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072-150-035
Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: A.P.# �7�__ �J Home Manufacturer: ry,' Manufacture Year: 0308 Model Number / Name: Width: a%, (ft•) Length:f((CfS// FOOTINGS: Wood - pressure treated or foundation c 91e[ ] Other:[ ] SUPPORTS: Concrete block X Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state *n, approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations SINGLE WIDE Line1 -- - ----' -------------------------------------------------- MULTI -WIDE Line 2 Section 1 ------------ Line 1 Line 2 Line1 �� -------------------------------------------------- - ----------- Line 3 Section 2 --------------------------------------------------------------- Line 2 Line 4 ------------------ (triple wide only) Section 3 Line 2 Line 1 Piers: Snow Load: psf Minimum size piers: [2q ] X [ Z y ] Snow Load requirements may be obtained at Spacing maximum:. 0 "— http://www.upstate-ca.com/butte/butte county/ From ends maximum: U Insert AP #, view snow load in lower right corner. Line 2 Piers:Line 1 O enin s: Minimum size piers: [ JG ] X [ 2b ] Mini ier; Spacing maximum: ( 0 Require c si e ings over ` From ends maximum: 1 0 wide. Line 3 Roof Loads: Minimum size piers: Location (from front) Minimum size piers: Location (continued) Line 4 Roof Loads: Minimum size piers: Location (from front) Minimum size piers: Location (continued) l Z�l X 2�f'' Ly,X old" Zy,.x 24" 2'/"X q8" 2y"k L�f'' 2�` 2 y" Zy, . _ �;, y2, ��' ys �_7, 2Y'y yg'1 Zy" X W2" - 591-10" 3UILDINCi. t:P � i$10K APPROVED cel 0 0 N G O 117 1` 117 10 to N O M 117 O O u— DLE ZONE ONLY # ONLY) 1TH AND DIDDLE ZONES #/30# OR ABOVE) PIER gPPI FOOTING SIZE REQU.IRE�(5091N.)�� ply �P R FOOTING SIZE REQUIRED (SQ. IN.) PIER l�PI� FOOTING SIZE REQUIRED (SO. IN.) PIER ChFPER FOOTING SIZE REQUIRED (S0. IN•) N0. 0(LBS�) 1000 PSF f506 Ps " '2000 PSF ' S•�NO! IDBS, 1000 PSF 1500 PSF 2000 PSF NO. G(U3S,r 100 PSf 1500 PSF 2000 PSF NO' (L6S.) 1000 PSF 1500 PSf 2000'PSF 1 2000 288 192 144 3 4000 576 384 288 5 6000 864 576 432 7 10000 1440 960 720 2 2500 360 240 180 4 5000 720 480 360 6 8000 1152 768 576 8 12000 1728 1152 884 DRAKIHO p RRODUOT1 MODEL NO.t OG TITLE: CARPET PIER SQUARE FT.; KARSTEN SERIES KS66:U�- H«�Qe SUPPORT LOCATIONS DATE: 2.039 9/15/96 9998 OLD PLACERVILLE ROAD Sacramento, CA. 95827DRAWN By, SHEET: REVISED: Phone: (916) 36J-2681; Fox: (916) 363-4537 oRAWNo nti IH►oRwAnoN: STD AS OF REVISION DATE —Carole 9 —A 03/20/08 wwwAhekoretenco.com 71� cs-ra-iso-ops Xi2 Foundation System Installation Instructions for California for Ground & Concrete Systems HUD Wind Zone 1, 15 PSF Wind Load Seismic 4 By Tie Down Engineering Xi2 Ground System �rov�11� - .07c9- �50T Xi2 Concrete System Engineer Approval State Approval MANUFACTURED HOMEIMOBILE HOME FOU14DATION SYSTEM HEALTH AND SAFETY CODE, SECTION 18551 APPROVED SUBMCT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of Catiromia Sqwtmwt of Rmin4 and Community Devoetopment SIO OF CO ES AND STANDARDS BY RATS 0 SPA N0. 74ia Plan Approvd Exptra �f age 1 of 8 rton Drive Atlanta GA, 303,36 O OF Xi2 Foundation System Installation Instructions for California for Ground & Concrete Systems 4000—� HUD Wind Zone 1, 15 PSF Wind Load Seismic 4 By Tie Down Engineering REQUIREMENTS • These plans and specifications meet the requirements of Title 25 Section 1336.3 Sub Section A and 97 UBC Seismic Requirements, CBC 2001 addition. • Maximum vertical projection at sidewall is 9'. Higher walls may be used when the design loads are adjusted accordingly and approved by HUD. • Main rail spacing must be 75.5" - 99.5" * Except single sections 95" minimum • Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, and rim plates. The longitudinal component of the Xi2 system replaces end frame ties. Check manufacturers set-up requirements. • Maximum pier height is 48" pier. *Except for single sections 36". • Steel piers must be fastened to the I-beam with clamps provided with steel pier. • Systems must be placed as evenly as possible, no more than 10' from end of home. • Designed for 7:12 roof slope, *Except single sections, (20° - 4.37 in. 12" pitch). Additional Requirements for Concrete Systems • Poured concrete must be 2,500 PSI minimum at 28 days. • Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by 14" deep. Strip footings minimum is 18" wide by 14' long by 6" deep. * Xi2 components exceed HUD code 3280.306g "Anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coating...." Page 2 of 8 0 G) C Li 0 0 0 BSxOf Oo I O i 8Sx94 M ZL-095 '1d0 W 0 I O cl, C7______- N 3808OWM NI -NWA QD Z Z O J �o ~ I ZL-OJS00; c Q \ CO aO LLJ I tr U _ 'HO 19dQ. I z v.I w O - O d U N j . 0 uoOi -d .t I� 0- p m � N 1 o 0 O ,. I ---------------------- L �,.... a -.R... Luz • , ,�,.. �.,ta. :iT BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) ,538-7541 FAX#: (530)538-2140 WEBSITE: Www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. License Class: License Number: A a q _ Date: 2�2Contractor.rJC�, (-I , 6 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city,or county which requires a permit to construct, alter, Improve, demolish; or repair any structure, prior to its Issuance, also requires the applicant for such permit to rile a signed statement that he or she is licensed pursuant to the provisions of the Contractors Slate License Law (Chapter 9. commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects tl' applicant to a civil penalty of not more than Ove hundred dollars ($500).): t ❑ I, as owner of the property, or my employees wilh.wages as, )heir, sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Lew does not apply to an owner of property who builds or Improves thereon, and who does i such work himself or herself or through his or. her own employees, provided that such Improvements are not intended or offered for• sate. If however, the building or Improvements' are sold within one year of completion, the owner-bullder 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 Profdssions Code. The Contractors' State License Law does not apply to an owner of properly who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 am Exempt under Article 3 of the Business and Professions Code r• Dale: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: i O 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. 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. Policy ❑ 1 certify that in the performance of the work for which this permit Is issued, 1 shall not employ any person In any manner so as to become subject to the workers' compensation laws of California. and agree that if I should become subject to the workers' N compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage.Is4 unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to 'the cost ofj compensation, damages as provided for In Section 3706 of the Labor' code, interest, and attorney's fees. ' PERMIT NO. BP043584 Issued Date: 02/02/2005 APN: 072-150-035-000 Site Address: 3 RUTHS CT ORO Map Index: Description: NEW MH ON PERM FND(2551) Owner: DIAZ XAVIER F & KELLIE J 90 CANYON HIGHLAND DR �.•;h OROVILLE, CA „t� 95966 530-534-1765 T 'ItN'1l4 ' W r Applicant: EXECUTIVE HOMES ' 3042 ESPLANADE CHICO, CA 95973 (530)891-6992 i•• Contractor: EXECUTIVE HOMES D 3042 ESPLANADE CHICO, CA 95973 (530)891-6992 License #: 640583 rArchitect: Engineer: Total Square Ft: 2551 S.F. Valuation: $165,815.00 Census Code: F7 fitted i CONSTRUCTION LENDING AGENCY (. I f, ,This pem I hereby affirm that there is a construclion lending agency for the 1 I Il , t kesolutic performance of the work for which this permit Is Issued (Sec 3097 Civ.) Name: By. PERMIT'. Address: ON:• 'Gs provisions of the Bulla Cnunly Code And/or fees have been paid. Date: -9-71 S, O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. j Notification In accordance with Section 19827.5 of Callfornla Heallh & Safety Cdde`ls,nol applicable to the scheduled construction of this project. O 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 -1 am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it Is unlawful to alter the substance official form document of Butte County. I hereby authorize repre lives of Butte Count to enter upon the above mentioned property for Inspection purpos Is. -PrInlName: 'Slgnature: Dale: 0 Owner 0 Contractor ' ' 0 Agent for Owner 7 Agent for Contractor 1lI1'1"1'I�� COI1N7'Y 1) le, PAlt•1'1NIIP, N7' 01? 1)EVVA, 01'1%4EN7' SEitVICES 11(IILDING 1'ERAll IT A1'1'L,ICA7'ION AND S11111A11'1" I'AL REQUIREAIEN•I'S 24 LIOUR INSPECTIONP: OROVILLL: (530) 538-7636 • CHICO: (530) 891-2834 OF1710E #: (530) 538-7541 A FT- 111ILL Ills REQUIRISD AT TIAIls 017 APPLICATION OWNER Name 4 L/I 4 /tel` r'. 0 Z Address vftiS C City OrOVt Il— Phone 53Y-1765 Stale ZIp13-166 ✓ Fax E-mail CONTRACTOR Name 6 (_ /f ✓e. i /neS Address 70 y 2, F—S A& City ul , CV one LE-mall Slate Cd zip, �}S/ %3 Fax �/�11_ 757.3 Address Lic. Yo 3 Clas, •r t� % APPLICANT NAME Name , 2C��✓2 ✓ales Address City Stale L4 Zipc`S_�6G Phone / Fax ��C7�� E-mail APPLICANT SIGNATURE X For office use onl : ARCHITECT/ENGINEER Name Occ. ye Address Subdivision Name City Page la 0- Zip r,one Fax mall Slate License IJumber APPLICANT NAME Name , 2C��✓2 ✓ales Address City Stale L4 Zipc`S_�6G Phone / Fax ��C7�� E-mail APPLICANT SIGNATURE X For office use onl : Zoning Flood SRA Yes too Occ. ye e Cons(. Subdivision Name ook Page Lot 11 Planner Dale Approved: vvx= run zimsmi I I AL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRymis.doc Page 1 of 2 PE1ZA1IT NO. BP 0435 BIN # LOCATION AP/1 07�-1Sv•-�3,� Propel lv Address Cross Street cS;ivn ve WORKER'S COMPENSATION Policy Number 15h 1v ers Carrier - N3) W 3o,2 If hhIng anyone other than license contractors, a certincate of worker's compensation must he shown at the Ume of Permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �11�✓l 7� Sq. Footage- ❑ Structure Built wit lout Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION Or AI'I'LICATION Applications for which a permit has not been issued will expire one year alter the dale of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. RI?QUES7' 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 bq Ail1011ltl: `� ! �1�1�,�, EEEE Bldg— do q. g SRA Receipt 11.4K 0. Sheriff l/ �v �9' 56 SMIP Dale: ��'1 a Other r �/ �{p Total REV 4-30-04 o61117 CY43s &� 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 OWR:NE, Q Z ASSESSOR PARCEL NUMBER 0_7a - J ha �J Proposed Building Use: D."A-r t Counter TechniciFVDate: ( V Items required in order to apply 0 a permit. ' II boxes MUST be checked OR marked NA in order to apply. 1] 1. Site plans, 3 or 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 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. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 211 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... M ........ rosion Control Plan Required........................................................................ - 21. ees as shown on the attached Schedule of Fees Due Sheet .............................. 2. City of Chico Plumbing permit....................................................................... 23. California Department of Forestry plan approval aid. Sent by: ............. 5F 24. Planning approval (A) Use: 0L (B)Parking: (C) Parcel Check:2 1 0`I + s9 C>4- ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. -- 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for required....... ❑ 29. Contractor's license in (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... Letter of Signature authorization......................................:............................. 3. Recorded copy of Agricultural Acknowledgment Statement ..........................I ...... :2-2-65 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephoned / �� r�' and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: -1 A, , Date: /.:?-,a - O/ 1. Index permit application for the above ite s nu bered: ✓ / Plan Check -Letter - 2. Additional items required r ontractor signer, owner, was advise of the above data by phone, ❑ mail, ❑ counter, by -4t! -Date: /- %Q-_� S ontti Tactor, designer, owne w s advised of the ab ve ata by ❑phone, ❑mail, ❑ cou to by Date: Plans reviewed by: Date: 1 Plans approved by: Date: / O Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.N. USE GAILY1 $802 Pion Attached Floor Man Amachod Sent to 8.0. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private W II ✓ Clearance for dwelling. Other •FAfftJ deVt77'*2 Hold final for: Final clearance O.K. for: NOTE: / C c ironmental Heal Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNERD\A.P. # PROPROSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due...................... --- Additional Fees Due........... [an Checking Fee.... $ DISTRICT FEES nrD � �j7� , DI District Office) (form available after Plan Check) C(/� FEES (paid at Building Division) %� 2v6 e AM ......... X $360.00 =$�`� Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $�9'�1L1(paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Co ercial (sq. ftg.) ......... X = $ Sq. Ftg. ( Amt. 1 .OTHER At ti of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) o i I ' 0,QBUTTETYSCHOOLS IMPACT FEE CERTIFICATIOI M i f (One form per Building) � ;• ) Q School District / Building Department No. �� v , A.P. Number ��� SO �Jurisdiction: I City V County Property 0%Aer Property Location/Address Subdivision Lot No. :.......................... _.................................. :...................................... Residential DevelopmentQ Q No okiving Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # ' *(No foundation inspection) Commercial/Industrial Q Q New Addifion Sq. Footage (Group R) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) 2F U Date District Identification No. a Y'Q J. 2 fM School District certifies that A. J , r ► �_ (Applicant) 1 F (Street Address) (Phone Number) 6 r,e �; llo Ct sat (a to (City) (State) (Zip Code) Z� has complied with the requirements of Resolution No. 03—e by payment of $ K `E representing ;,�5 s tr square feet. 2926 i FULL MITIGATION s School District Repress tative Date Paid by Check # a 'Remarks: n —I �1— S O Notice: You may protest the Imposition of the fess ktentiflsd above by submitting a wrtt en protest to the District, In compliance with Govennne rt Code section 66020(a), within 90 days from the date fess are paid. Failure to submit a timely wrlttan protest wiil'prohibit you from ehalkmping the I iposlllon of the fees In any court action. H, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the school DhMid Is m MR 'by the sppikwbie Local Planning Agency that this project Is being rwlswed under the California Envlrorrnmtal Quality Act (CEQAh this project may be subject to additional school fees to fully mifiptte.its Impact on the school district's schools. White (applicant), Yellow (building department), mink (school district) feeform.xds (10/03)dmm NOTICE TO ASSESSOR HCD 433(8) THIS FORM MUST BE COMPLEDTED BY THE OWNER OF A MANUFACTURED HOME MOBILEHOME OR COMMERCIAL COACH AND FORWARDED TO THE COUNTY ASSESSOR UPON COMPLETION OF THE INSTALLATION OF THE UNIT ON A FOUNDATION SYSTEM PURSUANT TO SECTION 18551, HEALTH AND SAFETY CODE ORIGINAL PURCHASE PRICE FOR: o� The Basic Unit s Z 7, 3 Optional Equipment & Upgrades Subtotal $ Ac 1,51,s�or�y S6vctures $ Other (Specify)_ Delivery & Installation $ /n e— �[ - TOTAL SALES PRICE s % 7 DOES THE BASIC PRICE INCLUDE: The Towbar(s) ❑ YES [n NO Tires & Wheels ❑ YES ET -NO Wheelhubs & Ades ❑ YES D -NO LIST NUMBER OF ROOMS: Bedrooms Baths Kitchen Living Room 'Dining Room Family Room Utility Room Other Rooms Type of Exterior Wall Covering: a�. (l (Metal, Wood, etc. Type of Roof Covering: \ �Y�A 5 ! I/% J (Metal, ood, Composition, etc.) Heating Type: Forced Air Air Conditioning: YES Evaporative Cooler: ❑ YES Built-in Cooktop: ❑ YES Built-in Oven: s Built-in Dishwasher: r❑l IJ YES Built-in Wet Bar: ❑ YDS Refrigerator. YES Root Omedmrg(Eaves): ❑'VES Furniture Included: ❑ YES ❑ Floor or Wall ❑ NO Tons Lf NO ( NO ❑ NO NO ❑ NO ❑ NO _'4' Inches 9'W10 Value $ Carport: ❑ YES [TNO Awning: ❑ YES ET—NO Porch: ❑ YES 0' Garage: ❑ YES Storage Shed: El YES �O Skirting: ❑ YES DINO The sales price as shown does not include any amount for any in-place location. The Assessor's Parcel Number of the installation site is (> 7-;2L (Sig a ure) (Address) (Telephone) (LENGTH X WIDTH) x L14E4LFEET �' Q�PpRTMEA/T D.o %6UTTF 6 �i, o o - o l 0 %� < 1 o c "�owo AUC WO¢p ®epart.enf .0 o u n t 1 J. Michael Crump, Director Publi-c f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgernent LLESS THAN a' ACRE Project Description: Project Location and/or Parcel Number: v -5S 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 StormWater 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: E Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 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.neAdds PERMIT NO. BPO51347 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty *of perjury that I licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 07/20/2005 APN: 072-150-035-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 3 RUTHS CT ORO License Class: License Number: Map Index: Date: Contractor: Description: garage / shop (856) 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: DIAZ XAVIER F & KELLIE J.,..,•• '- - �- - '� permit to construct, alter, improve, demolish, or repair any structure, prior -• , . . ` , _.. - f . . 90 CANYON HIGHLAND DR r''� to its issuaricb:-.also requires the applicant for such permit to file a , ,"_ . . signed statement tfiat`he or she is licensed:'pufsuant to the; rovisidns of-, ,OROVILLE, CA'-- the Contractor's State°License Law (Chapter 9 commencing with Section. 95966 7000) of Division, 3,,of'1 a Business and Professions Code) or that he or she -Jig exempt therefrori'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-,off. ergd,.fQc.,sge,(Sec:7044„Business•and,,pr.ofessions„ ,,„,..,,�•,Appllcant:,,DIAZ XAVIER_F.&,,,KELLIE..J,,.. Code: The Contractors'- State License Law does not apply to an 90 CANYON HIGHLAND DR 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 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.). ❑ -. 1, as •owner,,..of..<the-property,.-am.:exclusively -contracting with . licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does 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 am Exempt under Article 3 of the Rusiness and Professions Code Date: 'Owner. r License#: ` tNORKERS'.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. ...., O I have and will maintain workers' compensation insurance, as .... - .,Engineer: w ... ._ ... , 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: 856 S.F. Valuation: $20,544.00 Policy#: Census Code: ❑ 1 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 q forthwith comply with those provisions. Date: u� f 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 code, interest, and attorney's fees. .. ... . CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda BnrVor I hereby affirm that there.is a.construction lending agency for -the ve been paid. Resolutions to do work indicated above for which f s�M, performance of the work for which this permit is issued (Sec 3097 Civ.) 1� { �-pName: By: �1�/ elf L )'liiTte/� Date: -7_ 20 V� PERMIT EXPIRES ON: _�� -% - 2— ”(nG Address: Date O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state -laws relating to building construction. I acknowledge it is unlawful to alter. the substance of any official form or document of Butte County. I hereby authorize representatives o`frButte County to enter upon the above mentioned property for inspection purposes. PrinLName v �( �/� Signature: Date: Owner 0 Contractor ❑ Agent for Owner ❑ Agent for Contractor l BUT C UNTY yn DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION _ d ) G` Website: www.buttecounty.net/dds� ,'/}�• **PLEASE PRINT CLEARLY APPLICANT NAME CONTRACTOR OWNER Last Name I Zip First Name Fax State Zip _ AddressCr © C A 1161�_kG City Lic. # Class Stat ZipG`51 Phone Fax �'2 i E-mail APPLICANT NAME CONTRACTOR Name City Address Zip City Fax State Zip Phone I Page Fax E-mail Date Approved: Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone I Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name /��L� 77 Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X t For office use only: Zoning I A7—°;_j Flood Zone I SRA Yes ANo Occ. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts. oc PERMIT NO. BIN # LOCATION AP# Property Address City Cross Street V%A v�,5 c 9-/-r WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by' Amount: / Bldg SRA Receipt #: " Sheriff `Y l SMIP Date: � �j b� ` r Other Total REV 2-24-05 7 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 inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. } ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 FORMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS/O/U' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: I ASSESSOR PARCEL NUMBER67 Z S70 ^0 3, Proposed Building Use: /�2�GC� �h�� Permit Technician: t�� Date: -!;1--2_3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Iry 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �p r/ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. \ ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. b V 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. O 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 0 9. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Letter of intent for non-residential` buildirigs \ ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. O 14. Other All of these Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico ❑ Oroville, as applicable O16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan�apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 0 19. Erosion Control Plan Required........................................................................ '�pZN 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 21. City of Chico Plumbing permit........................................................................ 0 22. Site plan and business license approval from the City o Iggs-�......... t 23. California Department of Forestry plan approval aid. Sent by50�� - .-P S- 24. Planning approval for (A) Use:.6")Parking: (C) Parcel Check: ........... . heck:............ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form.....................................................................:....................... 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... 0 29. Worker's Compensation Carrier and Policy Number .......................................... I A J 30. Owner -Builder Verification (_ Given to owner, -Mailed to owner) ..................... 0 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 0 33. Existing violations and/or expired permits.. ..................:.................................... ❑ 34. Deed Restriction.......................................................................................... 0 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... 0 36. Other: ❑ 37. Other: When issued Telephone Av/L=� I>lAe7 and hold for pickup. I have been informed o the above items and requirements for obtaining a building permit. Applicant: 1. Index permit a plicali or the above items numbered: Date: � 2. Additionartems r Plan Check Le er Contractor, design owner, as advised of the above data by phone, ❑ mail, O counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: phone, ❑ mail, ❑ counter, by---- Date: Plans approved by: Date: - �- Structural approved by: Date: Yellow: Building Division COUNTY OF BUTTE DPP DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER IA— A.P. f# 07 PROPROS BUILDING USE �AFiL�/ 5�7�0 DATE RECEIPT # DATE REC. 000000 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $_ aq. r tg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ H CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # 8'(p5id at Building Division) 8. SMIP 9. OTHER 10. OTHER 11. OTHER At 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 7/F3_/ ' - Pursuant to GovernmeneCode Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) Butte County Department ofDevelopnelit S'ervi'ces °�urr�0 7 County Center Drive ° �< ' ° Oroville, CA 95965 0 ° �`. (530) 538-7601 Telephone ° „`-�°��~ �� ° (530) 538-7785 Facsimile BUILDING PERMIT 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 regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 0 1 need to submit applications for septic and/or well to Butte County Environmental Health immediately. 0 1 ani required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. 0 1 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: XC �_11_-)-J>l�-� Building site address: -�*� cv-q, 2P&1Aq= Cf- APN: 0—Y -Z— t5'6 -031j Permit No.: 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: 0 -_ F1_2 �/2 SIGNAT E LICANT DATE 4 Copy to Applicant/EH/File K:Forms/B1dgPermitwithoutCleamnces 020705 P °��uTTFo� ° N\1 AC'd u t4l s �L/c W�R� Department .0 o u n t J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge, Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement jLESS THAN 1 ACREI Project Description: Project Location and/or Parcel.Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. V Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 p�QPgTMENT �c 6% Tr �o oo o c �\ IDI v® �t.lC yy09�6 Department ..0 o u n t y J. Michael Crump, Director Public Works f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 0 National Pollutant Discharge Elimination System (NPDES) Phase Ii Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACREI Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality .Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. V Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 c. :�' `P��]]>.,.��jj���.��f cs.... Ti, ,>.�i±,Tya� La Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this infonnation at your earliest, opportunity to avoid unnecessary delay in processing and issuing your building permit. No building pernnit 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 [J NO [ ]. r—' 2. I HAVE HAVE NOT [ ) signed an application fora building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S, LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. 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: PROPE DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County- Department of Development Services ADMINISTRATION t BUILDING ` GIS ` PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile ri IBM at 13 INES 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 Intemal 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 contractors 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 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. iW` Micel C. Vieirl C.B.O. M ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. LONGFELLow LUMBER CO. INC. Quality Truss Design e. Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530),893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Xavier Diaz Address: #3 Ruth's Ct. Oroville AP#: C -20E (Rev. 3/03) Job No: Diaz Garage (Ruth0916) ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 IBUTTE COLWY Portland,J6 INGDEPARTMW- (503) 254-02 & PR� - VF 28-0-0 Longfellow Lumber Co., Inc. 89 Loren Avenue Xavier Diaz Diaz •� (HWY 99 to Entler Avenue) Job Name: C�pRAcJE Chico, Ca. 95928 Address: .43 QHS C: � , Job: city: okzo ,.r 11 e, RUTH0916 Phone: (530) 893-0112 1 jFax: (530) 893-0140 1 1 Scale: Not to scale Date: Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property f 1 3/Q ' Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are in Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, properly securely seat. TOP CHORDS owner and all other Interested parties. a "N-0 2. Cut members to bear tightly against each �/a" —► �-- ,� o other. Q: O w o 3. Place plates on each face of truss at each o Joint and embed fully. Avoid knots and wane aat 01 joint locations. ' For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices rca C, C, plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint,) truss and vertical web. - BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication, required direction of slots In 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, AROUND THE TRUSS STARTING WITH THE LOWEST JOINT 7, Camber is anon -structural consideration and 'For tabular plating format refer to the FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension Is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified, dimension Is the length parallel HUD/FHA TCB 17,08 10. Top chords must be sheathed or purlins provided to slots. at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ff. LATERAL BRACING ICBO 1591, 1329, 4922 spacing, or less, if no ceiling Is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks materials. TM _ Fes^ , �`�fgfcol5struction Indicates location of Joints at NnA which bearings (supports) occur. MITek Industrid'$Ait]`G L d ' i ,�ppar3ot iruor�after truss members or plate without J � prior'approJal of a professional engineer. 3 r .+t �� 95. -are should be exercised in handling, erection TM and installation of trusses. HYDRO -AIR ® PANEL ®n GANG-NAIL ©1993 Mitek Holdings, Inc. Ix4 CONT BRACE AT BRACE 19q-eER5 LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE IN 2-Bd NAILS GABLE END STLV 2x4 HF 5TRONSBACK MAIL TO LED6ER PU IOd 9 12' OL) — 2x4 HF LEDSM MAIL TO VERTICAL IN IOd NAILS) y1� `–A35 BRACE TO FLAT X\1P F—H-3 AT 48' OL. NOTE: TH15 DETAIL MAY BE USED FOR TRI165E5 WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATIN6r USE (3) - 2' KRE STAPLES (0.012 DIA115 &A) TOENAILED THRU CHORD INTO WEB Z THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t MU W5T BE PLATED. `f �' � Ee�e 18693 14' 2xb DIA60NAL BRACE 0 48' O.G. ex4 awe. 3-IOd NAILS EACH END MAX UNBRACED LEN&TH OF &ABLE END STUD. (2x4 FIR-LARUU - STANDARD = 5' -II' yOPP! ii an ,,, LA- v s TC DL 15.0 PSF NOTE: 6ABLE END DE516H BASED BG BG LL PSE LL OA PSF ON 15 MPH WIND, EWOSt)RE B' TOT.LD. 50.0 PSF AT 0-25 FEET MEAN HE16HT. DURFAC. 1.15 TYPE OF JOB DETAIL JOB NAME Low.-ff .ow wmBm CITY, 5TATE CHICO, CALIFORNIA Date: 10 -IB -02 Gary Hawkins ARCHITECT Drawn: AK f!, (530) 892-2700 Job no.: 02-116 1370 RIDGEWOOD OR..'STE.10 Fm:(53c�93-0532 CHrco, CA 95973 garyarctAis cglobalrnet May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with l Od nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. FE 10 NG Redo ngN 2�� Western Operations RY/ek JobTruss SPACING 2-0-0 Truss Type Qty Ply Xavier Diaz / Diaz Res. - I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 R1653809 RUTH0916 G1 FINK q i MT20 220/195 - TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.33 Job Reference (optional) uunymnuw s.urnoer s V., Blq.bChico. Ca. 95928-744av, ueanna penman 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue 4ao 7 08:51:26 2005 Page 1 -2-0-O1SYYli 7-2-13 14-0-0 20-33 28-0-0 30-0-0 2-0-0 7-2-13 6.33 6-33 7-2-13 2-0-0 4x6 II 4 0.0-0 3x4 = 3x4 = 3x4 = 0.0-0 35.14 9-45 35-14 Scale = 1:58.6 N i� LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.18 8-10 >999 240 MT20 220/195 - TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.33 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 126 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 6=1026/0-3-8,2=102610-3-8 Max Horz2=112(load case 4) Max Uplift6=99(load case 5), 2=99(load case 5) BRACING TOP CHORD Sheathed or 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=1293/86, 3-4=1118/158, 4-5=1118/158, 5-6=1293/86, 6.7=0/26 BOT CHORD 2-10=10/1108, 9-10=0/754, 8-9=0!754, 6-8=0/1108 WEBS 3-10=297/43,4-10=921462, 4-8=92/462,5-8=297/43 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 59 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® WARNING - Vert jy design parameters and READ NOTES ON THIS AND B9CLUDED SDTEK NEPERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters 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 responsibiility of the erector. Additional permanent bracing of the overall structure Is the responsiblilty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 5B3 D'Onofrto Drive. Madison. WI 53719. Q?,pFESS/ON ��� ,DON G yG�F�c 919 IT OF CAL May 17,2005 7777 Greenback Lane • Sufte 109 Citrus Heights, CA, 95610 MiTek® X",e% Tradition Series Modei"7684F 3 Bedrooms • 2% Baths • 2,551 Square Feet Butte County' 68-6^ ;Environmental Health 0 h- Zate ENrrrr ` A I LL MAZER �li� MA --PORCH-�- 76'-8• X 6'-O' Signature EDROOM M. O'a� ! 1 z 6^xta-fo" DOORS V O BATH 11 a. IIS IIS Ila II � � s I LIVING ROOM 1 WALK-IN I I CLOSET I I 71'-6•X10'-8• I I 40'-O• LINEN I 1 I LLL ---1 1 GUEST CLOSET I PLANT SHELF ---------- --------- Or 5E R BEDRBEDROOM DINING 1r-5•z7z-a^ U 10'-9"X 12'- AREA 73•-70• x 7r -a- WALK-IN CLOSEr .. ' - ENTRANCE 1 •I �3 FAMILY ROOM c Ila I� I I I 3 BAR ISLAND ;MORNING .� ROOM1 ' KITCHENTTI 1 PZR =P ' ® OHD W/SHELF 1 OyT I�w aHD o- • j �a LLI v LU ca ASk 401 ! LU Fleetwood:Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only.J;1e length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. . e t TR/31/AUG04 ORDER NO. BU -174773-3 EXhibit "A" DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL Is PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 65. PARCEL IIs A 60 FOOT NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES OVER RUTH'S COURT, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN ' THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1983, IN BOOK 93 OF MAPS „ AT PAGE(S) 65. EXCEPTING THEREFROM ALL THAT PORTION LYING- WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. I a r BUTTE.COUNTY MAY 2q DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION. AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#:O FOVI #L(530) (530)'538-7 )' 7j 4 636 • CHICO: (530) 591-18M 1 5 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** APPLICANT NAME CONTRACTOR OWNER Last Name Address Zip irst Name Fax State Zip Phone Address 0 CA, E mail City 06?� ,�� 4 Class State: Zip�S-� Phone _C Fax T E-mail to -Co' APPLICANT NAME CONTRACTOR Name City Address Zip City Fax State Zip Phone Map Book Fax E mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State. Zip Phone Fax E-mail APPLICANT SIGNATURE X t For office use only: Zoning Property Address �" Flood Zone I SRA Yes No Occ. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: PERMIT NO. BP 0S-/3 BIN # LOCATION t� r-- 2Dl / -- Property Address �" City l( Z Cross Street W\�v�;5( atm Jzfl2. WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMEN 15 L` K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Receivedby* Amount: t� r-- 2Dl / -- Bldg SRA Receipt #: Sheriff SMIP i' Date: � � � � (i/..�� V Other Total REV 2-24-05 CDF FIRE SAFE REQUIREMENTS AP# 072-150-035 PERMIT # 05-1347 NAME Diaz Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards VI Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] 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] 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 radius. [Xj Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C D F 0 Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for r in these standards, annual maintenance must be provided for by the landowner. r [X] 1. 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. r r [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: R ✓ Class A or B roof ✓ Enclosed eaves If Building Setback is Less Than 15 Feet E [ ] — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: l`Cl ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o . Metal o Other Butte County Fire Department approved materials E [] .M 06/15/05 Darren Read Date Signature �` i CDF FIRE SAFE REQUIREMENTS .- AP# 072-150-035 PERMIT # 05-1347 NAME Diaz Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures' (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] 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] 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 radius. pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [Xj Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800jeet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C M,J F R E Q U I Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for r in these standards, annual maintenance must be provided for by the landowner. r [X] 1. 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. [) - 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof R ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — E ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: (� l�Cl ❑ Metal or no doors on side toward property line with insufficient setback ❑ -Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal r o Other Butte County Fire Department approved materials M E N 06/15/05 Darren Read Date Signature T LJ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance a v Owner ation Plan Approved for: Sewage Disposal r Water Sup Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: E.H. USE 0 Plot Plan Aneched Y Floor P%n Attached Seem to B.D. / .. Public Private Well V oo i_, f _a _+ Environmental Health Specialist Date tk SITE PIAN REVIEW APPLICATION j,Date: S" o y AP# Permit Number (if applicable) 3 APPLICANT IIVFORMATION Parcel Size: Owners Name: Xan e,, `� �c L A�t-L Owners Address:/ls722& ' Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel 10 Mobile Home Pk,,m,iy.��,-, - 10 Residential Accessory ❑ Permanent Second DwellW ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial z 4 ❑ Industrial Addition ❑ Industrial Remodel Other ' ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved* By Date r Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: _ • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ ❑Administrative Permit Minor Variance ❑ Variance —------------- —---- ---------------- ------------------- ------------- ------------ ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ' S Applicable Building Setbacks: Front Zoning Code �, Streets & Highways Fire Prevention Subdivision Map Side(tQ Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire " ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 " ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel - '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 11 Subdivision Map/Parcel Map: Map Date of Recording: X D 3 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: ' 9 3 Page: & 15 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic .fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 7. Page 4 of 5 . L F o ❑ .« x 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 S F2 sb iv. lfeoef NBg•as'/a"w (?)(MJ k\ 1 �Fh / I � I ss.4o' I 5B/b4 •Bt-! 1 A•BB'1''B• �•�/' R•300'0� L•AB1B1' \ �•. TY ' I$ OCEOED TO BV_T(E COLINIT SEE O[I\A/L .V97.1/"SBE 4.97 4C/IK \ •A. 38 r/I •\\/83./9' yl t94.IL' 'A �DO�. LA•C Ufilir%/K DQE? EOYEo \� -'b\\\ �" I � / /A/OFE05 dN0 /SNE?EBYOfFF?f0 ' � \ II/ fO.PDEO/Cdr/ONIOFNf IO!/NlY II OF9Ul7E Ezd. 3. YBedB10/'? ff lG7G L _ 10SSL _ _ _ _ I------i/wV•.ve•fYP f4d.Oa' e E --- d9 Pe? e/M6B, I U4s5�.f 9H, OBMOB 4" ar.P /NSA)E n76'LP. BRASS D/SK MISSING SET LS HOB TAB Lff Roaa >'9� .v �_ Pe"O.R. IIP A" 7704 b7 E�?X?X^fJ 770/. z6' — taf/i'iR �is~oaii yr �ewai�vsvj jl \ T9M t4 ...<`• / li,. .n � A•s �F A: ;' Lam•'? :4•,•• F�4 \ _� AIM&F: 7NE?E /if NO EV1*,fWE Of OIOf/f arj9f4jF1AF6f MAMA C/N.OTfR.IY,rf/1491 E MF fC &' C/Nf OF TX/E ma OF 4fCr/ON 3/r drew P.IReEt f /, Z, O 4• TdKEN d s Ne9'00'17 F 9f7/VefN F9//N0 MOA/UMENr? 4410WN ds PER s9 MOPS GB 0/470AIeM 6UOWN O?E C?/O, MUI T/A'Y 617/0 7/MES /.0001ef6 TO 09Td/N SU?Fd Ce SURVEYORS CERTIFICATE 0. 0~55 Wlf MAPMIalPeE/N?IOMMI000NOf?AIYOiReff/ONd O TN4Nec e�O sc.7YeY.wrnvravArAAare Avrnvnvi.wlpuiz ^'e COUNTY SURVEYORS CERTIFICATE susav r/oNMAI•ArfAA.D Lxdt aao%veArE Arrive? a.na AV NIL. B//s,/•/MEENYf1AfI THIS MAP CONFORMS WITH THE REQUIREMENTS OF THE SUBDIVISION fK1fT/Nf/ArrYCew<OPNfrp lU/AMECYfO RIGwYtrY MAPACTAND LOCAL ORDINANCE. - DATED:-S61T.-27, 19A3 >tNAPTivs MOP•, /i ewK _ ALL AI6N'/MEMff IfGtlNN AAEM1Le CXAOIY�iyq J¢ THE 80 OFFER OEOIGATION 19 NOT ACCEPTED AT /iA1/T//OHI plO/Gdrew. OIED. N \ ;� TX19 TIME. . T rWANAWMRNr1I dRB Jr/li/l/IAIT M /N/AI,C A'ETQdflD. , CUY CASiLEBERRY i1GE 1,Xw COUNTYSURVEYOR L EGEAFD Y / - 5E7//t'?F9d4"C9 aaOB \ • - RX/NO MONUMFN7d9NOlf0 O - Po/N70Prf?MINE?ONLY QI) - MF05U?f0 (?) - 59 Ma PB BB (?r) GB MOAfGB 07 MOPS fO (a.) 717 MOPS 14 (C) - COCcUCdrfD L06GT/0M MGP .V97.1/"SBE 4.97 4C/IK \ a,� RUINS couRT S l/O CDR. 'A �DO�. LA•C Ufilir%/K DQE? EOYEo \� -'b\\\ �" I � / /A/OFE05 dN0 /SNE?EBYOfFF?f0 ' � \ II/ fO.PDEO/Cdr/ONIOFNf IO!/NlY II OF9Ul7E S09 i9'f7•W a/a7, '• \ �T L _ 10SSL _ _ _ _ I------i/wV•.ve•fYP f4d.Oa' e E --- \— � �� '`Y) AI Lff Roaa >'9� .v �_ Pe"O.R. IIP A" 7704 b7 E�?X?X^fJ 770/. z6' — taf/i'iR �is~oaii yr �ewai�vsvj jl \ T9M t4 ...<`• / li,. .n � A•s �F A: ;' Lam•'? :4•,•• F�4 \ _� AIM&F: 7NE?E /if NO EV1*,fWE Of OIOf/f arj9f4jF1AF6f MAMA C/N.OTfR.IY,rf/1491 E MF fC &' C/Nf OF TX/E ma OF 4fCr/ON 3/r drew P.IReEt f /, Z, O 4• TdKEN d s Ne9'00'17 F 9f7/VefN F9//N0 MOA/UMENr? 4410WN ds PER s9 MOPS GB 0/470AIeM 6UOWN O?E C?/O, MUI T/A'Y 617/0 7/MES /.0001ef6 TO 09Td/N SU?Fd Ce SURVEYORS CERTIFICATE 0. 0~55 Wlf MAPMIalPeE/N?IOMMI000NOf?AIYOiReff/ONd O TN4Nec e�O sc.7YeY.wrnvravArAAare Avrnvnvi.wlpuiz ^'e COUNTY SURVEYORS CERTIFICATE susav r/oNMAI•ArfAA.D Lxdt aao%veArE Arrive? a.na AV NIL. B//s,/•/MEENYf1AfI THIS MAP CONFORMS WITH THE REQUIREMENTS OF THE SUBDIVISION fK1fT/Nf/ArrYCew<OPNfrp lU/AMECYfO RIGwYtrY MAPACTAND LOCAL ORDINANCE. - DATED:-S61T.-27, 19A3 >tNAPTivs MOP•, /i ewK _ ALL AI6N'/MEMff IfGtlNN AAEM1Le CXAOIY�iyq J¢ THE 80 OFFER OEOIGATION 19 NOT ACCEPTED AT /iA1/T//OHI plO/Gdrew. OIED. N \ ;� TX19 TIME. . T rWANAWMRNr1I dRB Jr/li/l/IAIT M /N/AI,C A'ETQdflD. , CUY CASiLEBERRY i1GE 1,Xw COUNTYSURVEYOR L EGEAFD Y / - 5E7//t'?F9d4"C9 aaOB \ • - RX/NO MONUMFN7d9NOlf0 O - Po/N70Prf?MINE?ONLY QI) - MF05U?f0 (?) - 59 Ma PB BB (?r) GB MOAfGB 07 MOPS fO (a.) 717 MOPS 14 (C) - COCcUCdrfD L06GT/0M MGP tR'8•.!S'IQ•f /8.83 S l/O CDR. DETAIL 'A" +rs i M ti tl 4EC. COQ. F0. IAI P. dB E? 1fA �JPARCEL� MAR I ► AMR 7, iMA11,,0077,E t1*0 OiM,COMPeNr, ",I 8 � IRIF 7, AIV MIN6L07//, ",Q'liiiV/tlf 0//4OfffeT/Odf d/, TIM, RSE, M.&M. /M TME MIAWRPIMd r.-,,00RE0 Of N177E CO., C4L/PORN/e EOR R06ER YfIN,OV/IE,P, era NOTE: AN AFFIDAVIT OF OWNERSHIP IS BEING CONCURRENTLY RECORDED IN TII OF�3_F�10FY8E BUTTE COUNTY RECORDER UNDER SERIAL NUMBER RECORDER CERTIFICATE FLED IS.W_DAY OF IB83.•ATa00 R.M. IN SOF MAPS AT PA . AT THE REOUEST OF SSS — _p'(J 11 SERIAL Si7LNO.--34QgN A (� frfdNAOM. MELEE? BY nv= 'f DEPUTY M /07 - B/ 7l -/T-// SL t Setback for Structure Defensible Soace (X] Maintenance of Defensible Space. To ensure covAinued maintenance of properties in, conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these, standards, annual maintenance must be provided for by the landowner. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessorybuildings from all property lines and/or the center of the road. (] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [XI • Disposal of Vegetation and Fuels. Disposal, including chipping, burying, 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ J If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves (] If Building Setback is Less Than 15 Feet — V Class A or B roof with enclosed eaves and choose any 2 of the following: o Metal or no doors on side toward property line with insufficient setback o Interior automatic sprinkler system per NFPA'13D , a Glass area'not to exceed 10% of wall area toward property line with insufficient setback a -Siding from the following list: o tStucco - 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials to Signature 2 COF FIRE SATE REQUIREMENTS) AP'# ,97 PE=t,411T 04J �� NA�1E _) / /A . Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this pe�nit. These requirements are minimums and may be superseded 5y Butte County local reguMions, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehic!es, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius (XI No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shalt be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or diver water shall be not less than 100 feet radius. (X] Tumarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. (X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [XI Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a tumout near the midpoint of the driveway. Where a driveway exceeds 8C0 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides.. entrance, a 50 -foot turning radius shall be used. Xa Vjel- �I�Zff P_ L)"a-z /4� 0 / `�c�FLEE=TiI�/O�Op Tradition Series Mode! 7684F 7,?- S-0 - 035 3 Bedrooms • 2% Baths • 2,551 Square Feet i3ute"- OU, �;�r 66'-s• cnvironl � Iensai H/ealth ate — PORCH � � ILL '6•"8•X6'"D- MASTER -- M. oeL i i `z BEDROOM •-6" x 14•-10• ;?lona U73 o BATH OODIts v i a I • � I1� Ilw U X I it l I I LIVING ROOM n'1 / I 16'r" X ZP-Z• j I CLOSET CLOI I i i1' -5•X10'-8' __I i i I •yO'O• LINEN ! 1 ! yr•{ I ll.�Vy' �J� I GUE57 Q1JSE7 I 1 PUNT SNELf O _ it yl rid wl� 'EATH <jl BEDROO BEDROOM I DINING rrs•x1z•a• U o-s•xrz-a• AREA 13'-1o•xir-8• . I WALX-IN CLOSET -- I _ ENTRANCE FAMILY ROOM 20'-4'X 13'-0• ISLAND LL c arM C, itz t I �YKLLJO Z U Fleetwoou Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. TR/31/AUG04 Uc-IUU4 UI;U(Pm Krum-I'LEEIWUUU HSG UNUUP UUM 13114 I -b[8 P.UUI/UUI 1--UIId IAPPRG+'J 19 ... SHEET OF 100eSSIp Nil FLEETWOOD ENTERPRISES, INC. BY � DATE 7- Z-10�� F DESIGN LOADS yQQ"ti ! _�AR�'r'S' 3125 Myers S(., Riverside, OA 92503-5527 1` j�Il�'{� 909 351-3500 LIVE PSF DEAD PSF No. C 0123 m SECTION /�hl�i�t�9- %%h.� WIND PSF rre �j�• /Z.� pf TITLE M tA.6 L� _ )1,14 � STRESS INCREASE OF CIV11. p� FOR -- - 6UPPOfiT POST ,) 4 X 10 BEAM (SPF #2) 11,700 LBS. MAX. LOAD �yg,�► 4 X 12 SEAM (SPF V, ) 15.600 LQS. L0X. LOAD 1, D WEDGES , P BLOCK SEE TABLES FOR TO BE USED VYfTH: CAPACITIES BUTTE V REV. DATE BY COMMENTS REFERENCED ENGINEERING PAGE NUMBERS CALL. NO. Rev. wo.4.00e to+ee MON 01:42 PM FLEETWOOD HOMES i i i a Nia %r��'`� w i pt so O N FAX NO. 360 225 5069 ua Mtan w tWQW or noon P. 04 CIL C �f 1 =Yt2riltfC1E=- �o ENTRY DIU PET N jMg: _ —_ 4 �• cS3 ' u g G o cS a _% 1!c .9 �' � t- ; � w, ,� ". : = v a m a m a- � a co s- m A m L-1 � 7► - — r,,' O ^-1 .. ` �,^ - c�- • (-.-.-, a� _v �^ u (.:.' w w i:.: �• Lr ci. v, ar, a �u c � `i. � N }� { W SEE INSTALLATION UANIIAL SUPPLEMENT �1 SEP -13-2004 MON 01:42 PM FLEETWOOD HOMES FAX NO. 360 225 5069 NOTES: fhear Plan may be b1iiil in on exact r,1irrr,r image abaul tile length oxis. AtIoul sheorwall tributary lenglty has been ihc(Cosed Per offset design conliguralion. S :S. Rec.eLbls sholl not be instolled Within 30 of Tub/Shower sPoce. 1 :(3) J MIN. 30# LL, 101 OL PIER 112" MAX. Y ROO LOADS TRIG POST WZ--1 g9- E1 i!r3�)owr (L6S� LOAD N0. UPLIFT 1700 1 U 2 -8 33 `Z� � 1600 2 A 2'-6 3/8' 33 3 g 2 8 2'-6 3 8" 34 5600 3 A9'-4" 5 2 5400 4 6 9'-0 3/4` 5 ~-~ MORN, AREA -2� �Y-z 5900 5 B 9'-9 5/8" 5 g 106.9 - - Fl. �1p�ll��y'� 6400 6 10'-7 1/20 6 2 I „ z . 44 '��%Z 4800 7 B' 8'-0` 4 j�- 7700 g A 12'-9 3/4' 6 y 8 12' -1 3 4' N REFER — 6g r 4400 9 B 7'-2 3/8 33 2 2 r) 0 4800 10 A 7'-10 3 $" 33 �.. 1700 11 B 2'-8" 33 0 B 7'-1 " 34 12 I 'Z $ 4300 12 C 7'-1" 33 n' PANTRY 6100 13 WT—HB 10'--2' s 3. C 01118 (SEE Z� 8000 14 a 13'-4 5/8* 7 RN, 0'Np r�SNELF Tj,, t2' Ii1l Silt o 1 li�� 7300 15 B 12'-1 1/4" 6 a 0 491 7..')," 6000 16 B 9'--11 3/4" 5 of i 0 © �A 1014" 6400 178 10'-8 3/4' 6 3200 18 8 5'-2 5/8" 33 B (SEE 22'- 2" BEARING STANDARD f,CEE71V000 TITLE: w000�ao LAN CUSTOM WOODLAND 31 s H T 1 XECUTINE HONESC7A 13`-4"x67'-4" (1) 13'-4"x68'-8` 0 3'-4"x66'-0• OF 1 SALE; LINE pR�WN By. SHAUN 7684F--2 TRADITION RFV SCALE: 3/ 601 _ -1�-0" DATE: 4/ 12/p4 -- STOCK -- 7684E P. 03 Vector Dynamics Foundation S'yste♦ n INSTALLATION INSTRUCTIONS for Rile State of California Version 9/2/2003 V -DRIVE & PIER SYSTEMS 16 SOIL CLASSIFICATION 9/2/03 CONCRETE INSTALLATION 17 9/2/03 10 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON IIE(jUrST Y Approval MANUFACTURED FIOMEMOB" noun POUNDA710N BVBTBW RIA1711 AND 2AFRy COD1. SgL'T10T119331 AFPROVED 8Uwwf rO CORRjw l0m jwn w A"IUMAL D(MB NOT AUTHORT1 OR APf'ROvd A OW1B71ONB OR RN PROW RBQUIRsusms AJrfLjCABLB FTATV LAWS AND RBOULATTOM �i4b �(Q�Iifwrb UODBI AND Arpo/►daxpt, a��_ Ap. 9V -F[ S�jAE At. y����F fim 1, 9336 OF d114 hAua. INDEX SECTION PAPE RELEASE NUMBER DATE INTRODUCTION GENERAL INSTALLATION 2 1/2/03 PARTS LIST 3 9/2/03 LONGITUDINAL DEVICES 4 & 5 9/2/03 PIER IIEIGIITS 6 9/2/03 SET-UP INSTRUCTIONS 9/2/03. -- 0 9/2/03 ` er FOOTER SIZES WIND ZONE I - SINGLE - DOODLE 9 10 9/2/03 -TRIPLE 11 9/2/113 - IIIGII PIER 12 9/2/03 WIND ZONE II9/2/03 - SINGLE 13 9/2/03 - DOUBLE .14 - TRIPLE 15 9/2/03 9/2/03 V -DRIVE & PIER SYSTEMS 16 SOIL CLASSIFICATION 9/2/03 CONCRETE INSTALLATION 17 9/2/03 10 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON IIE(jUrST Y Approval MANUFACTURED FIOMEMOB" noun POUNDA710N BVBTBW RIA1711 AND 2AFRy COD1. SgL'T10T119331 AFPROVED 8Uwwf rO CORRjw l0m jwn w A"IUMAL D(MB NOT AUTHORT1 OR APf'ROvd A OW1B71ONB OR RN PROW RBQUIRsusms AJrfLjCABLB FTATV LAWS AND RBOULATTOM �i4b �(Q�Iifwrb UODBI AND Arpo/►daxpt, a��_ Ap. 9V -F[ S�jAE At. y����F fim 1, 9336 OF d114 hAua. Tic Uow11 1_rluinceriny, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Inlrodu liou T11oso instructions doscribo 1110 propor use of 1110 laloral and lorigiludinal foumlalturl SOW"). to 1110 1lorrlo manufacturor's Installalion n1ar111;11s 111,11 in;lud0 1110 Vorlor nvna,„i,•� __ Y You may also refer dation system. .. General The Vector Dynamics foundation Syslorn pruvldos 1110 support to resist lateral, Ion It movement of the homo as r0qulrod by filo Federal Mant►facluretl Flo►no Consiructiun and Safely specified wind zono whoa Iho system Is used as doscrllioil in Iheso g udirial and Standards t a load requirornents prior to installatiun of iho 11ro• irrstruclions. Please verify state roraloc 11wh1d The Vector Uynaniics FoundalicnlI System rosisls laloral li, ungifudinal wind & two Iongltudhiai main rails. The sysic,,) Is approvo(l io I)o used ort single s0isrilc loads by anchoring 1110 or multi soctlon homes: Nomhlally 12 foot to iG' teal wide- (singlo socliun) Willi nr,1ln call spacing of 95 Inches , Oil cantor rnultl soctlon main rail spacing of 75 (echos or greater on cantor. or greater Nominal U foot or loss top piano h0ig11t al sidowalls with nlaln rail deplll of me or loss. Maximum roof stupe of 20 dogrees (111 a in low slope). Maxhnu►n eave width (roof uvorhang of si(lowall) of -12" for Zone I, 8" to Z.ono II Maxlrnuln plor holg11t under riralh rails-soo pago 7. The Vector Dynamites Foundallon Systonis may be used as a part of filo vortical org ravlly support syst0m con sidering that each Vector Dynamics pad has two {2) or (3) sguaro foots boar - leg area. 10ngufra about 1110 use of 1110 Vector Dynamics Foundation Syslorris with ho Widths, or on hornos rogulrir►g ploy holg11ls which are not includotl in 111eso In Enghleoring, Inc. at 1-8U0-241-18UG 1110s of four or more suctions, 011101 strucllons, contact Tie Down The Voctor Dynamics Foundalirrrl Sysleni has nun bee►► designed for use feet of filo coasllirlo. on oxpust►ro "l)" hornos within 1500 Addltlonal vertical ancilur ties that aro unique to a llonro's design nlay bo roc ulr These locations may include shear walls, niarriapo tine ridge h0arrl support lost 1 od by the homo manufacturer. I s, end frame ties and rim plates. P(IU0 2 California 912103 GENERAL INSTALLATION INSTRUCTIONS 'It Is necessary that the Ironro sit()1)rro �orl SITE PREPARATION flowing borroath the 1101110.I f y graded and sloped 10 Prevent water and Inoisturo from standing or FOOTINGS �INNtFROSTLINES Vector Dynamics Foundation SysteiraSoUrroo be otdirectly or concrete) after cloaring all loose vogelalioir. Irl areas will, frost heave, use Vector (tor Poured (or loured pages 20 & 21) to comply with local roquhonrenls for footor depth. ed Concrete (see FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used In placo of conventional foundation parts. 0110 Vector pad provides feet of bearing support. Vector Systolrrs should be spaced as syrnmotrlcally as possible two or thre0 square homo. For plor locations In botweon 1110 Vector Syslenrs, use 1110 normal foundation r rads lonU the length of the . To cut PVC or Itlnrl�0r (2 - 2x4's,1 UMoR,MOISTURE -TERMITE SFIIELD center compression soction,when usinfor plops, measure cantor tg concrete blocks adjustable stool n m cornmpressioolnbor per Vector systorn) for the lance and subtract 16". When using METAL PIER STANDS, m0asuro cantor to cont()rfrarner frame (I-beam) dis- ALL WOOD MUST BE PRESSUFIE TREATED, ROUND CONTACT RATED. distance and add 16 TIP: Pre-cut your lumber and mask as to brand or model of l►oiires uu Sam©, (he pre cut boards will also be lire Sallie lenyth //I each Vaclur setvuube Irrstalllnp. If flame wldll►s are the STRAP INSTALLATION All tranro tins acid dtagoiral slraPs must Uo from the anchor to fire top of file 1-130anr. Seo illustrallon below. 1. Allach frame hook to top Inboard location of "I" beam. (Frame hook must be attached to frame of points closest to floor support.) l I(oophrU In lino will' 1110 Book, wrap galvanized Shap cornplel0ly around "1" beam. 3. Pull sh"ap past anchor head approximately ten Inches "fore cIIIlhiU to allow enough strap to give a rninbnuni of five lorns around filo slotted anchor bolt. 4. "'broad loose and through slollod bolt so that tho strap Is (t('sh will) Ilio ol11or side of 1110 boll. 5. Tigl,larr slollod tensioning holt a nrinlirrtiiri of five full turns. Page 3 California � '`'- <� 912103 Vector Dynamics Foundation Systems Lateral COInponent Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. It. single/double block pads with hardware, swivel straps and slotted bolls Vecfor System Lateral Stabllizatlon /or Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slolled bolls. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Solis # 59287 - V -Drive System Must be used will): # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. It. pad (2 required) # 59024 - Vector Lateral I lardware I(It, Includes PVC adapter. Strap/swivel Strap Conneclors & slolled bolts r1ot.lncluded. I'a0©4 California �' �!'�' 9/2/03 Vector Dynamics Foundation System' s Longitudinal Compot1ent Parts List WOO 11611 ,yy uyV I'allU 5 F!O Longi.tudlrial Stablllzation Ilardware Kit # 10733 - (for use will) 59010 Vector System, single slack block sets only. Longitudinal struts not Included) Longitudinal Sfablllzatlorr, Ilardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use wily #59036 & 59049; longitudinal struts not Included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clarnps, 2 tension brackels, nuts & bolts. (for use willr #59271, longitudinal struts not Included) Struts for Longitudinal Systems Part No. length Pier I-lelgllt # 59016 30" up to 2 Blocks # 59012' # 59013 39- up to 3 Blocks # 59014 53" up to 4 Blocks # 59015 65" up to 5 Blocks up to 6 Blocks PVC Adapter Bracket if 59281 - For use will) Schd 40 PVC Cenfer Compression Strut # 48612 - Single Section, 62^- 10p^ # 48613 - Double Section, 34"- 60" (includes shorl u -bolls, nuts, washers and 6 self taping screws) California - 9/2/03 l ongituclilicli Stabilizer Devices The use of LSD systems on a single Or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longiludinal Stabilization Device (LSD) Is used with the Vector Dynamics Syslem to resist loads in the longiludinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD I. Lo►►gitudlnal Foimdatlo,r rad 2. Beam Clamp (2 per eyetem) 3. Longitudinal Strut (2 per eyetem) 4. I'le Bracket (2 per eystem) Examples of possible placernent: (Contact TIE VOIAIN for placrner►t Irl other IVlncl Z011c_ Wlnd Zone I Single $ectlon Wind Zone I Double Section 18 Ft. Max. 32 Ft;. Max. f=orggreater widtllo use trine section deeigrl. I',Iy(I (i Combine .Vector Dynamics' & LSD i Wind Zone I Trine 5ectlon Wlrld Zone ' Tag Section kph 1` y , r X18 Ft;. Max. Califort►ia 912103 5011 Max. �l-ttt�ltl--�C@Cll�lll_li! Vector Dynamics Foundation Systems 1114 be used on singlo section homes In Wind Zone I which require 11er heights l" rat surface of Vector pads to top of concroto or molal plor) not 10 exceed 50 Inches under one or both main rInc a Nota that a ground anchor must be usod at oach Vector syslonl location where the pier height exceeds a Inches for sin section hornos. Un 11111111 -section homes In Wind Zone I, an anchor must be used at each Vector System IocaUon with pier h019hIs above SIG" will) 1110 following oxcoption: double section homes that are 2�1' wide, in Wind Zono I, have a maxirr1ur11 plor hoight without ancllors of 30". Seo page 12 for double section home 111911 plor sot illsuctlo Is. ►►►ax. UMU91 Pier 1101(nllis Ffg►n e 2 Aaxl►num Humes with uno(tual pier heights are limited l0 50" 111,141. nn plor hoight. Tho differonco between theandthe shortor plor cannot oxcood 26". taller plor I'ago 7 California 9/2/U3. Set -Up Instructions for Vector System #59018 LoIig O_L301L5 1. Set Vector Pads Clear all''vegatalion where pads will rest. Place a long U -bolt In pad as shown. Press or ham- mer pad Into the ground. 2. Set Block or piers of) pads. Center foundation blocks or piers on (gads. Place Pre-cut center compression Member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown Io out- side of pads. I',1()0 U 4. Inside brackets & straps Attach file inside tie brackets to the U -bolls over the cornpreslon member. Allach a strap w/hook or swivel strap w/nut & boll. Place other end of lire strap over opposite I-beam & down to out- side lenslon bracket. Cut strap 12 - 15 Inches Past bracket. Allach strap & slolled boil In bracket. lighten strap until tight with 4-5 wraps around bolt. Repeat will, opposite strap. California 9/2/03 Set -Up Instructions for Vector System #59o1a Long U-1301to 1. Set Vector Pads Clear all vegatalion where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad Into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on Lads. Place pre-cut center compression Member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as showri to oul- side of pads. Piloo 11 4. Inside brackets & straps Attach line inside tie brackets to the U -bolts over fire cornpresion rneniber. Atlach a strap w/hook or swivel strap w/nut & boil. Place other end of the strap over opposite I-beam $ down to oul. side tension bracket. Cut strap 12 - 15 inches past bracket. Allach strap & slotted bolt In bracket. 1-Ighleh strap until tight will, 4-5 wraps around holt. Retreat with opposite strap. Galiforni`n 9/2/03 Wil\ IND ZONE I, SEISM! C ZONE 4 ' Vector Dynamics Systems Required q d for Single Section Howes (Materials Required) _ ;t single section ri°me = - - ------ tX�mple °f a i 2 Note: L_S.D.- Longitudinal Stabilization Device See Page 6. -�I - - ..7—cmb anuwa oe spacao as symmetrically as Possible along the length Soil Classifications- of the home. Pier spacing must be 2, 4A, & 48 consistent with home manufacturers' Soil Bearing Capau'ty: 1instructions and/or state requirements. Anchors Required: ,000 PSF minimum 30" with 2-4" helix anc.�cr (59095), 12" stabilizer plates (59292), 1-1/4° frame ties Home Length I Vector Systems I Anchors Required Required Per Side or 24" Pier 124+Piers I L.S.D. Etogo, I 3 I I 2 3 I 2 4 I - I 3 I 4 2 _ —i eotor_. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics SystemsRequired for ' Double Section Homes (Materials Required) nhorn e ' - - _ - do ble sectio u ,. ---__ --- �e of a111011511 72 it- rn NOTE: Ve: or Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home in manufacturers' instructions and/or state requirements. E No anchors required. For pier heights up to 46" for 28'-36' wide, WIND ZONE I 38" for 24' wide. See Pg 12 for high pier - instructions. o . 2 sq. ft. pad �ynoR7�C5' Soil C!assincadcns: 2, 3, 4A, & 48 Soil Bearing CapacRv: 1,000 PSF minimum Anchors Required': None ('Marriage wall anchors may be reouired by home Home Length I Vector Systems I Anc:tors Required manufacturer) LS.D. Required Per Side I 0 to 40' I 2 I 0 I Note: L.S.D.- 2 4' to 60 3 . I I I Longitudinal Stabilization I 0 3 o67'. to 84' 4 Device 0 I 4 See Page B. 86 to 90' 5 I - I • 0 4 I Each Vector System requires one of the following: • 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts lis,) WIND ZONE Ir SEISMIC ZONE 4 Vector Dynamics Systems Re _ _ _ - - " " - - " " e ` Y Required for - - _ - �., s. Trifle Section H - - ' - _ _ - " 6 ft multi s{a�t\jector system Hornet ' of a nevi sPacin9 - " �• (Materials Re _ _ _ - - - " " quired) - - - EXamP1e ws 9e - �`� Illustration sh° II ear . .cmir N0TE: When a pier height at Vector locations exceeds 46", an -- anchor must be used on the outside wall/beam- at that approximate location. NOME Vector Systems should be spaced as symmetrically as Possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. c � ag ori Lill �Nrple 2 sq. 'IL pad ` l 2 sq. ft. pad Soii Classifications: 2, 3, 4A, & 48 Soil Searing Capacity: 1,000 PSF minimum Anchors Required': None ('.Marriage wall anciors may acturen be required by home manL ) Home Length Vector Systems Anchors Required LSD Required I Per Side (Main I TAG 0to48' I 2+2 on Tag I 0 I 2 1 49'to71' I 3+2 on Tag 0 12 11 72'to84' I 4+2 on Tag 0 12 12 85' to 90' I 5 + 2 on Tag 0 I 2 I 2 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONEI f SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for Double Section Homes _ - ' _ " _ _ - - - " I , (High Pier s _ _ 9 Sets with Di - I ` Diagonal Ties) - _ _ - I home I le b Section ___--- of a72' dou I � Int►-I�` �I 'VJ 1— � e� or c err, i cs NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. JI v WIND ZONE I LjeeP Unit Width 4s Nin. W I � II I Spaang JL 2 sq. ft. pads, e Home LenothI Vey or Systems II AnC:lars Requ ired IL.c DlRequired —=r Side 0 to 48' 2 2 I 2 49' to 71' I 3 I I 3 I 3 72' to 84' 4 I I 4 a 85' to 90' I I 5 � 4 Sail Classifications: 2, 3, 4A, 8148 Soil Bearing Capac.'ty: 1,000 PSF minimum Anchors Required': 30" with 2-4" heiix anchor (59095), 12" stabilizer plates (5°292) 1--1/4' frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE If SEISMIC ZONE 4" (Hurricane) ' Vector Dy naSystems mics Req - - - - ' Required for Single Section -Homes: _ (High Pier Sets with D' Tagoncl Ties) Diagonal WIND ZONE II (not to scale) 24'_ 2 sq. ft. pad - e i _ I , or �Ys�an�a� guidelines• - " - . f a 1 er , s,acinr9 installation cXatnPsho s gent be to ho e - -_-_ illustrationS"mu ll coundation °ads Soil Classifications: Soil Bearing Capacity: Anchors Required': 2.3,4A&4B 1.000 PSF minimum 30' with 4' helix anchor (59095), i-1/4'vertical ties w/4725 lbs. min. breaking strength. Home Length I Vector systems Anchors Equired I LSD per side 5 2- 6 2 8, 2- 9 2 {t max. ryO. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector system requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) omits I Required 0 to 48' 3 49' to 60' S 6" to 72' 7 6 731 to 84' 7 85' to 90' 8 Anchors Equired I LSD per side 5 2- 6 2 8, 2- 9 2 {t max. ryO. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector system requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) omits WIND ZONE Ilf SEISMIC ZONE 4 _ -- Vector Dynamics Systems Required for _ _ - ' - " " hp ne Double Sedion Homes _ _ _ _ - - - " " Sect�p� 5 ,stems- jjdetin ; do ioie for tie t0r n manual 9�- ` p� e n rat sP o e rns lla o_ EXa oQ shows get be to h m- ` sand oundation °'ads d_ % - ` 5i ri �l - NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or Bate requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering testi report. 0 Home Length 0to48' 49' to 50' 51" to 72' 73' to 84' 85' to 90' I i Soil Classifications: 2.3, 4A & 48 Soil Bearing Capacity: 1,000 PSr minimum Anchors Required': 30' with 4' helix anchor ;S?O95), 1-1/4' vertical ties w/4; 25 lbs. min. breaking strength. Anchors Equired I VecWr SystemsLSD I per side Required 4 I 4 13 5 I 5 13 -- 6. I 6 13 ector-- 7 I 7 14 amiss 8 8 4 I �— Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II SEISMIC ZONE 4 ---_-""�" � ' ♦ ---��� ' �' Vector Dynamics Systems ystems Required for "___--' _ .___�- - _♦ _♦, Triple Section Homes- - - Torre (Materials Required) _ - _ _ - - " _ - - " _ inti 5eot\J9ctor sYstert to, " _ - � h � �� XamP�e ws ge"era sPac'n9 _ _ �- ' , ` � ♦ ♦ i - klku I ♦ ``,fid ♦ .. ♦ , I � i �� �y rye �'f. I When a pier height at Vector locations exceeds 46", an _ anchor must be used on the outside wall/beam at that approximate location. © NO . i c: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. i ag ori Scii Classincaticns: 2, 3, 4A g, 46 full triple Soil Bearing Cacac:ry: 1,000 PSi= minimum Anchors Required': 3/4" x 30" with 4" helix anchor (59095)"1-114" verfical ties y w//4725 lbs. min. breaking strength. a Home Length I Vector Systems Anchors Required LSD Required I Per Side I Main I TAG Oto48' I 3+2onTag q 2 I 1 49' to 71' I 4+ 2 on Tag 6 3 I 2 72'. to 84' 4 + 3 on Tag 7 I ' I 2 85' to 90' I 5+ 3 on Tag I 8 3 2 Each Vector System requires one of the following: S 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place the liters hr the center of the Vector pads. Set the single 4x4 or Iwo W's lluuugh the plers, centered In the U_ 'lolls- Outside Tenslon brackets attach the same, Inside Ile brackets norm(, 'upside Vector Systedown' as shown hr drawh'g. Metal piers usln() the System call unly he used on level ()lull,,(, sets. Conventlonal pier adjusters must be placed under beans will, upturned edge dbected IUWarrIS the outside of the home.' Pier spachrp must be conslsient with borne nranulacturers' Inslallallon Illsllucilons and/or stale requhements. To cut lurrrber (2 - 2x4's or 1 - 04 per, or 1 adjustable sleet connnpression member, Part N59U43 Vector system) for the confer com- presslon soctlon, when using METAL PIER STANDS, measure center Io center ham'e distance and add 16'. Optimal Moisture Termite Shield may be requlred In certain regions. ALL WOOD MUST BE I'I1FS5l)IIE THEMED, GflOUNU CONTACT FIAI ED. TIP: Pre -cul your lumber and mark' as to brand or model of homes Vol, will be inslalflnp- If Game widths are the same U' boards will also he lie same lenplh In each Vector sel-up. a pre-cut V_ for rocky s -e used pLdy lir lot) homes. V Drive anchors are used only hi Zoll be Installed. e I, slnUle secllun homes In areas where rocky sol, con(,Iltons do not allow hellx style anchors to Vector Systems are set following the general set up i,,shcrcilons Provided. Will, the oV Uro anchor, the short 2x4 boards used with the ulslde lenslon brackets are discarded. I,, place 01 the short W's, a longer 2x4 Is used lvlv per Iho dla()ram above. This 2x4 hoard should extend hun'tile base 01 1110 Vector pier set to 5 hn.11es hem tile side wall of I,e hunre. Place the V-Drlve head over the end uI the lun()er board. llshrll a heavy hanuuer or electric hanuuer ()un, (I v0 the three V Urlve anchor roils through the V Drive heads at an an()I0 of appruxhnately 45 de()riles render Iho home. The rods must come to a complete stop on the V -Drive head. Allach a strap wllh hook or buckle to the Irame and allach to the V -Drive head will' a slotted bolt. Cut the strap end about 12 to 15 Eches past the anchor head to allow at least lour or ifwraps around the slotted boll. Continue Ilghtenbr() strap until all slack Is out and strap Is II()ht. 0o '16 Call(ornia` ,1: '$"2/03 ft- VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems play be described hl the table below: used only on Iloluos sol on soils classiflod as Class 2, 3, 4A and 48 as SOIL CLAKLri /tans Soil Class Typos of Soils Blow CountASTM ( Soil Test Probe (1) 1 U2586) Torque Value (2) Suomi hard rock...... NA NA Very donso and/or 40 -rip Moro than 550 lbs - In. cemented sands, coarso 2 gravel and cobblos, preloaded silts, clays, and corals Modlunl-dense coarse 24-39 350-549 lbs - In. 3 sands, sandy gravols, very stiff sills and clays 4A Loose to nlediurn dorso sands, firm to stiff clays 14 23 275-349 lbs: In. 4B and sills, alluviarr fill _ 175-275 lbs - in -------------- Poat, organic sills, 0-44 175 lbs - in. 5 Inurldaled silts, loose fine sand, alluvlunl, loess, and lower varied clays, fill, fly ash. (1) The purpose of the soil test probe Is to gauge the shongll► of iho soil below the surface and near the anchor's hoilcal plate. The strorlgih' of the soil is oslinlated In terms of Its resistance to penetration (flow) under load by means of the torque Probe and Is moasurod fn Ib -in. The lost probe has a helix on it. The overall length of the helical Section is 10.75 In.; iho maJor dlanlotor is1.25 in.; the minor dlanleler Is 0.131 In.; the pllch Is 1.75 In. The shall must be of suilablo lor►glh for anchor (10pth. (2) A measure synonyntorfs will, nlonlont of a force when (Ilsiribrftod around the shaft of filetest probe. Vector Foundation Pads Equivalelit to Footer Pads* Footer Size: 16x16 = 256 sq. Irl. Foolor Size: or 16x10 = 288 sq. III. 20x20 = 400 sq. hl. or 17x25= 425 sq. in. - - EQUALS - -- 2 -Vector Pads N 59275 EQUALS 288 sq. in. or ' - 1 -Vector Pa(I >y 59271 1 Vector Pad # 59130 432 sq. In. Vector Pad(s) exceed (lie surface area required when used as the equivalent llsted above. 'Foundations In soil wills a benilnu capadly of less Than I,Ileo I'Sr nnist be designed by a Ilegisleied Plolesslonal En(►ineer fandllar with site condilons Pap 17 „"i I California 9/2/03 Vector Dynamics System for Concrete Applications or Instruclions These Instructions are an addendun► to the standard Vector Dyna►nics Instructions. Read and follow all applicable Instructions and guidelines In the Vector Instructions and home Installation manual. TI►e Vector system for concrete pads applies to concrete footers, runners and slabs. Mini►nu►r► size of concrete per Veclor pier Is 24"x24" x 4 or 10 round (min) x 10" deep. The bottom of footers must be below tine frost line or a minimum of 4" below finished grade whichever Is greater. Concrete must be sufficiently cured and set to accommodate an anchor boll to its, full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (yalv. metal) oil the concrete where the pier will be located, centered under the I-beam of 1110 home. Place file upturned edge towards the center of the home and directed to the oPPosile Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground Ireated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel cominpression member, part 1/59043 fills lenyll► and place between tyre piers as shown: 4. Place a lorry a -boll under the 2x4's and through the (roles of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of file Vector pads should be up against the inside of the pier blocks. 0. Build vector Piers but do not wedge al this lime. 7. Using a concrete drill bit, drill Iwo holes oil each side Into the concrete using the holes In (lie Vector pad as a guide. Drill lire 3/8" dlanreler holes 3 Inches deep. 0. Place an outside tension bracket on the Vector pad as shown in Illuslrallorr one. Line up the holes in the bracket, Vector pad a►rd concrete pad Illustration One of a Single Section Set -Up Vector pad for concrete Concrete footer k1yo 10 Wood Cap and wedge Outside Tension Bracket r, 1 Wedge Bolt -d. cAlifornh ''�� 9/2/U3 Vector Dynamics Syste►» for Concrete Applications or Instructions / 9. Put a washer and nut on one of lire 3/0" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads sirowirrg on the lop of life bolt. Place file wedge end of the bolt Into one of the holes, going Ihrough file outside lension bracket, metal Vector pad and Into the concrete. 10. Using a hammer, rata the wedge 1)olt info Il,e hole. Max above concrete Is 2". imum height for expansion bolt 11. Repeat for the other hole In lire outside tenslorr bracket and the two holes on the other Vector system pler set. 12. Place an inside Ile bracket over Iho a -boll so that the lip of the bracket Is between the Vector plate and concrete blocks. Place washers acrd nuts on each U -bolt. Do ncgt, tighten yet. 13. Attach a strap with hook or crimp seal to the Inside lie bracket, with sufficient length to go over the opposite trier and down to file outside tension bracket, plus 12 Inches for wrapping lire slotted boil. Repeat for the opposite side. 14. Tighten Inside if -bolts at [Ills time. 15. Use the outside tension brackets to remove any space between the oulslde tension brackets, concrete blocks and the If, if edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at Ihls lime. 16. Using a 9/16" socket wrench, tiglrlen all of the wedge/anchor boils, securing file outside tension bracket and Veclor pad to life concrele. 17. . Using a slotted bolt In fife outside lensk.m brackets, Insert strap through slotted bolt will, end of strap aligned will] oulslde edge of boil.limn slotted at least five turns oiltted bolt until straps are light using the slotted bolls. Illustration Two Inside Tle Bracket Compression boards or PVC Pipe U -bolt f'ago 19 California - ' Vector pad for concrete Concrete footer ft—a—a1 9/2/03 r^ it II. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1 -7 Recordeo i REC FEE 10.00 Ufficial Kecords I CONFORM 1.00 County Of i BUTTE I CANOALE J. GRUBBS I Recorder I ROSLMARY DiCKSON I Nssistant I Andrew 10:20AM 02 -Feb -2005 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including; but not limited to cultivation rnlrJ�x�ing� sprayinp, priming, and harvesting which occasicrally gcne;ate Just, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCELI: PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 65. PARCEL II: A 60 FOOT NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES OVER RUTH'S COURT, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 65. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. Date _0Cf PROPERTY OWNERS: State of CmliforniaJ' County of Z.GI�TV'a� On H J5*4C!� OC�S before me - cz J 17W R, le,/ it 4-111 _S i Aln pwd L - personally appeared -_ , X1/J � ply k*o a -rue (or proved to me on the basis of satisfactory evidence) to be the person whose name ishwe subscribed to the within instrument and acknowledged to me that he/shef frey executed the same in his/irev44ireir authorized capacity(tesji and that by his/he rRheirsignaturew on the instrument, the person sg) or the entity upon behalf of which the person acted, executed the instrument. WITNES 'm hand,an_d official seal. Signature A.P. #07 ;Z - IS—<) - 63 s. JUDITH�M. M. WIILLLIAMS� Seal:ovNOTARYPUBLIC-CALIFORNIA Q g BUTTE COUNTY n FOP � COMM. [XP. MARCH 231 2006 d CALIFORNIA AU PURPOSE ACKNOWLEDGMEI * State of California) Optional Section attttttti County of Butte ) Capacity Claimed by Signer On a'.� Though statute does not require the notary to fdl in .�cc( 2005 before me, JUDrM WL WHjJAMS the data below, doing so may prove invaluable to a Notary Public, Personally/ ppeared: eerson(s) ung on the document. INDMDUAL I [ CORPORATE OFFICER(S) [ ) Personally known to me OR JUDITH M. WILLI MSS COMM. fk 1344684 d / NOTARY PUBLIC -CALIFORNIA +� _ BUTTE COUNTY O W :•' COMM. EXP: MARCH 23, 2006-A d to meon the basis of satisfactory evidence to be the pe:son�gf whose nameo is/ .are subscribed to the within instrument and acknowledged to me 'that hoQh hhey executed th same itt hie ytheir authorized capacity(K), and that by h' er their signature on the instrument the person, or the entity upon behalf of which the persoacted, executed the instrument. VVft.FSS my hand and officia)seal_ OPTIONAL SECTION Titles) [ ) PARTNER(S) [) LIMITED [ ] GENERAL [ ) ATTORNEY-IN-FACT [ ) TRUSTEE(S) [ ) GUARDIAN/CONSERVATOR [ ) OTHER: SIGNER IS REPRESENTING: Name of Person(s) or Entity('us) THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT kt �/LtL/ ��/ /✓I��Ay /[ n�v i /a THE DOCUMENT DESCRIBED AT RIGHT. NUMBER OF PAGES: I DATE OF DOCUMEENwT , f Though the data requested here is not required by law, it could prevent fraudulent attachment of this' -form. SIGNER(S) OTHER THAN NAMED ABOVE ALL COVERED DECKS AND + CALIFORNIA CODE OF OPEN DECKS EXCEEDING 36 REGULATIONS TITLE 25 UARE FEET IN AREA SITE PLAN REQUIRE A BUILDING PERIREQUIREMENTSLL MIT BYTHE JUR SDI TION APPLY - ........... .:.....- ............. ... --------- ---------------------- -' - -- ---- _..: G3;9Y .. .. _ TO THIS PROJECT e. •� !. .............. .. ... .. .. : - ...�... t .._: •.i. ..�.. _THE 7 CB0 . -1 :............ �......... C . CMC' MC, CPC' .......... ....... ........ PC,,.-- .. ........_ ................ CE, AND 2005 CALIFORNIA ENERGY STANDARDS AS .... TAN ARDSAS... .. .......... .. .. ............. .. .. .. ... 2d AMEND O�1 L By JURISDICTION:r...... .. ...................:......•.....:.......----..............:�APP TO THIS PROJECT.:------------ �. _ .. ....... ..f:.. .. .................... .. ............. ... . ... ..:. tor,L,�. :. e; �o r fl i/ ..., _ Z / ;! � � ,, • PERMIT# t��4 ,. :, s :! - ASSESSOR'S PARCEL S __..... .:....:....: 05'- 1W7 lAND .........j.;,... �3 - _.. J..:.. PERMIITVSHHALLABE ON SITE: ......:......:.... 7'PRO EEE / J :.. :...... ........................i...... ..._......................................... ... FOR ALL INSPECTIONS / C ' moi' �, : /� .._... .!-_... ................. ...... .. • .. ,z .i. y . ... .. -------------------_............- ,� G , ,.. ----...,r.....t...< ............. .. ... `S �Vr� ... .. .. .. c� .. '�.. r�V r:• .. .. .. ... ...............}�c .. 1 Y .. ... .. . y �, • •. `� �P .. -.. l►f► fWe ....... ... ..:....:. .:.. �... .f.- .. PROVAL ................ . f� PLANNING NIN ,._ ..................... :... Use: ��-' -: BUllrDJN�.t?LAN�4P U, iV'Z, 0, l�; F--- �'%sat , � Parkin '�' ,. ��<.. t 1 e!i g' Landscaping:. 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CONTACT CAL FIRE :.. .:.. ..:.. . ,�1 e .. .............. �.. .. .................. .. ... .................... .. ... FfIP NIG Ii1 VIR11lN flF Ff117FRTRY • : v ` ..;.. NOTE FORINFORMATIONFOR _........... .................. ��..... ..:..._.....:.r,............_.. LANDINGS AT bOOks ......_.....:...... SITE CONDITIONS = =•••• &EQUIREMENT9 AND INSPECTIONS. SHALL COMPLY WITH ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE c+ �U T %�• 0 2 O 0 7 CBC S E CTI O N S :USE ONLY Assessor's Parcel Numbc CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED ale. 1" = �/ PLANS: 1008-1.5. 1 009.4 & �' Owner Name /��VrQf • EXCESSIVE SLOPES a o 1 m 1 ❑.6 E COPY EXPANSIVE SOILS o 0 Address / Phone No. : EXCESSIVE CUTS OR FILLS o 1 0 Site Location OTHER UNUSUAL SOIL OR GEOGRAPHICAL ��-• �-• U N Size, Acres — 12 ALTERATIONS TO NATURAL DRAINAGE CONDITIONS i �1 ' 4 app USES: Contac: Name d� X21, FILE COPY OWNER APNC)?L 43V -6Xf_ BP#t4 RE ;a _.........._............._....._......................_ ... used SITE PLAN ____..... S� 6 S _P;r� v'•eJY! 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IGEN y`fis+; PLAN: 4.W 0.(r USES: AID w __....-.-..._.....__.._..__... � �Qw �5s� �a���S�P SITE P ___-_____.-•-•---••••-••-•••--.......-........ � � - • .. .. .. .. ............ �r .. _ . .. .. .. .. •. �,. i r 7ti0 - .... .. .. .. .. .. ............3�rJ Y a ooi�plrill• r P .. __ `� .. .. :......,_....- .. '�( ...._......:. LANNING DTVI ION:. - . P lel RLANAPPROIIAI .. ............ :: U se: 1� o .- t SCCC $C:lc.( Y i• _......... :: .. Othef: - .. !� l: r - �%.. :Pa 2 !i _'� �9 R? _ G,.. ............... ............. ......... ...... l d b 1 ' (,�-... _1 bo -. 1 .. -- .. .. .. f Q ....<.. ..:...:.. .:.. ..:....:...<`1 7 lL�dh1ING DIVISION ... .. �. --- �� ON - BUILDINti FU1fi1. .. i = 1 _ 7 ��r1 P• � .. t lJse�° qa .�... 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N� ... �. c d2.,...,:.... .:...:....:... .............. .. . t ems' s., Assessors Parcel Number Q ®®— o a a — ©0 © Scale: 1"= 12� �`�' " Fo, 3 e3 '" Owner Name Xavr'Qr + Afe-Il; e V,'a.Z#f s• �� FOR OFFICE* ONLY —35g PROVIDE FOR ALL CENT PARCELS ' ' _ D °b Address/ No 903,. Siite-Locaton : 3. KA'5 s C. Orov• I le Contact. NameTon1N4 Phone g9%- 699 0CM„ =-- 4.W _ WARNING ! BCSI-B1 SUMMARY SHEET - GUIIIDE FOR GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el fQR= Para mayor informad6n. Los dibujos de diseno de los trusses pueden especificar las localizaciones de los ardostres permanentes en los miembros individuales en compresi6n. Vea la hoja resOmen BCSI-83 Dara los arr(ostres permanentes y refuerzos de los miembros secundarios (webs) para mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Disenador del Edificio. Q The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalackin y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 0r. gloves when handling and safety glasses when nes cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANEJO Allow no more No permita mas Qr Use special care in than 3" of defies- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near power lines of span. pies de tramp. and airports. ,a ,o s• o I ,o QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK +� trite Utilise cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or _ . ; % `; ; -„ 1'7I LJ Trusses 30' or less, support r Up to 30' less, support at at peak. truss bundles 30' to 45' quarter points. r LevanteLevante 45' to 60' V o.c. max. de 7 def Pico los Revise los empaques 60 a 80 pies* los cuartos antes de mover los trusses de 20 bundles. paquetes de trusses. de tramo los 1-1/4° 20.8' pies o menos. Trusses up to 20' 3/4° 3' trusses de 0.1 As. *• Trusses up to 30' F Trusses hasta 20' I p'es o me Trusses haste 30' C». HOISTING — LEVANTAMIENTO Hold each truss in position with the erection equipment until temporarCbra Ing ig Installed and is fastened truss to the bearing points. ,�z�J' i1�`.pA" tefttiporal Sostenga cada truss en posici6n con la gr6a hasta que truss los el arriosl a to Instalado y el '_—.A r ` asegurado en soportes. ;, y1 r' Do not lift trusses over 30' by the peak. Fir, No levante del Pico los trusses de mas de 30 pies. .. r 1-3/4" 7' tGreatler 30' �- Ma4eies rsti" HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO ANiv POR LONGITUD DEL TRUSS Avoid lateral bending. — Evite la fiexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. por Do not store on No almacene en uneven ground. tierra desigual. to pre- tieril aumento Toe -in 60• or less Approx. 1/2 truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' r T� oe-in I _ Spreader bar 1/2 to j� 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar Attach above or stiffback 10' D.C. max. mid -height Spreader bar 2/3 to �— 3/4 truss length —i Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informad6n. 0 Do not walk on unbraced trusses. No Gamine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con sada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well s— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. �i�NS1TrALLiNG AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing, Longitud de Tramo Spreader bar for Up to 30' 10' D.C. max. Hasta 30 pies truss bundles 30' to 45' Tagline 30 a 45 pies 8 pies maximo 45' to 60' V o.c. max. " O O 6 pies m6ximo QCheck banding Revise los empaques 60 a 80 pies* prior to moving antes de mover los Tolerancias para ° I bundles. paquetes de trusses. Avoid lateral bending. — Evite la fiexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. por Do not store on No almacene en uneven ground. tierra desigual. to pre- tieril aumento Toe -in 60• or less Approx. 1/2 truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' r T� oe-in I _ Spreader bar 1/2 to j� 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar Attach above or stiffback 10' D.C. max. mid -height Spreader bar 2/3 to �— 3/4 truss length —i Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informad6n. 0 Do not walk on unbraced trusses. No Gamine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con sada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well s— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. �i�NS1TrALLiNG AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing, Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior, Up to 30' 10' D.C. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* 4'o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. _71 'Consulte a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las options de TCTLB. \ Q, Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. Q res6men Repeat diagonal braces. Vea el BCSI-B6 - Arno stre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas. 1-7( Set first five trusses with spacer pieces, then add diagonals. Repeat LI process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE1 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ©Refer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' D.C. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracino gyp' of 15 every 15 truss for Parallel Chord spaces (30' max.) Trn,cvc for more information. Vea el res6men BCSI-B7 - Arroostre per�mmanen a de The end diagonal trusses de cuerdas brace for cantilevered panatelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Diagonal braces Q Max. Bow Max.Bow Length —► every 10 truss "m spaces (20' max.) 110 (:nnrretn Rlnek same spacing Q Tolerances for as bottom chord Some chord and web members not shown for clarity. latera; cing ra DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE1 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ©Refer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' D.C. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracino gyp' of 15 every 15 truss for Parallel Chord spaces (30' max.) Trn,cvc for more information. Vea el res6men BCSI-B7 - Arroostre per�mmanen a de The end diagonal trusses de cuerdas brace for cantilevered panatelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Gypsum Board Q Max. Bow Max.Bow Length —► Max. Truss BowLenLength -en Bow Length —► I ~— gth --► 3/4° 12.5' Max. (:nnrretn Rlnek 7/8" 14.6' Q Tolerances for 3-4 tiles high D/50 D (R.) 1° 16.7' Out-of-Plumb.I 1/4" 1' 1-1/8° 18.8' Tolerancias para ° I 1/2° 2' 1-1/4° 20.8' Fuea-de-Plomada. n 3/4° 3' 1-3/8° 22.9' C' I Plumb bob 1„ 4' 1-1/2° 25.0' 1-1/4" 5' 1-3/4° 29.2' D/50 max I 1-1/2" 6' 2° a33.3' 1-3/4" 7' 2" > 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y segura. Do not exceed maximum stack heights. Refer to BCSI-84 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informad6n. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles (:nnrretn Rlnek R" Clay Tile 3-4 tiles high Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. Position loads over load bearing walls. Coloque las cargas sobre las Paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-BS Summary Sheet - Truss Damage, 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Danos de trusses Modificaciones en fa Obra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a mencs que este especificamente permitido en el dibujo del diseno del truss. �]w Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices fmm a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Inco place SAFELY These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due ro the nature of responsibilities I-1ved, be presented only as a GUIDE for use by a qualified Building Designer or ErecdoNlnstallati n Contractor It is not Intended that these recommendations be Interpreted as superior to any design specification (Provided by either an Architect, Engineer, the Building Designer, the ErectloNlnstaliation Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. I'It.Ef WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274.4849 • www.woodbuss.com 608/833-5900 • www.tpinst.org BIWARN11x17 031125 HOJA RESUMEN DE LA GUI•A DE BUENA PRAGT'ICA PARA EL MANE]O, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONEC"TADOS CON PLACAS DE METS`AL SITE PLAN ................ .....................-- :.......................... :................... f ...........................:t .. ..------.. .. ... .. .. ............ .. .. .. .. --- .. .. .. .. .. .. .. .. .. ... 7 �jc Jc .. a A ........:....:....:..:....:.. -- f- .. s _./9.t. -- u�..<....:. . P 1 \ - . : Ori • y _ . ; ....... � = ... .. .. ...................... .. f _..._...... - r::-...:.. .............. -....a... .....:�. 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V�fes ��evafion! � - otce A6 LIog _ $arcs �O t/G�dG� )'� 32:1, aJet�Ll. �oR�l{ �IeVatiol� 34 YK CoMp, sKL, o4e& 13 %. Felt 0 -bb ?w (c cx @ 0\46.) / FA. 9.g�l1-1W.R 8Ales G",%CF- 1a % ��etp• �'l��SS 2 SotitR t7=)eva��o� YL� = on(e Fool' 7 F'«s�'G rfV, See MVC'►. L �oTZ S'PQc'� AND F=tAGowe-4919G BUTTE COUNTY MAY 2 3 2005 DEVELOPMENT SERVICES - p I k2:7 P7 Po -7 0 0 o 5"p (goo 1 r = d'i fool t 05 BU I TE COU TY BUILDING DIVISION APPROVED C/ -/?/09- p 9, V es`� �4eva�o�l ortefbo 014e tOO-V ije(z-c. ev, Y) s 0 r -J PetAcAes Saes �O /� �aG 1 /c ts. BU— YSo. 0*315 BUILDIN G DIVISION %r, APPRO- \JEl 3Z �6* levall ON 0 SovtR, Ievailo4 ot"It, Foot 30 YK CoMp,, SGL, aqek 11; %. Fe`t ©be, ?w (ccx @ ovira.) @BLY4 ve St -0 A. - rp5stq 1-4 0/c. B Li TT BUILDING APP"T" r v typ. f, 0,3 F P� � 40 + UuNt kToI See Ve-� Pl L FO 9, S'?eC-V, 2. -AC WR -4e- Ra 15 1 BUTTE BUILDING D1 APPROVf7rll BUTTE COUNTY MAY 2 3 2005 DEVELOPMENT SERVICES p r4-2 �,pos13 `/7 j! West fEllevotl'ON ��,�' �{evafiiol�( =orsefool z. PetAoAes 4m%tA-\N%Ae 3/c'*'tA'-F>l\weA paweL oqer,;.. 1 ,o/c 2,v-4 F-r-Aloc' N a I I = SaJcs �" % �dGe 12"% � �,� a 25;O T -2566 r.-- f tir w 11 CONSTRUCTION NIOTES:_.- GENERAL CONDITIONS: I. The Contractor shall verify all dimensions and details prior to construction and notify the Engineer of any discrepancies. 2. All construction and methods shall be in strict conformance with the -, T applicable provisions of the California Building code, 2001 Edition, and the latest edition of the UMC, UPC, NEC, and applicable municipal, state, and Federal regulations _ w_ 3. Ali work is subject to building department field inspector's approval. 4. The contractor shall provide all measures necessary to protect the structure, , workmen, and all other persons during construction. FOUNDATION: I. The Contractor shall be responsible for the location of all underground facilities or other buried objects which may be encountered but which are not shown .on these plans. Locations and depths of any existing utilities that may or may not be shown on these plans they are approximate and may not be complete, m 2. Foundation design is based upon an assumed soil bearing capacity of as determined by local Building Department or soils report. 3. All excavations shall be inspected and approved by the Building Official before concrete is poured . Footings shall be at least 12 inches wide, and extend at least -'!" 12 inches into the prepared pad, or as directed by the Engineer, whichever is lowest. Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative compaction. 4. The bottom of all footings shall be level. 5. The Contractor shall be responsible for determining the exact location of all anchoF` bolts, holdown anchors or straps, and embedments, prior to placement of concrete. 6. Anchor bolts to be 1/2" diameter X 10" long with 7" embedment into concrete spaced at 6'-O" oz. maximum unless otherwise noted on plans, shearwall schedule, or details._.. Bolts shall be located within 12" of each end of 2x sill plate with a minimum of two anchor bolts per sill plate. 7. Any unusual soil conditions such as organic soils, clay pockets or uncertified fills shall be brought to the attention of the engineer prior to construction. 8. Clean footing excavations of debris and loose soil prior to placing concrete. 9. Slope the ground surface awaU from footings to direct w tqr away from the foundation and prevent water ponding next to the footings. Provide 1�2' per foot slope away fob 6'. 10. Provide an 18" x 24" under floor access. II. Wall stems may be 8" cmu with all cells grouted with 04 0 24" o.c. horiz. and vert. or 6" wide concrete. 12. Provide 6" x 14" screened under floor vents per code CONCRETE: I. Ali concrete shall have a cement factor of 5 sacks per cubic yard, a maximuam slump of 4" and a minimum fc=2,500 psi after 28 days curing unless otherwise noted. 2. Vibrate concrete around all bolts, rebars and surfaces. 3. Construction joints shall be clean and wet prior to pouring concrete. 4. Aggregate size shall be a maximum of 1-1/2' in foundations and 3/4" at all other locations Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 5. Ali cement shall conform to ASTM Standard C-150. All aggregates shall conform to 11 ASTM Standard -33 )t„ fl tl,i ;"': �1.^ � i. ,. ^ P+'!;'!'?r'!..i ! -' =� 1 C � �-j;..a�. ii,-'��..7'. iii,.., r�' � \J+,t, .0 � J b. Unless -shown of erwise, tie minimum concrete cover for reinforcing shall Se 2'"except when concrete is to be placed directly against earth where it shall be 3". MOOD: 1. All wood bearing on concrete shall be pressure treated Hem -Fir 2. Holes for bolts shall be bored with a bit 1/32" to 1/16" larger than nominal bolt diameter. 3. All bolt heads and nuts against wood shall bear against 2" x 2" x 3/16" steel washers, unless special washers are called for on plans or details. STEEL: I. Reinforcing steel shall conform to the provisions of ASTM A-615 Grade 40 for *4 tl,gmaller, ASTM A-615 Grade 60 for *5 bars and larger. All rebar to be deformed and all splices shall not be less than 50 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. 2. Bolts and nuts shall conform to the provisions of ASTM A307, Grade A. TABLE I PiER BASE OR POURED IN-PLACE CONCRETE FOOTING DIMENSIONS MAXIMUM PIER LOADS (LBS) SEE NOTE I ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF 1500 2000 2500 3000 3500 4000 4500 5000 FOOTING SIZE 16" x 14" 16" x IS" 16" x 23" 16" x 27" 24" x 21" 24" x 24" 24" x 27" 24" x 30" MAXIMUM PIER LOADS (LBS) SEE NOTE 1 6000 7000 8000 9000 10,000 11)000 12)000 13,000 FOOTING SIZE 30" x 29" 30" x 34" 32" x 36" 36" x 36" 36" x 40" 36" x 44" 36" x 48" 36" x 52" NOTES: I. SEE FLOOR PLAN FOR MINIMUM PIER CAPACITY UNDER RIDGE BEAM SUPPORT POSTS. 2. LARGE SUPPORT POST LOADS MAY REQUIRE DOUBLE PAIR APPLICATION (SEE DETAIL A ON MFG. PLANS) CHECK MAXIMUM PIER CAPACITY WITH METAL PIER MANUFACTURER. STRUCTURAL CALCULATIONS: FOUNDATION ANCHORAGE FOR SINGLE FAMILY RESIDENCE OARED ON THE 2001 CALIFORNIA BUILDING CODE. ANCHORAGE TO FOLDAUMMs GRAVITY LOADS: WEIGHT OF BUILDING (WT) = 75.0 K LENGTH OF BLDG. (Lbldg) = 70 FT ROOF= COMPOSITION SHINGLES 3.0 PSF WiDTH OF BLDG- (Wbidg) = 40 FT I/2" OSB OR PLYWOOD 15 PSF HEIGHT OF. BLDG- (Hbidg) = 8 FT FRAMING 3.0 PSF HEiGHT OF RIDGE (Hridge) = 14.7 FT R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 32 P5F 3 PSF MISCELLANEOUS DEAD LOAD 14.0 PSF LATERAL LOADS= SEISMIC: 25 *036 *W = 0164 W FOR LIGHT FRAMED 55 SHEARWALLS WHERE R = 5.5 SOIL PROFILE = Sd FOR STiFF SOIL PROFILE Ca = 036 PER UBC TABLE 16-Q P = 150 E = P * VW 0.245 W (PER UBC EQ. 30-1) NET FORCE = 0245 W11.4 = 0175 W VAND: EXPOSURE= C METHOD 2 WIND SPEED = 80 MPH Cq 13 qs 16.4 PSF - Ce 0 -15' = 1.06 Cq *qs *Ce = 0.0226 KSF TABLE ]I FOOTING SIZE FOR INTERIOR PIERS ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF ON -CENTER PIER SPACING PIER LOAD FOOTING SIZE 6' 21320 24" x 13" 8' 2848# 24" x 17" 10' 35530 24" x 22" 12' 4264 24" x 24" TABLE M ANCHOR BOLT SPACING AT PERIMETER STEMWALL LOCATION OF ANCHOR MAXIMUM SPACING WALL LINE BOLT SiZE OF BOLTS. 6H6f4T BALL ' AT EACH END I/2"" DIAM. ," 34 ON CENTER LONG WALL AT EACH SIDE 1/2" D1AM. 72" ON CENTER NOTES: } 1. A MINIMUM OF 2 BOLTS PER SILL PLATE ARE REQUIRED. 2. BOLTS SHALL BE INSTALLED A MAXIMUM OF 12" FROM END OF SILL PLATE 3. 2" X 2" X 3/16" STEEL WASHERS ARE REQUIRED AT EACH ]BOLT. 4. EACH BOLT SHALL HAVE A MINIMUM EMBEDMENT OF 7". 5. THE ANCHOR BOLT CALCULATIONS ARE BASED ON A PREMANUFACTURED HOME WiTH A MAXIMUM LENGTH OF 70 FEET AND A MAXIMUM WIDTH OF 40' FEET AND A MAXIMUM WEIGHT OF 75,000 POUNDS WITH A MAXIMUM PLATE HEIGHT OF 8' AND A MAXIMUM ROOF PITCH OF 4 r 12. LATERAL FORCE PERPENDICULAR TO RIDGE WIND FORCE (Vwind) = Pwind * (Lbldg/2)*(Hridge - Hbldg,/2) Vwind = 8.44 K SEISMIC FORCE (Vseismic) = (WT/2) * k Vseismic = 6.6 K (WIND GOVERNS) ANCHOR BOLT SPACING (ABspacing) = OfoOOK/BOLT * Wbldg/V ABspacing = 341 IN LATERAL FORCE PARALLEL TO RIDGE 4 WIND FORCE (Vwind) = Pwind * (Wbidg/2)*(Hridge - Hbldg,/2) Vwind = 4.8 K SEISMIC FORCE (Vseismic) _ (WT/2) * k Vseismic = 6fo, K (SEISMIC GOVERNS) ANCHOR BOLT SPACING (ABspacing) = 0.600K/BOLT*"Lbldg/V ABspacing = 76.4 1N U_ 1/2" DIAMETER X 10" ANCHOR BOLT 34 INCHES ON CENTER ALONG THE WIDTH OF BUILDING 1/2" DIAMETER X 10" ANCHOR BOLT 721NCHES ON CENTER ALONG THE LENGTH OF BUILDING =EL MAiN RAIL )D WEDGE SHiM 3"x16" MASONRY BLOCK )ISTURBED SOIL INTERIOR PIER DETAIL 2x4 PONY WALL STUDS AT 16" O.C. za - -z � IIII �.•`•�' 12" N.T.S. MOBILE HOME BY OTHERS 2x4 TOP PLATE 16d NAILS a 12" O.C. 3/8" CDX OR EQUAL W/ 8d 0 6" ,/12" OR 5/16" HARDIEPANEL SiDiNG WITH 8d HOT DIPPED GALV. NAILS A 6"/I2" INSTALL PER MFG. RECOMMENDATIONS 2x4 PRESSURE TREATED SILL 8d GALV. a 6" O.C. EDGES 12" FIELD MrA . 515W STEEL MAIN PAiL WOOD WEDGE SHIM 6"x8"x16" MASONRY BLOCK 2x12 PRESSURE TREATED MIN. OF 24" LONG OR USE "ABESCO" PADS INSTALLED PER MANUFACTURER'S SPECIFICATIONS UNDISTURBED SOIL 2"x6"x8" PRESSURE TREATED BLOCK WITH SHIMS 6"x8"xi6" MASONRY BLOCK UNDISTURBED SOiL z ���� •. •. : •. .•• ::: iiia= UNDISTURBED SOiL ...t 1/2"x10" A.B. WITH SPACING PER �n 2 - *4 REBAR EACH WAY TABLE III ON THIS SHEET WITH 2" X 2" X 3/16" THICK STEEL WASHER ,--64 REBAR_ TABLE-I-- TOP TABLE _I. _ TOP t BTM. FOOTING DETAIL N.T.S. INTERIOR PIER DETAIL- 12" d MANUFACTURED HOME BY OTHERS 3/8" CDX OR EQUAL W/ 8d A 6"/12" OR 5/16" HARDIEPANEL SIDING WITH 8d HOT DIPPED GALV. NAILS A 6"/12" INSTALL PER MFG. RECOMMENDATIONS PLYWOOD SPLICE 3/8" CDX OR EQUAL W/ 8d A 6"/12" 4x6 RiM WiTH VENT PER CODE 2x4 PRESSURE TREATED SILL UNDISTURBED SOIL 1/2"x10" A.B. WITH SPACING PER TABLE Ili ON THiS SHEET WITH 2" X 2" X 3/16" THICK STEEL WASHER *4 REBAR CONTINUOUS TOP t BTM. FOOTING DETAIL N.T.S. FOUNDATION DESIGN CRITERIA THE FOUNDATION. AND ANCHOR BOLTS SHALL BE DESIGNED 1N ACCORDANCE WITH THE '98 CBC AND vDESIGNED FOR THE FOLLOWiNG MINIMUM CRITERIA: cauN�WIND SPEED: 80 MPH WIND EXPOSURE: C SEISMIC ZONE: 3 MOD M FN CIS 011 00 Lo U _Cb Cn a >' � o o .a a c ;_ 0 0 -_ oU=•ami �oa)con, 0 CN L O IS"" O i vS a O 0 W V x. V Z ` a. ZZ 0W��0 Z ,� =) F J -ug aciw0Jr V lie V QN C0 ON10 0Z w • 1Q J 0 (r Ca: c Z 0W0OIL ZS as O� 0 0 Design: JMR Checked: JMR Date= DECEMBER, 2004 Job No. 8W Sheet: 1 of I Sheets