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078-270-041
AP i \ F3153 WILSON MC CARTNEY, L.J. o Bangor Hwy, Orovil %:��7a 244-67B*. t.2gg-66 17 :A: rem% ,�w .. October 4, 2001 Phillip Wilson 3153 Oro Bangor Hwy. Oroville, CA 95966 RE: Forr,.71 Warning Notice Butte County Code Violation 3152 Oro Bangor Hwy., Oroville AP#036-073-037 Dear Mr. Wilson: Eutte Count L A N D O F N AT U R A L WE A L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 Through our courtesy notice on July 20, 2001, you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in'abatement or correction of the keeping of junk and inoperable vehicles in public view. Your failure to eliminate the stated violations are cause for the issuance of this formal warning notice. As of this date, our records, indicate that the following violations to the Butte County Code still exist: Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code, Chapter 24, Section 24-95 - The AR (Agricultural -Residential) zone does. not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the AR zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that this violation exists on the property is based on the following definition in the Butte County Code: Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. Phillip Wilson October 4, 2001 Page 2 Butte County Code, Chapter 24. Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten1L0� 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). Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, Gary Brown Lead Code Enforcement Officer GB:pa cc: Department of Development Services, Code Enforcement i c PERMIT NO. 6133-75B b P M :i QMH UTIL. "PERMIT NO. PERMIT EXPIRES T' 31l 4 OWNER Phil Wilson CON TR. Owner LOCATION (A.P. 36-073-37 ) 3153 Oro Bangor Hwy, Oroville c i` ry " d f r. Temp. Power Pole Called PG&E e -Temp. Elec. Serv. Called PG&E R /Te Gas Serv. all4PG&E FINALED �( / (Date) Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. 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 DATE REMARKS OR CORRECTIONS C COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage — Fdn. Vents Fixtures Footings Gara a Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings FFooting ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. 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 DATE REMARKS OR CORRECTIONS C COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi,61e, California 95965 / —;7,5— �J Tel ephorve: 534-1541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. xDate ZJ Signature$o�ejrmilee or Agent Receipt No. 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. DIRECTOR 0 UBLIC WORKS Bye Date3' 2/ Bg permit expires Date %ti�� ��' BUILDING Owner + SQ. FT. OCC. BUILDING VALUATION Mailing Address celephone o. /�, §_X� 13-0 Fireplace Contractor ZTotal Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address ��� PLUMBING No. @ FEE 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 outlet .30 -saes Sani Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma p 60' R/W Im rovements p Lawn sprinkler system 2.00 Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 U r� Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) _ Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures b ,a2 10 Receps., switches & fix outlets 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: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ MECHANICAL No. @ 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 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT 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 TOTAL PERMIT FEE authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. xDate ZJ Signature$o�ejrmilee or Agent Receipt No. 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. DIRECTOR 0 UBLIC WORKS Bye Date3' 2/ Bg permit expires Date %ti�� ��' Y, (:PERMIT NO. 3581-75B Ji P �E Y M QMH UTIL. '� PERMIT NO. f % PERMIT EXPIRES c2- 3 L `OWNER Phillip Wilson 1CONTR. a 'LOCATION (A.P. 6-073-37 ) j 3153 Oro Bangor Hwy, Oroville P 9 Temp. Power Pol Called PG&E Temp. Elec. Sery Called PG&E Temp. Gas Serv. Called PG&E JOB FINALEDALED (Date) f� (Signature) DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor ., Footings Windows 3rd Floor Stemwall Sidina To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test -1. Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framin 3 Test Water Htr. 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 DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC / 7 County Center Drive — Oroville, California 95965 S 35 7 Telephone: 53y 4541 APPLICATION AND PERMIT BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Tele pho=e�Ny. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty • Telephone No. Permit Fee Building Address _PLUMBING No.1 @ I FEE -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 _ D �.. A. P. No. 7 Zoning 8 Planning Gas piping system. 1 - 5 outlets 1.50 Each additional outlet./-- -- .30 F 4G! 9 Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Parcel Declaration Parcel Ma p 60' R/W Improvements— Lawn sprinkler system 2.00 �Plaanns Bldg. �s Rec'd Parc proval Plan proval Permit Fee $ NW ❑ ADDITION ❑ UTILITIES ❑ OTHER � J ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 •- `��' Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures 2u (a25 bal 1@10 Receps., switches & fix outlets 20 025 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: Hood, Ex. Fan orF.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump ' Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ 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 so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation E2.00 Hood 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 relatina to building construction. and hereby TOTAL PERMIT FEE $ s authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X � t Date _ 2-;r Signatu a of Permiiteee or Agent Receipt No. �Z.23 S" � 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. DIRECTOR OF PUBLIC WORKS By n ate ,%— Z _ 7 wilding permit expires Date ? I— 7 o BUTTE Ci,?UNTv DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF'ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 07/07/2006 APN: 078-270-041-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 3153 ORO BANGOR HWY ORO License Class : License Number: Map Index: Date: Contractor: Description: DETACHED GARAGE (392) OWNER -BUILDER DECLARATION 1 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: WILSON PHILLIP L permit to construct, alter, improve, demolish, or repair any structure, prior 2010 FEATHER RIVER BLVD to its issuance, also requires the applicant for such permit to file a OROVILLE, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95965 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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: WILSON, SHAWN P pp Code: The Contractors' State License Law does not apply to an 3153 ORO BANGOR HWY owner of property who builds or improves thereon, and who does OROVILLE, CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95966 sale. If however, the building or improvements are sold within one (530) 533-5878 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.). ❑ 1 afm� Exempt under Article 3 of he Business and Professions Code Dater Owner:L�ryv License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I 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: 392 S.F. Valuation: $9,408.00 Policy #: Census Code: 12, 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. O Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one in to the �/r hundred thousand dollars ($100,000), addition cost of ��7 3---11 t� compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or Res lutions do work indic d bove for which fees have been paid. 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.) B Q Dater (J Name: PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19627.5 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 fficial form or document of Butte County. I hereby ttte�County to�enter upon the above mentioned property for inspection purposes. authorize representatives`, of Butte j � r 50 r", Print Name: Y1Wwn w Signature: c Date: 7-' ! -o(O '`Owner O Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 1 County Center Drive, Oroville, CA 95965 Phone`(530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 8I OV1tJ OWNER: ' 1 I ASSESSOR PARCEL NUMBER o f -1_T - l J "1 , Proposed Building Use: �}�"f(�� �� �� Permit Technician: \ . Date: lite ps required in orde o,apply for a permit All boxes MUST be checked OR marked NA in order to apply. 1. Site plans 3r 4 sets, signed by the preparer of the plans. >�( 2. Complete plans(2�r 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. i ❑ 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 fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calks in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ . 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Rerliaiping items needed to issue the permit (May require additional plan review upon receipt of the following items.) ❑ NR 14. -SaaitabeR iwkAeoamapprwal-#erha-�ronmhenWFHeatth-BepartmentinH3-GhieGG4 Wte, as-applisabte t_OAPLJ.D ❑ 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........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. :7- 0 ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. 22. California Department of Forestry plan approval ❑ paid. Sent by: 23. Planning approval for (A) Use: _a (B) Parking: (C) Parcel Check: .... 7/ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... a/ 29. Worker's Compensation�Carrier and Policy Number .......................................... 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......................................................... Cl34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other. When issued Telephone (530) yO 3 -'-% 061`1 O1Nrw- and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant>>z�". Asti Date: - .0 1. Index perrmt application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designe wne was advised of the above data by phone, ❑mail, ❑ counter, b Date:7R5fd& Contractor, designs , ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by Date: o, Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION � COUNTY CENTER DRIVE,,OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 Owner App Date: RECEIPT OF FEES SCHEDULE - RESIDENTIAL WILSON APN No: 078-270-041 Permit Type: U11dina Subtype: 1P'JMU 6/6/2006 Permit No: BP 061348 Permit Desc: New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 - $204.98 NON-REFUNDABLE portion of fees due at application $219.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 4 5 6 7 7a 8 Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: IMPACT FEES - RESIDEN Applications After 04/15/06 Chico Urban Area EI Medio Fire District North Chico Specific Plan SR -1, SR -3, SR-1/PD R-1 .�o R-2 Per Dwelling er Dwelling g SFD MD 4249.11 3183.54 6146.23 4538.82 3249.97 2385.76 R-3 1 7604.091 6198.04 Processing Fee is automatically added to impact fee total 0 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# DRAINAGE FEES* Per MH 3238.72 5648.44 2422.68 RECEIPT DATE Tech/Asst 7;q ' S 6/6/06 Kourtni $330.88 7-6 329.9 $0.9 Oash 8075.40 CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 7289.40 771 Comanche Creek $8,341 RECEIPT DATE Tech/Asst $100.00 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 V $200.00 777 PV Ditch $8,893 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW � 10 10a 11 11a CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 RECEIPT DATE Tech/Asst 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: A, &24d,o , Date: 4a- -Q(p Pursuant to Government 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 �tiME/VT T 7- f' �✓ o (� I O U� O ;1 0 -� o O O C�Uw� ' AVQILIC WOP�S Department of .Public C o u n t y o f B u t t J. Michael Crump, Director Works e LAND DEVELOPMENT DIVISIVN storm Water Management Program 7 County Center Drive oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE) Project Description: tl Y1 a d2fac�ie C -T Project Location and/or Parcel Number: 3153 0M Z)onCpi- AA)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: Title: 0=P Date: �-Q0 Less than i Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program V -4—A V9a/nd fl � OWNER -BUILDER VERIFICATION TION 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. t 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES .[>c ] NO [ ]. 2. I HAVE [,C] HAVE NOT [ ] signed ah application for a building permit for the proposed work- 3. ork3. I have- contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and -provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE- TYPE OF WORK SIGNED: PROPERTY OWNER DATE: (Q-(o-O(o NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. OWNER -BUILDER VERIFICATION TION 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. t 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES .[>c ] NO [ ]. 2. I HAVE [,C] HAVE NOT [ ] signed ah application for a building permit for the proposed work- 3. ork3. I have- contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and -provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE- TYPE OF WORK SIGNED: PROPERTY OWNER DATE: (Q-(o-O(o NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. Butte County Department of Development Services �AJTT o ADMINISTRATION `BUILDING `GIS `PLANNING / o � � 0 0 0 7 County Center Drive 00 Oroville, CA 95965 0 -- r��� o (530) 538-7541 Telephone c0U (530) 538-2140 Facsimile 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 pian 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 of 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, Califomia 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector .......r. .+.... - �__ _- V -10 ..:1.a..- U- 0n..1+.... 1o"n ni fho rour^n ;% lyoaith anfi CAf,-ty rn[iP_ OSP pB-rMENr O1 -7r Ikt �\3Te a�°tment ®f Public Works � ' o o e 0 C o u n t y o f B u t t e p C 7 County Center Drive Oroville, CA 95965 \o C y o J. Michael Crump, Director (5 X) 538-7681 p O U t4 t y (FAX) 538-7171 CLIC WShawn H. O'Brien, Assistant Director Assessors Parcel Number: 73.,��Buildin g permit # L, Owners Name: Owners Mailing Address: s Property Address: ENCROACHMENT PERMIT ACCEPTED: 4 ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road F Existing driveway conforms to County S-31 standard El Other Approved by Printed Name 46 � Title Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. ffiCOuq A6 BUTTE COUNTY DEPARTMENT OF DEVELORMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds ALi S we p "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Last Name City irst Name Address City City State State A Zip Phone Fax Fax E-mail ` 1.1 tCr'7. Gig[ C�toLr I. �3' APPLICANT INFORMATION CONTRACTOR Name City Address tzip S11 to�i City Fax State Zip Phone Date Approved: Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address tzip S11 to�i City Fax State Zip Phone Date Approved: Fax E-mail State License Number APPLICANT INFORMATION Name Address City State tzip S11 to�i Phone Fax E-mail Wt I bo to ic)mi. rid APPLICANT SIGNATURE X hj'.AA &44 For office use onl Zoning Flood Zone I X ISRA I Yes No Occ. Type Const. Subdivision'Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BPO 3�1 BIN # PROJECT LOCATION AP# 0'1$ -2 '70 j Property Address City Street Hr0 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 Page 1 of 2 Description or Scope of Work: Sq FT- Living Garag Olf n Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: K6 Amount: 't2_1q —9G Bldg SRA Receipt #:j Sheriff SMIP CD Date: � - CD cj� utner/� */n 19 —9 (0 Total 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 `1- permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 00 ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper. .Ed 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. 111 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 AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate Q 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required)._ ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. 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. 0 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 KIFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 Er � 2�,�811 Ill►1 ai /T+WV ( 2) 2"X RT PLATE . _____- -__-= , 1 11 ISI f------�-- -i 1 ,r -----y -----til !1 1, I! ! i i Il. 211x4" MIN. 5OLV 9114 MQ'D a %fAfFM .f W5 (OMW FACE f0 SffAlIM) i RA IZMW 5E4qM4 518 MN. LAMED fO OPE Pa. NAI. WITH i' 8d CGMMON CR a&V. BOX NAL5 + 1 I a 6" O.C. NAPM M5, MD 1211 O.C. N FEW ' DODU 51tV5 AtC0I5M AW COMMK MN5 & WAS -M MN. 1 / 2" O(AB. ANCMOE Paf5 WtM T' MIN. EMMMM Af PAM aMU POINf5 NOLDOWN m Iwo# MN. CAPA ff (5ff50N W2& W9A, OK WA) TX 5aE 1T 5/4" PLYWOOD fgG SIBPi M :. 2"X tAML, M& 5HrASH. 5MAIK a 611 O.C. FIN.� _ us__ ---z--_amu Cim 1 1 j A 2'—R11 AM i_� __________ ___________________ _ _ -------------------------------- ----------------------------------------------------- ----- _----- —--------------- � AL TERNA TE BRA CSD WALL A J X SEL NOTES: 1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to coupling and holdown. 3. 94 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of ' holdown. 4. In the first story of a two-story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie -down device uplift capacity shall not be Iess than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used. on the second floor of two - story buildings (U.B.C. 232011.4). For Sidgle Story- Buildings with Raised Floor -__-_-- rV 1 I! ;' I' ', li 1 it � 1� 11 to It 1� Ij w 1 l!I I, id 1 11 i1 11 t II !I � 1 1 tl 1....: r .•- 1 rh 071 _1111___.1.___111_ 1 1 1 1 L J EQ EO EQ __________ ___________________ _ _ -------------------------------- ----------------------------------------------------- ----- _----- —--------------- � AL TERNA TE BRA CSD WALL A J X SEL NOTES: 1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to coupling and holdown. 3. 94 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of ' holdown. 4. In the first story of a two-story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie -down device uplift capacity shall not be Iess than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used. on the second floor of two - story buildings (U.B.C. 232011.4). For Sidgle Story- Buildings with Raised Floor tj 2326.5.4e5 a Unusually Shaped Buildings m continued • An unusually shaped building, by definition; will occur where construction of portions of a floor level are vertically offset and cannot be tied or lapped. -together in an approved manner. ie capped or fled in approved fashion Section lILL «_ «.._....: __...:....:..:._..:.: SITE PLAN _....... - - _ _ :: r. _. ; r J .. t r..:..._ .1�1NLNJY .R 1S[Oft AU1LC? W � .A�PJ3��lA , ..: ; _ ..._ .---------------Date. f - -- :�..'.�.=Parlun :Lan 9 L......t �--{ .. �Ot �r. . . . . . . . . . . . h4 . .. .. =4 9 to e' r�•i•- : s..:. r... ...:.:_L .............L.:. ...:.. •.. ..............: .. . ...... r.__ .;.. ._ .f..... f .. ..t. .i jtg .. { • • • • • • • , - - - ._ . - �• 's •3 �...., �, __ ... . . ... .... ....... .. ,. - Alt :x ' aaa�ff£f£ mss; r. • .. • •�.•. •clry . �i�� III,,,6C6C6C -. C�'�/) +.a• __ .. .. .. L .J • • • � : • moi. : : : i : � _ ' t[�y _ _ : J' F.._ t } s �y - �r r .. _f... ..�' r .i.• .�»• .. . . . . . . . . . • • " . _ _ r c'S .. . �5S" 3. •., ... .. �, af• _.... ..a..... :t t . 1 —. . .......................... .. . ....:r.. _• r L...............r L •• .. .. ........ r...... [. • • • • t_ •. BUT- .. •..-. .. •....• •...... •_S 1... •...... • • • • • • • • • • • • • • • •. • : 1 : : -- •• 4�• • WN UAL t O� cam.: a. ._ ......_............... _....... ......_....:r. : _ ; .. APP .. ...... h - rte'.' _. ._........_.............._.... .».. _ �. - _•.... _ .._.... _S• .._._... _.... _ ... Assessor's Parcel Number: •0 30 ©— © El ©_ 12151 F7] Scale: 1°'_ ao�-fo�UTTFc FOR OFFICE USE .ONLY. PROVIDE FOR ALL Owner. Nama •Sn Gtr v 11 l� :E �50 r2 G Zoning: ADJACENT PARCELS SIZE (AC): Address l Phone No. l5 s ` o o General Plan Desig: ZONING: Site Location 4 C97 0 U N -i Sipe, Acres GEN PLAN: Contact* Name _�L�a.r.J PhoneZia `��.�° `%0�9 4.0(r USES: _ O«abzr 23,2M3 I i u COs: Wilson 14 FVJES LOCAnom Butte CO. MiTeko TRUSS ENGINEERING 655 Cad Oak Rd MiTek Industries, Inc. voir - P. O. Box 1947 7777 Greenback Lane Suite 109 M, . ; Orovill x, e :.Citrus Heights, Ca.95610 �, , Ca.95965 Phone:(916)676-1900 Fax:(916)676-1909+ Phone; (530)534-0300 ,. Fax.-(530)534-5269 „ '40 i+ ► LUMBER ""� g s ► HARDWARE -.' r.,. i T x� ., ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING � ► TRUSSES Op- PRE FRAMED WALLS This Image was created with O WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY.13UTTE COUNTY '-7- dA WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. WILDINGDIVISION P 5 APPROVED ` ; TIMBER ` PRODUCTS �.. TRUSSES REQUIRE EXTREME CARE IN HANDLING 0 ,= INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 �9 D,,EF- � Phone:(360)449-3840 Fax:(360)449-3953 ET TRUSS SCHEDULE ,ally Project: WILSON 14 icounty: BUTTE I Contractor: Endeavor Homes Date: May 17, Zoos Roof: comp Plan: Snow:o Drawn By: Mw ITail Cut: Plumb Description IGABLE END. ��® :�� ®IGABLE END. Project: WILSON 14 icounty: BUTTE I Contractor: Endeavor Homes Date: May 17, Zoos Roof: comp Plan: Snow:o Drawn By: Mw ITail Cut: Plumb L� son Gara e WA Endeavor Homes � 655 Cal Oak Rd. " Oroville, Ca. 95965 (530) 534-0300 (530) 534-5269 �' MiTek Industries, Inc.; 7777 Greenback Lane " Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Wilson 14 Fax 916/676-1909 G The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: 821337512 thru 821337513 My license renewal date for the state of California is March 31, 2007. I I`t i r �OQRpFESS/pN�` ` ER S. T/ F LU 1 C 046433 EXP. 3- i } May 19,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss I c omponents shown. The suitability a nd use of this component nt for any particular building is the responsibility of the building designer, per { ANSI/TPI-2002 Chapter 2. { L; f j russ russype tyy00�Page17512 WILSON 14 A 7 COMMON 6 1 Job Reference (optional) Endeavor Homes, Orowlle, Ca., Marc Teer 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri May 19 10:07:33 2006 -2-0-0 ... 7-0-14 14-0-0 20-7-2 28-0-0 30-0-0 2-0-0 ..7-4-14.6-7-2 _" 6.7-2 ... - 7-4-14. - 2-0-p Scale = 1:51.9 4.00 12 4x55XI55x53I� 3x6 —10 - 9.,...,8 _3x81.5x4 II 5x8 — 1.5x4 1I 7-4-1414 0 0 20-7 2 28 0 0 7-4.14 6-7-2 6-7-2 . :.. 7-4-14 Plate Offsets (X,Y): [3:0-2-8,0-3-0] [5:0-2-8,0-3-0] [9:0-4-0 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft `; Ud PLATES GRIP TCLL 16.0. Plates Increase 1.15 TC 0.33 Vert(LL) -0.10 9 >999 " 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.47 Vert(TL) -0.24 9-10 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.64 Horz(TL) 0.08 6 n/a n/aBCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 114 Ib LUMBER BRACING TOPCHORD 2 X 4 DF No.1&Btr TOPCHORD Sheathed or 4-0-12 oc purlins. BOTCHORD 2 X 4 DF No.1&Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=1107/0-5-8,6=1107/0-5-8 Max Horz2=82(load case 5) MaxUplift2=-129(load case 3), 6=-129(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/32, 2-3=-2344/97, 3-4=-1613/86, 4-5=-1613/86, 5-6=-2344/97,6-7=0/32 BOTCHORD '2-10=73/2158, 9-10=-76/2152,8-9=-14/2152, 6-8=-10/2158 WEBS 3-10=0/293,3-9=-751/102,4-9=0/704,5-9=-751/103,5-8=0/293 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard pROFESSi S.wmC 046 3 X EXOMay 19,2006 WARNING - Ver(fy design pammeters and READ NOTES ON TRIS AND INCLUDED BUTEK REFERENCE PAGE MI --7473BEFORE USE. 7777 Greenback Lane —E-mDesign valid for use only with MTek connectors:Th's design is based any upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer -.not truss designer. Bracing shown CiWs Heights, CA, 95610 Cis for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Eva Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding isfabrication, quarity control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-89 and BCSI1 Building Component�ASafety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. , f, �l@kJob Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property j 34' *Center plate on joint unless 4 Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and , building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. N 15 3. Place plates on eqch face of truss at each a joint and embed fully. Avoid knots and wane � o 0 u �� 3 at joint locations. O 0- �� u U 4. Unless otherwise noted, locate chord splices O at'/, anellen length + 1 joint.) p 9 (_ 6' from adjacent joint. For 4 x 2 orientation, locate O C8 BOTTOM CHORDS C6 ~ 5. Unless otherwise noted, moisture content of plates 1 /8" from. outside edge J l J8 J7 J6 lumber shall not exceed 19% at time of fabrication. of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a hon -structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 4 X The first dimension is the width perpendicular to slots. Second 9. Lumber shall be of the species and size, and dimension is the length parallel CONNECTOR PLATE CODE APPROVALS in all respects, equoi to or better than the grade specified. to slots. BOCA ' 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / ar load transferring connections to trusxes are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at _ s® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. ® engineer. i ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 0 1993 M!Tek® Holdings, Inca [ [ H Job Truss Type ty 0 0 821337513 WILSON 14 ' AGE- russ MON 2 1ply ' 1 Job Reference (optional) Endeavor Homes, Oroville, Ca., Marc Tear - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Fn May 19 10:07:34 2006 Page i ,r.2-0-0 14-0-0 28-0-0 30-0-0 2-0.0 ., 14-0-0 14-0-0 2-0-0 Scale 1:5C9 4.00 12 3x4 - - 13 14 72 15 3x4 10 18 17 '. 3x4 . 7 8 18 19 8 ..5 21 4 .; 22 3 23 N 2 " - 24 ,. 25I y dt d - 3x4 = - - 44 - 43 42 41 -40 39 "38 `. 37 36 35 34 33 32 31 30 29 28-: 27 26 - .: 3x4 = 3x4 ... .... .. ._. 28-0-0 28-0-0 Plate Offsets (X Y): [13:0-2-0 Edoel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl ; L/d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.02 25 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.03 25 n/r " 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 24 n/a " n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 143 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.i&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-070 oc bracing. OTHERS 2 X 4 DF Std REACTIONS (Ib/size) 13=61/28-0-0, 2=235/28-0-0, 24=235/28 0-0,36=65/28-0-0, 34=65/28-0-0, 44=110/28-0-0, 43=96/28-0-0, 42=96/28-0-0, 41=96/28-0-0, 40=96/28-0-0, 39=96/28-0-0, 38=97/28-0-0, 37=96/28-0-0, 33=96/28-0-0, 32=97/28-0-0 31=96/28-0-0, 30=96/28-0-0, 29=96/28-0-0,28=96/28-0-0, 27=96/28-0-0, 26=110/28-0-0 Max Horz2=82(load case 5) Max Uplift2=-89(load case 3), 24=-98(load case 4), 43=-37(load case 5), 42=-8(load case 3), 41=-15(load case 3), 40=-13(load case 5), 39=-14(load case 5), 38=-14(load case 3), 37=-15(load case 5), 33=-15(load case 6), 32=-14(load case 4), 31=-14(load case 6), 30=-13(load case 4), 29=-15(load case 4), 28=-8(load case 4), 27=-37(load case 6) Max Gravl3=61(load case 1), 2=235(load case 7), 24=235(load case 8), 36=70(load case 2), 34=70(load case 2), 44=130(load case 2), 43=96(load case 1), 42=96(load case 7), 41=96(load case 1), 40=96(load case 1), 39=96(load case 7), 38=97(load case 1), 37=96(load case 7), 33=96(load case 8), 32=97(load case 1), 31=96(load case 8), 30=96(load case 1), 29=96(load case 1), 28=96(load case 8), 27=96(load case 1), 26=130(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-62143,3-4=43/53,4-5=-28161, 5-6=13/69, 6-7=0/75, 7-8=0/77, 8-9=-11/85, 9-10=-11/93, 10-11=-11/102, 11-12=-11/110,12-13=-4/115, 13-14=-4/114, 14-15==11/106, 15-16=-11/92, 16-17=-11/77, 17-18=-11/63,18-19=0/48, 19-20=-11/46, 20-21=-11/34, 21-22=-10/21, 22-23=-12/13, 23-24=-28/17, 24-25=0/32 BOT CHORD 2-44=-1163,43-44=-1/63, 42-43=-1/63,41-42=-1/63, 40-41=-1/63, 39-40=-1/63, 38-39=-1/63, 37-38=-1/63,36-37=-1/63, 35-36=-1/63, 34-35=-1/63,33-34=-1/63,32-33=-1/63,31-32=-1/63,30-31=-1/63, 29-30=-1/63, 28-29=-1/63, 27-28=-1/63, 26-27=-1/63, 24-26=-1/63 QFESS/ _ WEBS 20 293 69/ 00 21280-70/29, 22/27 =64 35 30, 70/30, �OQ S. 11 -37 =71/30, 15-33=-71/30, 16-32=-70/30, 1733164 9530, 18-30=-69/30, 69/30, 23-26=-90/23R i Q m NOTES C7 1) Unbalanced roof live loads have been considered for this design. ,t � C 433 M 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left a right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. * 7 3) Truss designed for loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gab] End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. C F� Continued on page 2 May 19,2006 '® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE JW -7473 BEFORE USE. 7777 Greenback Lane 40 -- Sure 109 Suite Design valid for use on with MiTek connectors. This design is based on upon parameters shown, and is for an individual building component. Design N 9 N Po P Heights, CA, 95610 moi_ Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown '. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the e erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component d44 MIT@film '. Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.. tions/ ' Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 1 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all c)ther interested parties. J2 J3 J4 2. Cut members to bear tightly against each 1 „ ' TOP CHORDS other. i/g r / c2 J5 3. Place plates on each face of truss at each Q cg joint and embed fully. Avoid knots and wane _ 3 O U at joint locations. �l 4. Unless otherwise noted, locate chord splices a O at'A panel length (± 6' from adjacent joint.) * For 4 x 2 orientation, locate O C8 a cb H BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design isnot applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibllityof truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. X The first dimension is the width to Second 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specifiecl. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACINGssccl 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, ` Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at _o® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. C ppV'ppd 15. Care should be exercised in handling, RE erection and installation of trusses. \ MiTek Engineering Reference Sheet: MII-7473 f ©1993 M1Tek® holdings, Inc. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property --01_� 3j4' *Center plate on joint unless Damage Or Personal Injury 11 i dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies bf this truss design to the plates to both sides of truss and building designor, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 1Y8 C2 ° TOP CHORDS other. 1� - -L - -= JS 3. Place plates on each face of truss at each W c4 joint and embed fully. Avoid knots and wane O G 3 0 at joint locations. U O U 4. Unless otherwise noted, locate chord splices O a at % panel length (± 6" from adjacent joint.) cs �� C6 O For 4 x 2 orientation, locate BOTTOM CHORDS 5. Unless otherwise noted, moisture content of plates 1 /8" from outside edge it JBlumber shall not exceed 19% at time of fabrication.' of truss and vertical web. J7 J6 6. Unless expressly rioted, this design is not applicable for use with fire retardant or *This symbol indicates the preservative treated lumber. -- required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to carnber for dead load deflection. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 4 X `4 The first dimension is the width perpendicular to slots. Second 9. Lumber shall be of the species and size, and dimension is the length parallel CONNECTOR PLATE CODE APPROVALS in all respects, equal to or better than the to slots. grade specified. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at sparing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and? or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at A 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. °if, '�e engineer. 17\87\1 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 0 1993 MiTek® Holdings, Inc.' STANDARD GABLE END DETAIL QRo� ro USAC - 20G 12/16/2005 PAGE 1 OF 2 MiTek Industries, Inc. Western Division HEATHING Y OTHERS) N 19 -DIAGONAL OR L -BRACING 9.34-06 r--- REFER TO TABLE BELOW �24" MAX 2TMOP.C. SEE PAGE 2/2 FOR 1110- 4X4 — ALTERNATE BRACING DETAIL arf��I7+ �. 1X4 OR 2X3 (TYP) OR 2X3 EACH FACE OR 2-10d �9 OF CAtiFO 2X4 LATERAL BRACING , TOE -NAILS AS REQUIRED PER FEB TABLE BELOW DG VARIES 2 3 112" �1 1/2" G' .3n A A TO COM M TRUSS H T NOTCH AT 3X 3x5= 24" O.C. (MIN.) DONT. BR m. TOP CHORD END %V CPAN Tri 6AATPU rMRAKAM, T01 100 ' WALL �IGID CEILING � NOTCH DETAIL MATERIAL DETAIL A LUMBER TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF = STUD/STD LATERAL BRACING NAILING SCHEDULE SPACING 2-0-0 LOADINgpsf) TCLL 30.0 Plates Increase 1.15 8-10-0 TCDL 10.0 Lumber Increase 1.15 - 24 INCH O.C. BCLL 0.0 Rep Stress Incr ` YES BCDL 10.0 Code ASCE 7-02 LUMBER TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF = STUD/STD LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 71_011 12 INCH O.C. 5-10-0 11-8-0 8-10-0 OVER 8'-6" 4 - 16d NOTES - 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT t -2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 1 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 6) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 6'-6". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERiAL.ON ONE FACE BEFORE NOTCHING iF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT e" O.C. IF STUDS ARE SPACED AT 24" O.C, AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q WARJUNO. Perify design parameters and READ NOTES ON WM AND LNCLUDED WTEIi REFERENCE PACE M -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. suite 109 Citrus Heights, CA 9587 Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding oil fabrication. qua6ly control, storage, delivery, erection and bracing, consult ANSI/TPn Quality Criteria, DSB•B9 and BCSII Building Component 0 Safety Information available from Truss Plate institute, 5B3 D'Onofdo Drive, Madison, WI 53719. MiTek i i MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. 5-10-0 11-8-0 8-10-0 16 INCH O.C. 5-0-0 ., - 24 INCH O.C. -i-n' - -n _ NOTES - 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT t -2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 1 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 6) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 6'-6". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERiAL.ON ONE FACE BEFORE NOTCHING iF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT e" O.C. IF STUDS ARE SPACED AT 24" O.C, AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q WARJUNO. Perify design parameters and READ NOTES ON WM AND LNCLUDED WTEIi REFERENCE PACE M -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. suite 109 Citrus Heights, CA 9587 Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding oil fabrication. qua6ly control, storage, delivery, erection and bracing, consult ANSI/TPn Quality Criteria, DSB•B9 and BCSII Building Component 0 Safety Information available from Truss Plate institute, 5B3 D'Onofdo Drive, Madison, WI 53719. MiTek i i STANDARD GABLE END DETAIL MII/SAC - 20G 2/16/2005 i 2005 PAGE 2 OF 2 � 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (TYP) _ 4 2X4 BLOCK' it S IMPSON A34 OR EQUIVALENT +4 . 2X4 S JD OR BTR SPACED @ 5'-0" O.C. SHAL BE PROVIDED AT EACH END OF LEDGE STRONGBACK BRAC , EXCEPT FOR BRACE EXTENDED 2X4 No. 2 OR BTR INTO E CHORDS & CONNECTED TO 2X4 No. 2 OR BTR CHIDS W/ 4 10d NAILS. MAX. N GTH = 7'-0" GABLE END 6'-3".MAX TO BEARING WALL' STANDARD TRUSSES SPACED @ 24" O.C. E' 04 �f CIVIL f ALTERNATE BRACING DETAIL OF CAL I NOTES FED U I 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 232X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0. 131 DIA. X 3.0" LIST) I THIS ALTER N A II TEr, BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1- MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG' 2• MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" OR QUALIFIED BUILDING DESIGNER. 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4-0 O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. 1 ' i, i maxnvNa.ve ® r•{ jy design pa arneters and READ NO T E3 0 N THIS AND INC L Design voAd for use only with MRek eonneclors. This design 6 based any upon ED�� PAGE dIIl•74T3 BEFORE pSg, 7777 Greenback Lane AppOcabtpty of design aramenters and yparameters shown, and h far an Individual building Suite 199 Is Ior lateral su pp Proper incorporo}Ion of component h responslblUfy of building designer- not truss des,g®er. Bcomponent. ing shown Citrus Heights, CA, 9561 erector. Addlfplonat pertndanenf brodng of he overall structuredaisithe r�esponshilfly ofraclnfthe buin"rilding dGles gner® or general guidance regarding It of the fabdy Information ation control, storage, delivery, erection and bracing, consult ANSI/fPii QuaUty Crlferla, 956•„ 9 and eral guidance neComponent Safety InlormaUon ovaitable from Truss plate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. iTekM ° ' —_