll -77 1.60 / 149 1.25 0.06 5-12 -8S6 1.25 / 91 1.60 0.62 6-12 -S4 1.60 / 1196 1.25 0.49 6-13 -1492 1.2S / 168 1.60 0.22 7-13 -149 1.25 / 105 1.60 0.03 7-14 -9S 1.60 / 21 0.90 0.03 BC 2x4 DFL 41 CBL BLK 2x4 DFFLL STANDARD PLATE vALtlFs PER IOBO RESEARCH REPORT x1607. Loaded for 10 PSF non -concurrent BOLL. PLATING BASED ON GREEN LUPBER VALUES. 8-11-7 3.5-6 I 0-5-6 B1 W:308 RA 333 U:-112 Platingg sppeec : ANSI/TPI - 1995 THIS DESIl71 IS THE CO•UTISITE RESULT OF MULTIPLE LOAD CASES. IF RANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" RANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.S" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY a%ERS). 204-14 L 18-0-2 1 2 3 4 5 6 7 5.00 1-3 4-4 5.00 R:1602 LIA 38 0-3-838-5-0 L 2-8.4 I STUB 8 9 10 11 12 13 14 STUB 8-11-7 SHIP UPLIFT REACTION(S) Support 1 -112 lb Su?port 2 -138 lb This russ is designed using the UBC -97 Code. B1 g Enclosed a Yes, Inportance Factor - 1.00 Truss Location . Not End Zone Hurricane/Ocean Line -No Ezp_Category C Bldg Length a 69.33 ft 81dg WiAdth 44. o0 ft Mean root height - 14. A. ft, rrph - 7 UBC Standard Occupancy, Dead Load 13.2 psf Vertical members exposed to wind: 14- 7 Ciurcled 1plAtes a false r�artrep �afes Rare s rt onedas s �lh a Shif� pe shx) Iat� to�v Wer with stns O'r' tort, a'st le . 2/6/2006 RNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an individual building component not truss system It has been based on specifications provided by the component manufacturer WO: Dri ve_T_0150206_L00005_J00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : MB #LC = 29 Wr: 261# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEI�/OOD utilized on this design meet or exceed the loading Imposed by the beet building code and the particular applicetin. The design assumes that the top drad b laterally traced by the roof or floor sheathing and the bottom erord is laterally traced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral to budding length. This TC $ROW 0.00 psf $nowDu r L=1.15 P=1.1$ ® TRUSS support of components members only reduce component shall not be placed in any environment that will cause the moisture content ofthe wood toexceed 19%and/or cause connector plate corrosion. Fabricate, handle, Install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this thus In accordance with the following standards: Joint and cutting Detail Reports available as output from Trusvrat sofiwere, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSUTPI 1'. WICA V- Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPONENT SAFETY IWWMATION - BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 TRU SPLUS 6.0 VER: T6.5.0 W,SI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Trus Plate Institute (TPI) is located at 583 Donofrio Drive, Madison, Wisconsin 53719. The American Forest and PaperAssocation(AFPA)IslocatedatIIIII9thStreet,NW,Ste800,Washington,DC2DO38. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence * Truss ID: AM Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 2x4 WSb bracing required at each location shown. 1 UPLIFT REACfION(S)_: 1 0- 1-12 .1191 3.50" 1.50" 2 31- 6- 4 C 1960 i 3.50" 1.71" DFL #1 2x4 DFL #1 & Btr. 8-10 « e standard tletails (p1087001-001 nevi). ® [PM ] -PLATE MONITOR USED -See Joint Report•• Support 1 +u6 lb Support 2 -205 lb 3 38- 6-12 42 3.50" 1.50" WEB 2x4 DFL STANDARD BL Platingy sppeec ANSI/TPI - 1995 Support 3 -231 lb BRG REQUIREMENTS shown are based ONLY BLK 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DFSIQt IS THE OCNWOSITE RESULT OF MULTIPLE LOAD CASES. This truss is designed using the UBC -97 Code. on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. IF HANGERS ARE INDICATED ON THIS DRAWING, Bldg Enclosed - Yes Importance Factor - 1.00 MAX DEFLECTION (s an) : L/999 MEM 10-11 (LIVE) LC 17 Mark all interior bearing locations. Install interior s��uppppoo_W before erection. PLATING BASED ON THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Truss Location = Nof End Zone Hurricane/Ocean Line - No E%. ategory C L= -0.15" D= -0.18" T= -0.33" OtEEN LtulrFro�ER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY 65ERS). Bldg Length - 69.33 ft B1 dg Yh dth - 44 00 ft Mean roof height - 14, d8 ft, mph - 75 EX.WB DEF CRITERIA•L/120 13-14 29(1.60 / UBC Standard Occupancy, Dead Load - 13.2 psf IN MEM 14- 7: T= 0.00" CGfAP.fl. / TENS. Vertical members exposed to wind: 14- 7 TC - COMP.IDUR./ TENS. DURCSI 1-2 -21951.25 / 218 1.600.77 2-3 -20101.25 / 243 1.60 0.493-4 Dsgn r : MB #LC = 23 Wr: 267# -13561.25 / -6691.25 / 232 1.60 0.524-5 180 1.60 0.485-6 TC Live 16.00 psf -911.60 / 856 1.25 0.61 6-7 -831.60 / 464 1.25 0.41 BC CTD1P.R. / OUR. 6I TENS.11.60 8-9 -191r,60 / -ll560 19541.25 0.47 17821.25 1D-1�1 8-11-7 0.51 ]1-12 21 1.60)/ 3251.25 0.45 12-13 -421(1.253/ 941.60 0.11 13-14 29(1.60 / 56 0.05 Mit CGfAP.fl. / TENS. WR. CSI2-9 1_T 5_6 -3535 /118 2.5-4 1600.093-9 -490 / 547 1.25 0.22 3-10 4-10 -6755 / -680 / 162 800 1.60 0.46 1.250.33 4 -ll -5015 / 56 1.60 0.3S 5-31 / 616 1.25 0.25 5-12 6-12 -1839 1.25 / -512 1.25 / 192 116 1.60 0.94 1.60 0.16 6-13 / 185 1.2S 0.08 7-13 -417(1.25)/ 78 1.60 0.13 7-14 -26(1.60)/ 259 1.25 0.11 2/6/2006 20-8-6 b 18-0-2 a 1 2 3 4 5 6 7 Dsgn r : MB #LC = 23 Wr: 267# 5.00 -5.00 TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEIn/OOD 1-3 Bracing TC Snow 0.00 psf 4-4 ® TRUSS noted. sham is for lateral support of components members only to reduce bucioing length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19%ardlorcause connector plate corrosion. Fabricate, handle, Install 5-6 3.5-6 4445 Northpark Or. 8-11-7 2-4 2.5-4 9-4-5 '^NSVTPI1'.%VTC`V-Wood Truss Council of America Standard Design Resporaibilifies.eunLDINcCOMPONENT SAFETY INFORnwnora• BC Dead 8.00 psf O.C.Spacing 2- 0- 0 SHIP 1 Bldg Code: UBC -97 DEFL RATIO. L/240 TC: L/24 22.5-43 � = 1_T 5_6 0-3-15 % 2.5-4 5-6 1-3 56 81 4 4 2-3 63 W:308 31-6 W:308 W:308 RA 191 7RA9601i R:42 U:-106 U:-205 U:-231 .40 38-8-8 2-84 8 9 10 11 12 13 14 STUB 2/6/2006 WANN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an Individual building component not truss system It has been based on specifications provided by the component manufacturer WO: Dri ve_T_0150206_L00005_J 00001 ® nt and done in accordance with the curreversions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : MB #LC = 23 Wr: 267# ere to be wAfied by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEIn/OOD utilimd an this design meet or exceed the loading li posed by the local building code and the particular application. The design assumes that the lop 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 Bracing TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. sham is for lateral support of components members only to reduce bucioing length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19%ardlorcause connector plate corrosion. Fabricate, handle, Install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Or. and bmce this tmss fon accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Tnm val software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 '^NSVTPI1'.%VTC`V-Wood Truss Council of America Standard Design Resporaibilifies.eunLDINcCOMPONENT SAFETY INFORnwnora• BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SCSI SUMMARY SHEETS by VVrCA and TPI. The Tress Plate Institute (TPQ Is located at 683 VOrefdo Drive, Madison, Vitsconsin53719. The American Forest and Paper Association (AFPA)Islocated at11111MStreet, NW, Ste 800,Vbshlgton,DC20038. Bldg Code: UBC -97 DEFL RATIO. L/240 TC: L/24 Job Name: Flores Residence Truss ID: A3 Qty: 1 Flores BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 6- 2- 8 7 1872 ? 3.50" 1.62" 2x4 DFL #1 & Btr. 5-7 Web bracing required at each location shown. ® See standard details (TXp1087001-001 revl)'. UPLIFT REACRON(S) Support 1 -147 lb This design Is for an IndMdual building component not truss system B has been based on spednratiom provided by the component manufacturer WO • Dri ve_T_0150206_L00005_J 00001 2 40-11- 8 1330 3.50" 1.50" BC 2x4 DFL #1 2x4 STANDARD Platingg�sppeec - ANSI/TPI - 1995 Support 2 -107 lb Ds n r • MB BRG REQUIREMENTS shown are based ONLY WEB DFL ®L BLK 2x4 DFL STANDARD THIS DESIQh IS THE LSITE RESULT OF r MULTIPLE LOAD CASES. This runs is designed using the Ugh 97 Code. are to be verified try the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the bads on the truss material at each bearing PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS URAIdNG, Bldg Enclosed - Yes, Importance Factor . 1.00 MAX DEFLECTION (s an) Loaded for 10 PSF non -concurrent BQL. THEY ARE BASED ON 1.5" MANGER NAILS FOR Truss Location - Not End Zone Li veDu r L=1.2 5 P=1.25 HOMEWODD L/999 MEM 11-12 (LIVE) LC 19 Permanent bracing is re �uired (bv others) to rotation/topp ing. ee BCSI 1-03 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.S" GUN NAILS ARE USED THE Hurricane/Ocean Line - No ExCdatego - C Bldg Length 69.33 ft Sidg 4.00 ft TC Snow TC Dead 0.00 14.00 L= -0.17" D= -0.20" T= -0.37" prevent and ANSI/TPI 1. HANGERS MUST BE RE-EVALUATED (BY 6NERS). - th - Mean root heigght - 14.48 ft, mph - 75 ® TRUSS SS environment that will cause the moisture content of the wood to exceed 19% andlor cause connector plate corrosion. Fabricate, handle, InsieO in MAX DEFLECTION (Cant) L/563 MEM 8-9 (LIVE) LC 15 PLATING BASED ON GREEN LUMBER VALUES'. UBC Standard Occu ,Dead Load - 13.2 psf ----------LOAD CAgEn# DESIGN LOADS ---------------- 1.00 P / 1.00 / 1.00 L= 0.13" D= -0.04" T= 0.09" and brace this truss accordance with the following stardarft Joird and cmmg Detail Reports' available as output from Truswal software, Dir L.Plf L.Loc R.Plf R.Loc LL/TL CRITICAL MEMBER FORCES:- TC Vert 60.00 0- 3- 8 60.00 41- 1- 4 8C Vert 16.00 0- 3- 8 16.00 0- 4- 0 0.53 0.00 BC Dead TC DHAP. WR. / TENS. DUR. CSI 1-2 -203 1.60 / 579 1.25 0.56 psf BC Vert 26.00 0- 4- 0 26.00 6- 2- 0 0.00 TRUSPLUS 6.0 VER: T6.5.0 2-3 -1093 1.33 / 179 1.60 0.65 •BC Vert 16.00 6- 2- 0 ! 16.00 41- 1- 4 0.00 3-4 -1579 1.33 / 260 1.60 0.66 Bldg Code: UBC -97 DEFL RATIO• 4-5 -1868 1.25 / 298 1.60 0.59 - 5-6 -2386 1.25 / 266 1.60 0.54 6-7 -2682 1.25 / 278 1.60 0.49 BC C3MP. WR. / TENS. DUR. CSI 8-9 -462 1.25 / 194 1.60 0.30 " 9-10 -429 1.25 / 275 1.60 0.30 10-11 -57 1.60 / 1360 1.33 0.65 11-12 / 1237 1.25 0.65 12-13-83H.60 / 1870 1.25 0.70 13-14 -198.60 / 2409 1.25 0.77 J WS COMP. DUR. / TENS. OUR. CSI •. . 2-9 -1694 1.25 / 160 1.60 0.25 2 -IO 31 1.60 / 1326 1.25 0.54 ' 3-10 -972 1.25 / 58 1.60 0.69 3-11 -107 1.60 / 204 1.25 0.08 4-11 -18 1.60 / 167 1.25 0.07 4-12 -82 1.60 / 835 1.25 0.34 5-12 -628 1.25 / 157 1.60 0.42 20-4-14 20-4-14 5-13 -21 1.60 / 431 1.25 0.18 6-13 -378 1.25 / 138 1.60 0.11 1 2 3 4 5 6 7 5.00 5.00 1-3 4-4 5-6 5-6 8-11-7 8-11-7 4-4R1.5-3 SHIP 3-6 4-6 i I 0-5-6 23 5-6 1-3 5-6 2.5-4 0-5-6 5-9-411!5-6 B2 W:308 W:308 R:1872 R:1330 U:-147 U:-107 0-3-8 40-9-12 0-3-8 STUB 8 9 10 11 12 13 14 STUB WAK/V/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an IndMdual building component not truss system B has been based on spednratiom provided by the component manufacturer WO • Dri ve_T_0150206_L00005_J 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r • MB #LC = 2 3 N71-• 265# are to be verified try the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the bads 9 TC Live 16.00 psf Li veDu r L=1.2 5 P=1.25 HOMEWODD utilized on this design meet or exceed Ne loading Imposed by the local building code and the particular application. The design assumes that me top dxud Ns laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise -rp noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any TC Snow TC Dead 0.00 14.00 psf psf P SnowDu r L=1.15 Re Mbr Bnd P P=1.15 / Com Tens / ® TRUSS SS environment that will cause the moisture content of the wood to exceed 19% andlor cause connector plate corrosion. Fabricate, handle, InsieO in BC Live 0.00 psf 1.00 P / 1.00 / 1.00 4445 Northpark Dr. and brace this truss accordance with the following stardarft Joird and cmmg Detail Reports' available as output from Truswal software, Colo Springs, CO 80907 'AX11'•'wrDAV-Wood Truss Council of America Standard Design Responsibilities. suiLrnNGCOMPONENT SAFETY INFORYwnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (rPI) is located at 593 Donofrio Drive, Madison, Ksconsin53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington. DC 20036. Bldg Code: UBC -97 DEFL RATIO• L/240 TC: L/24 Job Name: Flores Residence Truss ID: A4 Qty: 1 BRG X_ LOC REACT SIZE REQ'D 1 0- 5- 4 487 3.50 1.50" TC 2x4 DFL #1 - 2x4 DFL #1 web bracing required at each location shown ® See standard details f 1087001-001 rev/). UPLIFT REACTION(S) • Support 1 -99 lb 2 17- 2- 0 `20081 3.50" 1.77" WEB 2.4 DFL STANDARD PLATE VALUES PER IBO RESEARCH REPORT #1607. Plating�sec ANSI TPI -01995 _ THIS DESI IS THE ITE RESULT OF - Support 2 -151g lb Support 3 -62 lb 3 40-]2- 8 Sll 3.50" 1.50" Loaded for 10 PSF Ton -concurrent BCLL. MULTIPLE LOAD CASES. This truss is designed using the BRG REQUIREMENTS shown are based ONLY Mark all interior bearingg locations. IF HANGERS ARE INDICATED ON THIS DRAWING, UBC -97 Code. On the truss material at each bearing Install interior supports) before erection. THEY ARE BASED ON 1.5•• HANGER NAILS FOR Bldg Enclosed - Yes, Importance Factor - 1.W MAX DEFLECTION (span) : L/999 MEM 12-13 (LIVE) LC 15 Permanent bracing is required Cy others) to prevent rotation/toppTing. a BCSI 1-03 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GIN NAILS ARE USED THE Truss Location - Not End Zone Hurn cane/Ocean Line - No Category . C L= -0.07' D= -0.12' T= -0.20" and ANSI/TPI 1. HANGERS PLATING BASED ON GREEENNALW�ER VALUES ) mdth� 7S ft man Lroo thei9ght9.3314 Bft CRITICAL MEMBER FORCES: 1.00 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 UBC Standard Occu cy Dead Load - 13.2 psf TC CYX•1P. WR. / TENS. WR. CSI 8.00 psf O.C.Spacing 2- 0- 0 __________LOgp E #1 DESIOI LOADS ________________ '1-2 -634 1.25 / 91 1.60 0.57 Bldg Code: UBC -97 Dir L.PI L.Loc R.Plf R. Loc In 2-3 -446 1.25 / 122 1.60 0.57 TC Vert ,60.00 0- 3- 8 60.00 41- 1- 4 0.53 3-4 / 494 1.25 0.28 4-5 / S47 1.25 0.27 BC Vert 16. W 0- 3- 8 16.00 41- 1- 4 0.00 .T pe... lbs X. Loc LL/TL S-6 -611 1.2S / ll4 1.60 O. S3 BC Vert 60.0 20- 0- 0 0.42 6-7 -1225(1.25/ 128 1.60 0.53 7-8 -1400 1.25 / 99 1.60 0.57 - BC Vert 60.0 24- 0- 0 0.00 BC �4P. WR. / TENS. WR. CSI 9-10 ll 1.60 / 515 1.25 0.42 10 -II -199 1.25 / 71 1.60 0.39 I1-12 -458 1.25 / 148 1.60 0.58 12-13 -SS 1.25 / 141 1.60 0.57 14 2 12 5 3 14-15 -18(1.60)% 1 S 1.25 0.40 - 4B CLY•fl. WR. / TENS. R. CSI 2-]D -400 1.25 / 130 1.60 0.10 3-10 -51 1.60 / 622 1.25 0.25 3-11 -577 1.25 / 112 1.60 0.40 4-11 -136 1.60 /' 382 1.25 0.16 4-12 -571 1.25 / 195 1.60 0.51 ' S -I2 -1207 1.25 / 30 1.60 0.74 5-13 . 4 1.60 / 865 1.2S 0.35 6-13 -661 1.25 / 166 1.60 0.45 6-14 -S3 1.60 / SID 1.25 0.21 7-14 -332 1.25 / 112 1.60 0.08 20-4-14 I 20-4-14 1 2 3 4 5 6 7 8 5.00 -5.00 4-4 3� 5-6 5-6 8-11-7 1.5-3 1.5-3 8-11-7 1 1 SHIP 3-6 3-6 z s 0-5-6 2.54 5-6 .� 5-6 2.54 0=5-6 B1 5 B2 B3 00:308 16-10-� W:308 W:308 R:487 R: 008 R:811 U:-99 60#L158 60#1 U:-62 0-3-8 I 40-9-12 I 0-3-8 STUB 9 10 1112 13 14 15 STUB Ct 12tesartdfalse fr;a) a�tes ere oras s st-(The Sh f�p�b�e stud es to a�v�d ova with stn�cli al let ria or'st e . 2/6/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an Individual building component not toss system H has been based on specifications provided by the component manufacturer WO • Dri ve_T_0150206_L00005_J 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions DS n r : MB g #LC = 18 WT: 267# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascenaln that me bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEIn/OOD ublbod on this design meet or exceed the loading Imposed by the bol bulldog code and the particular application. The design assumes that the top fiord Is laterally braced by the roof or floor sheathing and the broom 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 shall not be placed in any TC Snow TC Dead 0.00 psf 14.00 psf P SnowDu r L=1.15 P=1.15 Re Mb r Bnd /Com /Tens P P ®TRUSS environment that will cause the mdsture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Iridal/ in following BC Live 0.00 psf 1.00 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brace this truss accordance with the standards: Joint and cumng Detail Reports' available as output from Trrsval software, 'ANSUM 1', WrCA V - Wood Truss Council ofAinerica Standard Design Responsibilitles,'BUILDING. COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Rate Institute (IPQ Is located at 583 D'Orrohio Drive, Madison, Vdsconsin 53719. The American Forest and Paper Association (AFPA) is located at 11111M So -ad, NW, Ste two, uvbsldxgton, DC 20038. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: A4A Qty: 6 BRG X=LOC REACT SIZE REQ'D 1 0- 5- 4 531 3.50" 1.50" TC 2x4 DFL #1 2x4 DFL #1 Web bracing aired at each location sham. See standardd ils 1087001-001 nevi). UPLIFT REACTION(5) : Support 1 -89 lb 2 18- 6- 8 (2038 3.50" 1.80" W� 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. Plating spec - ANSI/TpII- 1995 THI5 DESIGN IS THE axu%ITE RESULT OF Support 2 -160 lb Support 3 -55 lb _ 3 40-11- 8 739 3.50" 1.50" Loaded for 10 PSF non-foncurrent BCLL. PBLTIPLE LOAD CASES. This truss is designed using the BRG REQUIREMENTS sham are based ONLY Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS DRAWING, URC -97 Code. on the truss material at each bearing Install interior support(s) before erection. THEY ARE BASED ON 1.5" HANGER NAILS FOR Bldg Enclosed . Yes, Importance Factor 1.0 MAX DEFLECTION (5 an) L/999 MEM 9-10 (LIVE) LC 1 Permanent bracing is required (bv others) to Prevent rotation/toppling. a SCSI 1-03 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE HERS). Truss Location Not End Zone Hurricane/Ocean Line - No Exp Category C L= -0.05" D= -0.13" T= -0.18" and ANSI/TPI 1. HANGERS ST BE RE-EVALUATED (BY PLATING BASED ON GREEN LUN BER VALUES. Bldg Length - 69.33 ft Bidg 6tidth - 44.0 ft Mean root height - 14.48 ft, 75 CRITICAL NENBER TC CONP. FORCES: It / TENS. WR. CSI r Rep Mbr Bnd / Comp / Tens ph UBC Standar Octupanty, Dead Load 13.2 psf __________LOAD CfSE #1 OESIGN LOADS ________________ 1-2 -737(1.253/ 2-3 -550(1.25 101 1.60 0.54 / 127 1.60 0.54 Live 0.00 Dir L.Plf L.L. R. P1 R.Loc LL/TL Vert 60.00 0- 3- 8 60.0 41- 1- 4 0.53 3-4 / 396 1.25 0.35 S32 1.25 0.36 4445 Northpark Dr. and brace this toss In accordance with the fonadrg Standards: and cutting Death Reports' available as output from Tins oral software, .ANSUTpp1%VrcA V- Wood Taw Council America Standard Design Responsibilities, BUILDING CON91ONENT SAFETY INFORMATICIIr Vert 16.0 0- 3- 8 16.00 41- 1- 4 0.00 lbs %.Loc LL/TL 4-5 / 5-6 -426(1.25 / ll6 1.60 0.53 8.00 psf .T pe... 6C Vert 60.0 20- 0- 0 0.42 6-7 -1054(1.253/ 126 1.60 0.54 Colo Springs, CO 80907 of - BC Vert 60.0 24- 0- 0 0.0 7-8 -1229(1.25)/ 97 1.60 0.56 - BC COMP. It. / TENS. WR. CSI TRUSPLUS 6.0 VER: T6.5.0 (ecsl 1-03) and ecsl sunNnlARv siNEETs by VVfL:A and TPI. The rmss ware Institute (TPI) Is located at 583 nono6io oris, Madison, Wsconsin 53719. The American Forest and Paper Association (AFPA) is located at 111119th Street, Nut, $te 900, wFashington, Dc 20039. Bldg 9-10 -20 1.60 / 609 1.25 0.44 UBC -97 DEFL RATIO: 10 -ll -108 1.25 / 136 1.25 0.39 ll 1.25 150 1.60 0.36 -12 -469 / 12-13 -193 1.25 / 146 1.60 0.36 13-14 646 1.25 0.41 ' / 14-15 -16(1.60)/ 1058 1.25 0.41 Wa COW. WR. / TENS. R. CSI 2-10 -383 1.25 / 125 1.60 0.10 3-10 -43 1.60 / 603 1.25 0.24 3 -ll -621 1.25 / 125 1.0 0.43 4-11 -97 1.60 / 557 1.25 0.23 4-12 -715 1.25 / 152 1.60 0.75 5-12 1.25 23 1.60 0.63 -U54 / 5-13 -19 1.60 / 848 1.25 0.34 6-13 -674 1.25 / 163 1.60 0.46 6-14 526 1.25 0.21 -48 1.60 / 7-14 -335 1.25 / 112 1.60 0.08 20-4-14 p 204-14 1 2 3 4 5 6 7 8 5.00 5.00 4-4 5-6 5 6 8-11-7 1.5-3 1.5-3 8-11-7 SHIP 3-63-6 3-6 I i 0-5-6 2.5-4 5� 5-6 2.5-4 0-5-6 BIB2 B3 W:308 18-3-02'5 W:308 W:308 R:531 2038 R:739 U:-89 60#p):-1 9[D#1 U:-55 0-3-8 l 40-9-12 .0-3-8 STUB 9 10 11 12 13 14 15 STUB lDVs ma fa see tgie�D a�tesNare sone�a-16 �lhaevrrdt .. WANNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an individual building component not truss system It has been based on specifications proMed by the component manufacturer WO: Dri ve_T_0150206_L00005_J 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Ds n r : MB g #LC = 18 WT: 269# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the roads TC Live 16.00 0.00 psf Li veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 P=1.15 HOMEI 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 end the bottom chord is laterally braced by a rigid sheathing material directty attached, unless otherwise n/OOD noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC TC Snow Dead 14.00 psf psf r Rep Mbr Bnd / Comp / Tens ®TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf 1.00 / 1.00 / 1.00 4445 Northpark Dr. and brace this toss In accordance with the fonadrg Standards: and cutting Death Reports' available as output from Tins oral software, .ANSUTpp1%VrcA V- Wood Taw Council America Standard Design Responsibilities, BUILDING CON91ONENT SAFETY INFORMATICIIr BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 of - TRUSPLUS 6.0 VER: T6.5.0 (ecsl 1-03) and ecsl sunNnlARv siNEETs by VVfL:A and TPI. The rmss ware Institute (TPI) Is located at 583 nono6io oris, Madison, Wsconsin 53719. The American Forest and Paper Association (AFPA) is located at 111119th Street, Nut, $te 900, wFashington, Dc 20039. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: AG Qty: 1 CRITICAL NEWER FORCES: TC 2x4 DFL #1 Plati;agS�sppeec : ANSI/TPI - 1995 This truss is designed using the BC 2x4 DFL #1 THIS DESIGN IS THE MMPOSITE RESULT OF UBC -97 Code. BL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes I portance Factor - 1.00 WI _ PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS M NG, Truss Location a Not End Zone Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.S" HANGER NAILS FOR Hurgricane/Ocean Line a No ECatego C Ma use ad tiara staples for ggable blocks. I -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bld Length - 69.33 ft B1d 55th %7o0 ft BUILDING DES�QiER !MUSST VERIFYSGABLE LOADS! GIRDERS. IF 2.5" BN NAILS AREE USED THE Mean root height 14. d8 ft, rryh 7S (i gndlsedrtoivnvrgnd 7de°plied to fdce�s� PLANGSB SIEDBE ON EE�NALI�PBThfR VALUES. UBC Standard Occupancy, Dead Load a 13.2 psf ex See "General Gable Details', 0002065035. ?I�71 FFFFFFF F I I I�� 2-4-8 I ; 204-14 20-8-6 1 8-11-7 1 3-6 x 0-5-6 1 2 3 4 5 6 7 8 9 101 12 1314 151 a 7181920212223'252627282930313233 5.00 -5.00 94.4 1SHIP x 0-3-15 1�0-0 0-3-8 t 41-1-4 t STUB ob 2�35678901234Sg6789012345678901238 v 2 4-8 rh TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT Ciuro�l 19tes art�fal� a�t arl�e s s n es s (TF10 rt a a Sh f�g1b%stlxl aces fo a�v� )6yPM strt Ju l lot Is ors le . 2/6/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an Individual Wilding component not truss system It has been based on specifications poHded by the component manufacturer W0: Drive—T-0150206—L00005—J00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r : MB g #LC = 16 WT: 384# are to be verified by the component manufacturer and/or Wilding designer prior to fabrication. The Wilding designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD utilized en this design meet or exceed the loading Imposed by the local Wilding code and the particular application. The design assumes that the top mord ISlaterally traced by the roof or floor sheathing and the bottom mord is laterally braced by a rigid sheathing material directly attached, unless otherwise Tp noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any TC Snow TC Dead 0.00 psf 14.00 psf P SnowDu r L=1.15 P=1.15 Re Mbr Bnd / Com T P P / 2n5 ®TRUSS SS envhonrrent that will cause the moisture content of the wood to exceed 19% arMlor cause connector plate corrosion. Fabricate. handle. Install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 end dace this thus In accordance with the following standards:'Joint and Cutting DMI !reports available as output from Tnrswal software, *ANSUTPI 1'. Virr.A 1' - Wood Truss Council of America Standard Design Responsibilities. BUILDING CONFONENT SAFETY INFORMATION' - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SM SUMMARY SHEETS' by WrQA and TPI. The Truss Rate Institute (TP0 Is Located at 583 dOnlofrio Drive, Madison, Wsconsin 53719. The American Forest and Paper Association (AFPA) Is located at I I I I I ft Street, NW, Ste 800. Washington. DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: AGS Qty: 1 CRITICAL NEWER FORCES: TC 2x4 DFL #1 BC 2x4 DFL #1 ®L BLK 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. Loaded seoad�uate sta^appies fdreyableblocks BUILDING DES�QIER MST VERIFY CABLE LOADS! • [+1 gable bracing required 0 58" intervals,'' n sed to wrnd�oad applied to face. See "General Cable Details', (002065035. Platingg sppeec : ANSI/TPI - 1995 � THIS DESI srI5 THE m, ITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY PLLY ARE BASED EHHA�1.5" NAILS FOR MULTI -PLY CIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED [BY NAERS). PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the UBC -97 Code. Bldg Enclosed - Yes Importance Factor - 1.00 Truss Location - Not End Zone - Nod ry B1dgiLe^geLhe�69.33 ft. Bldg 4fidth�o A4 00 ft Mean roof height - 14.48 ft, nph - 75 UBC Standard Occupancy, Dead Load - 13.2 psf 24-8 ab 6 24-8 20414 20414 1 2 3 4 5 6 7 8 9 101 12 13 14 1516171819 20 2122 224?5 26 27 28 29 30 31 323 5.00 5.00 34 5-6 5-6 STUB 34 35 f6 f7 f8 f9 f0 f1 f2 f3 f4 f5 f6 f78f9 Off. 24-8 2-4-8 TYPICAL PLATE: 1.5-3 8-11-7 1 SHIP 3-6 I 0-5-6 WAMN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores 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_0150206_L00005_J 00001 ® end done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r • MB #LC = 16 WT: 381# g em to be verified by the comnt ponemanufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD utilizedmeet or on this design meor exceed the loading Imposed by the local buildingcode and the particular application. The design assumes that the top drord Is laterally braced by the roof or Boor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown b for lateral support of components members only to reduce budding length. This component shall not be placed In any TC Snow 0.00 psf TC Dead 14.00 psf P SnOWDu r L=1.15 P=1.15 Re Mur Bnd /Com P p / Tens ®TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 end brace this truss in accordance with the following standards:'Joint and Coving Detail Reports available as output from Tnnswal software, 'ANSUTP1 1', VVTCA V- Wood Truss Council of America Standard Design Responsibilfties.'SUILDING COMPONENT SAFETY IWCPMAT10N - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER : T6. 5 .0 (SCSI 1-03) and SCSI SLI AAARY SHEETV by WfCA and TPI. The Thus Plate Institute (IPI) Is located at 593 D'Onofrio Drive, Madison, vUsconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC • L/24 Job dame: Flores Residence Truss ID: 131 Qtv: 3 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 "(PM].PLATE MONITOR USED -See 3oint Report• UPLIFT REACTIONCS) 1 0- 1-12 950 3.50" 1.50 BC 2x4 DFL #1 Plating sppeec • ANSI//ryTpeI 1995 RESULT OF Support 1 -129 lb 2 22-10- 4 950 3.50" 1.50 PLATE VALUES PERXICBO RESEEAARRCCH REPORT #1607. ARD MUILLTIIPLEQLOAD CASES. COMPOSITE Thisutruss is designed the BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. IF HANGERS ARE INDICATED ON THIS ORNKNG, U -97 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5" HANGER NAILS FOR Bldg Enclosed = Yes, Irportance Factor - 1.06 MAX DEFLECTION (s an) Li veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 P=1.15 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Truss Location Not End Zone L/999 MEM 7-8 (LIVE) LC 1S noted. Bracing shown Is for lateral support of components members only to reduce bucidi06 length. This component shag not be placed in any GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAERS). Hurricane/Ocean Line = No Exp _Category C Bldg Len th . 69.33 ft 81dg Width ® 44 06 ft L= -0.08' D= -0.07" T= -0.15" ® TRU'S'S environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, 6xstall Mean roo height - 12. f6 ft, mph 71 CRITICAL MEMBER FORCES: TC COMP. WR. / TENS. WR. CSI 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 UBC Standard Occupancy, Dead Load . 13. psf 1-2 -1686 1.25 / 248 1.60 0.38 8.00 psf O.C.Spacing 2- 0- 0 2-3 -1522 1.2S / 269 1.60 0.35 4-5 1.25 % 248 1.6600 0.38 wesoonsin53719. Tire American Forest and Paper Association (AFIPA) is located of 1111 19th Street. NNV Ste 8W, Vilishington, DC 20036. Bldg Code: UBC -97 -1686 BC W -P. R. / TENS.(WR.) CSI 6-7 7-8 -162(1.603/ ID 54((1.603/ 1506(1.25) 0.40 - 3015((1.253 0.34 8-9 162 1.60 / 1506 1.25 0.40 068 / (-344 TENS. WR. CSI 2-7 -344 1.25 / 1: 140 1.60 0.07 3-8 73 1.6600 % SS447 1.25 022 4-8 -343 1.25 / 140 1.60 0.06 5-1-7 2.5-E 2 0-3-15 11-6-0 11-6-0 1 2 3 4 5 5.00 -5.00 4-4 5-6-5 SHIP 2 0-3-15 B1 B2 W:308 W:308 R:950 R:950 LIA29 p LIA29 23-0-0 i-� 6 7 8 9 TruswalSvstemslffies re20�a tmlesssF>anvnbY"18"(s 1�H'(�j6a.),Pr 208x) Hi per Joint its es Se tis are dlonec as e. h gab a es to av td by siructura es cur s le . 1/6/1UU6 WARNINGCI Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an individual building component not truss system H has been based on specifications provided by the oorrponerd manufacturer W0: Dri ve_T_0150206_L00005-100001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r • MB 9 #LC = 16 Wr: 121# are to be verified by the component manufacturer and/or building designer prior to fabrication. The bulbing designer must ascertain that the bads TC Live Snow 16.00 psf 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 P=1.15 HOMEWOOD utilized on this design meet or exceed the leading Imposed by the beat building code and the particular application. The design assumes that the top chard is laterally braced by the roof or Boor sheathing and the bottom chord Is laterelly braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce bucidi06 length. This component shag not be placed in any TC TC Dead psf 14.00 psf r Rep Mb r Bnd / Comp / Tens ® TRU'S'S environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, 6xstall BC Live 0.00 psf P 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brace this truss In accordance with the following standards:'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANS�11%VVTCAV-Wood Truss ConcilofAmerica Standard Design Responsibilities, 'BUILDINcCON30NENTSAFIETYINFORhwnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (SOS[ 1-03) and'BCSI $UNWARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPO Is located at 583 D'Onoftlo Drive, Madison, TRU SPLUS 6.0 VER: T6.5.0 wesoonsin53719. Tire American Forest and Paper Association (AFIPA) is located of 1111 19th Street. NNV Ste 8W, Vilishington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: B2 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x6 DFL #2 ;;[PMI -PLATE MONITOR USED -See Joint Report•• UPLIFT REACTION(9 1 0- 2- 0 • 7387'•4:00, • 4.00. BC '2x6 DFL SS WEB 2x4. DFL STANDARD Platingg�sppeec • ANSI/TPI - 199S THIS OESIlT1 IS THE 0314POSITE RESULT OF Support 1 35 lb Sutroort 2 -769 lb 2 22-10- 0 6074 4.00" 4.00" BRG REQUIREMENTS shown are based ONLY Q bearing 2 DFL SND 11-4 PLT BILK 2x4 DFL #1 MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS WAdNG This truss is designed using the Ugh 97 Cade. On the truss material at each MAX DEFLECTION (span) : Lumber shear allambles are per NDS. PLATE VALUES PER ICBG RESEARCH REPORT #1607. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed . Yes, Importance Factor 1.00 Truss Location . Not End Zone L/999 MEM 9-10 (LIVE) LC 1 L= -0.16" D= -0.22" T= -0.37" Loaded for lA PSF non -concurrent BCLL. Permanent bracing is required (bv others) to rotation/toppling. a BCSI 1-03 GIRDERS. IF 2.S" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OT(!ERS). PLATING BASED ON GREEN LUMBER VALUES. Hurricane/Ocean Line a No Exp,Catego C Bldg Lenth - 69.33 ft 81d9 VVh ah v �4.W ft Mean 12.56 ft, 75 CRITICAL MEMBER FORCES: TC COMP. WR. / TENS.(WR.) CSI prevent and ANSI/TPI 1. 7 2 -PLV! Nail w/lld COM�CN stag erect( r NDS) �. TC- 2 BC- 5 WE65- 2 PER !•' rootheight . mph v UBC Standard Occu cy, Dead Load m 13.2 psf DESIGN 1-2 -15752 1.25 / 0.89 2-3 -11961 1.25 / 0.39 TC Snow in: ----------LDAD CASE #1 LOADS ---R. --------- Dir L.PIf L.Loc R. PIf R.Loc LL/TL 3-4 -8532 1.25 / 0.16 noted. shown is for lateral support of components members only to reduce budding length. This component shag not be placed in any environment that will rause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Instal! TC Dead TC Vert 60.00 0- 0- 0 60.00 23- 0- 0 0.53 BC Vert 687.00 0- 0- 0 687.00 8- 0- 0 0.41 4-5 -8532 1.25 / 0.16 5-6 -11034 1.25 / 0.35 4445 Northpark Dr. and bmca this miss In accordance with the following standards:'.folnt and cutting Detail Reports' available as output from Truswal software, BC Vert 439.00 8- 0- 0 439.00 23- 0- 0 0.41 .6-7 -13498 1.25 / 0.67 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVM 1'. VirC.A V • Wood Truss council of America standard Design Responsibilities, SUtLDD4G COmwoNExr SAFETY INF(* MAnoK - BC COMP.(WR.)/ TENS.WR. CSI 8.00 psf 0. C. Spaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 8-9 / 146U 1.25 0.92 9-10 / 14438 1.25 0.83 Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 111119th Street, Nw, Ste Boo, Mshington, DC 20036. Bldg Code: UBC -97 10 -ll / 10632 1.25 0.57 11-12 / 9881 1.25 0.54 12-13 / 12395 1.25 0.67 13-14 / 12503 1.25 0.75 WB C0MP.(DUR.)/TENS. (WR. CSI 2-9 2544(1.253 0.51 / 2-10 -3728(1.25)/ 0.25 3--10 1�1 -3790(1.25)% 3743(1.25) 0.27 4-11 / 6181(1.25) 0.95 5-11-2760(1.25)/ 0.19 5-12 / 2686(1.25) 0.55 6-12 0.16 ' -2442(1.25)/ 6-13 / 1578(1.25) 0.32 Heel BCSI Left 0.41 Right0.07 F 11-6-0 11-6-0 r 2-PLYS 1 2 3 4 5 6 7 REQUIRED 5.00 5.00 5-1-7 t7-' 2 0-3-15 B1 00:400 R:7387 U:-935 6-6 23-0-0 8 9 10 11 12 13 14 5-1-7 SHIP 2 0-3-15 B2 W:400 R:6074 U:-769 Grid e1stfals�e rf deme a�tes are s s drones gshowr�ae Sh ft�p�bQe stud es to a�vd�dver dl w th sVuctaiuMal later ars le . 216/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an individual wilding component not truss system H has been based on specifications provided by the component manufacturer W0: Dri ve_T_0150206_L00005_J 00001 ® and done in accordance with the current version¢ of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : MB #LC = 16 WT: 188# are to be %*filled by the con"nem manufacturer andfor wilding designer prior to fabrication. The wilding designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEIn/OOD ubexceedand iimd on this design meet or the loading Imposed by the local building code athe particular application. The design assumes that the top chord 5 laterally braced by the roof or floor sheathing end the bottom Crow is laterally braced by a rigid sheathing material directly allched. unless otherwise Bracing TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown is for lateral support of components members only to reduce budding length. This component shag not be placed in any environment that will rause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Instal! TC Dead 14.00 psf P Re Mbr Bnd /Com P p / Tens 4445 Northpark Dr. and bmca this miss In accordance with the following standards:'.folnt and cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVM 1'. VirC.A V • Wood Truss council of America standard Design Responsibilities, SUtLDD4G COmwoNExr SAFETY INF(* MAnoK - BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SCSI 1-03) and SCSI SUW44RY SHEE W by WfCA and TPI. The Truss Plate Institute CTPD is located at 683 D•Cnohio Drive, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 111119th Street, Nw, Ste Boo, Mshington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: BG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 OFL #1 PlatinyyS�sppeec : ANSI/TPI - 7995 This truss is designed using the BC 2x4 OFL #1 THIS DESIGTI IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed Yes Liportance Factor - 1.00 NATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location Not End Zone Loaded for 10 PSF non concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurrrican9/Ocean Line m No Ex Catego - C Ma use ad uate st les for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bld lent v 69.33 ft 81d th - 1.00 ft BUILDING DES GNER MU VERIFY CABLE LOADS! GIRDERS. IF 2.5" GUN NAILS ARE USED THE Mean roo height - 12.f6 ft, aph 75 [+1 gable bracing r uired 0 58" intervals, HANGERS MUST BE RE-EVALUATED (BY 6-AERS). UBC Standard Occupancy, Dead Load 13.2 psf 1 sed to on nd oad applied to face. PLATING B2ED ON GREEN LUMBER VALUES. See "General Cable Details', C002065035. C1`1 04 2-8-0 4 �: 4- 11-6-0-6-01 2 3 4 5 6 7 81011 12 13 14 15 16 17 182 3 4 5 6 7 81011 12 13 14 15 16 17 18 5.00 -5.00 3-4 5-6-5 1SHIP 2 0-3-15 19 20 1 2 3 4 517918o go Oo 10 20 3-;149 35 0 22-8 0 6 1 y c 04 111 2-6-o N (6 04 N _ � J O. 2 n 2 Oi TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT , Rum'— s � gs 'ftowri e 2/6/200 Cirdfld r2tes�e�false fiarne� A�nart as Shlf[g�ble 5 ffies to a�v0!d)bv trtrcttua Iffitell a s le . V WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: ]uan Flores This design is for an Individual building component not truss system H has been based on specifications provided by the component manufacturer WD: Dri ve_T_0150206_L00005_100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional aocuracy. Dimensions Dsgn MB #LC 16 WT: 164# are to be verified by the component manufacturer anc ror building designer prior to fabrication. The building designer must ascertain that the loads r : = HOMEWOOD wlim d 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 b laterally braced by the roof or floor sheathing and the bottom tlrord is laterally braced by a rigid sheathing material direly attached. unless otherwise TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 Bracing is for Were] TC $npW 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown support of components members only to reduce buckling length. This component shah not be paced in any environment that vdll cause the moisture content of the wood to exceed 19% aMror cause connector plate corrosion. Fabricate, handle, install TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. ars brace this truss in accordance with the rollovA g standards:'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Co 1 o Springs, CO 80907 'Af1SVIT4 1%lnrrCA V- Wood Truss carnal of Americo Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION- BC Dead 8.00 psf 0. C. Spaei ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SCSI SUMMARY SHEETS' by VVICA and TPI. The Truss Nate Institute (TPU is located a1583 D'Onof to Ddve, Madison, %Msconsin 53719. The American Forest and Paper Association (AFPA) Is located at I 111 19th Street, NW, Ste SM, Washington, DC 2OD38. Bldg Code: UBC -97 DEFL RATIO- L/240 TC: L/24 Job deme: Flores Residence Truss ID: C1 Qty: 2 BRG X -LOC ,REACT' SIZE REQ'D BCC 2x6 DFFLL Ss W0: Dri ve_T_0150206_L00005�100001 URSupporrttGI10N'%6 1 0- 1-12 6020 3.50" •3.21"J 2 14- 6- 4 6020 3.50" 3.21" WEB 2x4 DFL STANDARD THIS DESI IS THECOMPOSITEOF MULTIPLE LOAD CASES. p lb Su-496 BRG REQUIREMENTS shown are based ONLY 2x4 DFL SND 8-3 Lunber shear allowables are ppeer NDS. IF NGER HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR ?port ,2 d This �russ ,s designed using the UgC-97 Cade. On the truss material at each bearing MAX DEFLECTION (span) : RATE VALUES PER IBD RESEARCH REPORT 91607. Loaded for 10 PSF non concurrent BCLL. Per anent bracing is re wired �y others) to 1 -PLY AND 3' HANGER WAILS FOR MULTI -PLY GIRDERS. IF 2.S" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY Ofi1ERS). Bldg Enclosed - Yes, Fnportance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line No E� Category C L/999 MEM 7-$ (LNE) LC 1 prevent rotation/toping. see SCSI 1-03 RATING BASED ON GREEN LUMBER VALUES. - Bldg Length - 69.33 ft Bldg Width - A4 00 ft CR -0.10' 0= -0ES: T= -0.23' CRITICAL MEMBER and ANSI/TPI 1. 2 -PLY! Nail w/1Dd COMMON stag ered(per-ND$) `PER Mean roof height - 11. �9 ft, mph 75 T TC COMP. WR. / TENS. WR. CSI Colo Springs, CO 80907 in: TC- 2 BC- 5 WEBS- 2 MOOL!" UBC standard Occupancyy, Dead Load . 13.2 psf --Lo1D CASE #1 DESIGN L04D5 ---------------- 1-2 -llS89 1.25 / ll8 1.60 0.74 2-3 -8084 1.25 / 151 1.60 0.21 TRUSPLUS 6.0 VER: T6.5.0 @CSI 1-03) and BCBI SUMMARY SHEETS by WrOA and TR. The Truss Rate Institute UPQ is located at 583 Donofrio Drive, Madison, Wsconsin 53719. The American Forest and Paper Association (AFPA) is located of 1111 19th Street. NW, Ste 800, Washington. DC 20036. Oir L.Plf L. Loc R.Plf R.Loc LL/TL TC Vert 60.00 0- 0- 0 60.00 14- 8- 0 0.53 4-5 1.25 % 178 1.6600 0.74 BC Vert 760.96 0- 0- 0 760.96 14- 8- 0 0.41 -11589 BC (OMP.IDUR.)))/ TENS. (((((DUR.))))CSI6-7 -1251.60)/ 107011.25) 0.727-8 -1271.60 / 1(15361151.25jt 0.78-9 -1271.60 / 10536 1.25 0.719-10 -1251.60 / 10701 1.25 0.72 Ws C1O1P.(DUR.)/ TENS. WR. CSI 2-7 / 2447 1.25 0.49 2-B -3358(1.25)/ 90 1.60 0.21 4-8 % 5890 1.60 0.21 -3358((1.25 4-9 / 2447 1.25 0.49 EEE 1 7-4-0 1 7-4-0 1 2-PLYS 1 2 3 4 5 REQUIRED 5.00 -5.00 3-4-9 3-8 0-3-15 6-6 131 W:308 R:6020 U:-896 l 14-8-0 I 6 7 8 9 10 TYPICAL PLATE: 3-8 Ci 1ol8tes-i�fa1.-rf 90, SHIP 8 0-3-15 132 W:308 R:6020 U:-896 WAI IV/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an Individual building component not truss system H has been based on specifications provided by the cor ponern manufacturer W0: Dri ve_T_0150206_L00005�100001 ® and done In accordance with the current versions or TPI and AFPA design standards. No responsibility Is assumed for dimenslonal accuracy. Dimensions Dsgn r : MB #LC = 16 WT: 94# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer rust ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 utilizedHOMEWOODutilized on this design meet or exceed the loading inposed by particularm e 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 direly attached, unless otherwise Bracing is lateral TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown for support of conrponems members only to reduce buckling length. This conponem shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards: 'Joint and cutting Detail Reports awflable as output from Treswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSW'wrc,AV-Wood TAM Council ofAmericeStandard Design Responsibilities, 13UILDINGCCN>PONENTSAFETY INFORMATION BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 @CSI 1-03) and BCBI SUMMARY SHEETS by WrOA and TR. The Truss Rate Institute UPQ is located at 583 Donofrio Drive, Madison, Wsconsin 53719. The American Forest and Paper Association (AFPA) is located of 1111 19th Street. NW, Ste 800, Washington. DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 J'cb Name: Flores Residence Truss ID: C2 Qty: 10 BRG X -LOC REACT SIZE REQ'D TC 2x4 OR #1 --(K.PLATE MDNITOR USEO_See Joint Report" UPLIFT REACTION(S) 1 0- 1-12 633 3.50" 1.50 2X4 DFL #1 wEe zX4 DFL STANDARD Plating sec': ANSI/TPI - I995 THIS OFSI IS THE CQ4POSITE RESULT OF Support 1 -103 lb lb 2 14- 6- 4 633 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY Q PLATE VALUES PER ICBO RESEARCH REPORT#1607. MULTIPLE LOAD CASES. Su rt 2 -103 This muss is designed using the on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. PLATING BASED ON GREEN LUMBER VALUES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR Ugh -97 Code. Bldg Enclosed - Yes Importance Factor 1.00 MAX DEFLECTION (span) : ® TRUSS 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLV GIRDERS. IF 2.5" GUN NAILS ARE USED THE Truss Location . Not End Zone Hurricane/Ocean Line . No E>Category . C L/999 MEM 4-5 (LIVE) LC 1 4445 Northpark Dr. HANGERS MUST BE RE-EVALUATED (BY OT(IERS). Bldg Lroenogthe- 69.3311t.�9 ldg tah� ft L= -0.03' D= -0.06" T= -0.10" CRITICAL MEMBER FORCES: Colo Springs, CO 80907 • �.00 UBC Standard Occupancy, Dead Load a 13.2 psf TC '.(Mq. TENS.(WR.) CSI 1-2 889((1.25))/ 156((1.60)) 0.40 TRUSPLUS 6.0 VER: T6.5.0 (Bcsl 103) and SCSI SUMMARY SHEETS by 1A?CA and TPI. The Truss Plate Institute (rPQ Is Wooled at 583 D'Onotrio Drive, Madison, Wscensin53719. The Americam Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW. Ste $00. Washington, DC 2W3S. Bldg Code' UBC -97 2-3 889(1.25)/ 156(1.60). 0.40 4 T756(1�.253 0 5 C7(1W.R-3% 38 5-6 -67(((1.60 / 756(1.25 0.38 - - WE OOMP.(DUR.)/ TENS. WR. CSI 2-5 / 153 0.90 0.09 r� 7-4-0 7-4-0 1 2 3 5.00 4-4 5.00 0-3-15 61 132 W:308 W:308 R:633 R:633 U:-103 U:-103 �1-0-0 1-0-0 --I 14-8-0 4 5 6 and a see frartte� fate`s care p 3-9-7 SHIP WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an Individual building currpoment not buss system n has been based on specifications provided by the component manufacturer WO: Dri ve_.T_0150206_L00005-)00001 ® and done In accordance with the current versions or TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : MB #LC = 16 WT: 64# am to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer dist ascertain that the loads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 HOMEWOOD utilized on this design meet or mceed 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 i5 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 TC Snow 0.00 psf TC Dead 14.00 psf P SnowDu r L=1.15 P=1.15 Re Mb r Bnd /Com P p / Tens ® TRUSS environment that will cause the moisture content of the wood to exeed 19%amUor rause connector plate corrosion. Fabricate, handle. install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this tam in accordance with the following standards:',bird and Cutting Detail Repods available as output from Trusoral soflwere, 'ANSVTPI 1'.1NrCA V-Ybod Truss Council of America Standard Design Responsibilities, BUILDING COMPCXdNT SAFETY INFORMATION BC Dead 8.00 O. C. Spaei ng 2- 0- 0 Colo Springs, CO 80907 • psf TRUSPLUS 6.0 VER: T6.5.0 (Bcsl 103) and SCSI SUMMARY SHEETS by 1A?CA and TPI. The Truss Plate Institute (rPQ Is Wooled at 583 D'Onotrio Drive, Madison, Wscensin53719. The Americam Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW. Ste $00. Washington, DC 2W3S. Bldg Code' UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: C3 Qty: 1 2�6�20�6 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 »[PN] -PLATE MONITOR USED -See 3oint Report" UPLIFT REACTION(S) 1 0- 1-12 1056 3.50" 1.50 BC 2x4 DFL #1 PlatigaSsppeec • ANSI/TPI -1995 Support 1 -157 lb Dsgn r : MB 2 14- 6- 4 1056 3.50" 1.50" PATE VALUES PERxICBO RESEEAARRCCHH REPORT #1607. T�MULTIIPPLLEaLO4DD CCAASSES � RESULT OF Thisu uss is designed the BRG REQUIREMENTS shown are based ONLY the truss bearing Loaded for 10 PSF non -concurrent BCLL. Permanent bracing is IF HANGERS ARE INDICATED ON THIS DRAWING, UgC-97 Code. Li veDu r L=1.2 5 P=1.2 5 on material at each MAX DEFLECTION (span) required (bv others) to prevent rotation/toppling. See BCSI 1-03 THEY ARE BASED ON 1.S" HANGER NAILS FDR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldq Enclosed -Yes, Importance Factor - 1.00 Truss Location - Not End Zone TC Snow L/999 MEM 4-5 (LIVE) LC 1 and ANSI/TPI 1. R^TI ED CN O2EFN LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MST BE RE-EVALUATED (BY WEBS). Hurricane/Ocean Line - No Exp Category - C Bldg Length - 69.33 ft Bidq th . 44.00 ft TC Dead L= -0.04" D= -0.11' T= -0.15" CRITICNLMEMBER Mbr Bnd / Rep Comp / Tens 4445 Northpark Dr. Mean roof height - 11.9 ft, uph 7S BC Live (�: TC COhh�. (((DUR.33/ TENS. ((g1R.3 CSI 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 UBC Standard Occupancyy, Dead Load - 13.2 psf __________LOAD CASE #1 DESIGN LOADS __________ BC Dead 1 3 -117884(1.25)% 156(1.60) 0.60 _ TRUSPLUS 6.0 VER: T6.5.0 Dir L. PIf L. Loc R.PIf R. Loc LL/TL 11 ([([ 33 T1583(D1U25) TC Vert 76.00 - 1- 0- 0 76.00 0- 0- 0 TC Vert 60.00 0- 0- 0 60.00 14- B- 0 TC Vert 76.00 14- 8- 0 76.00 15- 8- 0 0.42 0.53 0.42 )))) (((( 4-5 67 1.60 / 1583 1.25 0.79 S 5 67(11.60)/ 079 DEFL RATIO: L/240 TC' L/24 BC Vert 37.3316s0- 0x.0« 3`33 14- 8- 0 0.00 _ TC t%�rt••• 0.0 0- 1-12 1.OD 0.B CONP.(DUR.)/ TENS. 1R. CSI 2-5 313 0.90 0.18 TC Vert 284.0 7- 4- 0 1.00 / TC Vert 248.5 7- 4- 0 0.00 TC Vert 0.0 14- 6- 4 1.00 I 7-4-0 I 7-4-0 I 1 2 3 5.00 533# 5.00 4-4 3-9-7 SHIP 2.5-6 �2.55-6 24 0-3-15 B1 B2 W:308 W.308 R:1056 R:1056 LIA 57 LIA 57 F1-0-0 11-0-0-0 :21 14-8-0 I 4 5 6 r 'e�I tt ancPt' es re2o a �a,lesssr>awn« howr�'at�oY� ifstu 2Dga) niodper loiMD tails I es ass es are dI ass e. a to av td W with str china as ars le . 2�6�20�6 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores design Is for an individual building component not truss system. It has been based on specifications pro Aded by the component manufacturer W0: Dri ve_T_0150206_L00005_300001 ®are a and done in accordance with the nversions of versioof TPI and AFPA design standards. No responsibility is assumed for dli ensbnal accuracy. Dimensions Dsgn r : MB #LC = 16 WT: 64# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEw00D utilized on this design meet or exeed 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 lord is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing is for lateral TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown support of components members only to reduce budding length. This co pomerd shall not be placed In any eme iuonnnt that will cause the moisture content of the wood to erred ie% and/or rause connector plate corrosion. Fabricate. handle, Install TC Dead 14.00 psf P Mbr Bnd / Rep Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards:'Joint and cubing Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPI 1', WrrA 1' - Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPCfIENT SAFE`TY INF-ORMATICN - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPQ is located at 583 D'Onofrlo Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA)Islocated at11111ghStreet, NW. Ste 800,Washington. DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC' L/24 Jdb -Name: Flores Residence Truss ID: D1 Qty: 2 BRG X -LOC REACT. SIZE REQ'D TC 2x4 DFL #1 -•[R4) -PLATE MONITOR USED -See Joint Report•• UPLIFT REACTIONS) • 1 0- 1-12 ` 3490 3.50" 1.86 2x6 DFL #2 WEB 2x4 DFL STANDARD Platingg�spec • ANSI/TPI 1995 THIS Support 1 -469 lb lb 2 19-10- 4 3490 3.50" 1.86" PLATE VALUES PER ICBO RESEARCH REPORT #1607. OESI IS THE Q�Orlli RESULT OF MULTIPLE LOAD CASES. Su port 2 -469 This �russ is designed using the BRG RE UIREMENTS shown are based ONLY Q the truss bearing Loaded for 30 PSF non -concurrent BCLL. IF HANGERS ARE INDIGttED ON THIS ORAIfING, UBC -97 Code. on material at each MAX DEFLECTION (S an) Permanent bracing is required (b� others) to prevent rotation/toppling. See BCSI 1-03 THEY ARE BASED W 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER WAILS FOR MULTI -PLY Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location . Not End Zone L/999 MEM 7-8 (LIVE) LC 1 and ANSI/TPI 1. RATING BASED ON GREEN LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED 65ERS Hurricane/Ocean Line - No E Category C Bldg 69.33 ft Bldg 44.00 ft CR -0.08" D= -0.12" T= -0.20" PTCI CAL 'ANSvrw1',wrcn''-Wood Truss Council ofAmerica StandardDesgnResponsibilities,BUILDINGCCIMPONENTSAFETYINFoRNIATIOr- (BY 2 -PLY! Nail w/10d COMMON stag ered(ppeer��kn) TC- 2 BC- 2 WEB 2 'PER Length . th s Mean roof heigyht . 12.25 ft, mph 75 Standard Dead Load 13.2 WR�% NS.(WR.) CSI (SCSI 1-03) and SCSI SUMMARY SHEETS' by VVTCA and TPI. The Truss Rate Institute (TPD is located at 593 D'Onof io Drive, Madison. 1MsconsinS3719. 'the Anxftan Forest and Paper Association (AFPA) is located at 1111 119th Street, NW, Ste 800, Abstrington. DC 2DO36. in: -S2 F�Of!�' UBC Occupancy, psf ----------LOAD CASE # DESIGN LOADS ---------------- 1-2 -6964 1.25 / 0.41 2-3 -4729 1.25 / 0.16 Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 60.00 0- 0- 0 60.00 20- 0- 0 0.53 3-4 -4729 1.25 / 0.16 BC Vert 289.00 0- 0- 0 289.00 20- 0- 0 0.40 4-5 -6964 1.25 / 0.41 BC O3MP.(WR.)/ TENS. WR. CSI 6-7 / 6405 1.25 0.77 7-8 / 6338 1.25 0.77 8-9 / 6336 1.25 0.77 9-10 / 6405 1.25 0.77 WS COMP.(WR.)/ TENS.(WR.) CSI 2-7 0.29 / 1404(1.25) 2-8 -2194(1.25)/ O.1B - 3-8 / 3286(1.25) 0.67 4-8 -2194(1.25)/ 0.18 4-9 / 1404(1.25) 0.29 .. ' 10-0-0 10-0-0 �2-PLYS 1 2 3 4 5 REQUIRED I 5.00 5.00 4-5-15 3-10 0-3-15 4-4 B1 W:308 R:3490 U:-469 20-0-0 6 7 8 Gus al Systems Plates are 20 oa. unless shown by "18"(18 Del.). "H"U6 oa.1. or'114X nVVIu1X 20 7 10 4-5-15 SHIP 10 0-3-15 B2 W:308 R:3490 U:469 2/6/2006 WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an IrdWual binding oornponent not truss system H has been based on specifications pm%ided by the cm ponent manufacturer W0: Dri ve_T_0150206_L00005_J 00001 ® and done in amortlance with the current wemlons or TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r MB #LC = 16 WT 12 5# 9 ' are to be wei feed by the conponent manufacturer andfor bullding designer prior to fabrication. The building designer rtust ascertain that the loam TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD Witted 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 B laterally braced by the roof or floor sheathing end the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ri f f erioted. 1 ®TRUSS Bracing that shown is for lateral support of components members only to reduce budding length. This component shall not be placed In any n*cament will cause the moisture content of mwood od to emeed 19% and/or cause connector platcorrasion. e cosion. Fabricate, handle, hall TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. and mace this truss In accordance with the following standards: Volnl and Cutting Detail Reports avallable as output from Troswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSvrw1',wrcn''-Wood Truss Council ofAmerica StandardDesgnResponsibilities,BUILDINGCCIMPONENTSAFETYINFoRNIATIOr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SCSI 1-03) and SCSI SUMMARY SHEETS' by VVTCA and TPI. The Truss Rate Institute (TPD is located at 593 D'Onof io Drive, Madison. 1MsconsinS3719. 'the Anxftan Forest and Paper Association (AFPA) is located at 1111 119th Street, NW, Ste 800, Abstrington. DC 2DO36. Bldg Code: UBC -97 DEFL RATIO• L/240 TC: L/24 Job Name: Flores Residence Truss ID: D2 Q 7 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 -[PM] -PLATE MONITOR USED -See Joint Report" UPLIFT REACTION(S) • 1 0- 1-12 836 3.50 1.50 2x4 DFL #1 PlatinyyS�spec • ANSI/TPI 1995 Support 1 -122 lb 2 19-10- 4 836 3.50" 1.50" RATE VALUES PERxICBO RESEEAARRCCHREPORT #1607. MUULLTI�PLE LOAD CASES RESULT OF Thisutruss is designed BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BOLL. IF HANGERS ARE INDICATED ON THIS WAGNG, the ggG 97 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5•' HANGER NAILS FOR Bldg Enclosed - Yes, Irrportance Factor . 1.W MAX DEFLECTION (span) : Li veDu r L=1.2 5 P=1.2 5 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GIN NAILS ARE USED THE Truss Location . Not End Zone Hurrican9e/ocean Line No Exp Catego C L/999 MEM 7-8 (LIVE) LC 1 HANGERS MUST BE RE-EVALUATED (BY OTAERS). . Bldg LLe �.W ft 69.33 ft}5 L- -0.07' D= -0.17" T= -0.24" CRITICAL NEWER FORCES: ®TRUSS rioted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be Placed In any environment that will cause the rthdsture content of the wood to e>seed 19% andfor cause connector plate conosion. Fabricate, handle, install n roopthhhe- ft9 rrPhth� UBC Standdard Occupancy, Dead Load 13.2 psf 7C �v'.JOUR. / TENS. WR. CSI23 204 Rep Mb r Bind / Comp / Tens 4445 Northpark Dr. and brace this teas in accordance with the follcr ' standards: •,hint and Cutting Detail Reports available as output from Truswal software, -10831.25 1.60 0.524-5 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 21199 1.60 0.56 BC Dead 8.00 psf - -13221.25 % (SCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TP0 is located at 583 D'Onofrlo Drive, Madison, BC CO WRW.)� TEll1553 (1.2s) 1Msconsin53719. The Arnedcan Forest and Paper Association (AFPA) is located at 1111 19th Sibreet, NW, Ste 800, VOishington, DC 20036. Bldg Code: 6.59 DEFL RATIO: L/240 TC: L/24 7-8 119 1.60))/ U53 ((((1.2533 0.59 A OO4P. WR. / TFNS.(WR. CSI 2-7 -429(1.253/ 169(1.603 0.12 4-7 169 1.60 0.12 -429((1:253% - t 4515 1 2. 2 0315 t 10-0-0 r 10-0-0 r 1 2 3 4 5 -0000 2-0 2-4 4-10.13 SHIP $b 2.5-6 2 2.5.6 0315 B1 B2 W308 W308 8836 8836 LIA22 U:-122 20-0-0 6 7 8 Circ 112tesi�fVs�e ramex were srAwrtass�lhe Shf�g96Qestud cutest a�v�d�6vHperstruUwal es or le. 2/6/2006 14R Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an Individual Wilding component not toss system H has been eased on specifiesions provided by the component manufacturer W0: Dri ve_T_0150206_L00005_J 00001 ® and done in accebance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r : MB #LC = 16 WT: 99# are to be verified by the component manufacturer and/or building designer prior to fabrication. The Wilding designer mat ascertain that the loads g TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEIn/OOD lized on this design meet or exceed the loading imposed by the local code and the particular application. The design assumes that the top chord utilized rd W Is laterally braced by the rod or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ®TRUSS rioted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be Placed In any environment that will cause the rthdsture content of the wood to e>seed 19% andfor cause connector plate conosion. Fabricate, handle, install TC Dead 14.00 psf Rep Mb r Bind / Comp / Tens 4445 Northpark Dr. and brace this teas in accordance with the follcr ' standards: •,hint and Cutting Detail Reports available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSW.VVrCAV-woodTruss Council of America Standard Design Responsibilities. 13UILDINGCOMPONENT SAFMINFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TP0 is located at 583 D'Onofrlo Drive, Madison, 1Msconsin53719. The Arnedcan Forest and Paper Association (AFPA) is located at 1111 19th Sibreet, NW, Ste 800, VOishington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 �- 7-10-15 7-10-15 2-PLYS 1 3 4 REQUIRED 1 5.00 330# 4-0-0 5.00 41 1 3-7-8 12.5- 2 0-3-15 I 4-0-6 1SHIP 2 0-3-15 131 132 W:308 W.308 R:1566 R:1566 U:-210 U:-21 0 mag �o_g I 20-0-0 I ' 5 6 7 8 2/6/2006 WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an Individual building component not truss system n has been based on specifications provided by the component manufacturer Job Name: Flores Residence ® Truss ID: D3 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL sl ••(RMI -PLATE MONITOR USED -See loint Report•• This design based on chord bracing applied ubbimd on this design meet or exceed the loading Imposed by the local building code and the parUmular application. The design assumes that the top chord Is tateraly braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise 1 0- 1-12 1566 3.50 1.50 BC 2x4 DFL #1 Plating�spec ANSI/TPI -1995 per the following schedule: noted. shown for support of components members only to reduce budding length. This component shell not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install 2 19-10- 4 1566 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY Q WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS OESI MULTIPLE LOAD 1S THE COMPOSITE RESULT OF CASES. max O.C. from to TC 48.00" 7-10-15 12- 0- 0 1.00 / 1.00 / 1.00 on the truss material at each bearing Loaded for 30 PSF non -concurrent BCLL. + + + + + + + + + + + + + + + + . + + + + + IF HANGERS THEY ARE BASED ARE INDICATED ON THIS DRAWING. ON 1.5'• HANGER NAILS FOR UPLIFT REACTIONS) • Support 1 -1210 lb (BCSl 1-03) and 1=1 St1MMARY SHEETS by WfCA and TPI. The Truss Plate Institute (TPI) is located at 583 Drorerrio Drive. Madison, MAX DEFLECTION (5 an) : . Nail pattern sham is for PLF loads only. Concentrated loads MUST be distributed to 1 -PLY AND GIRDERS. IF 3" HANGER NAILS FOR MULTI -PLY 2.5" GIN NAILS ARE THE Support 2 -210 lb DEFL RATIO• L/240 TC: L/24 L/999 MEM 6-7 (LIVE) LC 1 L= -0.04" D= -0.05' T= -0.09" each Ply equally. On multi -ply with hangers, 3' into the HANGERS MUST USED BE RE-EVALUATED (BY WERS). This truss is designed using the UBC -97 Code. CRITICAL MEMBER FORCES: _ use nail s min. carrying r. TC CO•iP. WR. / TENS. WR. CSI F For more than 2 pp use addition fasten- Drainage mist Permanent bracing be provided to avoid ponding. is regwired (►y others) to Bldg Enclosed Yes Importance Factor .1.00 Truss Location Not End Zone 1-2 -3039((1.253/ 198((1.60)) 0.32 2-3 -2780(1.253/ 206(1.603 0.57 ars as indicated fyrom the back plys, or use any other approved detail (bothers). prevent rotation/toppling. and ANSI/TPI See BCSI 1-03 1. Hurricane/Ocean Line - No Category - C Bldg Length - 69.33 ft Bldg Width 44.00 ft 3-4 -3041(1.25 / ]97(1.60 0.33 IF 2.5" GUN NAILS ARE USED WAIL CLUSTER MWNTS SHOAW MUST BE WALLED FROM THE Continuous TC as indicated. lateral bracing attached to flat Lumber must be structural; Mean coop height ll.§1 ft, rryh m 7S UBC Standard Occupancyy, Dead Load 13.2 FRONT AND BAC( FACE EQUALLY (TOTAL NAILS -- rade. Brace 0 24" o.c. unless noted. - psf ----------LOAD CASE #1 DESIGN LOADS ------P--------- BC COMP. OUR / TENS.(WR. CSI DOUBLE THE AMOUNT S!!O 0. r PLATING BASED ON GREEN LUMBER VALUES. Dir L.Plf L.Loc R.Plf R.Loc LL/TL 5-6 -106(1.603/ 2749(1.253 0.37 6-7 -103((1.603/ 2765((1.253 0.36 -,+ + + + + + + + + + + + + + + +.+ + + + + + 2 -PLY! Nail in: TC- w/10d COMMON stag ered(per NDS) 2 BC- 2 WEB- 2 •PER FOOT!•• TC Vert 76.00 - 1- 0- 0 76.00 0- 0- 0 TC Vert 60.00 0- 0- 0 60.00 8- 0- 0 0.42 0.53 7-8 -105 1.60 / 2751 1.25 0.38 TC Vert 145.62 8- 0- 0 145.62 12- 0- 0 0.53 MB CGQP.(WR.)/ TENS. WR. f5I 2-6 / 235 0.90 0.07 - - TC Vert 60.00 12- 0- 0 60.00 20- 0- 0 TC Vert 76.00 20- 0- 0 76.00 21- 0- 0 BC Vert 38.83 0- 0- 0 38.83 20- 0.53 0.42 2-7 -103(1.60)/ 107 1.60 0.02 0- 0 lbs X. Loc IV& 0.00 3-7 / 239 0.90 0.07 - .T pe... TC Vert 0.0 0- 1-12 1.00 • TC Vert 176.0 8- 0- 0 1.00 • - . - TC Vert 154.0 8- 0- 0 0.00 ' - TC Vert176.0 12- o- 0 1.00 TC Vert 154.0 12- o- 0 0.00 • - TC Vert 0.0 19-10- 4 1.00 �- 7-10-15 7-10-15 2-PLYS 1 3 4 REQUIRED 1 5.00 330# 4-0-0 5.00 41 1 3-7-8 12.5- 2 0-3-15 I 4-0-6 1SHIP 2 0-3-15 131 132 W:308 W.308 R:1566 R:1566 U:-210 U:-21 0 mag �o_g I 20-0-0 I ' 5 6 7 8 2/6/2006 WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an Individual building component not truss system n has been based on specifications provided by the component manufacturer W0: Drive -3-0150206-1-00005-300001 ® and don In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed fordbrensional accuracy. Dimensions Ds n r : MB #LC = 16 WT 100# are to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the loads g TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD ubbimd on this design meet or exceed the loading Imposed by the local building code and the parUmular application. The design assumes that the top chord Is tateraly braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing is Lateral TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown for support of components members only to reduce budding length. This component shell not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install 00 TC Dead 14.psf P Re P Mb r Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards: 'Joint and swing Detail Repore' eva8abe as output from Trusval software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 ANSUrPI 1'. WrCA V- Wood Truss Council of America Standard Design ResponsibUffies. 13UILDING COMPONWr SAFIETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSl 1-03) and 1=1 St1MMARY SHEETS by WfCA and TPI. The Truss Plate Institute (TPI) is located at 583 Drorerrio Drive. Madison, Wisconsin 53719. The American Forest and Paper Associeton (AFFA) Is located at I I I I I ft street, NW, Ste 800. Washington. DC 20036. Bldg Code: UBC -97 DEFL RATIO• L/240 TC: L/24 Job Name: Flores Residence Truss ID: SP1 Qty: 6 BRG X -LOC REAR SIZE REQ'D TC 2X4 DFL #1 ••[FMI.PLATE MONITOR USED -See Joint Report'. Building Designer shall provide adequate 1 0- 0-12 S41 1.S0" i4.95"-4 2X4 DFL #1 WEB 2X4 DFL STANDARD Pl atingg��sppeec ANSI/TPI - 1995 THIS DESIQI IS THE ITE RESULT OF bearing area and anchorage,__ AREA h 2 0- 2-12 546 1. SO" 1.50" 3 8- 1- 5 31 1.50 1. S0" RATE VALUES PER IC80 RESEARCH REPORT #1607. MULTIPLE LOAD CASES. ...........BEARING HIRED........... ID Brq Size Min Size -or- Min Area 4 8- 3- 3 149 1.50" '4.95"+ Mark all interior bearin locations. Install interior support s) before erection. IF HANGERS ARE INDICATED ON THIS ORAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 0- 1- 8 0- 4-15 7.4sgin 4 0- 1- 8 0- 4-15 7.4sgin BRG REQUIREMENTS shown are based ONLY Drainage nest be provicelgee to avoid ponding. �pprevent 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY S6fAERRSS). UPLIFT REACTION(S)) on the truss material at each bearing MAX DEFLECTION (span) rortation/toppling See BSI 1-03 HHAANGE�RS MUSTBEREG-EVALUATED(BY Suppoorrtt 1 -1� lb L/999 MEM 4-5 (LIVE) LC 1 and ANSI/TPI 1. This truss is designed using the PLATING BASED ON GREEN LUMBER VALUES. End verticals aredesigned for axial loads Support 3 -127 lb Support 4 -336 lb L= -0.01" D= -0.01" T= -0.02' UBC -97 Code. only unless noted otherwise. ----------LOAD CASE #1 DESIGN LOADS ---------------- EX.WB DEF CRITERIA'L/120 Bldg Enclosed . Yes Importance Factor . 1.00 Truss Location Hof End Zone Extensions above or below the truss profile have for loads Dir L.Plf L.Loc R.Plf R.Loc LL/TL IN 4- 1; T= 0.00" - Hurricane/Ocean Line - No EXp Category . C (if any) been designed indicated only. Horizontal loads applied at TC Vert 60.00 0- 0- 0 60.00 8- 3-15 0.53 BE Vert 16.00 0- 5- 8 16.00 7-10- 7 0.00 CRITICAL MEMBER FORCES: TC COh1P.(WR. / TENS.(WR.) CSI Bldg Lengtth . S4.50 ft Bldg dth - 45.00 ft the end of the extensions have not been T lbs X.Loc LL1% 1-2 -445(1.253/ 150(1.603 0.22 Mean roo height . 10.13 ft, �h . 75 UBC Standard Occupancy, Dead 4oad . 12.0 psf considered unless sham. A drop -leg to an otherwise unsupported wall may create a TC VyeWrt... 396.0 0- 2-12 1.00 TC Vert -396.0 8- 0- 0 1.00 2-3 -445(1.25 / 150(1.60 0.22 Vertical members exposed to wind: 4- 1, 6- 3 hinge effect that requires additional design BC Vert 396.0 0- 2-12 1.00 BC COMP. ([((WR.33/ TENS. ((WR.3 CSI consideration Ory others). BC Vert -396.0 8- 0- 0 1.00 - 5-6 22 34(1.6600) 0.07 (1.2S)% I COt�.IT'. . WR. CSI TRUSS MAY BE INSTALLED AT 901-4 -13125 / 57 1.60 0.06DEGREES TO WHAT IS SHOWN. ALL 1-s 1371.60 / a91 1.z5 o.04 2-5 -294125 / 123 160 0.043-5 THE APPLIED LOADS WILL ALSO BE 1371.60 / 502 1.25 0.20 ROTATED 90 DEGREES 6-3 -2351.25 / 57 1.60 0.06 r f�t 1-1 1/2" GAP MAX T OH 1 2 3Il 396# 1 396# 5-6 1.5-3 5-6 4 U:-107 5 OVER 4 SUPPORTS B3 WA OIB R:31 U:-127 6 B4 WA OB RA49 U:-336 C I)2 i a erftsf 1 �frame� a�tes armee s s rt as s �19?Nove Sh f� ?e stud ales to ?id�bver m wrth strL i al lac its l itis ase es ors le . O O Read aH notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Iuan Flores This design is for an Individual bulling component not in= system It has been based on specifications provided by the component manufacturer WID: Dri ve_T_0150206_L00005_100001 ® and done in accordance with the ardent version of TPI and AFPA design standards. No responsibility Is assumed for dimensional aavracy. Dimensions Dsgn r : MB #LC = 18 WT: 51# are to be %trifled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.25 HOMEWOOD utilizedon this design meet or emceed the "IN imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced try the roof or flow sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing Is lateral TC Snow 0.00 psf SnowDU r L=1.15 P=1.15 ® TRUSS noted. shown for support of oomponems members only to reduce buciding length. This component shall not be placed in any environment that will cause the moisture cometh of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install TC Dead 14.00 psf P Re Mbr Brill /Com P p / Tens 4445 Northpark Dr. and dace this suss In accordance with the following standards: dotm and arcing Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 1% %VTCA V- Wood Truss Council ofAmerica Standard Design Responsibilities. 13UILDING COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SCSI 1-03) and 13DS1 SUMMARY SHEETS by WrcA and TPI. The Truss Rate Institute (iPU is located at 583 dadMo Drive, Madison, W�sconsin53719. The American Forest and Paper Association (AFPA)isWcatedat111119thStreet. NW. Ste 800.Washington. DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 J'db Name: Flores Residence ' Truss ID: SP2 Qty: 6 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 �[R4]-PLATE MONITOR USED -See loint Report`• Building Designer shall provide adequate 1 0- 0-12 563 1.50 --4.95•• BC 2x4 DFL #1 Platin spec : ANSI/TPI - 1995 bearing area and anchors9ge. 2 0- 2-12 554 1.50" "1.50" PATE VALUES PFRxI(BO RESEARAND STANDARD #1607. T ILs ICN IS THETIPLE LOAD COMIRMITE RESULT OF S. IU ..Brg.Siie�� AFEASR, E=QIIIREOD.. •Min Area 3 8-10- 4 32 1.50 1.50' 4 9- 0- 4 165 1.50" -4:95':j Mark all interior bearin locations. interior IF HANGERS ARE INDICATED ON THIS DRAWING, 1 0- 1- 8 0- 4-15 7.4sgin x BRG REQUIREMENTS shown are based ONLY Install support s) before erection. Drainage must be provi to avoid ponding. Pepr�event THEY ARE BASED ON 1.5•• HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY 4 0- 1- 8 0- 4-15 7.4sgin UPLIFT REACTIONS) : on the truss material at each bearing edqg rotation%toppling See Bothers)-03 HANGERS MUST2BE"REE-fEVAALUA ED ((BRE Y 6KERRSS). Suppporrtt z -511008 ib MAX DEFLECTION (span) and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. Support 3 -118 lb L/999 MEM 4-5 (LIVE) LC 1 This truss is designed using the End verticals are designed for axial loads Support 4 -318 lb L= -0.01" D= -0.02" T= -0.03" EX.WB DEF CRITERIA'L/120 UBC -97 Code. Bldg Enclosed - Yes Importance Factor - 1.00 only unless noted otherwise. Extensions above or below the truss profile -- --LOAD CASE #1 DESIGN LOADS ---------------- Dir L.Plf L. Loc R.Plf R.Loc LL/TL IN MEM 4- 1• T= 0.00" Truss Location . Not End Zone Hurricane/Ocean Line No Category C (if an) have been designed for loads loads TC Vert 60.00 0- 0- 0 60.00 9- 1- 0 0.53 �� MEMBEW �: TC �. DU / TENS. 00R. CSI a - Ni Bldg Length - S4.50 ft Bi dg dth 45.00 ft indicated only. Horizontal applied at the end of the extensions have not been BC Vert 16.00 0- 5- 8 16.00 8- 7- 8 0.00 T lbs %.Loc LL/TL 1-2 -539((1.253/ 167((1.603 0.26 Mean roof Height ; 10.93 ft, aph - 75 UBC Standard Occupancy, Dead Load = 12.0 psf considered unless sham. A drop -leg to an otherwise unsupported wall may create a TC Vert 396.0 0- 2-12 1.00 TC Vert -396.0 8- 9- 4 1.00 2-3 -539(1.25)/ 167(1.60) 0.26 Vertw cal menbers exposed to wind: 4- 1, 5- 3 hinge effect that requires additional design BC Vert 396.0 0- 2-12 1.00 BC CaAP.(WR.)/ TENS.(WR.) CSI consideration (by others). BC Vert -396.0 8- 9- 4 1.00 4-5 25(1.603/ 35(1.603 0.09 5-6 22(1.25 / 35(1.60 0.08 -TRUSS MAY BE INSTALLED AT 90 WB COMP. WR. / TENS. WR. CSI S' DEGREES TO WHAT IS SHOWN. ALL 1-4 136 1.25 / 1.60 0.07 1-5 -15S 1.60 / 586 1.25 0.24 THE APPLIED LOADS WILL ALSO BE 2-5 -323 1.25 / l3a 1.60 0.04 3-S -155 1.60 596 1.25 0.24 ROTATED 90 DEGREES / 6-3 - -242 1.25 / 67 1.60 0.07 ' 1 1- a 1 1/2" GAP MAX 1 1 396# OH 2 3 396# T 4 5 OVER 4 SUPPORTS Eta W:108 R:32 U:-118 6 B4 W:108 R:165 U:-318 WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an Individual building component not truss system It ed has been bason spedficatfons provided by the component manufacturer WO • Drive T_0150206_L00005 100001 ® and done In accordance with the cum mt versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : MB #LC = 18 WT: 55# are to be verified by the component manufacturer andfor Wilding designer prior to fabdcation. The building designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD 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 cord is laterally braced by a dgld sheathing material directly attached• unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bradng shown is for lateral support of components members only to reduce budding length. This component shall not be paced in any environment that will cause the moisture content of the wood to exeed 19%andfor rause connector plate te corrosion. Fabricate. handle. Install . TC Dead 1400 psf P Re Mb r Bnd P / Comp / Tens 4445 Northpark Dr. and brace this cross in accordance with the following standards:'dolnt and Cutting Detail Reports• avallable as output from Truswal software. BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 •A'X11%NVICAV-Wood Taw Council ofAmerica Standard Design Responsibua>es,BUILDINGCCMPONENT SAFETY INFORMATION` - BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BGSI 1-03) and SCSI SUMMARY Si by WTCA and TPI. The Truss Plate Institute (TPO is located at 583 Donofrio Odve, Madison, %Msconsin53719. The American Forest and Paper Association (AFPA)Islocated atn111emStreet, NW. Ste 800.Washington, DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: SP3 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 "[PM1-PLATE MONITOR USED -See loint Report" Building Designer shall provide adequate 1 0- 0-12 355 1.50" k4.95" BC 2x4 DFL #1 Platingg spec : ANSI/TPI -1995 bearing area and anchorage. TC Live 16.00 psf 2 0- 2-12 513 1.50 1.50" WEB 2.4 DFL STANDARD THIS DESI IS THE C�ffOSITE RESULT OF ... ... .BEARING AREA REQUIRED....,...... Bracing Is for tateml 3 2-11- 8 17 1.50" 1.50"� PLATE VALUES PER IBO RESEARCH REPORT #1607. Mark all interior bear' locations. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS ORAWING, ID Brg Size Min Size 0- 0- -or- Mtn Area 4 3- 1- 8 50 1.50" 4:95" Install interior support s) before erection. THEY ARE BATED ON 1.5" HANGER NAILS FOR 1 1- 8 4-15 4 0- 1- 8 0- 4-15 7.4sgin 7.4sgin BRG REQUIREMENTS shown are based ONLY Drainage nest be proviedeqq to avoovid ding. Permanentbracing is 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY UPLIFT REACTION(S) TRUSPLUS 6.0 VER: T6.5.0 on the truss material at each bearing See BCSIr1-03 ¢HAN�RRSS MSTBE1REG-EVAALUATED BY 6%ERRSS). Supporrtt z -los ib wisconsin53719.TheAmericanForestandPaperAssociation(AFPA)Islocatedat111119thStreetNW.Ste800,Washington,DC20036. MAX DEFLECTION (Span) and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. Support 3 -161 lb EX.WB DEF CRITERIA:L/120 This truss is designed using the End verticals are designed for axial loadsSupport 4 -473 lb IN MEM 3- 1; T= 0.00" UBC -97 Code. only unless noted otherwise. -- ----LOAD CASE #1 DESIGN LOADS ------------- CRITICAL MEMBER FORCES: Bldg Enclosed . Yes Importance Factor - 1.00 Truss Location Not End Zone Extensions above or belay th truss profile have been for Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC CEtiP.(WR.)/ TENS.(WR.) CSI 1-2 -87(1.60)/ 81(1.60) 0.13 - Hurricane/Ocean Line - No Exp = C (if any) designed loads indicated only. Horizontal loads applied at TC Vert 60.00 0- 0- 0 BC Vert 16.00 0- 5- 8 60.00 3- 2- 4 0.53 16.00 2- 8-12 0.00 -Category Bldg Length . 54.50 ftBidg Width - 45.00 ft the end of the extensions have not been T pe... lbs X.Loc LL/TL BC CUM.(WR. / TENS.(WR.) 6I Mean root height - 10.43 ft, mph . 75 UBC Occupancy, Dead Load 12.0 considered unless sham. A drop -leg to an tC art 396.0 0- 2-12 1.00 3-4 -28(1.60)/ 32(1.60) 0.05 $tandard - psf Vertical members exposed to wind: 3- 1, 4- 2 otherwise unsupported Nall may create a hinge effect that requires additional design TC Vert -396.0 2-11- 4 BC Vert 396.0 0- 2-12 1.00 1.00 � ((W253� TENS. ((WRR.3 consideration (by others). BC Vert -396.0 2-11- 4 1.00 1-3 -119 OBO1 2-3 64(1.603 0.02 -64(1.603/ 4-2 -197(1.25 / a0 1.60 0.06 _ TRUSS MAY BE INSTALLED AT 90 DEGREES TO WHAT IS SHOWN. ALL THE APPLIED LOADS WILL ALSO BE ROTATED90 DEGREES . 1/2" GAP M 0A0 1 2 396i�, 3964 OVER 4 SUPPORTS FF1�08 :-473 WAK/V/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores design Is for an individual building component not truss system R has been lased on specifications provided by the component manufacturer WO: D ri ve_T_0150206_L00005_J 00001 ®This and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : MB #LC = 18 WT: 21# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer rteascedain that the bads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 HOMEWOOD 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 Roor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise Bracing Is for tateml TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown support of components members only to reduce budding length. This corrponent shall not be placed in any environment that will cause the moisture content of the wood to exceed 1B% and/or terse connector plate corrasion. Fabricate, handle, hWall TC Dead 14.00 psf P Re Mb r Bnd /Com P p / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standants:'Jdnd and cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPI1'•wmA1'-waodTruss counmofAmerica Standard Design Responsibilities. 13UILDINGCOK92ONENTSAFIETYINFowVwnorr- BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SCSI 1.03) and'BCSI SUMMARY SFX= by WTCA and TPI. The Tress Plate InsUtute (TPI) Is located at 583 D'Ondfrio Drive, Madison, wisconsin53719.TheAmericanForestandPaperAssociation(AFPA)Islocatedat111119thStreetNW.Ste800,Washington,DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job flame: Flores Residence Truss ID: 12 Qty: 4 BRIG X -LOC REACT SIZE REQ'D TC 2x4 DFL M1 Platingg�sppeec • ANSI/TPI1995 UPLIFT REACTION(5) 1 0- 1-12 155 3.50 1.50" 2 1-]1- 0 50 1.50" 1.50 &C 2x4 DFL 91 PLATE VALUES PF,R ICBO RESEARCH REPORT #1607. interior being locations. THIS DESIM IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -29 lb , Suport 2 -22 lb 3 1-11- 4 22 1.50" 1.50" �� all Install interior su rt(s) before erection. 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 REQUIREMENTS shown are based ONLY Shim bearings (if needed) for req. support. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes Importance Factor . 1.00 on the truss material at each bearing MAX DEFLECTION (span) : PLATING BASED ON GREEN LASER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY NAERS). Truss Location a Not End Zone Hurricane/Ocean Line - No ECategory C L/999 MEM 3-4 (LIVE) LC 1 L= 0.00' D= 0.00" T= 0.00" ® TRUSS 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 wrause the moisture content of the wood to exceed 19% endlor cause connector plate corrosion. Fabricate, handle, Install Bldg Length - 69.33 ft Bldg%th 44.00 ft Mean roof height - 10.42 ft, mph 7S UBC Standard Occupancy, Dead Load - 13.2 psf CRITICAL MEMBER FOO)RCES:TC SnowDu r L=1.15 P=1.15 Rep Mb r Bnd /Comp /Tenswill - and brace this truss In accordance with the following standards: 'JoInt and Cutting Detail Reports' available as output from Tr swal software, COMP- TEI(((( 33 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 1-2 ll 1.60 / lit 1.25 0 03 1 2 -17 11..25)/ BC Dead 8.00 psf O.C.Spacing 2- 0- 0 2(11.60) 0.001 (SCSI 1-03) and SM SUMMARY SHEETS' by ATC.A and TPI. The Truss Plate Institute (TPI) is located at 583 Donofrio Drive, Madison, Wsconsin 53719. 'Me Arnerican Forest and Paper Association (AFPA) Is located at 1111 1 ah Street, NW, Ste 800, Washington, DC 20038. Bldg Code: UBC -97 TERS.((DUR20(.3 CSI BC CU1P. (-4 ' 0(DUR.3/ 4-0 0(0.90)% 1.60) 0.00 ' 1 2 5r 00 U:-29 I 1-0-0 I 2-0-0 3 41 62 W:108 1-1-13 R'50 U:-22 1-6-11 SHIP 63 W:108 R:22 U: I- I Totes a false frame latunless to a , s Bi as gs 'f>bwr�a e VVMX Shin g2bpe stud sites to�avoid )bv d wRh Structural lateror%S'.). WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an individual building component not mss system f has been based on spectOcations prodded by the component manufacturer W0: Dri ve_T_0150206_L0000 S_J 00001 ® and done In accordance with the current vers ons of TPI and AFPA design standards. No responsibility is assumed W dimensional accuracy. Dimensions n re Ds MB g #LC = 15 WT: 10# are to be verified by me component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that mloads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD i°dimd 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 A laterally braced by the roof or moor sheathing end the bottom chord is laterally traced by a dgid sheathing material directly attached, unless otherwise ® TRUSS 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 wrause the moisture content of the wood to exceed 19% endlor cause connector plate corrosion. Fabricate, handle, Install TC Snow TC Dead 0.00 psf 14.00 psf SnowDu r L=1.15 P=1.15 Rep Mb r Bnd /Comp /Tenswill 4445 Northpark Dr. and brace this truss In accordance with the following standards: 'JoInt and Cutting Detail Reports' available as output from Tr swal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPIV, VVrCAV-WoodTrussCouncilofAmericaStandardDesignResponsibilities,euaDINGCOMPONENTSAFMYINFORYAnohr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: Ti (SCSI 1-03) and SM SUMMARY SHEETS' by ATC.A and TPI. The Truss Plate Institute (TPI) is located at 583 Donofrio Drive, Madison, Wsconsin 53719. 'Me Arnerican Forest and Paper Association (AFPA) Is located at 1111 1 ah Street, NW, Ste 800, Washington, DC 20038. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 J6b Name: Flores Residence Truss ID: 14 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2.4 DFL #1• BC 2x4 DFL #1 Platingg�sc • ANSIZM 1995 UPLIFT REACTIONS) • 1 0- 1-12 189 3.50" 1.S0:: 2 3-11- 0 93 1.50 1.50 PLATE VALUES PER ICBG RESEARCH REPORT.#1607. THIS DESIpeIS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -30 lb Support 2 -45 lb 3 1-31- 4 64 1.50�� 1.50,, BRG REQUIREMENTS Mark all interior bearin locations. Install interior supports before erection. IF RANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5•• HANGER NAILS FOR Support 3 -20 lb This truss is designed using the shown are based ONLY on the truss bearing PLATING BASED ON GREEN L ER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5•• GUN MAILS ARE USED THE gg� 97 Code. Bldg Enclosed Yes, Inportince Factor 1.00 material at each MAX DEFLECTION (span) ® TRUSS HANGERS MUST BE RE-EVALUATED (BY OTHERS). . a Truss Location . Not End Zone L/999 MEM 3-4 (CNE) LC 1 4445 Northpark Dr. and brace this truss in aaordwioe with the following standards: vent and caning Detail Reports• available as output from Traswel software, Hurricane/Ocean Line - No E> Catego - C L= 0.00• D= 0.00" T= 0.00" CRITICAL MEMB(((ER FORCES: Colo Springs, CO 80907 'ANSV71PIi',WTCAi-- Wood Truss Council ofarericaStandard Design Responsibilities, SUILDINGCOMPONENT SAFETY WORMATION- BMlean Lrooftheigght9 10.42 ft, �hth0 5 ft URC Standard Occupanty, Dead Load . 13.2 psf (((( 33 1-2 42(1.25)/ 34 1.25) 0.12 1 2 -42 11U.25)/ '34 TRUSPLUS 6.0 VER: T6.5.0 • . 11/60) 0.002 wisconsin53719. The AmedeanForest and Paper Association (AFPA) is located of 11111Bth Street, NW, Ste 800,V&shlgton,Oc2oo36. Bldg Code: UBC -97 'O(1 3B4 6U3% 61(11%U 0613I 4-0 0(1.60 / 0(((1.25 0.00 - 1 2 5.00 U: -3O U:-20 1-0-0 1 1-11-12 2-0-0 3 4l EZ17 B2 W:108 R:93 LIA5 2-4-11 1-1-15 SHIP 1 WAK/V/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: ]uan Flores This design is for an Individual building component not truss system It has been based on specftadons provided by the component manufacturer WO: DriveT01502061-00005100001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assented for dimensional accuracy. Dimensions Ds n r : MB #LC = 17 WT: 13# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mut ascertain that the loads g TC Live 16.00 psf Li veDu r L=1.25 P=1.2 5 HOMEl�I/OOD utilized on this design meet or exceed the loading imposed by the brat building code and the particular application. The design assumes that the top Word H laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material direly attached, unless otherwise Bracing Is for lateral TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown support of components members only to reduce budding length. This component shall not be plead in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle, Install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss in aaordwioe with the following standards: vent and caning Detail Reports• available as output from Traswel software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSV71PIi',WTCAi-- Wood Truss Council ofarericaStandard Design Responsibilities, SUILDINGCOMPONENT SAFETY WORMATION- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and'BCSI SUMMARY SHEETS• by WTGA and TPI. The Truss Plate Institute (TPD is located at 583 D'Onofrlo Drive, Madison, wisconsin53719. The AmedeanForest and Paper Association (AFPA) is located of 11111Bth Street, NW, Ste 800,V&shlgton,Oc2oo36. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: Flores Residence Truss ID: 16 Qty: 4 BRG X_ LOC REACT SIZE REQ'D TC 2x4 DFL #1 Platingg sgeec - ANSI/TPI 1995 UPLIFT REACTIONS) 1 0- 1-12 189 3.50 1.50" BC 2x4 DFL #1 THIS DESI IS THE COMPOSITE RESULT OF Support 1 -15 lb 2 5-11- 0 138 1.50�� 1.50" ATE VAL�IES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Support 2 -68 lb 3 1-11- 4 140 1.50" 1.50" BRG REQUIREMENTS based Mark all interior bearin locations. Install interior supports before erection. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE KED ON 1.5" HANGER NAILS FOR Support 3 60 lb This truss is designed using the shown are ONLY on the truss material at each bearing MAX DEFLECTION (span) : RATING BASED ON GREEN L ER VALUES. 1 -PLY AND 3' IWNGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY NAERS). URC -97 Code. Bldg Enclosed - Yes I portance Factor - 1.00 Truss Location - Noi End Zone L/999 MEM 3-4 (LIVE) LC 1 L= 0.00" D= 0.00" T= -0.01" 4445 Northpark Or. and brace this buss in accordance with the following standards: 'Joint and Coding Detail Repor& available as output from Trus al software. Hurricane/Ocean Line - No MCategory � C Bldg Len th-gh69.33 ftBldg dth - 44.00 ft CRITICAL MDE(ER ORD: Colo Springs, CO 907 80 'ANSVTPI 1', NVIrA V- Wood Truss Council of Aunerica Standard Design Responsibilities. 13UILDING CONIPONENT SAFIETY INFORMATION UBCC Staan anndardiOccupancy,bDead�lo�ad m 13 2 psf (( 3 1-2 ]1 1.2533/ 52 1.2533 0.27 .71(11..25)/ TRUSPLUS 6.0 VER: T6.5.0 (SM 1-03) and WZ SLIWAARV S EETV by VVrcA and TPI. The Thus Rate Institute (TPI) Is located at W3 D'DrroPrio Drive, Madison, . 2 0 2(11.60) 0.00 VAsconsinS1719. The American Forest and Paper Association KPA) Is located at III I Ift street, NW, Ste 800. Washington. DC 2DO38. Bldg Code: UBC -97 DEFL RATIO L/240 TC: L/18 3-4 0 1.25 / 94 1.60 0.31 4 0 O(1u60)/O(11U.25) 0.001 1 2 5� U:-15 U:-60 1-0-0 r 3-11-12 2-0-0 3 40 20 �a uNess sh4 -Z'b ,ye"(1ho� Lve' iB p eS 8fe pOShc 8S S V8. B2 W:108 R:138 U:-68 T 3-2-11 SHIP 1-1I-15 1 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an IndNldual building component not truss system H has been based on specifications provided by the component manufacturer WO: Dri ve_T_0150206-L00005-)00001 ® and done in aoca dance with the cement versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn MB #LC 17 WT: 17# are to be verified by the component manufacturer and/or building designer prior to fabrication. The Wilding designer must ascertain that the loads r : = HOMEbI/OOD utilized on this design meet or exceed the baling Imposed by the local Wilding code and the pantalar application. The design assumes mat the top Mom Is laterally braced by the roof or floor sheathing and the bottom Mord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 16.00 psf Li veDu r L=1.2 5 P=1.25 Bracing Is TC Snow 0.00 psf SnIDWDu r L=1.15 P=1.15 ® TRUSS noted. shown euce for lateral support of components members only to redbuckling length. This component shah not be placed in any enNmnrremthatwillcausethemoisturecontentofthewoodtoexceed19%and/orcauseconnectorplatecorrosion. Fabricate, handle, install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Or. and brace this buss in accordance with the following standards: 'Joint and Coding Detail Repor& available as output from Trus al software. BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 907 80 'ANSVTPI 1', NVIrA V- Wood Truss Council of Aunerica Standard Design Responsibilities. 13UILDING CONIPONENT SAFIETY INFORMATION BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SM 1-03) and WZ SLIWAARV S EETV by VVrcA and TPI. The Thus Rate Institute (TPI) Is located at W3 D'DrroPrio Drive, Madison, VAsconsinS1719. The American Forest and Paper Association KPA) Is located at III I Ift street, NW, Ste 800. Washington. DC 2DO38. Bldg Code: UBC -97 DEFL RATIO L/240 TC: L/18 Job Name: Flores Residence Truss ID: J2 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 �[PM]-PLATE MONITOR USED -See Joint Report-- UPLIFT REACTION(S) 1 1- 7-12 687 3.50 1.50 2x4 DFL #I WEB 2x4 DFL STANDARD Plating spec • ANSI/TPI 1995 THIS Support 1 -401 lb 2 1-11- 0 367 1.50" 1.50" 3 1-11- 4 42 1.50" 1.50" Limber shear al lowables are per NDS. PLATE VALUES PER DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 2 -412 lb This truss is designed using the BRG REQUIREMENTS shown are based ONLY ICBO RESEAROI REPORT #1607. Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS ORAYQNG, THEY ARE BASED ON 1.5" HANGER NAILS FOR 97 Code. Bldg Enclosed . Yes, Importance Factor . 1.W on the truss material at each bearing Install interior supports before erection. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Truss Location . Not End Zone MAX DEFLECTION (span) - Shim bearings (if needed) or req. support. PLATING BASED ON GREEN L11!8ER VALUES. GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OT(IERS). Hurricane/Ocean Line . No Legory C Bldg Len th . 69.33 ft Bidg Width . 4400 ft (LIVE) L/999 MEM 5-6 LIVE LC ]1 L= -0.03'• D= -0.01" T= -0.04" Left Overhangt[s are not to be removed. OVERHANGS) 'ANSVrPI 1'. vVrrA V- Wood Truss Council ofArnedca Standard Design Responsibilities, BUILDING COMPONENIT SAFETYINFORMAnorr- Mean root height . 11.67 ft, mph 75 MAX DEFLECTION (cant) NIA B€ SIWRIENED UP TO 3" MAX.! Left Overhang Soffit loading . 0.0 psf V -SI 1-03) and SCSI SUMMARY SFEETS by WMA and TPI. The Truss Plate Institute (TPI) is localed at W3 C Onofrio Drive. Madison, UBC Standard Occupancy, Dead Load . 13.2 psf - L/832 MEM 4-5 (LIVE) LC 22 Wsmnsin53719. The American Forest and Paper Association (AFPA) Is located at I 111 19th Street, NW. Ste 800. Washington, DC 2DD36. Bldg Code: UBC -97 L= -0.02' D= -0.01" T= -0.04" CRITICAL PDBER FORCES: TC CO•Q'. (((WR.)))/ TENS. (((WR. CSI 1 0(1.60)/ 23(1.25 0.06 1- - 1-2 36 1.60 / 37 1.25 0.21 2-3 166 1.25 / 141 1.60 0.21 3-0 -1 1.25 / 1 1.60 0.00 BC OOMP.(WR.)/ TENS.(WR.) CSI 4-5 0(1.25)/ 47(1.603 0.21' 5-6 % 47(1.60 0.00 , 2M5 C �(1W.25)/ 4S. fflt. 0.13 SII 3 5� 8-0-0 1 4 5 6 T3 T 1 , 6-1, SHIP 133 W.,108 R:42 U: , 207 it. WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an individual building component not truss system it has been Dosed on specifications provided by the comp(nerd manufacturer WID: Dri ve_T_0150206_L00005 100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimenslonrs Dsgn r MB #LC 22 WT: 21# are to be verified by the or mponem manufacturer and/or building designer prior to fabrication. The building designer nest ascertain that the bads : = HOMEI�/OOD uti'md on xc this design meet or exceed the loading Inposed by the local building code and the particular application. The design assumes that the top chord Is Iatemlly, braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 Bracing Is for lateral TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown suppon of components members only to reduce Welding length. This mnponent shell not be placed in any envinnirrient M vAn cause the moisture content of the wood to toceed 19% andtor muse connector plate corrosion. Fabricate. handle. Install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this in= In accordance wlih the following standards: dant and cutting Detail Reports' avallabie as output from Trusval software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVrPI 1'. vVrrA V- Wood Truss Council ofArnedca Standard Design Responsibilities, BUILDING COMPONENIT SAFETYINFORMAnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 V -SI 1-03) and SCSI SUMMARY SFEETS by WMA and TPI. The Truss Plate Institute (TPI) is localed at W3 C Onofrio Drive. Madison, Wsmnsin53719. The American Forest and Paper Association (AFPA) Is located at I 111 19th Street, NW. Ste 800. Washington, DC 2DD36. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: J4 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 -[PMI-PLATE MONITOR USED -See Joint Report• UPLIFT REACTION(S) - 1 1- 7-12 373 3.50" 1. SO" BC 2x4 DFL #1 Platingy sppeec • ANSI/TPI - 1995 Support 1 -63 lb 2 3-11- 0 71 1. SO" 1.50" ' WEB 2x4 DFL STANDARD PL HTE VALUES PER ICBG RESFARCFI REPORT #1607. THIS DESICN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 2 -55 lb This is designed 3 7-31- 4 43 1.50" 1. SO" BRG REQUIREMENTS based ONLY Mark all interior bearing locations. interior - IF HANGERS ARE INDICATED ON THIS ORAWING, truss using the UgC-97 Code. sham are on the truss material at each bearin 9 Install support before erection. Shim bearings ((if needed� for req. support. PLATING BASED 11N GREEN THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY el dg Enclosed - Yes, Lrportance Factor - 1.00 Truss Location -Not End Zone MAX DEFLECTION (span) : L/999 MEM 5-6 (2" LC ll LUMBER VALUES. Left Overhang`(s) are not to be removed. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAERs). Hurricane/Ocean Line - No Exp_Category - C Bldg Len th - 69.33 ft Bldg Widdth - 44..00 ft L= -0.03" D= -0.02" T= -0.05" pdERHANG(S) IMY BE SHORTENED UP TO 3" MAR.I Left Overhang Soffit loading - 0.0 psf - Mean roo height - 11.67 ft, mph - 75 UBC standard Occupancy, Dead Load - 13.2 psf. MAX DEFLECTION (cant) - TC Dead 14.00 psf L/756 MEM 4-5 (LIVE) LC 26 4445 Northpark Dr. and brace this truss In accordance with the following standards: 'Joint and cutting Detail Reports available as output from Troswal software, BC Live L= -0.03" D= -0.01" T= -0.04" 1.15 / 1.00 / 1.00 Colo Springs, CO 907 80 'ANSWwrc^1'-Wood Truss Council ofAmerica Standard Design Responsibilities, WILDING COMPONENT SAFETY INFORMATION - CRITICAL MEMBER FORCES: 8.00 psf O.C.Spacing 2- 0- 0 TRU S PLU S 6.0 VER: T6.5.0 TC COMP. WR. / TENS. WR. CSI OL- 1 0 1.60 / 23 1.25 0.06 Paper Association (AFPA)islocated at111119th Street. NW. Ste eoo,Washington, Dc20036. Bldg Code: " 1-2 -68 1.60 / 38 1.25 0.22 2-3 -46 1.25 / 26 1.33 0.21 3-0 -1 1.25 / 1 1.60 0.00 _ BC CQ•�P.( it )/ TENS. (WR.) CSI 4-5 0(1.25)/ x(1.603 0.22 5:6 0 80((1.60)) - 0.00 - "2ks O MMP9 DU1.25)% TENS] (( ))� 1llt.) 0 03 1 2 3 T 5.00 1-11-13 2 4JB1 W:108 R: R:71 U:-55 1-11-13 T 2-4-11 2.5-4 171 I SHIP 0-3 15 1 -3 QES$1 W:1 W 108 1 6-0 U:-63 U: 8-0-0 � 4 5 6 C rc 113tes and false fra�me� a�tes ark e Aial ore s �lhawr�a e Sh f�p�bQe stud aces to 99.Pd)bve9r HI with sWc� el lades a s le . 2/6/2006 WARNINGRead aff notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design Is for an Individual building component not truss system it has been based on specifications provided by the component manufacturer W0: Drive -T -0150206 -L00005 -J00001 ® and done in aoomdance wfth the anent versions of TPI and AFPA design standards. No responsibility is assumed for dimenslonal accuracy. Dimensions Dsgn MB #LC 28 WT: 25# are to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer rtxst ascertain that the bads r : = TC Live 16.00 psf Li veDu r L=1.25 P=1.25 uUlimd on Nme is design et or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord HOMEWOOD Is laterally braced by the roof or Hoon sheathing and the bottommad Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow . 000 psf p SnoWDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown is for lateral support of otoWnends members only to reduce budding length. This component shag not be placed in any envimmemt that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, hardie, install TC Dead 14.00 psf Rep Mbr Bind / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards: 'Joint and cutting Detail Reports available as output from Troswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 907 80 'ANSWwrc^1'-Wood Truss Council ofAmerica Standard Design Responsibilities, WILDING COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRU S PLU S 6.0 VER: T6.5.0 (BCSIl nst-W) )and SCSI SUMMARY SHEETS' by WfC:A and TPI The Truss Rate Institute (TPI) is located at 583 VOn ofrb OrW, Madison. Paper Association (AFPA)islocated at111119th Street. NW. Ste eoo,Washington, Dc20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: J6 Qty: 4' BRG X -LOC REAR SIZE REQ'D TC 2x4 DFL #1 ••[FMI-PLATE MONITOR USED -See Joint Report•• [K UPLIFT REACTION(S) 1 1- 7-12 411 3.50 1.50 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD P, • ANSI/TPI - 1995 THIS DESI(7J IS THE CKWOSITE RESULT OF Support 1 -51 lb 2 5-11- 0 123 1.50" 1.50" 3 7-11- 4 49 1.50" 1.50" PLATE VALUES PER ICBG RESEARCH REPORT 01607. MULTIPLE LOAD CASES. Su port 2 -52 lb This �russ is designed using the BRG REQUIREMENTS shown are based ONLY Mark all interior bearing locations. Install interior support`s) before erection. IF HANGERS ARE INDICATED ON THIS DRAWING THEY ARE BASED ON 1.5" HANGER NAILS FOR UgC 97 Cade. Bldg Enclosed a Yes, Importance Factor - 1.00 on the truss material at each bearing Shim bearings (if needed) for req. support. PLATING RASED ON GREEN 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Truss Location . Not End Zone 'Hurrri MAX DEFLECTION (s an) : L/999 MEM S-6 ( NE) LC ]1 LUMBER VALUES. Left Overhangtts are not to be removed. GIRDERS. IF 2.5" WN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY 6NERS). cane/Ocean Line No Exp_Category C BldgLength 69.33 ft 61d Width - 44.00 ft L= -0.04" D= -0.02" T= -0.06" - OVERHANG(S) tAnZ BE SHORTENED UP TO 3" MAX.! Left Overhang Soffit loading . 0.0 psf 'ANSVTP11',VVrCAV-vwodTruss Council ofAmerkaStandard Design Respons!bilties,'BUILD!NGCOMPONENT SAFETY INFORMATION - Mean roof height - 11.67 ft, aph - 75 UBC Standard Occupancy, Dead Load = 13.2 psf MAX DEFLECTION (cant) : TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SCSI SUMMARY SHEETS by 1MC'A and TPI. The Truss Rate Institute (TPD Is located at 583 CrOnofrio Odwe, Madison, L/365 MEM 4-5 (LIVE) LC 11 Wsconsin53719. The Ainerican Forest and Paper Association (AFFA) Is located at 11111 9th Street. NW, Ste 800, %ftshington, DC 20036. Bldg Code: UBC -97 L= 0.05" D= 0.00" T= 0.05" CRITICAL MEHBER FORCES: TC CONP. WR. / TENS.fl. CSIOL- 1 0 1.60 / 235 0.061-2 -104 1.60 /455 0.262-3 -62 1.25 / 463 0.253-0 -1(((1.25))3/ 1(((033 O.W 'O(D1U60)% 4-5 - 113(11U�W0) 0.6216_0 2W5 '7(D� R. 35 �6(1 R.) 0CSII fl 2 r5._00 .47 U:-51 100 8-0-0 � 4 5 6 2-9-13 3-2-11 SHIP 133 W:108 R:49 U: VVHKIVIIV VRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an individual building component not truss system it has been based on spetllirations provldrd by the component manufacturer WD: Dri ve_T_0150206_L00005 100001 ® and done in accordance with the mnent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r MB #LC 28 WT: 29# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer const ascertain that the loads : = TC Live 16.00 psf Li veDu r L=1.2 5 P=1.25 HOMEWOOD 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 Ls laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by a rigid sh ur bixg material directly attached, unless otherwise Wed. Bracing is for lateral TC 5now 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS shown support of components members only to reduce budding length. This component shall not be placed In any enAmnm ntthatwillmusethemoisturecontentofthewoodtoexceed19%and/orcauseconnectorplatecorrosion. Fadfmte,handle,hWall TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards. -Joint and Crmbg Detail Reports• available as output from Tnuswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTP11',VVrCAV-vwodTruss Council ofAmerkaStandard Design Respons!bilties,'BUILD!NGCOMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SCSI SUMMARY SHEETS by 1MC'A and TPI. The Truss Rate Institute (TPD Is located at 583 CrOnofrio Odwe, Madison, Wsconsin53719. The Ainerican Forest and Paper Association (AFFA) Is located at 11111 9th Street. NW, Ste 800, %ftshington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 t� WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design isfor an individual building component not truss system H has been be on specifications provided by the con ponem manufacturer WO: Dri ve_T_0150206_L00005 J 00001 1' Dsgn r : MB #LC = 2 3 Wf : 33# are to be vedfled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Job Name: Flores Residence Truss ID: A Qty: 3 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 ••[PM].PFATE MONITOR USED -See loins Report" UPLIFT REACTION(S) 1 1- 7-12 460 3.50" 1.50:: BC 2x4 DFL #1 Platingg�sppeec • ANSI/TPI - 1995 Support 1 -59 lb 2 7-11- 0 173 1.50 1.50 3 7-11- 4 67 1.50�� 1.50�� WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS OESICN IS THE �OSITE RESULT OF MULTIPLE LOAD CASES. Support 2 -81 lb This truss is designed using the BRG REQUIREMENTS sham are based ONLY Loaded for 10 PSF non -concurrent 8CLL. Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BATED ON 1.S" HANGER NAILS FOR - UE -97 Code. Bldg Enclosed . Yes Importance Factor - 1.00 on the truss material at each bearing Install interior support(5 before erection. bearings fif 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Truss Location . Not End Zone MAX DEFLECTION (s an) : Shim neededWr req. support. PLATING BASED ON GREEN L ER VALUES. GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY HERS). Hurricane/Ocean Line . No Ex Category . C Bldg Length - 69.33 ft 81dg dth . 44.00 ft L/999 MEM 5-6 (LIVE) LC 22 L= -0.05" D= -0.05" T= -0.09" Left Overhang`(s)) are not to be removed. OVERHANG(5) MAV BE SHORTENED UP TO 3" MAXA Mean root height - ll. �7 ft, mph . 75 UBC Standard Occupancy, Dead Load . 13.2 psf MAX DEFLECTION (cant) : Left Overhang Soffit loading . 0.0 psf _ L/303 MEM 4-5 (LIVE) LC 22 L= 0.07" D= 0.02' T= 0.08" CRITICAL MEMBER FORCES: TC COKP. WR. / TENS. WR. CSI OL- 1 0 1.33 / 23 1.25 0.06 1-2 -148 1.60 / 66 1.25 0.38 2-3 -85 1.25 / 63 1.25 0.41 - 3-0 -1((((1.25))))/ 1(((1.6033 O.W 'O(1u60)/ 4-S 0 1.60 / 145 1.60 0.17 S 6 145(11.60) 0.20 6-0 0.W (( ))/ (( )) 6 Th17S7(O�U.601 -i- '392(D1U. 2t S)% 0.06 I= 1 2 5 00 3 U: -ba 1-0-0 �� 8-0-0 4 5 6 B2 W:108 R:173 U:-81 3-7-13 4-0-11 SHIP - - i B3 W.108 R:67 U: H 0. 2 J n , 2 0, Vltv. III 2/6/2006 WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design isfor an individual building component not truss system H has been be on specifications provided by the con ponem manufacturer WO: Dri ve_T_0150206_L00005 J 00001 and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : MB #LC = 2 3 Wf : 33# are to be vedfled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 HOMEWOOD 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 cidN is laterally braced by the roof or floor sheathing and the bottom fiord is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any environment that will rause the moisture content of the wood to exceed 19% andfor cause connector pate corrosion. Fabricate, handle. Install TC Dead 14.00 sf P Mbr Re P Bnd /Comp /Tens 4445 Northpark Dr. and brace this suss in accordance with the following standards:'Joint and cutting oetae Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVIPI I '. NVTCA V- Wood Truss Council of America Standard Design Responsibilifles, 'BUILOING COMPONEW SAFETY INFORMATION- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SCSI 1-03) and SCSI SUMMARY SFEET V by WFCA and TPI. The Trus Plate Institute (TPI) Is located at 583 D'Onohto Drive, Madison, Wseonsin53719. The American Forest and Paper Assodanon(AFPA)Islocated m11i11ethSaeeLNW, Ste 800,Washington, DC2Do36. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 y_ r libbrName: Flores Residence Truss ID: J10 QW: 1 BRG X -LOC REACT SIZE REQ'D 1 1- 7-12 438 3.50" 1.50' 2 8- 0-12 380 1.50 1.50" 3 9-11- 0 25 1.50 1.50" 4 7-11- 4 66 1.50" 1.50" BRIG REQUIREMENTS sham are based ONLY on the truss material at each bearing MAX DEFLECTION (s an) : L/999 MEM 5-6 (LIVE) LC 29 L= -0.04' D= -0.04" T= -0.08" MAX DEFLECTION (cant) : L/338 MEM 4-5 (LIVE) LC 12 L= 0.06' D= 0.01' T= 0.06" CRITICAL MEMBER FORCES: TC COMP.(((DUR.)))/ TENS. (((WR.))) CSI OL- 1 - 7S 1.33)/ 23(1.25 0.06 1-2 ll5 1.60 / S7}51.25 0.33 2-3 113 1.60 / 79 1.25 0.37 3-0 62 1.25 / 1(1 1.60 0.36 0-0 1 1.25 / 1 1.60 0.00 BC COAD. WR. / TENS. (OUR.) CSI 4-5 0 1.60 / 178(1.603 0.19 6 6 0((1.60)) 178(((1.60)) 0:19 2W5 '1(D1U25 139(D1U60) 0.04 4 TC 2x4 DFL #1 WEB 2x4 DF STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BOLL. Mark all interior bearin locations. Install interior suppppoort s before erection. PLATING BASED ON OtEEN L ER VALUES. Left Overhangs are not to be removed. OVERHANG(S) BE SHORTENED UP TO 3" MAX.! Left Overhang Soffit loading - 0.0 psf �CPMJ g=gP�LAApTTeE �O USED- eeeSloint Report— THIS DESIQi IS THE G:MPOSITE 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" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). ILS I- 1-11-12 � 8-0-0 4 5 6 ClfCletl ID12teS�8�falSe ifertlB� fatPS af0 D OVER 4 SUPPORTS B3 W:108 R:25 U:-82 r-15 4-10-11 SHIP UPLIFT REACTION(S) Support 1 28 lb Supppoorrtt 3 82 lb This truss is designed using the UBC -97 Code. Bldg Enclosed - Yes, Inportance Factor . 1.00 Truss Location - Not End Zonean Line - NoFeHurr� ry PBllan'Lroof he- 69.3311 G78ftg Wi5% XDOC ft UBC Standard Occupancy, Dead Load - 13.2 psf WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an Individual wining mnponem not truss system It has been based on specifications panAded by the component manufacturer W0: Dri ve_T_0150206_L00005_J 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsg n r : MB #LC = 29 WT: 37# are to be verified by the cemporrem manufacturer andlor wilding designer prior to fabrication. The wilding designer mrst ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD utilized on this design meet or e=eed the loading Unposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or Boor sheathing and the bottom tlrord Is laterally braced by a rigid sheathing material directly attached. unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any enwironmerdthatwillcausethemofsturecontentofthewoodtoexoeed19%andlorcauseconnectorplatecorosion. Fabdeale,hardle,install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brew this truss in accordance with the tol owing standards: %loin and Cutting Detail Repods available as output from Treswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSUTP! I ', WTCA 1 - - Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETYINFORMATlorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSI 1-03) and SCSI SUMMARY SMEE M by YWCA and TPI. The Truss Plate Institute (TPI) is located at 583 OOnofrio Drive, Madison, V!Asaonsin53719. The American Forest and Paper Association (AFPA)Islocated E!111119th Street. NW. Ste 800,Washington, DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Flores Residence Truss ID: SP4 Qty: 6 BRG X -LOC REACT SIZE REQ'D., TC 2x4 DFL #1 - •`[PMI -PLATE MONITOR USED -See ]Dint Report`• Building Designer shall provide adequate 1 0- 0-12 355 1.50" 14_.95 BC 2x4 DFL #1 Platingg spec : ANSI/TPI - 1995 bearing area and anchorage. 2 0- 2-12 513 1.50 1.50 WEB 2x4 DFL STANDARD THIS DESI IS THE COMPOSITE RESULT OF ... .BEARING AREA REQUIRED........... IU 3 2-11-]1 17 1.50" 1.50" PLATE VALUES PER ICBG RESEARCH REPORT #1607. Mark all interior bearingg locations. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, 9r•q Size Min Size -or- Min Area - 1 0- 1- 8 0- 4-15 7.4sgin 4 3- 1-11 51 1.50" �. 4:95" . BRG REQUIREMENTS Install interior suppgrtts) before erection. Drainage be THEY ARE BASED ON 1.5" HANGER NAILS FOR 4 0- 1- 8 0- 4-15 7.4sgin shown are based ONLY on the truss material at each bearing mist provideqeedd to avoid ponding. Pepr�ent roiaiion%iopplinq� See o66I 103 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY QRS UPLIFT REACTION(S) Support 2 lb MAX DEFLECTION (span) and ANSI/TPI 1. MUSTBEREaINEI/ALIIAiTEDBVSEOTDiIERTMS). PLATING BASED ON GREEN LUMBER VALUES. -]Ai Support .3 -161 lb EX.WB DEF CRITERIA:L/120 This truss is designed using the End verticals are designed for axial loadsSupport 4 -473 lb IN MEM 3- 1; T= 0.00" UBC -97 Code. only unless noted otherwise. -- -----LOAD CASE #1 DESIGN LOADS ------------ CRITICAL MEMBER FORCES: Bldg Enclosed a Yes Iaportmce Factor - 1.00 - Truss Location Not End Zone Extensions above or below the truss profile Dir L. PIf L. Loc R.PIf R. Loc LL/TL TC COMP.(WR.)/ TENS.(WR.) CSI 1-2 -87(1.60)/ 81(1.60) 0.13 - Hurricane/Ocean Line - No E Catego - C ry45.00 ft Bldg Lengtth a 54.50 ft Bidq dth (if an) have been designed for loads indicated only. Horizontal loads applied at have TC Vert 60.00 0- 0- 0 60.00 3- 2- 7 0.53 BC Vert 16.W 0- 5- 8 16.00 2- 8-15 0.W BC COMP.(WR. / TENS.(WR. CSI a Mean roo height - 10. 3 ft, nph - 75 UBC Occupancy, Dead Load ]2.0 the end of the extensions not been considered unless sham. A drop -leg to an T pe... lbs %. Loc LVOM tt ert 396.0 0- 2-12 1.00 3-4 -28(1.60)/ 32(1.60) 0.05 Standard psf Vertical meters exposed to wind: 3- 1, 4- 2 otherwise unsupported wall may create a hinge effect that requires additional design TC Vert -396.0 2-11- 7 1.00 BC Vert 396.0 0- 2-12 . 1.00 OMP. WR. / TENS. WR. CSI y8 '119.1'12 - consideration (by others). BC Vert -396.0 2-11- 7 1.00 1-3 119 1.25 / 60 1.60 0.07 2-3 -64 1.60 / 64 1.60 0.02 4-2 -197 1.25 / 40 1.60 0.06 TRUSS MAY BE INSTALLED AT 90 DEGREES TO WHAT IS SHOWN. ALL THE APPLIED LOADS WILL ALSO BE .. ROTATED 90 DEGREES . OA0 1 390% 1-10• 1/2" GAP M 0A0 2 3964 OVER 4 SUPPORTS I 108 3 2007 4 l es ase Circe l idt ar�T t es are�20 unless shQ, "18"(1 "HY16. .) pr '9v1 20 �) pp�dl Jo nt D es' es, HI as s ve. htit� ble st ales to av td bVen tsnrcttual es ars le . 2/6/2006 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Juan Flores This design is for an Individual building component not buss system It has been based on specifications provided by the component manufacturer W0: Dri ve_T_0150206_L00005_J 00001 ® and done In accordance with the current wee of TPI and AFPA design standards. No responsibility is assumed for dlnwn&tnal acammcy. Dimensions Ds n r : MB #LC = 18 WT: 2]# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mat ascertain that the loads g TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEl�I/OOD utilized on this design meet or exceed the Wading Imposed by the local building code and the particular application. The design assumes that the lop 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 Bracing is for lateral to buckling length. This TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown support of components menders only reduce oomponent shall no be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. and brace this teas In accordance with the following standards: •lam and Curing Detail Reports• available as output from Tnuswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 ANSUTPl1','carr^1'-vtaaaTam Council of America Standard Design Responsibillues, BUILDING COMPONENT SAFETY IW<WMAnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SCSI 1-03) and SCSI SUkOJIA12Y SHEETS by WTC:A and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onoldo Drive, Madison, %Mscorain63719. The American Forest and Paper Association (AFPA) Is located at I I I I l9th Street. NW, Ste BOO, Villashingtm. DC 20038. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 KEY & ASSOCIATES CIVIL ENGINEERS ~ 1646 POOLE BOULEVARD • YUBA CITY, CA 95993 (530) 674-1565 • FAX (530) 674-3528 PROJECT S6) 6YJ1: FLOC BY DATE CHECK s1= DATE SHEET OF 31,f\?,bxx xv 6A��w wi�{� 75 MPS g - - Jul- 12 2 06 L04K Z��o 6-15 '' i.�1�x 14c5k1r3x �r0 z<<3 (5_z C13 - C18842 • Exp.6/30/07 z w1.9-, 31. 5X 21 a CIVIL CALIf n <7'0I L R401=vLE 9L A)6F i��,ZbY,Ivb 1460 t;ruS 2 x ?LK t S _ l X07 f r- r5�5 45 r_� - _,-- -, t25��.Z�4_ _ �4�r= -70X2015 =�ia LWKEY & ASSOCIATES CIVIL ENGINEERS 1646 POOLE BOULEVARD • YUBA CITY, CA 95993 (530) 674-1565 • FAX (530) 674-3528 PROJECT 20- / RR BYDATE CHECK DATE SHEET Z OF ST.051 -'7 cz+ 14-tG- z 455 17 41117 x 78 r�7 Q,ZpFESS/04'9 Ro - H C18842 m 4 2�0 � � z l� b Lo Exp. 6130107 E OF CA\\F KEY & ASSOCIATES CIVIL ENGINEERS 1646 POOLE BOULEVARD • YUBA CITY, CA 95993 (530) 674-1565 • FAX (530) 674-3528 PROJECT —5a C J 3 BY,(�C.�c..j DATE CHECK DATE SHEET 3 OF ✓� . 4� 264 P� S�vl� - _ b-iw tj 7-4 usc(;3r t� u l -557-a za A-8 34 PA4J a _ .. 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(Z;Z�o -3¢0 �Z 4�� (1scF 4Pe3x20= 2$0' _ WA -LL sib r. 6A- &vn 2 ,c!.5 KEY & ASSOCIATES CIVIL ENGINEERS 1646 POOLE BOULEVARD • YUBA CITY, CA 95993 (530) 674-1565 • FAX (530) 674-3528 PROJECT BY &AV DATE S/2' CHECK DATE SHEET 'I OF �� 25Sx 2U�(�. �7 577 K� � X'v � l �� ( LJOLL 4,,6705,K9 . . 1". - 7_� 44V7 7 t� 99,pF ss/0 C. h � 018842EXP. 6/30/07 Z CIVIL �lF OF CAL�F��\ - x®02 ` f KEY & ASSOCIATES CIVIL ENGINEERS 1646 POOLE BOULEVARD • YUBA CITY, CA 95993 (530) 674-1565 • FAX (530) 674-3528 PROJECT'I BY DATE CHECK DATE SHEET S OF 7.%%1joov 7.30 2f s);G,+,. ��}(P/I.BT7o =�r09 V z,dr/v _��k�7d1K �•Sy Y -- oQ��QF 4� Q� F RO ALD `" C18842 m d Exp. 6130/07 CIVIL 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. BP042727 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: 09/16/2004 APN: 028-078-016-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 27 WASHBOARD LN HON Date: Contractor: Map Index: Description: NEW ELECTRICAL SERVICE 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 Owner: FLORES JUAN C permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 27 WASHBOARD LN signed statement that he or she is licensed pursuant to the provisions of OROVILLE, 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 95966 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 Applicant: FLORES JUAN C Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 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 Business and Professions Code Date: Owner: License #: WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as 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: 0 S. F. Policy a: Valuation: $0.00 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 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: / ✓ / U '/ �? Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor interest, fees. code, and attorney's CONSTRUCTION LENDING AGENCY This permit is here issued under the anDlicable provisions of the Butte County CodR anrt/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to do ork indicated abov or w ich fees have been paid. y Name: By: Date: / Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official forth or document of Butte County. I hereby authorize representatives ofButte County to enter upon the above mentioned property for inspection purposes. �YV1 Print Name: C 4 TO /1 n ti V a Signature: [�'l !ter .S )LO J-1 1(6 Date: ❑ Owner 0 Contractor ® Agent for Owner ❑ Agent for Contractor w v' J 10 O Q I 016 4- u,,� 2 ar�z. I H c 0 Received from FFICI The Sum of (io For Received: CASH iET CHECK CAVCO BUSINESS FORMS. (5W) 743 1851 t Form 757pp TY OF BUTTE REC �� ML3$i925 ARTMENT ISS NG RECEIPT L "e--, Received Title By s �, i ... _ �- «: ,i t, as... '� . F — � � v. S .. • '5 _ {. '' � A r i tf � ., L � .. � '' , j - ... .. �. . � - i 028-078-016 AR -1 I 028-078-016 AR -1 W/0 PERMITS 31/98 028-07-8-016 S M II AND TERI A JACKSON ASHBOARD LNAE, OROVILLE TANDARD HOUSING /aR • tf-U/t5-16 100' E.of Old S.P.Ra lw ajeSOO ' S. of Lower Honcut, Oroville Permit �� 2-77P,E(uti1.,MH) ELEC. GAS 3 SUPPORT STRUCTURE REQ. & 0 COMPACTION TEST REQ. N O Perm#t20-0 8- 6 �. Issued 28-078-16 Permit #1 7-78B E(new ca a /MH) 28-078-16 Permit ##599-78B(reinstall awning Butte County Department ADMINISTRATION' BUILDING' GIS' PLANNING ti 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile May 13, 2003 Juan C. Flores 27 Washboard Lane, Oroville, CA 95966 ofDevelopment Services RE: Building Code Violation Location 27 Washboard Lane, Oroville, CA AP #028-078-016 Dear Juan C. Flores: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the construction of a cabana, single family residence and the conversion of an agricultural building to shop. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recordingof a Notice of Violation including a description of the action necessary to abate You have thirty (30) days tovoluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector cc: Assessor I VIOLATION CHECK LIST A. P.- # 0a5( -a`7 -Y-0/ L Address .77 WQs1 bo a rdl Add 13awr j r - Owner In, knP s A4* -f-e rri A J�;l /CSaR Owner's Address SG,vrr e Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. fi- /,0Io DPrrti. Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sent / /3 % 2nd. Notice Sent ate ate Comments and/or Determination j wa-a f L',ay►,re�a-&I kd b� D c v 0 4-- loCe) f 6mv\�d. Co; Ae m,-- 63qdtfi Mj' D-cVrn,k f e'O''ej . W1 Schf Alelo_h /d' Jbk-(,� Itb 0R'c r �e w -,U d-QcJ-d'-p Disposition For Citation Citation Date (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) December 31, 1998 James M., II & Teri A. Jackson 1029 Garden Highway Yuba City, CA 95942 RE: Formal Warning Notice Substandard Housing 27 Washboard Lane, Oroville, CA AP#028-078-016 Dear Mr. & Mrs. Jackson: LAND OF NATURAL WEALTH AND BEAUTY DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (536) 538-7601 FAX: (530) 538-7785 This department has received a complaint alleging health and/or safety hazards at the above - referenced property. Butte County Assessor's records indicate that you own or control the property. On December 29, 1998, an inspection was made regarding the complaint and the following conditions were observed which are in violation of the California Health and Safety Code, Section 17920.3 (a) 1,6,11,13; (b) 2,6; (d); (e); (g) 2; (n); which pose health and safety hazards to the occupants and render the dwelling substandard. 1. Lavatory sink does not drain. 2. Kitchen sink trap leaks. 3. Lack of adequate heating. 4. Dampness of habitable rooms. 5. General dilapidation or improper maintenance. 6. Defective and/or deteriorated flooring. 7. Ceilings sag due to deterioration. 8. Exposed electrical wiring. 9. Unapproved electrical conduits. 10. No sanitary seal on well. James M., II & Teri A. Jackson December 31, 1998 Page 2, 11. Broken windows. 12. All buildings or portions thereof occupied for living, sleeping, cooking, or dining purposes which were not designed or intended to be used for such occupancies. 13. Sewage overflowing, accessible to humans and animals. 14. Occupying a structure without a functioning disposal system. This is a formal notice that Item Nos. 13 and 14 are in violation of the Butte County Code, as follows: Butte County Code, Chapter 19, Section 19-3 - Sanitary Sewage Disposal System Required. It shall be unlawful for any person to maintain, occupy or use any building not provided with a sewage disposal system which disposes or sewage in a sanitary manner. Butte County Code, Chapter 19, Section 19-4 - Unlawful Disposal Methods. It shall be unlawful for any person to construct, maintain or use any sewage disposal system which results in any of the following: (a) Sewage overflowing any lands whatever. (b) Sewage emptying, flowing, seeping or draining into any stream, spring, river, lake or other waters within the county. (c) Sewage being accessible to rodents, insects or humans. (a) No person shall begin or cause to have begun construction of any building or any sewage disposal system without first submitting plans of the means of sewage disposal to the health officer and obtaining a permit therefor from the health officer. (b) No person shall construct an auxiliary sewage disposal system for a building presently served by a sewage disposal system without first submitting plans of the proposed means of sewage disposal to the health officer and obtaining a permit therefor from the health officer. (c) No person shall extensively alter, repair, relocate, add to or replace any existing sewage disposal system without first securing a permit therefor from the Health Officer. (d) Permits issued pursuant to this section shall be valid for one (1) year and shall automatically become void one (1) year from the date of issuance, unless renewed prior to the expiration date. Only one-year renewal shall be permitted. Permits for repair, alteration, replacement or enlargement shall be valid for one (1) year from the date of issuance and are not renewable. 0 0 James M., II & Teri A. Jackson December 31, 1998 Page 3 The determination that Item Nos. 13 and 14 exist on the property is based on the following definition in the Butte County Code: Butte County Code,_ Chanter 19 - Sewage Disposal. Sewage, as used in this Chapter, includes any and all waste substances, liquid or solid, associated with human habitation; this includes what is commonly referred to as gray water. It is unlawful for any person to maintain, occupy or use any building not provided with a sewage disposal system which disposes of sewage in a sanitary manner. Chapter 19 requires that prior to any dwelling or building being constructed or occupied, that plans for the means of sewage disposal be submitted to the health officer for his or her approval and that a permit be obtained for any required sewage disposal work. The Building Division requires that any dwelling, building or structure that requires a building permit, whether or not it would utilize a sewage disposal system, must first receive a clearance from the Division of Environmental Health. The clearance by the Division of Environmental Health will verify, before construction, that a proper sewage system can be established or that the construction will not interfere with an existing sewage disposal system or that the construction will not take place in an area that has been designated as a replacement leach field. It is unlawful to construct, maintain or use any sewage disposal system which results in sewage overflowing any lands or into any body of water or to allow the sewage to be accessible to rodents, insects or humans. Not only is a permit required for the original system, but any extensive alteration, repair, relocation addition or replacement shall also require permits, inspections and approvals from the Division of Environmental Health. At the time the above -referenced property becomes vacant, it shall not be occupied until all violations are corrected. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten aw days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Furthermore, failure to comply will result in the Franchise Tax Board being notified of your non- compliance. You will then be prevented from claiming state tax deductions for taxes, depreciation, amortization, or interest expenses connected with the property as long as it remains substandard. James M., II & Teri A. Jackson December 31, 1998 Page 4 This notice is given to you pursuant to Section 24436.5 of the California Revenue and Taxation Code. To comply with the California Health and Safety Code, Section 17920.3 (a) 1,6,11,13; (b) 2,6; (d); (e); (g) 2; (n); you must obtain all required permits for repairs from the Butte County Department of Development Services, Building Division, 7 County Center Drive, Oroville, California and submit plans of the proposed means of sewage system repair and or disposal to the Health Officer and obtain a permit from the Health Officer. _ Should you have any questions concerning this matter, please contact me at 538-7601 Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Scot Johnson Code Enforcement Officer SJ.jb cc: Lia Vang, 27 Washboard Lane, Oroville, CA Butte County Welfare Department, Attn: Peggy Gunn Department of Development Services, Building Division Department of Development Services, Code Enforcement Environmental Health December 31, 1998 Lia Vang 27 Washboard Lane Oroville, CA 95966 RE: Formal Warning Notice Substandard Housing -27 Washboard Lane, Oroville, CA AP#028-078-016 Dear Lia Vang: t Count u to LAND OF NATURAL WEALTH AND BEAUTY DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 This department has received a complaint alleging health and/or safety hazards at the above - referenced property. Butte County Assessor's records indicate that you own or control the property. On December 29, 1998, an inspection was made regarding the complaint and the following conditions were observed which are in violation of the California Health and Safety Code, Section 17920.3 (a) 1,6,11,13; (b) 2,6; (d); (e); (g) 2; (n); which pose health and safety hazards to the occupants and render the dwelling substandard. 1. Lavatory sink does not drain. 2. Kitchen sink trap leaks. 3. Lack of adequate heating. 4. Dampness of habitable rooms. 5. General dilapidation or improper maintenance. 6. Defective and/or deteriorated flooring. 7. Ceilings sag due to deterioration. 8. Exposed electrical wiring. 9. Unapproved electrical conduits. 10. No sanitary seal on well. • Lia Vang December 31, 1998 Page 2 11. Broken windows. 12. All buildings or portions thereof occupied for living, sleeping, cooking, or dining purposes which were not designed or intended to be used for such occupancies. 13. Sewage overflowing, accessible to humans and animals. 14. Occupying a structure without a functioning disposal system. _ This is a formal notice'that Item Nos. 13 and 14 are in violation of the Butte County Code, as follows: Butte County Code, Chapter 19, Section 19- - Sanitary Sewage Disposal System Required. It shall be unlawful for any person to maintain, occupy or use any building notprovided with a sewage disposal system which disposes or sewage in a sanitary manner. Butte County Code, Chapter 19, Section 19-4 - Unlawful Disposal Methods. It shall be unlawful for any person to construct, maintain or use any sewage disposal system which results in any of the following: (a) Sewage overflowing any lands whatever. (b) Sewage emptying, flowing, seeping or draining into any stream, spring, river, lake or other waters within the county. (c) Sewage being accessible to rodents, insects or humans. Butte County Code, Chapter 19, Section 19-5 - Permits Required. (a) No person shall begin or cause to have begun construction of any building or any sewage disposal system without first submitting plans of the means of sewage disposal to the health officer and obtaining a permit therefor from the health officer. - (b) No person shall construct an auxiliary sewage disposal system for a building presently served by a sewage disposal system without first submitting plans of the proposed means of sewage disposal to the health officer and obtaining a permit therefor from the health officer. (c) No person shall extensively alter, repair, relocate, add to or replace any existing sewage disposal system without first securing a permit therefor from the Health Officer. (d) ' Permits issued pursuant to this section shall be valid for one (1) year and shall automatically become void one (1) year from the date of issuance, unless renewed prior to the expiration date. Only one-year renewal shall be permitted. Permits for repair, alteration, replacement or enlargement shall be valid for one (1) year from the date of issuance and are not renewable. • Lia Vang December 31, 1998 Page 3 The determination that Item Nos. 13 and 14 exist on the property is based on the following definition in the Butte County Code: .Butte County Code, Chanter 19 - Sewage Disposal. Sewage, as used in this Chapter, includes any and all waste substances, liquid or solid, associated with human habitation; this includes what is commonly referred to as gray water. It is unlawful for any person to maintain, occupy or use any building not provided with a sewage disposal system which disposes of sewage in a sanitary manner. Chapter 19 requires that prior to any dwelling or building being constructed or occupied, that plans for the means of sewage disposal be submitted to the health officer for his or her approval and that a permit be obtained for any required sewage disposal work. The Building Division requires that any dwelling, building or structure that requires a building permit, whether or not it would utilize a sewage disposal system, must first receive a clearance from the Division of Environmental Health. The clearance by the Division of Environmental Health will verify, before construction, that a proper sewage system can be established or that the construction will not interfere with an existing sewage disposal system or that the construction will not take place in an area that has been designated as a replacement leach field. It is unlawful to construct, maintain or use any sewage disposal system which results in sewage overflowing any lands or into any body of water or to allow the sewage to be accessible to rodents, insects or humans. Not only is a permit required for the original system, but any extensive alteration, repair, relocation addition or replacement shall also require permits, inspections and approvals from the Division of Environmental Health. At the time the above -referenced property becomes vacant, it shall not be occupied until all violations are corrected. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten UQ days from the date of this, letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises the violation concerns, a description of the violation, the date of your convictions and the action necessary to corrector abate the violation(s). Furthermore, failure to comply will result in the Franchise Tax Board being notified of your non- compliance. You will then be prevented from claiming state tax deductions for taxes, depreciation, amortization, or interest expenses connected with the property as long as it remains substandard. Lia Vang December 31, 1998 Page 4 This notice is given to you pursuant to Section 24436.5 of the California Revenue and Taxation Code. To comply with the California Health and Safety Code, Section 17920.3 (a) 1,6,11,13; (b) 2,6; (d); (e); (g) 2; (n); you must obtain all required permits for repairs from the Butte County Department of Development Services, Building Division, 7 County Center Drive, Oroville, California and submit plans of the proposed means of sewage system repair and or disposal to the Health Officer and obtain a permit from the Health Officer. Should you have any questions concerning this matter, please contact me at 538-7601 _Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Scot Johnson Code Enforcement Officer SJ:jb cc: James M., II & Teri A. Jackson, 1029 Garden Highway, Yuba City, CA Butte County Welfare Department, Attn: Peggy Gunn Department of Development Services, Building Division Department of Development Services, Code Enforcement Environmental Health - LAND O F NATURAL W E A L T H AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 April 12, 1999 James M. and Teri A. Jackson 27 Washboard Road Bangor, CA 95914 RE: Code Violation A.P.#028-07-8-016 27 Washboard Road, Bangor Dear Mr. and Mrs. Jackson: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated January 13, 1999 notifying you that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for installation of a mobilehome in violation of the Mobile - home Parks Act of Title 25, California Code of Regulations, adopted by Section 28A-1 of the Butte County Code as follows: (a) 1018 -Permits Required for any Plumbing or Electric (b) 1048 -Inspections Required for any Plumbing or Electric (c) 1324 -Permits Required for Mobilehome Installation (d) 1326 -Inspections Required for Mobilehome Installation The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying 'for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Letter to James M. aZid Teri A.,Jackson RE: 'Code Vic ation A.P. #028-07-8-016 Page 2 ' April 12, 1999 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. *cerely, Vieira,C.B.O�.. MCV:dms Man ger, Building Inspection 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22. 23 24 25 26 27 28 29 'ROOF OF SERVICE BY OUL I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred. My business address is: I served the foregoing (A.P. #028-07-8-016) Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 SECOND NOTICE VIOLATION LETTER by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 12TH. OF APRIL, 1999 and addressed as follows: JAMES M. AND TERI A. JACKSON 27 WASHBOARD ROAD BANGOR, CA 95914 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 4/12/99 at OROVILLE , California. Donna Sperling Office Assistant III I 0 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 January 13, 1999 James M. and Teri A. Jackson 27.Washboard Road ,Bangor, CA 95914 RE: Code Violation A.P. #028-07-8-016 27 Washboard Rd, Bangor Dear Mr. and Mrs. Jackson: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for installation of a mobilhome. Since the additional living unit is not permitted in the U zone, the mobile - home must be removed from the property or the occupancy and use must cease and desist immediately and the mobilehome be placed in dead storage. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or -Michael Vieira in this office at the address or telephone number listed above. Sincerely, 4Z4)4�~ MCV:dms Mic ael C.Vieira, C.B.O. . Manger, Building Inspection cc: Assessor view: view: view: AP # 028-078-016 12/29/98 Page 1 I PERMIT NO. } PERMIT EXPIRES t 5402-77P.E OWNER CONTR. LOCATION (A.P E. L. Milatn owner 28-078-16- 100'E.of Old S.P. Railway, app.300'S.of Lower Hon}cyut Rdd . , Orov l-ke• COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER IRE OROVILLS, CALIF. - 534-4541 - CERTIFICATE OF- OCCUPANCY This mobilehome has been installed in of the Califorggia Administrative Code, Title accordance 5anCea tier 5with e un Bire number O/".7 for the following location: % A Owner G6' Owner's Address Mobilehome Mfg. Model Yy�aor Insignia No. S /la�� Serial No. &// �lJ3S`"O It is hereby certified for occupancy at the above described loeati-on and may be occupied. . Directo of Public Works Date I3 Y ' i THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED } Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PF*tL-- c��l JOB FINALED (Date) f (Signature) f 4 1 9. Electrical ' A. Is service large enough to provide adequate amperage -to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Ye SI No B. Is there proper clearances around panels? Ye 54— No C. Is power supply cord.or feeder assembly properly fused? YesA No D. Is. continuity test satisfactory as per the following procedure? Yes_ No_ 1. De -energize electrical wiring system -of the mobilehome at the pedestal 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. C nnect one lead of a test instrument to the mobilehome grounding conductor and eAll ly the other lead to each mobilehome supply conductor, including neutral. non-current, carrying metal -parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. , 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off.card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle L�adcv �--- Length Width Vehicle Serial No. pew 803 f State Identification No.,q 1.6 l' Additional Information or Comments: MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located,required separationfromlot lines and buildings and generally conform to plot plan? Yes0 No 2. Does the mobilehome have -required clearances above ground? (Sec.5085) YesNo 3. Are footings and supports properly sized, spaced; -and -braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) YesX No 4. Is the mobilehome level? (Sec. 5088) Yes_ No 5. If tai -.simgl it, are crossover connections) properly installed? (Sec. 5088) Yes No - 6. o 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes#_ No C.rnia approved, does station have backflow device and pressure -relief valve? Yes_ No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes No B. Does it have minimum" per foot slope and is it properly supported? Yesy, No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes NoX D. I ' approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. Yes No B. Test OK as per following procedure? Yes 74 No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes,X No COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ' BUILDING INSPECTION RECORD BUILDING A BUILDING (Cont'd) PLUMBING tback F ewall oil Piping F ms Par ets �3rdillonnrr M in Bldg. Restr om Finish Otings WindO Slab Piers Garage Foot in s Stemwa I I Slab Carport Footings Slab Patio Footinas Fdn. Vents Garage Vents Insulation Prov. for ph sica handicaooedy Conformance of ex. F Water PilXng Sewer Fixtures Water Htr. Heaters Appliances Gas Piping & Test Temp. Gas Sanitation Final EU Keint. steelt I Final I Fixtures Bond Bea ARE SPRINKLAS I Motors T mean MECHANICAL Gird. Favit Prot. Scritich Heatind Servic B wn Cool 149 Te p. Pole nish Du s der round I erior Lath V ntllation Aermanent oor Closer Inal Ainal MOBILEHOME UTI ITI ES - - - - - - - - - - - - - Elec- Service 4 Elec . Pedestal Water Piping Sewer Gas Piping M0016EMOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS � �. -- (NOTE: An entry must be made on this form each time you visit the job site.) L + COUNTY, -OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT All above-mentioned property for inspection purposes. N X - Date ' Signature of Prermiitee or Agent Receipt No. i � tD [ a White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant I nls permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR nUBLIC WORKS BYJ Date�� — %7 ng permit expires Date 1,? -`F- 7'T BUILDING Owner � t SO. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Contractor V, r Fireplace Total Valuation Mailing Address Permit Fee Plan Checking Fee &/orPenalty Telephone No. Permit Fee Building Address Of r l PLUMBING No. @ FEE f J r PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. ,.. — Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional F W. .dplSatielr FireDepti Fire Zone Use Permit outlet .30 Building sewer 5.00 EQA Parkin Plans rcel DePa a ion I Parcel Map 1 60' R/W I Improvements Lawn sprinkler system 2.00 ala^ P14n- Parcel oval Plan pproval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE 1$3.00 Main service 100V OR LESS 100 AMP OR LESS 5•00 Main service EA. ADD'L 100 AMP 2,50 Single Family El Duplex El Mobil Home ❑ Others ❑ Main serviceVER 600V LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP, & OR ADDNS. ACC. BLDGS. ) 20sgft NEW CONSTR. MULTI.OUTLET NON-RESID, BRANCH CIRCUITS) 2.50ea NEW CONSTR, (POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)�� 100 FIXED ALNS. Ex. Occup. (OUTLETS P(RESID )REA) 2,00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 'have placed on file with the County of Butte a certificate of ❑ Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances . and State Laws relating 'to building construction, and hereby -1� TOTAL PERMIT FEE above-mentioned property for inspection purposes. N X - Date ' Signature of Prermiitee or Agent Receipt No. i � tD [ a White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant I nls permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR nUBLIC WORKS BYJ Date�� — %7 ng permit expires Date 1,? -`F- 7'T S BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. owner's name: /� ► I �iVy-� . 2. Installer's name: 3. Is the site currently under permit? Yes /k/ No ( If yes, furnish permit number —7 7 ) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) . 40 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach.fields and clear of all setbacks and easements? Yes -No / / ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- D Amps 6. What is the mobilehome site service rating? --------------------- �(� Amps - 7. What is the mobilehome site circuit breaker rating? ------------- t Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes No (If yes, identify the,load..and size: (SPS) � 9. What is the mobilehome site gas pipe size? ---------------------- 3 �f (in.) 10. What is the type of gas service? ----------------/------------ Natural / / LPG / l,<' 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? --------------------=--------- (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50-ft..-on'LPG.) MOBILEHOME SUPPORT DATA Mobilehome Mfr. Lv�,� Setup Model No. Year Width (ft.) Lengths .-:r. . (ft.) ..Expando=.Size ft.x ft. (Draw support'details.below).. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. .(.if not on .file with .the. County of Butte) . *If center piers are other than drawn above, draw in locations, spacing, and dimensions. Footings- (check one) /fir -1. Wood. either pressure treated or fdn. grade. 12..Concrete pad. / / 3. Other,:specify Supports (check one) 1. Concrete block /Gf;Z. Concrete piers 3. Steel piers 4. Other, specify Typical Support Footing Size -- ---- .- - .- `Max. Pier Spacing Overhang OUTTE COUNTY . BUILDING DEPARTMENT APPROVED applicant for a permit from the courtv of- Butte for the parcel of band identiftad ,a z Assessot,'s .Pa- cel. declare that said parcel was created cr.a ®, 13-6-13 by deed recorded In Book m /aIJ-4 ,, -of Official ReCOT45 at Page the office of the fGau ty Recorder of the Gmamy of Butte,, rand that I first purchased an itaterest in said parcel on or about 19 -, and that at that time I was not aware of any faros that WmIld cause me to mmaraca that said parcel, may have, beem created without .the aaccesae thereto r2P. wired by Io I declare undim penalty of perjgrSy that the foraagoing is true and correct. Executed this' � ,day of u�a �,.a.. -- .. ¢...�� os 19-_,, . at a �.✓ ^r -t--- a . ^' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS [%/� 7 County Center Drive — Oroville, California 95965 � 2-7 7 Telephone: 534-4541 / APPLICATION AND PERMIT/7 y v u.w av cn uHun "I. above-mentioned property for inspection purposes. X• -e• h ,,�, Date Signature of0:3,51 P�ermitee or Agent Receipt No. I7V 3, eei� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC R OF P)4fBLIC WORKS BY Date permit expires Date �l �� BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address ® Wisq—hor Ave. Telephone No. l Fireplace Contractor Total Valuation Mai I i ng Address Permit Fee PI an Checki ng Fee &/or Penalty Telephone No. Permit Fee Building Address 60 S a ' PLUMBING No. @ FEE PERMIT FILING FEE $3.00 �+ 3 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 - ¢onTng V ( tion Only �1 Each gas water heater or vent 1.50 A. P. No.A— g — 10 -Gas Z piping system 1 - 5 outlets 1.50 Each additional outlet 30 F W Seet on Fire Dept. Fire Zone Use Permit Building sewer 5.00 1 EQA Parking Plans I Parcel Declaration Parcel M 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. P s Recd Parcel pproval Plans Approval Permit Fee $ T 3 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 110ov OR LESS 5.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home U3/ Others ❑ Main service OVER 00 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLDGLING OCCUP. &) 22sgft NEW CONSTR. (MULTI -OUTLET NON.RESID. BRANCH CIRCUITS) 2.50ea NESY CONSTR. (POWER APPARATUS & NON -RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) -BA L@2-1 01 Ex. OCCU FIXED APPLNS. OR P•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of F-1 'Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL TOTAL PERMIT EE �* y v u.w av cn uHun "I. above-mentioned property for inspection purposes. X• -e• h ,,�, Date Signature of0:3,51 P�ermitee or Agent Receipt No. I7V 3, eei� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC R OF P)4fBLIC WORKS BY Date permit expires Date �l �� All utility o ections shall be located withi 4 t, outside the rear , third section of the mobile home U �� A permit will'be required for "� Q' ------;a on the left (r ad) ide of the mobile.. installation of the mnh-I?ham : o ° home. NOTE:—All Material' Y Workmonship Shall Be in Accordance with Re oqn ed food Practices and of a quality prescribe fo the S�oecified use in the Uniform Building, Plum inq & Machanical Codes and the National Electrical C 3 The Bldg. Setback shall be 5 ft. from the side property line - and 50 ft, from the centerline of the road, permitting a maxi- rnuin of a 2 ft. eove overhang but entirely out of all easements. ')QPtic system and location of buiid- Ing drain stub -out to be as Sutte County Health qu i remen ts. Qept: RQ- ms set of plans and speciticetionc MUS' bs' sept on the job at all times and It is unlawf l -fo make any changes or alterations on same wi out writ'tsn permisson from the Department of bac; Works, County of Butte. �T BUTTE COUN"I Y BUILDING DEPARTMENT l APPROVED. / 2 g� 0.7 applicant for a permit from the Ccmnty ®f Butte for the 'parcel of laud ident.ifiied as Assessor � v I:Iarc al No. 0% declaze that said parcel was evea ted an 19_6a, by deed recorded In Book-2of Official Records at PageDN ,,7.�e in the office of the County Recorder of the Caunty of Buvitae., and that I first purchased-an interest in said parcei on or about 19 and and th€,st at that Urte I was not aware of 4!ny facts that would cause me to auspect that vaid parcel may have been c -eated without the aceens thereto required by la I declare under penalty cf perjury that the foregoing is ttija and Correct.' rzedutad this v.. mm� day of a .19 nl -. e at Caiifornia. r Signed , I �1 IlItA eooc1M PAcf357 taafe of 9u 4201 do --�. pew -,_o/ On we"d p►t, "��= TAN tAe soi/ tAe /tt+M pet, hr eutsttenrlfaw o/ tAe sttta of easy, bwwatoMey h tk Uteitd slags of .400* . bw pit by Ow said t-----ef U. srret�t r.►t, tA. �o�}f *�Aerr+f 4 Aewr acAditj►"R r° ""'Ay eMs' D"a' ,�, prottt, boryoitt, «wl sea wa tAe Bait �.tf...--h ru► sieMt p.1,,.n/ se....iy:.__.. Alin ottd ossipse /oeww, on, Seats Of—Mur- , std bontttd ase *Aa Oat OF /ON~, te�att: r 210 "nth UP" hummed ninety tars naso of suss Of lo` rA acoorana to am oftlioai up of the tan► of SM I Magft* nrith the tens wtnts, hereditaments, and appurtenances thereunto belonging of appertaining, and the reversion and reversions, remainder and remainders, rents, issues, and pro fits thereof. jULI f;aUf tats to 11I11b the said premises, together aith the op{nirtemances, rnto the said part..v--of the second port, and to hie heirs and assigns forever. jo Ulturas UTIRredthe said part—ya_•of the first fort ha_v&erecuted these presents the day and year first above asittew. Stewed and D*IiMre/ to eke pre"Wev o/ Gs Tsi ''-2t , , / • e r z.r T i RAT5 a MX1219 W358 1 i 00 loi, �L ox"I womewty, 1�, Ieerr r~ tr M ilip- ,•• _ • r i *Yr Mirrww MA w Noun Ixwmw t ter mmu at"! A""' VIM Oai�"t�wlal""�► �t� , Il• ' Con" N On N in elle of Ow Leto tti"e Mn�hed andoc ",EE��7 bef ore nw,•I SNOWY fa eAr N Stani"pw ,A twli ca��ti o" -� knam to ow to be the lerton."ATawdin whod�e Y ..&C9 -j ibscribed to the wilMs ndWNW. indrwmw, aackam6doed to Iwo that�srrcnhd the saw. 1 haw hert"nto tet +"y and dAred my ork-w scot in teid c _ eitaty o ---- i t i the day and yw ' thio certificate /ird it Notary P ' of • •� i, � � 0� My caw+n►srioN ex�irts.� _ ..�.� ......... --- Ae IU lea �KJ �I 't ? 0 2-1 a. PERMIT NO. 599-78B t 1 PERMIT EXPIRES 2/9/79 ' r• . ,.OWNER EL' MIT -AM CONTR. owner v "LOCATION (A.P. 28-078-16 ) 100' E Old S.P. Railway, app 300' S x .;Lower Honcut Rd, Oroville 5! t, i M� 9 , I� { Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E It T mp. Gas Serv. Called PG&E { J0. FINALED (Dat—e'—(q (Signature) Stucco COUNTY OF BUTTE — DEPARTMENT.,OF PUBLIC WORKS' BUILDING INSPECTION RECORD - BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Pipin Forms Parapets 1st Floor Main Bidg. Restroom Finish 2nd Floor Footings Windows 3rd Floor StemwalI Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage >=: F Fdn: Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for ph sically handica ed Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patioll� FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOMEUTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping ME INSTALLATI N - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) ^COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives OT the County oT Butte to enter upon the above-mentioned property for inspection purposes. X A _-*, 0a Date Signature of Permitee or Agent Receipt No.�! h White-D.P.W. —'Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated :above for hich fees have been paid. ECTR PF PUBLIC WORKS Date 0AV??_ Building perm expires Date BUILDING Owner! S . FT OCC. BUILDING VALUATION Mailing Address — 6a9 `D MV 1 `� Telephone No. Fireplace Contractor u erTotal Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty e Tlephone No. Permit Fee $ Building Address11— sm, I PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Q� -3 o Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. r V� �/ V Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe W . do Fire Dept. Fire Zone Use Permit Parking Parcel EQA Plans Declaration Parcel Map 60' R/W Improvements Building sewer 5.00 Lawn sprinkler system 2.00 Bldg. PI ec'd Parcel Approval Plans Approval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ I FEE PERMIT FILING FEE $3.00 Main service io°°V OR o AMP ORLESS5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service OVER 600V 00 AMP OR LESS 25.00 Main service EA. ADD•L too AMP 1.00 �w ^ •t NEW CONST. DWELLING OCCUPC.. & 2�syft OR ADDNS.C/� NEW CONSTR.AC ULBTI OGUTLET NON.RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTRPOWER APPARATUS & NON -RES ID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: y Ex. Occup(OUTLETS OR FIXTURES)50 @250 109 Ex. OCCU FIXED APP LNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner S0 as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives OT the County oT Butte to enter upon the above-mentioned property for inspection purposes. X A _-*, 0a Date Signature of Permitee or Agent Receipt No.�! h White-D.P.W. —'Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated :above for hich fees have been paid. ECTR PF PUBLIC WORKS Date 0AV??_ Building perm expires Date NOTE:—All Materials & Wo'rkmans'nip Shall Be in Accordance with Recognized Good Practices and of a qualify prescribed for the Specified use in the /6061 GA Uniform Building, Plumbing' & Mechanical Codes and the National Electrical Code. Z -k 0 11 1 Ztr /01 5 f!!;s set of p,'--r.s and specifications MUST Le koP4 on fl -o z:f .:;rimes and it is unlawful to mal'.c Or aNcrafions on same without writer, permission from the Department of Pub- lic Works, County of Butte. 11711-1 The:W Setback shall be 5 ft. from the side- property line and 50 ft. from the centerline of the road, permitting a maxi - .1 L.L ^%iiftr6an but enfwe6_------ mum Of 0 vt S ": ..... . 7_4 NOTE:—All Materials & Wo'rkmans'nip Shall Be in Accordance with Recognized Good Practices and of a qualify prescribed for the Specified use in the /6061 GA Uniform Building, Plumbing' & Mechanical Codes and the National Electrical Code. Z -k 0 11 1 Ztr /01 5 f!!;s set of p,'--r.s and specifications MUST Le koP4 on fl -o z:f .:;rimes and it is unlawful to mal'.c Or aNcrafions on same without writer, permission from the Department of Pub- lic Works, County of Butte. 11711-1 The:W Setback shall be 5 ft. from the side- property line and 50 ft. from the centerline of the road, permitting a maxi - .1 L.L ^%iiftr6an but enfwe6_------ mum Of 0 ..... . 7_4 bUl 1L u 1,4 1 DEPARTMGNi ....BUILDING -APPROVE-D.., _. :.�:. �� _ �. �- . ,: , � .r . utte " LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 January 13, 1999 James M. and Teri A. Jackson 27.Washboard Road ',Bangor,' CA .95914 RE:- Code Violation - A.P. #028-07-8-016 27 Washboard Rd, Bangor Dear Mr. and Mrs. Jackson: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for installation of a mobilhome. Since the additional living unit is not permitted in the U zone, the mobile - home must be removed from the property or the occupancy and use must cease and desist immediately and the mobilehome be placed in dead storage. It is the County's goal to obtain, voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. MCV:dms cc: Assessor Sincerely, Micael C. Vieira, C.B.O. Man ger, Building Inspection COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 'Af SERMCE REOUESTED V it. Cz _j JAN 14'99. a PO METER U.S. POSTAGE o JAMES M AND TERI A. JACKSON 27 WASHBOARD ROAD BANGOR CA 95914 u....11 :H 11"4 9:-11 1F:"1':: No Such Number Unclaimed No Mail Receptacle Illegible Insufficient Address Refused Attempted—Unknown No Such St Vacant—Current Resident Only Not Deliverable as Addressed ssvio ISHII QU80SUd COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965.3397 SRR\AcIE RE •~tee : '.. T >o a F. No sU�,y All" � � JAMES M AND URI A JACKSON c• �f 1029 CARDEN WY �� 'F' i s. j YOA CITY CA 95991 JAN 12 1999 n BUTTE ;TT�1T Y BUdLI3IIIv44C VISION t 1Ll,IIIIIIIIIII JIfIII IIfIIIi;lIIII11,111iIdItIII IIt11 4 � , ' f217� 7-8B E '.PERMIT NO. ' r' PERMIT EXPIRES DOWNER E. L. Milam t' ' CONTR. owner - 1 -LOCATION (A.P. 28-078-16 ' 100'E.of Old SPRR, app.300'S.of Lower Honcut Rd., Oroville �'. Cog ?,41, E/I f l o f�F oNCCc r .,t t tSttjj�{. j!T , r j1 f i t Temp. Power Pole w Celled PG&E Temp. Elec. Serv. Called PG&E T mp. Gas Serv. Called PG&E OB t Called (Date I � (Signature) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Setback _ Forms Main BI Footi -wavy, PLUMBING MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping MRB16EUOME INSTALLATION .............. Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this.form each time you visit the job site.) 1. COUNTY OF IJUTTF. — DEPARTMENT OF PUBLIC WORKS • 7 County Center Drive` - .Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X �a �Z, Date 7 fl Signature o Permitee or Agent Receipt No. /117�33e_ 1 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC OR OF BLIC WORKS b BY Date Building permit expires Date O"` BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address , J Telephone No. Contractor Mai I i ng Address Fireplace Total Valuation Telephone No. Permi t Fee ell Building Address �' -� Plan Checking Fee&/or Penalty - Permit Fee PLUMBING No.1 FEE n (� PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 .:. D�� / A. P. No. {� Zoning &Planning Water piping 1.50 Each gas water heater or vent 1.50 Fe, on Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvemen Each additional outlet .30 Building sewer 5.00 Bldg. V1.n. Recd Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ADDITION Or UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 ' Main service eoov OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 25.00 100 AMPP OR LESS O Main service EA. AOD'L 100 AMP 1.00 NEW OR ADDNST ACE- •L GS COUP. �� 2P•sq ft CONTRACTORS LICENSE LAW am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Y NEW RESID, L -OUTL T NEW CO ID `BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS.6, NON.RESID. SINGLE OUTLET CIR. Ex. Occuo{OUTLETS OR FIXTURES s L�j FIED APPLNS. OR Ex. Occup. P•�OUXTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 1�1 I certify that in the performance of the work for which this �l permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. @ MECHANICAL No. FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X �a �Z, Date 7 fl Signature o Permitee or Agent Receipt No. /117�33e_ 1 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC OR OF BLIC WORKS b BY Date Building permit expires Date O"` f 10 kn V A= tern and location of to be as per is & WO - ,!<r Shall Be lir unty Health Dept. Re- NOTF-.—All Mc I -Itericl Good ices and Accordance k�qth Re -A- of a quality prP,;rr;bedI for the Soecified use in the /000 rGA11- r D T,, —0 /,A plurnj-,-,rIg & Mactianicall Codes and Uniform Suildinq. the National Electrical Code. (his, -set of plans and...specifications MUST be t,- n+ A times and 'it is unlawful to kept on t ie to make any changes or alterations on same without written permisson from the Depar I tm4nt of NIBW'c Works County of Butte. -IN, 411 ir 1 77 Z Setback shall 10,eft. from the Tr side property line and OM the centerline of. the road, �ermiffing a maxi mum of a 2 ft. eave overhang but entirely out. of all easements. V - 1P BUTTE COUNTY-.,.., aPILDIN.G. DEF'ARTM APPROVED Butte quirem IN, f 10 kn V A= tern and location of to be as per is & WO - ,!<r Shall Be lir unty Health Dept. Re- NOTF-.—All Mc I -Itericl Good ices and Accordance k�qth Re -A- of a quality prP,;rr;bedI for the Soecified use in the /000 rGA11- r D T,, —0 /,A plurnj-,-,rIg & Mactianicall Codes and Uniform Suildinq. the National Electrical Code. (his, -set of plans and...specifications MUST be t,- n+ A times and 'it is unlawful to kept on t ie to make any changes or alterations on same without written permisson from the Depar I tm4nt of NIBW'c Works County of Butte. -IN, 411 ir 1 77 Z Setback shall 10,eft. from the Tr side property line and OM the centerline of. the road, �ermiffing a maxi mum of a 2 ft. eave overhang but entirely out. of all easements. V - 1P BUTTE COUNTY-.,.., aPILDIN.G. DEF'ARTM APPROVED