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061-350-050
bm-luo 012,1-3Sj-o o Tlp,00cretk Q. Berry Creek Parker, Thumas &. R991 New MN ON PERM PND, NEW SIT( (1395) CONTR : Pt aom omen - 1 nFl U '66i -350-050 05-1090 PARKER, TOM ENUMCLAW RD. BERRY CREEK Cont: OWNER AG BLDG 00 ski t j, I1 h I¢ �{!;'`Ht}�7 - it i {{ f:' t € L 9�S ;j` ,• t �'�li? �r�� ��'� �a'S' 1 d tt r �i1 1 - r }� Apt ` d` {3+! f+ qtr Al � lt� i � �•'� t �4 �' I •f��T€4�. 2 �"t.� ��.f1 YE t 1 y �i r - RECORDING REQUESTED BY: WHEN RECORDED MAIL TO: Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 ..0Kiw&ffM i1Ri bP'Ef! F-- Has not 'Oe?it CDLoared with original 8i)i i i.ihify {i 0j;?Wi.'q NOTICE OF MANUFACTURED HOME (MOBILEHOME OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM THE ATTACHED DOCUMENT IS BEING RECORDED TO CORRECT AN ERROR IN THE MODEL NAME, AND NUMBER ON THE NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM, RECORDED ON 11-14-2008 UNDER SERIAL NUMBER 2008-0041559. THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY. BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONIN NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed a give constructive notice as to its contents to all persons thereafter dealing with the real property. PARKER, THOMAS A. & PEGGY L. DL`AT 5142 OLIVEHURST WAY ELK GROVE BUTTE CA, 95758 CITY COUNTY STATE ZIP 3 31 TIPSOO PEAK WSTALLATION MAII INGADDRESS, IF DIFFERENT BERRY CREEK BUTTE CA , 95916 COUNTY STATE SAME UNIT OWNER (if also property owner, write "S, SAME MAILING ADDRESS SAME CITY COUNTY STATE UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE nF 7 COUNTY CENTER DRIVE OROVILLE BUTTE CITY COUNTY B08=1816 BUII, G PERMIT NO SIGNATURE OF L CAL AGENCY NONE DEALER NAME (if not a dealer, Wil NONE rvv. CA 95965 STATE ZIP 530) 538-7541 11/13/2008 DATE CMH MANUFACTURING WEST INC 2008 BERKSHIRE FIRESIDE SERIES/ BR52003F MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUIvMER SAC033491CA A/B52' X 27' ►3Q5��03 ' SERIAL NUMBER(s) RAD 1473277/8 LENGTH X WIDTH INSIGNIA/LABEL NUMBERS) REAL PROPERTY LEGAL DESCRIPTION: SEE ATTACHED ASSESSOR'S PARCEL NUMBER: 061-350-050 HCD FORM 433(A) REV 8/91 WHTTF _ rn—tr Do,., A— n A lT A D lr -- 005 :i Order No. BU -216772-3 MAU Description The Land referred to herein is situated in the State of Califomia, County of Butte, and is described as fol] pws: P&O - L I: , PARCEL 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "T PSOO PEAK SUBDIVISION", WHICH MAl' WAS RECORDED IN TIjB OFFICI; OF TIM RECORDM OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 16, 1987, IN .BOOR 104 OF MAPS, AT PAGE(S) 86 AND 87. APN 061-350-050-004 PARCEL 11_ A RIGHT OF WAY AND PUBLIC UTILITY EASEMENT Oyu CPARCEL 1, AS SHOWN QN THAT );IZ fAiN MAP ENTTTLkD, "TIPSOO PEAK SUBDIVIMI4N", WIIICIH MAP WAS RECORDED IN ME oFr'iC:E OF THF RECORDER OF THE COUNTY OF BUTM, STATE OF CALIFORNIA, ON MARCH 16, 1987, IN BOOK 104, OF MAPS, AT pAGE(S) 86 AND 87- DascripLion: HUtte, CA DocwneAt-year.DooZD '2003.80914 Yage: 2 2 of ozdo=: iu Comment: I X FOUNDATION SYSTEM , CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: B08-1816 Address or location of unit: 31 TIPSOO PEAK, BERRY CREEK CA 95916 Legal Description of Real Property: 061-350-050 SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: PARKER, THOMAS A. & PEGGY L. Owner's address:5142 OLIVEHURST WAY ELK GROVE CA 95758 INSIGNIA OR HUD NUMBER:RAD1473277/8 SERIAL NUMBER OR V.I.N.: SA* C033491 CA A/B MANUFACTURER'S NAME: CMH MANUFACTURING WEST INCYEAR: 2008 OFFICIAL APPROVING INSTALLATION: i y DATE: & PHONE: (530) 538-7541 H.C.D. 513 31 I r BUTTE BOUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD _MUST BE ON JOB SITE 24 Hour Inspection Lira (IVR) : (530) 538-4365 Office: (530) 538-7541 Fax: (530) 538-2140 Website for Online Permits/Renewal Payments: www.buttecounty.net/dds Permit No: B08-1816 Issued: 10/07/2008 Address: 31 TIPSOO PEAK Area: RRY CREEK Owner: PARKER, THOMAS A. & PEGGY L. Applicant: FREEDOM HOMES Permit Type: SFD-Mobile Home PFS APN: 061-350-050 Description: NEW MH ON PERM FND, NEW SITE (1395) AREA 2 Flood Zone: None SRA Area: Yes SETBACKS for Zonine. AG. SRA. PW Front: 20 Ultimate R/W from CL: 30 Rear: 5 SRA: Side: 5 AG: Other: Total Setback from Centerline of Road:20+30 ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Building Fina • -0 F FICE Bldg Permit: Address: COPY - x - ATE Set 809 Fou/ 813 Pier/ Grad 802 Mobile Home Final Eufeq Form] GAS By: - Electric By: ( Dat�� Dat , ® -• Stucco Brown 144 Swimming Pools Setbacks Pre - Pool Plumbing Test Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Fina • 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 .Pool Final 802 Mobile Home Final 802 - Inspection Type I IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 1 117 Ceiling Insulation 1 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 e Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 rt Gas Test Yard 404 Manometer Test 605 2W Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Clyc o? Length x Width: Insignia:E4,Dly-lj�'11-1_jr Public Works= 538-7681 Fire DepartmentlCDF 538-6226 Env. Health Final 538-7281 Sewer District Final **PROJECT FINAL 801 -rrolect rinai is a certiticate of occupancy for (1tpidential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy 1 RECORDING REQUESTED BY: AND. WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE ' OROVILLE CA 95965 My of D r ,ggtkareed 14 -Nov -20@8 -Vo-@041559 mas not 'teen coopared with oriainal 130f fE COLIN (Y 8tUNDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. PARKER, THOMAS A. & PEGGY L. BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 5142 OLIVEHURST WAY 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS ELK GROVE BUTTE CA 95758 OROVILLE BUTTE CA . 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 31 TIPSOO PEAK B08-1816 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILD G PERMIT NO. TELEPHONE NUMBER BERRY CREEKBUTTE CA 95916 11/13/2008 CITY COUNTY STATE ZIP SIGNATURE OF L AL AGENCY OFFICIAL DATE SAME NONE UNIT OWNER (if also property owner, write "SAME" DEALER NAME (if not a dealer, write "NONE") SAME NONE MAILING ADDRESS • DEALER LICENSE NO. SAME U11I UVUNIY NIAlb GIF UNIT DESCRIPTION CMH MANUFACTURING. WEST INC 2008 W1 126458 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER SAC033491CA A/B 52'X 27' RAD1473277/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 061-350-050 11 SEE ATTACHED HCD FORM 433(A) REV 8/91 0 • rna$i:. Order No. BLT -216772 3 MAM Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: 'PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN MAP E lr=ED, -NPSOO PEAK SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF TIM RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 16, 1987, IN BOOK 104 OF MAPS, AT PAGE(S) 86 AND 87. A -PN 061-3S0-050-000 PARCEL Q A RIGHT OF WAY AND PUBLIC UTILITY EASEMENT OVER PARCEL 1, AS SHOWN ON WHAT CHR: FAIN MAP ENTITI,P.D, ,TIPSOO PEAK SUBDMSION", WHICH MAI' WAS RECORDED IN THS OF r-1 CE OF THE RECORDER OF THE COUNTY OF BUT M STATE OF CALIFORNIA, ON MARCH 16, 1987, IN BOOK I04 OF MAPS, AT PAGB(S) 86 AND 87. m r] Doscriation: Butte,CA Docilment-Year.D00ID 2009.80914 Page: 2 of 2 ordor: iu comment: - f .FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: B08-1816 Address or location of unit: 31 TIPSOO PEAK, BERRY CREEK CA 95916 Legal Description of Real Property: 061-350-050 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: PARKER, THOMAS A. & PEGGY L. Owner's address:5142 OLIVEHURST WAY ELK GROVE CA 95758 INSIGNIA OR HUD NUMBER:RAD1473277/8 SERIAL NUMBER OR V.I.N.: SAC033491CA A/B MANUFACTURER'S NAME: CMH MANUFACTURING WEST INCYEAR: 2008 OFFICIAL APPROVING INSTALLATION: 1 yjZ DATE: PHONE: (530) 538-7541 H.C.D. 513 TOF STATE'OF CALIFORNIA NUMBER: .BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING -AND COMMUNITY DEVELOPMENT 8-78 .0299. PIVISI.QN-.OF.COD.ES AND..STANDARDS. MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN DISTRIBUTION: ORIGINAL(PINK)`1 -FORWAkDTO--THE.14V15RT.ORYCREOF.-TIORiUNLPS COPY I (WHITEY: fORWARD TO THE- DEPARTNEN-r-At. P.Q.:BQX182i Copy-.X.(.YELLOW.)-'.-!.��-�...'•-.'DEUVEt(-.�TV�rHE--'TRANSPORTERTCr'WC'CdW4t4YT COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) 58f0828,WITHIN: FIVE 'RA CHECK IF THIS IS A DUPLICATE.MCO-ENTER-ORIGINAL MCQNO.. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 2 SFD (SINGLE FAMILY DWELLING). :.[]-,MUMH (MULTI=UNIT. MANUFACTURED HOUSING) ' '-TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: ':-'R T _; .,NUFACTU RING WEST INC. MFI126458 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: 76,849.00 14,qk; 0 -LD PLACERVILLE ROAD SACRAMENTO CA 95827 (Street) (City) (State) (zip) MANUFACTURER TRADE NAME: MODEL NAME: AND/OR.. -!NUMBER: - DATE OF.MANUFACTUkE: FIRESIDE -'SERIES BR -5-2-003F 09-24-08- NAME OF DEALEROR TRANSFEREE/(OWNERSHIP. TRANSFERRED TO):DATE CALIFORNIACALIF. :PF%TRANSFER : LOmEs, I.,ac.. .11OW. DL� DEALER OR TRANSFEREE ADDRESS P.. (Street) (City) (State) INVENTORY CREDITOR NAME: INVENTORY CREDITOR ADDRESS: (Street) (City) (State) M _'N UFA( ,SERIAL _01 13r IM11 A ATURER�,SERIALMUMBERW,� A nn't, NOiES, C4ff E-4 -At SAC033491CA A RAD1473277 624 162 i8200 SAC033491CA B :W.14732-7.8- 16. -1820 .0. TRANSPORTER NAME: N IN i T T TRUCK' TRANSPORT 44, TRANSPORTER ADDRESS' "`DONOM;H' -0A 30253 0. BOX 569 PC' (Street) DESTINATION FOR UNIT DESCRIBED ABOVE: HO' ES 2243 FEATHER RIVER BLVD OPCIVILLE CA 95965 (NAME) .-..(Street) (City) (State). I certify under penalty of perjuryunder. the -laws, of the State of. California that -the -above facts are titeandl-correct.: - 09-26-08 SACRANKE NTO SACRAMENTOCA Executed on at (Date) ss(City) 11GNATIJRF OF AUTHORIZEDAGENT DISTRIBUTION: ORIGINAL(PINK)`1 -FORWAkDTO--THE.14V15RT.ORYCREOF.-TIORiUNLPS COPY I (WHITEY: fORWARD TO THE- DEPARTNEN-r-At. P.Q.:BQX182i Copy-.X.(.YELLOW.)-'.-!.��-�...'•-.'DEUVEt(-.�TV�rHE--'TRANSPORTERTCr'WC'CdW4t4YT COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) 58f0828,WITHIN: FIVE 'RA ,_06/,20/2008 11:26 FAX R)ECORDTNG REQUI✓STED BY MID VALLEY TITLE & ESCROW CO. AND WI -LEN RECORDED MAIL T0: THOMAS A. PARKER PLGGY L. PARKER 5142 OLIVEHUR$T WAY ELIC GROVE, CA 95758 ORO -C 004 SII! �111II I gill 11111 11� 1�f11111 tf $tta9 X 4 Recorded Offi.cidl Records County Of TE CANDACE`J. GRUBBS Recorder ROSEMARY DJCHSDN Assistant 09: NA14 17—Nov-20@3 Above This Line for Recorder's Use Only J TAX FEE 10.00 65.45 7 I i o,arl( I Page 1 of a A.P.N.: 061-350-050 Order No., 216772MAPA Escrow NO.: Z167MMAM GRANT DEED TME UNDERSIGNED GRANTOR,$) DECLAAE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $05.45 X ] compared on full value of property conveyed, or l computed on full value less value of liens or encumbrtmces rcuWning al lime of sale, X ] unuicorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hareby acknowledged, HENRY T. RUNGE, JR., TRUSTEE Or THE HBNRY T. RUNGE, JR. AND CYNTHIA, A. RUNGE LIVING TRUST hereby GRANT(S) cc THOMAS A. PARKER and PEGGY L. PARKER, Htuband and Wife as Joint Tenants 2 �v the following described property in the Unincorpratead Area of the, County of Butte State of California; SEI; ATTACHED LEGAL DESCRIYrION THE HENRY T. RUNGE, JR. AND CYNTHIA A. kUNGF ING TRUST By: HENRY T. RUNGE, fR., R ST5E Document Date; November 5, 2003 STATE Or CALIFORNTA )SS COUNTY of: BUTTE ) On NO'VEMSER 14, 2003 beforeine, MARY A. THOMPSON, NOTARY personally appeared HENRY T.• RCINGE. JR. personally known to the (or prove to me on the basis of satisfactory evidence) to be the person(s) whose nama(s) Ware subscribed to the whin instrument end acknowledged to ine (lilt he/shdthey execulat) the same in his/heTAheirawhorized capedry(ics) and Ibat by hislhar/their sipawre(c) on the instrument the pawn(c) or the entity upon behalf of which dto person(s) acted, eXet:llrad Ute instrument. WITNESS ad and off; f se Signanrre MARYA. THIOMnON 5i COMMISSnon 41351470 f� v Nolary Public-Calitorn'la Guile C:ounly My Comm f rn. ,1Pi�. 15, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noced 13clow i Description: Butto,CA Doo1Tmont—Yea=,D002D 2003.80914 Pogo: 1 of 2 order: iu Comment: 06/20/08 FRI 10:1.9 fTX/RX Nn ATARI lalAAA << BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 31 TIPSOO PEAK Owner: Permit NO: B08-1816 APN: 061-350-050 PARKER, THOMAS A. & PEGG Issued Date: 10/07/2008 By TMP Permit type: RESIDENTIAL 5142 OLIVEHURST WAY Subtype: SFD-Mobile Home PFS ELK GROVE, CA 95758 Expiration Date: 10/07/2009 Description: NEW MH ON PERM FND, NEW SIT (916) 716-0897 Occupancy: Zoning: A-5 Contractor Applicant: Square Footage: FREEDOM HOMES FREEDOM HOMES Building Garage Remdl/Addn 2243 FEATHER RIVER BLVD. 2243 FEATHER RIVER BLVD 1,395 OROVILLE, CA 95965 OROVILLE, CA 95965 Other Porch/Patio Total (530) 532-3301 (530) 532-3301 1,395 FEE INFORMATION CWIF MH $1,669.57 DBFIRE SRA Fire Plan Review (S $107.00 CWIF MH $1,859.21 DBMSC Mobile Home Permit Fee. $361.74 CWIFAUD Impact Processing Audi $50.00 DBOMSC Fire Safe Standards Rev $118.98 CWIFDDS Impact Processing Fee $50.00 DBSMIP Residential $9.07 DBEH Building Review Fee $78.90 DBF MH Plan Check $241.16 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE Fire Inspection (SRA) $107.00 Total Charged: $4,759.63 Fees Paid: $4,759.63 Balance Due: $0.00 Receipt No: B8779 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License FREEDOM HOMES 839031 / B / 05/31/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full f d effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/07/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Con r i na re Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: XL Specialty ins uranpolicy Number: RV Exp. Date:07/01/2009 Contractor's License Law.). (This section nee not a completed if the permit is or on7 a hundred dollars ($100) or less.) ❑IAM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers'X 10/07/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisio X 10/07/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sig t Date W ING: FAILURE TO SECUR WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Co ty to enter the above mentione grope for inspectiongmes. I hereby certify that I am the erty owner or am authorized t ct o property ownhalf. CONSTRUCTION LENDING AGENCY 10/07/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ame of Permittee [SISx ] Pri t Date the performance of the work for which this permit is issued. (3097 civ. code) [/ r Owner Contractor OR. Agent for Owner Vgent for Contractor FILE COPY Lender's Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PERMIT BUILDING PERMIT APPLICATION*NO. OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds BIN # PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. CONTRACTOR OWNL=R INFORMATION Last Name City First Name Zip �Fb 3!b/ Phone Q Mailing Address Lic. # ( Class ®� City— E-mail State Zip 9�7� Phone %6 00 Fax .— E-mail r -- CONTRACTOR Name Fs?E.E>1 01 Address q JJ -2 City State 04 Zip �Fb 3!b/ Phone Fax o T E-mail Lic. # ( Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City � Address Zip City Fax z �� State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name oF—Ft©a,/ h 'g_S �'i4E Address g --?,y� 'f �r< 917 City � State Zip PhoneQ,,5;,,,,_-,,__ Fax z �� E-mail PROJECT LOCATION API Q&/ +�O _050 Property City A. WORKER'S COMPENSATION Policy Number , / Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name ; Address DESCRIPTION OR SCOPE OF WORK: s .i i Sq FT- Living Garage Open Cov ❑ Structure Built without Permits f ❑ Proposed Change of Occupancy (Note previous use): Owillt UniOh Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601, Telephone (530) 538-2140 Fax www.buttecounty.net/dds ti "PERMIT APPLICATION DATA SHEET" Reference Number: B08-1816 Date: 09/04/2008 Location: TIPSOO PEAK By: KCG Parcel Number: 061-350-050 Sub Type: SFD-Mobile Home PI Owner Name: PARKER, THOMAS A. & PEGGY L. Phone: (916) 716-0897 Description: NEW MH ON PERM FND, NEW SITE (1395) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 E] ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 ❑ PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 I�Y ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: E] 0 Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. r, Signature of Applicant: Date: 09/04/2008 FILE L SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 I�Y ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: E] 0 Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. r, Signature of Applicant: Date: 09/04/2008 FILE L BUTTE .COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B08-1816 Job Address: TIPSOO PEAK Contractor: FREEDOM HOMES 2243 FEATHER RIVER BLVD OROVILLE, CA 95965 Printed: 09/04/2008 12:00 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF MH CWIFFIREF MH 1851-0-280-1011852 $300.29 CWIFFIREVE MH 1851-0-280-1011853 $579.65 CWIFPWRDS MH 1831-0-280-1011001 $789.63 DBEH Building Review Fee 0021-540013-4614901-10101 $78.90 09/04/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-10101 $107.00 0100-4500014617240-10101 $107.00 09/04/2008 : $107.00 DBOMSC Fire Safe Standards Rev CWIFLBRYF MH 0010-440001-4210501-10101 $118.98 DBFIRE SRA Fire Plan Review (S 1825-0-280-1011827 $132.82 CWIFLBRYV MH 0100-450001-4617240-10101 $107.00 09/04/2008 $107.00 CWIFAUD Impact Processing Audi 1840-0-280-1011841 $256.55 CWIFSHERFJL MH 090807 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 1808-0-280-101001 $544.94 0010-440001-4617999-1010 $50.00 DBMSC Mobile Home Permit Fee. 0010-440001-4210500-10101 $361.74 DBF MH Plan Check 0010-440001-4210501-1010( $241.16 09/04/2008 $241.16 CWIF MH CWIFSHERFVE MH 1840-0-280-1011842 $125.18 CWIFGGVE MH 1810-0-280-101001 $251.32 CWIFLBRYF MH 1825-0-280-1011826 $197.45 CWIFLBRYM MH 1825-0-280-1011827 $132.82 CWIFLBRYV MH 1825-0-280-1011828 $3.95 CWIFSHERFF MH 1840-0-280-1011841 $256.55 CWIFSHERFJL MH 090807 1800-0-280-1011811 $347.00 CWIFGGF MH 1808-0-280-101001 $544.94 DBSMIP Residential 1001-0-280-1011298 $9.07 49759.63 $534.06 Printed By: Kourtni Graham Balance Due: $4,225.57 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan the 'ng process. Signature: Date: 09/04/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1816 Date: 09/04/2008 Location: TIPSOO PEAK Parcel Number: 061-350-050 Owner Name: PARKER, THOMAS A. & PEGGY L. Phone: (916) 716-0897 Description: NEW MH ON PERM FND, NEW SITE (1395) Signature of Applicant: Date: 09/04/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive . Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C Qtl0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1816 Date: 09/04/2008 Location: TIPSOO PEAK By: KCG Parcel Number: 061-350-050 Sub Type: SFD-Mobile Home PI Owner Name: PARKER, THOMAS A. & PEGGY L. Phone: (916) 716-0897 Description: NEW MH ON PERM FND, NEW SITE (1395) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed:` Title: I;P/-- FILE Date: 09/04/2008 California Department of Forestry and Fire Protection ,Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B08-1816. Date: 09/04/2008 Location: TIPSOO PEAK By: KCG Parcel Number: 061-350-050 Sub Type: SFD-Mobile Home PI Owner Name: PARKER, THOMAS A. & PEGGY L. Phone: (916) 716-0897 Description: NEW MH ON PERM FND, NEW SITE (1395) To .meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention .Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 09/04/2008 Date Rev'd 5/7/07 ;gn4ature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html FILE TATE OF CALffORN1A •BUSINF_SS_ TRANSPORTATION AND HOl15ING AGENCY Amold Chu men roovern DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS 1800 Third Street, Room, 260, P.O. Box 1407 Sacramento, CA 95812-1407 ti From TDD Phones 1(800) 735-2929 (916) 445-9471 FAX (916) 327-4712 wwwLcdca.gov September 1, 2008 NOTICE OF EMERGENCY ACTION SUBJECT: MANUFACTURED HOME, MOBILEHOME, MULTIFAMILY MANUFACTURED HOME AND COMMERCIAL MODULAR IGNITION RESISTANT CONSTRUCTION SYSTEM REGULATIONS The Department of Housing and Community Development's (HCD) proposed emergency regulations that affect the exterior design, construction, installation and alteration of any new or used manufactured home, multifamily manufactured home or commercial modular or used mobilehome:designated for installation in Wildland Urban Interface Fire Areas in California has A been approved by the Office of Administrative Law (OAL) and is effective beginning September 1, 2008. The emergency regulations are adopted into California Code of Regulations; Title 25, Chapter 3, Subchapter 2, and adopt by reference portions of the California ' Code of Regulations, Title 24, California Building Code, Part 2, Chapter 7A. The emergency regulations have been filed with the Secretary of State, making the emergency regulations effective for one hundred and eighty (180) days. Within this 180 -day effective period of September 1, 2008 through February 27, 2009, HCD is proceeding with a regular rulemaking action, including a public comment period. The emergency regulations will remain in effect during this rulemaking action. ' You may review the new regulatory language on HCD's website at the following address: http://www.hcd.ca.gov/codes/mhl)/ under the heading Wildland Urban Interface (WUI) Emergency Regulations. If you have any questions regarding this proposed emergency action please contact Richard Weinert at (916) 445-3338. § 1337. Support Inspection. At the time of inspection, the installation of the MH -unit on its support system shall be complete and the 'r area under the MH -unit shall be accessible for inspection. (a) Skirting shall not be installed until all underfloor installations have been approved by the enforcement agency. (b) Masonry walls shall not be installed until all underfloor installations have been approved by the enforcement agency, unless the installation of the masonry wall is required to provide perimeter support to the MH -unit. NOTE: Authority cited: Section 18300, Health and Safety Code. Reference: Section 18613, Health and Safety Code. Butte Coobty Department of Development Services 2'\J3TrF0 TIM SNELLINGS, DIRECTOR PETE CALARCO, ASSISTANT DIRECTOR o o 7 County Center Drive Oroville, CA 95965 CDU Nay (530) 538=7601 Telephone (530) 538-7785 Facsimile www buttecounty.netldds www buttegeneralplan.n.et. . ADMINISTRATIONBUILDING' PLANNING Skirting for Manufactured/Mobile Homes in a State Responsibility Area Notes.: 1, These are acceptable options where there is no perimeter masonry foundation. 2. Siding must -be supported a minimum of 6" above finish grade, except when concrete slab (option 3) is used. 3. Siding must be a product approved by the California State Fire Marshall and installed according to the manufacturers listing. Approved products may be viewed at: .htto'//www osfrn fire ca qov/strucfireengineer/pdf/bml/wuiPmLgts.odf OPT ION f OPT lQt�._ 'T � L,-.ILEH(ME. PP I?Ovev t -, HOME pI Isle, 2P•NN�- P,z RI', o1� W oo t7 PL 4Tr ", rg �; Go U I lwjajS Go NGR.61%2 ? I -4,i FIS x x D ISI ,Ar rgovF- a -,I PI NG. GRADE AWAY FROM MOBILEHOME TO A DISTANCE OF 5'-0" MIN. (TYPICAL FOR.ALL OPTIONS) 9 4a plona,✓ fjo f MOBILEHOM'E"�. ,ss �PPi 6-1 "e L_ a, W 2�cli+ .1pT; ter op, --4 R45�20400 0 R -AX ' CALIFORNIA DEPARTMENT of FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL r WILDLAND URBAN INTERFACE (WUI) PRODUCTS Published by CAL -FIRE FIRE ENGINEERING DIVISION Revised 08/15/08 Iittp-//osfm fire ca qov/strucfireengineer/pdf/bml/wuiproducts.pdf Starting January 2008, the new 2007 California Building Code (CBC) becomes effective. For products to be used in the Wildland Urban Interface (WUI), there are some regulations that required building products to comply with specific standards. In an effort to provide the home owners, industries, designers, local fire and building officials a readily list of "compliance WUI products", the State Fire Marshal Is publishing this "WUI_Products Handbook". All products published in this handbook have been reviewed and verified their compliance in accordance with the new 2007 CBC by SFM staff. Only products submitted to the SFM and in compliance will be published. It should be noted that products are not in this handbook may still comply with the standards. It is not a requirement for any products to be in this handbook. This handbook will be categorized Into 4 main sections: 1. Exterior Wall Siding and Sheathing (SFM Standard 1 2-7A-1) 2. Exterior Windows (SFM Standard 1 2-7A-2) 3. Under Eave(SFM Standard 12-7A-3) 4. Decking (SFM Standard 12-7A-4) The handbook may contain other products that are not listed above. - The SFM reserves the right to remove any products In this handbook for cause. The local Authority Having Jurisdiction (AHJ) has the right to approved or dis- approved products for used within their respective Jurisdiction. Our approvals are based upon technical data submitted by applicants. The CSFM Fire Engineering staff reviews test results and/or other data, but does not make an independent verification of any claims. All products shall be constructed in accordance with all applicable codes and ordinances. Refer to the appropriate AH) for details. 2 Building Standards and Materials for Building Code Chapter 7A, 2007 California Building Code The California Building Commission adopted the Wildland-Urban Interface (WUI) codes in late 2005. The majority of the new requirements take effect in 2008. These new codes Include provisions for ignition resistant construction standards in the wildland urban interface. The updated fire hazard severity zones will be used by building officials to determine appropriate construction materials for new buildings in the wildland urban interface. The updated zones will also be used by property owners to comply with natural ime of property sale. It is likely that the fire hazard hazards disclosure requirements at t severity zones will be used by local government as they update the safety element of general plans. The new building standard for the Fire Hazard Severity Zones will be enforced by the Building Official as projects go through the plan checking process. To best assist them in determining if a product meets the code requirements, the State Fire Marshal's Building ' Materials Listing program (BML) Program is accepting applications for materials for listing or for the review of meeting the standards. These materials will be posted on the SFM BML website at: htta:/losfm.fire.ca, ov str c i ear glr-ger/J�hm /`�vujproducts ndf and the Wildland Urban Interface Building Codes page of the Wildland Hazards and Building Codes at: http://Ivww.fire.ca.aoylfire_ re ntionZfire_p mention wildland codes Php The SFM listing service provides building authorities, architectural and engineering communities, contractors, and the fire service with a reliable and readily available source of information. Since the materials under Wildland Urban Interface Building Codes (except roof wood shakes and shingles) are not required by law to be listed by the SFM, the listings for these products are strictly voluntary. Materials not listed by the SFM may still qualify for use provided they met all the requirements under Chapter 7A. If not listed on the SFM site, all documentation and testing certificates showing compliance must be submitted to the building official having jurisdiction for final approval. For product listing information please contact: Ben Ho, Chief Fire Engineering Division 1131 S Street, Sacramento, CA 95811 (916) 445- 8312 nen hoAfire.ca.aov Information regarding the listing application, regulations and publications etc. can be downloaded at: h_p //osfm fire ca aov/strucfireennineer/strucfireengineer bml.pho http //osfm fire ca aov/strucfireenaineer/udf/bmlilistinc,Appiication.par http /!osfm fire ca aov/strucfireeng neer/odf/bmllt-19.pdf http //osfm fire ca aov/strucfireengrneer/odf/bmilcate-gorvbm.pdf http //osfm fire ca aov/structireenClineer/pdfHao/approvedtestinglaDs.odf Forauestl s relativeWildland Hazards and Wildland Urban Interface regulations and Chapter 7A please contact: Ethan Foote, Assistant Chief WUI Regulations Unit 1131 S Street, Sacramento, CA 958111 (916) 445-8200 ethan footeWre.ca.aov Information regarding all Wildland Urban Interface issues can be downloaded at: http://www.fire.ca.gov/Flre,preventionlfire_preven0on_wildland codes.php All SFM WUI standards can be downloaded at the following links-, Testing Standards CA SFM 12.7A-1, Exterior Wall Siding and Sheathing http://www.fire.ca.govRre-prevengon/downloads/Part_13CA_SFM 12.7A•1_Test_Slandards.pdf Y Testing Standards CA SFM 12.7A-1, Exterior Windows http:/A ww.fire.ca.gov<fire—preventionldownloads/Part_13 CA_SFM_12-7A-2_Test_Standards.pdf ➢ Testing Standards CA SFM 12.7A-1, Under Eaves http:/mww.fire.ca.govifire-prevenlio Ndownloads/Pan_12_CA_S FM_12-7A-3_Test_Standards. pdf Y Testing Standards CA SFM 12.7A-1, Decking http:/fw m.fire.ca.govRre-prevention/downLoads/Part_12_CA_SFM_12.7A-4 Test_Standards.pdf 2007 California Building Code CHAPTER 7A MATERIALS AND CONSTRUCTION METHODS (SEMS FOR EXTERIOR WILDFIRE SECTION 701A SCOPE, PURPOSE AND APPLICATION rior construction of new buildings located within anNlldland• (s. Urban Interlace Fire Area as defined In Sectiontems and or assemblies used In the 702A sign and 702A. 701A.2 Purpose. The purpose ofthiS ection offife and property by - Increasing he ability of buildinglocated In any Fire Hazard Severity standardsls to establish mInLrnum e within State Responsibility Meas or any W Idland-Urban Interface Fire Area to resist the Intrusion of name or burning embers pro/ectad by a vegetation Are and contributes fro a systematic reduction In conflagration losses. . 701A.3. Application. Now buildings located In any Fire Hazard Severity Zone within State Responsibility Areas or any skit ane- on or Interface Fire Area designated es gn Aad by the comply will) a logo agencyfar ar which an application for a building permit Is sub fter 1. 704A.1— Roofing 2. 704A.2 — Attic Ventilation 701A.3. f Alternates formaterlals, design, tests, andmethods o/cosNucVun. The enforcing agency is pemdledto x Chapter 1, When required by he enolrtingaagency f0rhe purposes otgrant� millions ting modifications. a are Protection plan Shen be tecteSubmltt d In accordance with the California Fire Code, Chapter 47. 701A.3.2 New Buildings Located In Any Fire Hazard Severity Zone. New bullrings located In any Fire Hazard Severity Zone shall comply with one of the following: f. State Savorily Zone within Areas, Rd application anon for a building Permit Is submitted onorafter rr January 1, 2000. shall comply Responsibility comply with 80 forwhich an sections of this chapter. Very-High2. Local Agency Fire Hazard Severity Zone fa which an application rAgency tion fed I a building permit submitted on or after July Severity Zone. Now buildings located In any Local 2008, sh �Ieo ply with all sections of this chapter. 3. Wlldland-Urban interface Fire Area designated by the enforcing agency. New buildings locafedln any Mldlnd-Urban Interface Fire Area designated by he enforcing agency lot which an application or a building permit Is submitted on or after January 1, 2000, shag comply with all sections of this chapter. 701A.3.2.1 inspection and certification. Bullding permit applications and Mal completion approvals for buildings within the scope end application of this chapter shall amply with he following., 70IA.3.2.2 The local bugd7ng official shag Prior to construction, provide he ownerorappliant a aNficallon that the building as proposed to bbe built compiles exposure s described listate and Ch Chapter. standards, Including those for materials and a 701A.3.2.3 The local building official shall, upon completion ofconstnrdlon, provide he owner or applicant with a copy ofhe Me, inspection report that demonstrates ro,vibuilding standards dudinghose or materials and construction methods for wOdNe exposure as described in his Chapter. 5.- 701A.3.2.4 Warta building Penlgl anal approval he Prep&ly shall be In compliance with the vegelaaon rlafvence requirements prescrloedlnCafffombPublic Resources Code 4291 andCaliomla Govemment Code Section 51182 SECTION 702A • DEFINITIONS For the purposes of Ws chapter, certain terms are defined below. CDF DIRECTOR means the Director of the California Department of Forestry and Fire Protection. FIRE PROTECTION PLAN document �zproject development sepeW7dland•Urban Interface Fire Areaf describesways to minimize and mitigate potential for lofrom w8�xposure. The Fire Protection Plan shag be In accordance with This chapterandthe Celilomla Fire Coda, Chapter 47. Whenrequved by he enlordng agency lor(he purposes ofgrenting modficallons, a are pretedion plan shall be submitted. Onlylocally adopted ordinances thathave been Ned with the CallfoMa Building Standards Commission orfhe Department of Housing and Community Development In accordance with Section 101.8 shall apply. FIRE HAZARD SEVERITY ZONES are geographical areas designated pursuant to California Public Resources Codes Sections 4201 fiuough 4204 and dassified as Very High, High, or Moderate In Siete Responsibility Areas or as Local Agency Very High Fire Hazard Severity Zones designated pursuant o California Govemmenf Code' Sections 51175 through 51189. See California Fire Code Article 88, The California Code ofRegula0ons, Title 14, Section 1280 entitles the maps of (hese geographical areas 03 Maps ofthe Fire Hazard Severity Zones In the Slate Responsiblgty Area of California.' IGNMON-RESISTANT MATERIAL Is any product width, when tested In accordance wMASTM Ee4 fare period0130mbUss, shashum a dame spoad dnotover 25 and show evidence o thfproVstvary lime soon. the test. the flame front shag not pogressmore glen 10)5 fed (3200 moo beyond Materials shag pass he accelerated weathedag test and be Idenfified as Exteriortypo, In accordance with ASTM D2898 end ASTM D3201. An materials shag bear Identification showing he are performance rating hereof. That Idenfiacation shall be Issued by ICC-ESACBO ES or a testing facility recognized by he Sfefe Fire Marshal having a service far Inspection of materials at the factory. Fire-Retardan-Tmated Wbod ornoncombustibo material as definedin sednon 202 shag satistyhe intent of Ws sedion. The enforcing agencymay use oherdefirdllns ofignitin�sistant matertalthatrefied wfldNe exposure to building materials and/or their materials penfortsnce In resisting ignition. LOCAL AGENCY VERY HIGH FIRE HAZARD SEVERITY ZONE means an area designated by a local agency upon the recommendation orfhe CDF Director pursuant to Government Code Sections 1177ctls1178 and 5116 (hat Isnot 0 tete responsibility area and where a local agency, dty, aunty, ry ty.responsible STATE RESPONSIBILITYAREA means lands that are classified by (he Board of Forestry pursuant to Public Resources Code Section 4125 where the financialresponsoggy ofpreventing and suppressing forest Nes is p0noly the responsibility of the state. WILDFIRE Is any uncontrolled are spreading through vegetative fuels that threatens to desWylife, property, orresowces as defined In Public Resources Code Sections 4103 and 4104. WILDFIR b SUREIone Is re combination ture of r dsant host, cone ironmeat, direct flame contact and burning embers being pre)add Yvegetation WILOLAND-URBAN INTERFACE FIRE AREA Is a geographical area Identified by the state as a 'Fire Hazard Severity Zone'In accordance with the Public Resources Code Sections 4201 through 4204 and Government Code Sections 51175 d from 76Aforhe applicable eerenced Sections ated of (he Governme enforcing entlCode and the significantcy to beat a c Resources Code. ares. See Section SECTION 703A — STANDARDS OF QUALITY 703A.1 General. Materia( systems, and methods of construction used shall be in accordance with this Chapter. 703A.2 Qualgication by Testing. Material and material assemblies tested In accordance with the requ6emenis of seUlan a703A shollbs gency approved by TesWgshaO De performed byatesling the State Fla MarshalorkdenGOedby an ICC-ESiCBOES report 703A.3 Standards of Quality. The State Fie Marshal standards listed belawand esreferencedbt this Chapter are locatedfn the California Referenced Standards Code, Part 12 and Chapter 35 orfhls code. SFM 12.7A-1, Exterior Wag Siding and Sheathing SFM 12.7A-2, Exterior Window SFM 12 -7A -J, Under Eave SFM 12.7A-4, Decking SECTION • 704A - MATERIALS, SYSTEMS AND METHODS OF CONSTRUCTION SECTION 704A.d• ROOFS 704A.1 ROOFING 704A.1.1 Genoml. Roots shag comply with therequirements of Chepler 7A and Chapter 15. Roofs shall have a roofing assembly Installed In accordance with Its listing and the manufacturer's installation Instructions. 704A.1.2 Roof Coverings. Where the MOfProfrle allows a space between the MOfcovering androofdecking, the spaces shall be constructed to prevent the Intrusion of games and ambers, be fire -stopped with approved materials or have one layer of No. 72 ASTM cap sheet Installed over the combustible decking. 704A.1.3 RoofValleys. When provided, valley flashings shag be not less than 0.019• Inch (0.48 mm) (No. 26 galvanized sheet gage) comeslonresistant metal Installed overs minimum 36 Inches (9 14 mm) wide underieyment conslsting o/one layer or No. 72 ASTM cap sheet running the fug length Orthe valley. 704A.1.5 Roof Guftere. Roof gutters shag be provided with the moons to prevent the accumulation offeaves and debris In the gutter. 704A.2 Attic Ventilation. 704A.I.1 General. When required by Chapter 15, root and attic vents shollrasist the Intrusion offiame end embersInto the attic area of the structure, or shall be protected by corrosion resistant non-combustible wire mesh with X Inch (6 mm) openings or Its equivalent. 704A.S.2 Eave or Cornice Vents. Vents shag not be installed In eaves and cornices. Exception: Eave and cornice vents maybe used pmvlded they resist the Invision of game and burning embers Into the attic area of the structure. 704A.2.3 Eave Protection. Eaves and soffits shag meet the requirements of SFM 12.7A4 or shag be protected by IgnlGon- resisfant materials or noncombustible construction on the exposed underside. 704A.3 • EXTERIOR WALLS t heavy rimber. or construction or shalt provide protection b0om the ktuslon of gameved s and embers resistant�aWastandard SFM 12-7A-1. wag 704A.3.1.1 Exterior wall coverings. Exterior wag coverings shall extend Rom the top of the foundation 10 the roof, and between miters at all mof ovwharhgs, sin the case of enclosed terminate at 2 Groh (50.8 mm) nominal solid wood Dfoctdrhg eaves, terminate at the enclosure. 704A.3.2 Exterior Wall Openings. Exterior, wall openings shag be in accordance with this section 704A.3.2.1 Exterior Wall Vents. Unless otherwise prohibited by otherproNslons orals code, vent openings in exterior waits shall resist the intrusion or Oame and embers Into the struck o or, vends shot be screened with a cormslon eslstant non- combush'ble woe mesh with 34 Inch (8 rang openIngs abs equivalent 704A.3.2.2 Exterior Glazing and window walls. Exterior windows, window wells, glazed doors, and glazed openings within exterior doors shall be InsNatingglass units with a minimum of one tempered pane, or glass block units, or have a rim resistance rating or not less than 20 minutes, when tested according to ASTM E 2010, or conform to the perertnanca requirements of SFM 12.7A-2 704A.3.2.3 Exterlordoor assemblles. Exerfordawassemb6es shall conertn to the performance requirements ofstandard SFM 12-7A-1orshallbe of approvednoncombustibe construction, orsolfd core wood having stiles andrellsnotless than 1" Inches thick w0h Interior field panel thickness no less than 1 1/4' gdck a shall have a Ore resistance rating ornot less than 20 minutes wnen tested according to ASTM E 2074. Exception: Noncombustible or exterior fire retardant &meted wood vehicle access dons are not required to comply with this chapter. - 704A.4 DEGUNG, FLOORS AND UNDERFLOOR PROTECTION 704A.4.1 Deck/ng. 704A.4.1.1 Decking Surfaces. Decking, shafems, statrtreeds, risers, and landings ofdecks, porches, s balconies where any portion of such surface Is within 10 feet (3048 mm) o/the primary structure shag comply with one of the following methods: 1. Shag De constructed of ignition Resistant Materials and pass the perermance requirements of SFM 12.7A-4, Parts A and B. 2 Shall be contracted with heavy f unbar, exterforfire retardant heated wood or approved noncombustible materials. 3. Shall pass the performance requirements of SFM 12.7A4, Part A, 12-7A-4.7.5.1 a* with a net peak heaf release rate of 2yhY/W fora 40mbhute observation period and: a Decking surface material shall Pass the accelerated weathering lost and be Identified as Exterior type, In accordance with ASTM D2608 and ASTM D3201 and: b. The exdw rwa8ww"to whLhigw dedtis altachedand %Ml h 10 (3048 mm) feet ofthe deck shallbe constructed orappmved noncombustible orIgnition resistant material. Exception: Wets are notreghdrede comply with (his sub-sediongthe decktngsudece materfalconerms to ASTM E-84 Class B name spread The use or paints, coatings, stains, orother surface treatments am not an approved method olprofectfon as required In this Chapter. 704A.4.2 Underfloor and Appendages Protection underside704A4.2.1 Underside ofAppendages ndFloorProjections. The and overhanging appendages and fioprojections shall maintain the Igniflon-res stent Integrity of exterior wags, or the pro)ecton shag be aclosed to the grade. 704A.4.2 Unenclosed Underfloor Protection. Buildings shag have all undorfioorareas endosedto thegade wiM exterforwats In ecoordance wM section 704A.3. ors, exposed strruuctural coluhmnso, beams and supporting wags am protected as required with extedcrVIlgon-resisfenf materialmplete enclosure of under Tw amas may be omitted where the underside of all exposedconstruction or be heavy limber. 706A. ANCILLARY BUILDINGS AND STRUCTURES 705A.1 Ancillary Buildings and Structures. When required by the enforcing agency ancillary buildings and structures and detached accessory sbucf"s shag comply with the provisions of this Chapter. Wildland Urban Interface (WUI) Products *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard" "RAB Smooth Face R/S" back siding Nos. 371 treated minimum 1x6 inches Exterior Wall Siding and Sheathing (SFM Standard 12-7A-1) and 372, preservative pine, dimension, with no through holes or loose knots, installed - over oriented strand board (OSB) with a 7/16" minimum *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION thickness. For horizontal installation only. 7011 South 191" Street, Tacoma, WA 98466 Product Description: "APA 3030" plywood siding with shiplap edges, nominal 19/32" thick and grooves spaced 4" on center, manufactured *Company Name: BODYGUARD WOOD PRODUCTS U Osprey Place, Portland, OR 97229 lace, d, O with veneers of all Southern Pine or Douglas Fir face, back and center with Hemlock or Douglas fir cross plies, 4'x8' Product Description: 5485 Bodyguard" 2 la P 9 Nos. preservative treated pine, dimension, with no through holes or. panel. minimum 1 x6 inches loose knots, Installed over oriented strand board (05B) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION ' Product Description: 7011 South 191" Street, Tacoma, WA 98466 "APA 3030" plywood siding with reverse -board and batten, thick and shiplap edges, grooves spaced 12" *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 nominal 19/32" on center, manufactured with face, back and center of Product Description: Bodyguard" 3 lap siding Nos. 432 and 433, preservative 1 x8 Inches dimension, with no Douglas Fir veneers and cross ply veneers of Hemlock or treated pine, minimum through holes or loose knots, installed over oriented strand Douglas, 4'x8' panel. board (OSB) with a 7/16" minimum thickness. For horizontal _ Installation only. *Company Name: BARRIER TECHNOLOGY CORP. 510 41 Street North, Watkins, MN 55389 *Company Name: BODYGUARD WOOD PRODUCTS Product Description: Blazeguard" sheathing with Pyrotile bonded to Y." CDX 3/8", 15/32", h", 5/8" or'/.' thickness, panel size 5485 NW Osprey Place, Portland, OR 97229 odyguard4l cove Nos. 771 and 772, ove plywood, 4'x8'. Product Description: r treated pine, minimum 9 x8 inches dimension, with no through holes or loose knots, Installed over oriented strand BARRIER TECHNOLOGY CORP. board (OSB) with a 7/16" minimum thickness. For horizontal *Company Name: 510 4'" Street North, Watkins, MN 55389 Installatlon only. Product Description: Blazeguard" sheathing with Pyrotile bonded to 7/16" strand board (OSB), 3/8", 15/32", Y2% 5/8" or V4- oriented thickness, panel size 4'x8'. *Company Name: CEDAR VALLEY MANUFACTURING 943 San Felipe Road, Hollister, CA95023 BODYGUARD WOOD PRODUCTS BO U Product Description: Cedar Valley FTX Pressure Treated 1 -Course Cedar Shingle Panel, 7-1 /8" exposure siding product, Western Red Cedar *Company Name: 54D Osprey Place, Portland, OR 97229 vertical -grain heartwood shingle, installed over oriented Product Description: Bodyguard" "V -Rustic" siding Pattern Number 793, 794 and strand board (OSB) with a 7/16" minimum thickness. is 795, preservative treated pine, minimum 3/4x6 Inches horizontal installation only. dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum horizontal Installatlon only. *Company Name: CEDAR VALLEY MANUFACTURING thickness. For to 9 943 San Felipe Road, Hollister, CA95023 Product Description: Cedar Valley "California Stack" 1 -Course Cedar Shingle Siding Panel, 4'r4" or greater exposure, Western Red Cedar vertical - grain heartwood shingle applied over fiberglass matte to a square cut plywood backer. Installed over oriented strand board (0513) with a 7/16" minimum thickness. i *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Weatherboards—" lap siding, fiber -cement, type "Smooth, Cedar, Smooth Bead, Textured Bead, Select Cedar, Dutch Lap", 5/16" thick, 5'%." to 12" width, 12' length. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Weatherboards'"" shapes siding, fiber -cement, type "Perfection Shingle, Random Square Staggered Edge, Half Rounds, Octagons, 5/16" thick, 16" width, 48" length. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Weatherboards"" vertical siding, fiber -cement, type "Stucco, Cedar 8"Groove, Cedar (no groove), Smooth. Octagons, 5/16" thick, 4'" width, 8, 9 or 10' length. *Company Name: COLLIN PRODUCTS LLC 6410 Highway 66, Klamath Falls, OR 97601 Product Description: TruWoodm 7/16" Sturdy Panel icwallboard.shdsiding, installed over 5/8" Type X gypsum *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Artisanm" lap siding, fiber -cement, 5/8" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Cemplankm" lap siding, fiber -cement, 5/16" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Cempanelm" vertical siding, fiber -cement, 5/16" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Hard!e5hingleT"" panel, fiber -cement, 1 /4" thick. . "HardieShingleT"" lap siding, fiber -cement, 1 /4" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "HardiePlank` lap siding, fiber -cement, 5/16" thick. 'HardiePanell'" vertical siding, fiber -cement, 5/16" thick. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSidem Precision Series" exterior lap siding, oriented strand back -bone, 3/8" thick, applied over 1 /2 standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSidem Precision Series" exterior panel siding, oriented strand back -bone, 7/16" thick. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSidem Fountation Series" exterior lap siding, wet process fiber back -bone, 1 /2" thick, applied over 5/8" type X standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSidem Fountation Series" exterior panel siding, wet process fiber back -bone, 7/16" thick. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "Breckenridge" Siding, 19/32" thick, plain square edge, APA 12 11 *Company Name: Various Manufacturers Product Description: Solid "Wood" siding with no through holes or loose knots, installed over structural plywood or oriented strand board (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PSi or Voluntary Product Standard PS2, with the following interlocking designs when installed in accordance with industrial technical guide. Refer to manufacturer's installations for details. 1. Tongue & Groove Shiplap Log Cabin: When applied in a horizontal orientation with minimum nominal 6" wide and nominal 1" thick board made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford - Cedar", "Alaska Yellow Cedar", "Ponderosa Pine", "Douglas Fir", "White Fir% and "Western Spruce", or other wood species having a Flame Spread Rating not greater than 150 (Class C) when tested in accordance with ASTM E84. 2. Rabbeted Bevel: When applied In a horizontal orientation with minimum nominal 6" wide and nominal 1" thick boards made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84. 3. Board and Batten: When applied in a vertical orientation with minimum nominal 8" wide and nominal 1" thick boards, and minimum nominal 4" wide and nominal 1.1/4' thick battens, with boards Installed with a gap not more than h", with battens fastened to the wood frame with not less than 3" long fasteners at a schedule not more than 24" on center, and boards and battens made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested in accordance with ASTM E84. All nominal board sizes shall comply with the applicable provisions of American Softwood Lumber Standard PS 20. Edge and end glued siding is permitted to be used interchangeably with solid sawn members. certified siding, installed over 5/32" CDX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "Douglas Fir" siding, 11/32" thick; 12" groove spacing, 1.5" groove width, 3/8" groove depth, shiplap, APA certified siding, installed over 15/32" CDX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 - Product Description: "Dura' o e siding, ) groove spacing, 3/8" groove lap edge, APA certified siding, installed over 15/32" CDX plywood sheathing. *Company Name: WHISPER CREEK LOG HOMES 997 West 950 North, Suite 100, Centerville, UT 84014 Product Description: "Whisper Creek Log" siding, nominal Y2 round "slices" cut log, mechanically fastened to 7/16" oriented from softwood strand board sheathing and supported on nominal 2" x 6" lumber framing. The log sections measured approximately 9' wide, 3" to 4" at the radius, with a nominal 1" gap between sections. Foamed polyethylene backer rod filled the gap between log sections, providing support to a minimum W thick application of UL listed Sashco Sealant, Inc. chinking material. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931 Product Description: WindsorONEO 8025 w 1 212 preservative treated radiate 1 x6, i x8, and 1 xl 0 v -rustic shiplap solid pine wood siding, siding pattern, with no through holes or loose knots, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For "Horizontal" installation only. *Company Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 Product Description: Shakertownc Craftmanrm 1 -Course Cedar Shingle Panel, 4-1 /2", 7' and 14" exposure siding product, Western Red Cedar vertical -grain heartwood shingle, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: Various Manufacturers Product Description: Solid "Wood" siding with no through holes or loose knots, installed over structural plywood or oriented strand board (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PSi or Voluntary Product Standard PS2, with the following interlocking designs when installed in accordance with industrial technical guide. Refer to manufacturer's installations for details. 1. Tongue & Groove Shiplap Log Cabin: When applied in a horizontal orientation with minimum nominal 6" wide and nominal 1" thick board made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford - Cedar", "Alaska Yellow Cedar", "Ponderosa Pine", "Douglas Fir", "White Fir% and "Western Spruce", or other wood species having a Flame Spread Rating not greater than 150 (Class C) when tested in accordance with ASTM E84. 2. Rabbeted Bevel: When applied In a horizontal orientation with minimum nominal 6" wide and nominal 1" thick boards made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84. 3. Board and Batten: When applied in a vertical orientation with minimum nominal 8" wide and nominal 1" thick boards, and minimum nominal 4" wide and nominal 1.1/4' thick battens, with boards Installed with a gap not more than h", with battens fastened to the wood frame with not less than 3" long fasteners at a schedule not more than 24" on center, and boards and battens made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested in accordance with ASTM E84. All nominal board sizes shall comply with the applicable provisions of American Softwood Lumber Standard PS 20. Edge and end glued siding is permitted to be used interchangeably with solid sawn members. The recommended installation practice for solid wood siding In wall construction regarding butt and overlapping Joints Is: butt joints between pieces should be staggered a minimum of 12" and all butt Joints should be flush with no gap. Nail joints into the studs or blocking members. One nail at each crossing with the wood frame support member shall be used for nominal 6" siding and 2 nails for nominal 8" or wider siding. Exterior Windows (SFM Standard 12-7A-2) None Under Eave (SFM Standard 12-7A-3) *Company Name: BARRIER TECHNOLOGY CORP. 510 41" Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotlle bonded to Y2" COX plywood, 3/8", 15/32", %', 5/8" or Y.." thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 510 411 Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotile bonded to 7/16" oriented strand board (OSB), 3/8", 15/32", W. 5/8" or %" thickness, panel size 4'x8'. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "CemSoffltm" un -vented, fiber -cement soffit, 3/16" thick and YV thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "HardieSoffltm" un -vented, fiber -cement soffit, 3/16" thick and % thick. Decking (SFM Standard 12.7A-4) *Company Name: ELK COMPOSITE BUILDING PRODUCTS, INC. 15 9806 Lackman Road, Lenexa, KS 66219 Product Description: "CrossTimbers FR" composite deck board, 1" thick x 5.5" width (nominal 1" x 6"). Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY 223 South KK Highway, Lamar, MO 64759 Product Description: "EverGrain" composite deck board, 15/16" thick x 5.5" width Test Protocol 12-7A-4, Part A only, Accelerated weathering. Class C (Refer to Exception of 704A.4..1.1 (3) (b)) Flame Spread Class B *Company Name: EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY *Company Name: 223 South KK Highway, Lamar, MO 64759 Product Description: "EverGrain" composite deck board, 1- 7/16" thick x 5.5" width Test Protocol 1 2.7A-4, Part A only, Accelerated weathering. Exception of 704A.4.1.1 (3) (b)) Flame Spread Class C (Refer to *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 2 81 27 Product Description: "Fiberon" composite deck board, 1 " thick x 5 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 2 81 27 Product Description: "WeatherBestTM Meridian" composite deck board, 1" thick x 5 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Portico" composite deck board, 1 " thick x 5 1/8" width. Test Protocol 1 2-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "WeatherBest- Selma" composite deck board, 1" thick x 5 16 I)— 1/2" width. plywood, 3/8", 15/32", W, 5/8" or''/." thickness, panel size Test Protocol 1 2-7A-4, Part A only, Accelerated weathering. 4'x8'. Flame Spread Class C (Refer to Exception of 704A.4.1.1 (3) (b)) *Company Name: BARRIER TECHNOLOGY CORP. *Company Name: FIBER COMPOSITES, LLC Product Description: : 510 41" Street North, Watkins, MN 55389 Blazeguardm sheathing with Pyrotile bonded to 7/16" Product Description: 181 Random Drive, New London, NC 28127 "Veranda" composite deck board, 1" thick x 5 1/8" width. oriented strand board (OSB), 3/8", 15/32", W. S/8" or Y.." Test Protocol 12-7A-4, Part A only, Accelerated weathering. thickness, panel size 4'x8'. Flame Spread Class B *Company Name: CHEMCO INC. *Company Name: TREX COMPANY, INC. Product Description: 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 Type "FRX" and "Thermex-FR" fire -retardant -treated lumber. Product Description: 245 Capitol Avenue, Winchester, VA 22601 "Trex Accents: Fire Defense" wood and polyethylene Products are Douglas Fir, Southern Yellow Pine, Western Red Cedar, White Spruce and Western Hemlock pressure composite deck board, nominal 5/4" thick x 5-1/2* width, Impregnated with "FRX" and "Thermex-FR " fire retardant nominal density of 0.036 Ib/in'. chemical. Test Protocol 1 2-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: CHEMCO INC. *Company Name: Various Manufacturers Solid; Wood" decking: "Redwood", "Western Red Cedar", Product Description: 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 Type "FRX" and 'Thermex-FR" fire -retardant -treated plywood. Product Description: "Incense Cedar', "Port Orford Cedar", and "Alaska Yellow The plywood is Structural I grade, exterior plywood complying with PSI. Products are pressure Impregnated Cedar". Sizes: Minimum nominal 2" thickness (American Softwood with "FRX" and 'Thermex-FR " fire retardant chemical. Lumber Standard PS 20). Lumber grades: Construction Common and better grades for OCompany Name: HOOVER TREATED WOOD PRODUCTS, INC. Redwood, 3 Common and better grades for Cedars, and 154 Wire Road, Thomson, GA 30824 Commercial decking or better grades for both Redwood and Product Description: "EXTERIOR FIRE X" pressured impregnated treated lumbers Cedars. (Douglas Fir, Southern Yellow Pine, Western Red Cedar, Special instructions: solid wood decking shall be Installed Redwood). (CSFM Listing No. 2520-1701:100) over 2"x6"solid "Doug Fir" or better Joists spacing 24" or less Flame Spread on center. Class C (Refer to Exception of 704A.4.1.1 (3) (b)) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured Impregnated treated plywood (Douglas Fir, Micro -Lam Douglas Fir, Southern Yellow Pine, Gang -Lam Southern Yellow Pine, Micro -Lam Southern Yellow Ignition -Resistant Materials (ASTM E84 for 30 Min. with Accelerated Pine, Spruce Master Plank). (CSFM Listing No. 2580 - Weathering Test) 1701:101) OCompany Name: BARRIER TECHNOLOGY CORP. Wood Shakes and Shingles Roofing Materials (UBC 15-2) 510 40 Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotile bonded to Y." COX 17 18 I)— L Butte County Building Division C_- �x� MANUFACTURED HOME SUPPORT �'DA�i-�A 0 2008 Owner's name:RDEsy-, CES Home Manufacturer:_ /�iy � �L A.P.#�--- 5�- pS© Model Number/ Name:5��, A Manufacture Year: 0 8 Width: -=(ft.) Length. FOOTINGS: Wood - pressure treated or foundation gradevOther:[ SUPPORTS: Concrete block [Other:[ Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations SINGLE WIDE Line 1--------------------- Line 2 �' _-____'_-`________-- Section 1 Line 1 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers: Spacing maximum: From ends maximum: 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): Section 2 Section 3 lie X [1�y X` A D c MULTI -WIDE Line 1 Line 2 Line 3 Line 2 AA"' Line 4 (triple wide only) Line 2 Snow Load: 20 psf, Snow Load requirements may be obtained at http://www.upstate-ca-com/butte/butte—county/ Insert AP #, view snow load in tower right comer. Line 1 Ooeninas Minimum size pier: ( /0 ~1 X [ 1#1) Re uired at each side of openings over 0 wide. cr1 } jo-3 � ' L B 3 MZ 3+Z3© ez 6z 6Z Q 1i2 3 M M © M O 3 MZ MIDDLE ZONE ONLY ` -- � I 5'-64 4'-8" 5'-8' i I jo-3 � ' L „ MIDDLE ZONE ONLY (301 OR ABOVE) C AJ A SOUTH AND MIDDLE ZONES (20#/301 OR ABOVE) PIER FOOTING SIZE REOIARED (SO. IN.) PIER NO. I P� CrL6SV1000 FOOTING 9ZE REOIARED (SO. IN.) PER No' �PAC FOOLING SIZE REQUIRED (SO. IN.) PIER NO' lCfPI FOOTING SFZE REOUDiED (SO. IN.) 000 PSF 1500 PSF 2000 PSF PSF 1500 PSF 2000 PSF l`�. 1000 PSF 1500 PSF 2000 PSF BSY 1000 PSF 1 1500 PSF 2000 PSF 1 2000' 288 192 t44 jh(l> 4000 576 384 288 5 6000 864 576 432 7 1 10000 1 1440 960 720 2 2500 360 1 240 1 180 4 1 5000 1 720 1 480 360 6 8000 1 1152 768 576 8 112000 - 1728 j 1152 864 THE�WWJWE DRAWINo nTUi CARPET & PIER PRODUCT: BERKSHIRE SERIES YDOCI NO.: --i BR52003f co THE HOWC. SURD 9998 OLD PLACERVILLE ROAD - SUPPORT 'LOCATIONS SOUARE rr.: 1,395 DATE: ^01-10-08 Sacramento, CA. 958.27 Phone: (916) 363-2681; Fox: (916) 363-4537 www.th ekoreteneo.eom D0.A H" flit IHfoRNATO : RUN#294/33354 DRAWN BY: SHECf: / ^ -1 —A REVISCD: 01-11-08 J yt �nAD Zo v 5000 �z000 -9daD MIDDLE ZONE ONLY �1 GQ s1?,Lr — RN i�3a 114"X /.4W 12;1 ® (30# OR ABOVE) D -9 4 _,�,, . SOUTH AND DIDDLE ZONES (20#/30/ OR ABOVE) PIER CqPPE�E�R1' FOOTING SIZE REQUIRED (SQ. IN.) pjER. FOOTING SIZE REQUIRED (SQ. N.) PER c1�PPIER FOOTING SIZE REQUIRED (SQ. IN.) PIER CgPi FOOTING SIZE REQUR m (SQ. IN.) NO (6.1 1000 PSF 1500 PSf 2000 PSF NO'' l S 1000 PSF 1500 PSF , 2000 PSf NO. (LBS 1000 PSf 1500 Pw 2000 PSf NO' 41ST 1000 PW 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 768 516 8 12000 1728 1152 864 PF4Waj moon NO.t THE m"`�CARPET & PIER BERKSHIRE SERIES OR52003F c0. THEMOMESYMOU WAWW AM TME HOMES WE BUILDSUPPORT LOCATIONS 401Jm R.: 1 395 DATE; o .1-10 -08 9998 OLD PLACE%LLE ROAD Sacramento, CA. 5827 DRAIM110 rntc WORMAna . am" By, ArymElb Phone: (916) 363-2681; Fox: (916) 363-4537 "s.thekarstenco.com RUN294/33354� I —A 01-11-08 _ ___ Xi2 Foundation System Installation Instructions for California for Ground & Concrete Systems California Building Code (CBC) 2007 Wind 85"mph, Exposure C; Seismic Design Category D By Tie Down Engineering May 16, 2008 ISE , • A ' 3 SZ-_ _-S Xi2 Concrete System �. t 9 s :A 30336 r TIE; Xi2 Foundation System Installation Instructions for California for Ground & Concrete Systems CBC -07, 85 mph Wind Exposure C; Seismic Category D By Tie Down Engineering REQUIREMENTS • These plans and specifications meet the requirements of Title 25 Section 1333 and Wind & Seismic Requirements, CBC 2007. • 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 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds FACE OF STRUCTURE TOE OF SLOPE FACE OF FOOTING TOP OF SLOPE N13 BUT NEED NOT H EXCEED 40 FT. I (12192 mm) MAX W2 BUT NEED NOT EXCEED 15 FT. (4572 mm) MAX BUILDING CLEARANCE FROM ASCENDING SLOPES (IF RETAINING 1 WALL) / • STEEPER / THAN i TO;1 �j L, TOE FOR PURPOSES OF FIGURE 18-1-1 FOOTING SETBACK FROM DESCENDING SLOPE SURFACE STEEPER THAN 1 TO 1 / I1 REQUIRED SETBACK 1 FOR PURPOSES OF FIGURE 18-1-1 POOL SETBACK EQUAL TO I ONE-HALF BUILDING FOOTING H— 7 FT. (2134 mm) SETBACK DISTANCE AS REOUIRED I BY FIGURE 18-1-1 FOR SLOPES STEEPER THAN 3 TO 1 SLOPED BUILDING SITE'S STRUCTURE SETBACKS s POFrnoNs OF POOL WITHIN 7 FT. (21 34 mm) SHALL BE CAPABLE OF SUPPORTING WATER WITHOUT SOIL SUPPORT BerKsnire Special 27523A LOS SQUARA: 1-11- 10' -9, 5'-4' 9'.-9° ... — —12'-1 I 1 3068 30>t5B 40K36 Y 4'-3- 4---710'-6. 52'-0' BR52003F % J - ----- ------ PRINi. i V.tl; 3 __J 30: 7_7- 7-7 ...... N11 i k I ol % J - ----- ------ PRINi. i V.tl; 3 __J 30: 7-7 ...... N11 % J - ----- ------ PRINi. i V.tl; 3 __J 30: I --- 101K RDPiz Fff 7% �PSdc' top, �i2i?yC2�G rN. 014) _.J COMPLY WITH 2007 CBC 7A, CDF/ CAL FIRE APPROVED MATERIAL REQUIREMENTS SEE HANDOUT FOR CURRENT INFORMATION ON APPROVED MATERIALS FROM CAL FIRE / CALIFORNIA DIVISION OF FORESTRY s- c Iq CALIFORNIA DEPARTMENT of FORESTRY and FIRE PROTECTION . OFFICE OF THE STATE FIRE MARSHAL Published by CAL -FIRE FIRE ENGINEERING DIVISION Revised OB/1 S/OB. Istto //osfm fl< <� ^^v/strucflreenal�n e_r�ndf/bml/wuor0ducts.n Starting January 2008, the new 2007 California Building Code (COC) becomes Wildland are some regulations thatbe used In the required building produce to coan tmply wl specific erface standards. 'vIde the home s, local in an effort tobuilding officials aread ly IIs of �compilalnceuWUleproducts a the StatelFirend Marshal Is publishing this "WUI Products Handbook". All product; published in this handbook have been reviewed and verified their compliance In SFIVI staff. submitted to the SFMa0e and n compliance will be published. hed it should bernoteds that products are not In this handbook may still comply with the standards. It Is not a requirement for any products to be In this handbook. This handbook will be categorized Into 4 main sections. 1. Exterior Wall Siding and Sheathing (SFM Standard I2.7A•1) 2. Exterior Windows (SFM Standard 12ve -7A-(SFM Standard 12 3. Under E .7A-2) 4. Deckinga(SFM Standard 12-7A-4) 3) The handbook may contain other products that are not listed above. for The SHA reserves the right to remove any products In this handbook oappved orcdisse The local approved products for used withintion theirArespective Jurs dictip on cal data our approvals are based upon Engineering staff reviews test reisults and/or other data. tc ants. The CSFIA daa. but Fdoes not make onstructed in Independent ld claims. products ii Referto the appropriate accordance with all applicable codes 'AN for detalls. Dq- C'>Lt (q- 2 Building Standards and Materials for Building Code Chapter 7A, 2007 California Building Code The California Building Commisslon.adopted the Wildland-Urban Interface (WUI) codes in late 2005. The majority of the new requirements take effect in 2008. These new codes Include provisions for Ignition resistant construction standards In the wildland urban Interface. The updated fire hazard severity zones will be used by building officials to determine appropriate construction materials for new buildings ln t e wildllad urban ith natural interface. The updated zones will also be used by propertyto-comply hazards disclosure requirements at time of properly sale. it is likely that the fire hazard severity zones will be used by local government as they update the safely element of general plans. The new building standard for the Fire Hazard Severity Zones will be enforced by the Building official as projects go through the plan checking process. To best assist them in determining If a product masts the code requirements, the State Firo Marshal's.Building Materials Listing program,(BML) Program Is accepting applications for materials for listing or for the review of meeting the standards. These materials will be posted on the SFM BML website at: hl1Li//psfm.fir . a.nov/stnrcflraenaj.l / r f/hrnIJwulproducts.udf and the VYldland Urban Interface. Building Codes page of the Wlldland Hazards and Building Codes al o tion wildland codss.ahR /fjvww.fire.ca.aovlflre_^•°vention/fire_p The SFM Ilsting.service provides building authorities, architectural and engineering communities, contractors, and the fire service with a reliable and readily available source of information. Since dland Urban Interface ng Codes (except roof shakeshe materials and shingle )parer of required by law to be listed llo od by he SFM, the listings these products are :lricuy voluntary. Materials not listed by.the SFM may still qualify for use provided they mel all the requirements under Chapter.7A. If not listed on the SFM site, all documentation and testing certificates. showing compliance must be submitted to the building official having jurisdiction for final approval. 3 �� , . u fi i^fnrmatlon please contact: Ben Ho, Chief Fire Engineering Division 1131 S Street, Sacramento, CA 95811 (916) 445- 8312 benben hoCdlfire•ca•aw. Information regarding the listing application, regulations and publications etc. can be downloaded at: nttp //osfm fire ca aov/sirueflreenalneer/slrucfireenaineer bmhph� httQ !/osfm fire ca a0tn cflreenalneer/odf/bmltlisllnaApPIicalion pdf •n^ef^, fire ca aov/strutflreenaineer/pdflbml/t-19.pdf gyp,//o fm fl n aovlstrut(ireenalneer/adf/bml/ceteno[vbmdf ju(Q /!osfm fire ca aov/strut(ireenaineer/adFAab/aaaravedtestlnnlabs. d != r I r I ti a to "Iidlend Ha and and Wlldiand Urban Interface reaulatlons and Chapter 7A pleas -0-c 01tact: Ethan Foote, Assistant Chief WUI Regulations Unit 1131 S Street, Sacramento, CA 958111 (916) 445-8200 ethEin ff^oter�e•ca�a°v at: Information alWildland Urban etdownloaded httpwwwlnre.cago9/tit_rvenlio/flrelprevaiiion_wildiand_codsphp All SF "WUI standards -n be downloaded at the follow11291111M, i Testing Standards CA SFM 12.7A-1, Exterior Wall Siding and Sheathing hgp:lhyw r.Lire.ca.govRre-,prevenUori/dovntloads/ParL12_CA SFM_1T-7A-1 Tesl_Slandards.pdf Y Testing Standards CA SFM 12.7A-1, Exterior Windows hlip:ltffm.Ore.ca.govMm_prevenl'rontdownloadsrParl_12_CA_SFM_12-7 A-2_TesLSlandanis.pdf D Testing Standards CA SFM 12.7A-1, Under Eaves hllp:/Wv.lire.ca.govAlreyrevenlion/downtoadsrParL12-CA_SFM_12.7A-3 TesLSlandards.pdf Y Testing Standards CA SFM 12.7A-1, Decking Mlp:lhrww.fire.co.govRire_prevenliolvdovnlloads/Part_12_CA_SFM_12.TA•4 TesLSlandards.pdf shag be In Compliance rafan TO1A.1d Prior(/de� Re i+inalAPdeVal(he 4291 rop"O'deGovemm CodaSeefon�oi deerancoraWiamemr . presuM 2007 California Building Code SECTION FOIA- DEFIN(TfONS for (As purposes of[life chapter, cMaln femrs ere donned below. ' CHAPTER 7A •CDf TION ME7WODS FOR EXTERIOR WILDFIRE DIRECTOR meen+the Obodor ofQre CaQfomle Deperfinenf of Forestry and Firs Pro (action. MATERIALS AND CONSTRUC ' EXPOSURE (SFM1 FIRE PROTECTION PLAN is a document prepared tar a rpedng pr sled ordevehpmenf proposed for a Wpoland•Uroen foNou foam wlioriro e2POsurs. Interfere Fbe Ana n de+crfDer ways to m/nknhe Wmltlgare polvilgal SECT10H 701A SCOPE, PURPOSE AND APPLICATION The Fin Protection Plan she In accordance with MIS chapterarrdthe Canfanda Fbe Code, Chap(ar47. When required modlAcaflan+, a Are pro(ecrfon plan shaft De• submlf(ed. Only locally 701A.1 Scope. fits chapter epp0at to DvftdIng mefarfelb systems and or assemblies used In the ezrarfor design and ' fie Area as definedIn Section 702A Dy IIs enforobrp agency for Ne proposer of granflnO by thlod ordMancos 1107 for a been tiled wfth the Celffomla Building Standards Commission or the Deparfman( ofHousing odopacrd In accordance yAh Section 101.0 shaft oppty. 'ConsWction of nowbundbigs keeled wa1rIn a Midland•Vrban Interface offhls Chapfarls fo establishmintmum standerds fortheprolecQon ofnfe andproperfyby fie Arent or any CommunityDevetopmenf ARE HAZARD STiVEAITyZONES are D+oDroPAlosl areas de+(orModorofa In Slalo Re+ponsiDllQyNea"is public Resources oraas Local High, Kgh, Tat A.2 Purpose. purpose Increasing the ability of a building located Dr any FIV Hazard Severity Zona within Siete Responsibility of0eme orbrrnhrD embers prat°dad Dy a wpefa(In lire end Soefioris 4201 through 4204 and classified at Very Vey High Fbe Hazard Severity Zones deslgna(ad pursuant to California Govemment Code' Sections 51115 6Wldland•Urban Interface fire Area fo rarlsf the Intrusion reduction Al Conflagration losses. '� Agency through 61168 See California Ftre Code Angelo e0. , 'Maps conMDvfet to a syslemellc , 701 A. t, Appliceflon. Nowbugdbrgs located In any flro Hazard Sever((y Zone MthIn Slate Retponslbflfty, Anes or any an appacef on for a building Penh is The C+Arom/a Coda ofRegulation;179914, Sedlon 1260 enAfle +the maps oftheta paoprephleaferers Be Off" Sete Respon+@1Q11'Area of CeOfamta.' interface litre Arsa designated by the enforcing agency for "Von Otter December L ZOOS, shelf comply with the foOowing Sections: pbv Hazard Sewrgy Zones In the dnfwidc/f wben(ettedho accordance wMASTM E64 @rapedadonomwuos, submitted an or joHMON•RESISTANTMATERIAL h any pro the game Aonf tha0no ZS evidence ofprogessNe combustion. 704A.1 f. 704A.1—Roofing rheshave a dam opmadornofovw and+howna man log real (3200mr)Deyond1bg"AWf^a a'Qte Dvnereterp'lfine dudng me fort 2, 704A.2-Attic VenilNrlon fOfA.s.f Alfarnafar formaferlelr, design, tests, and ma(hvde of eons rnreffoil. fie enforcMpegenCYl+Pe^Mtedfo conditions Or accordance with AppendUCheplaf #Wvssmom Met shoupetsma aaeierafedweadlerblgteatendba ldang0edet Eaferforrype, In accordance wim ASTM 02696 and viceforloslo shaft De maferf0lt+hefl DeVNantlrtee6on showurp me Gro parlbmfrnes rating having The( service file Marsha! having a teMce for Inapectlon Of • modify the provisions of this chaptertarslte•sped0a s aft be srf04. riff0. When required by the enrefcing agenoyforthO Proporot of gmlflltg modlfloagons, a Aro protection plan shaft be +vDmltfod .ASrMD320I,Afl Issued by /CC•ES4CB0 ES or a forting hciR y recognized by the State In accordance with the CaOfamte FOO Code, Chapter 47. materials Who hctoy. 202 shag satisfy me mrenf dolt ssng lL 70f A.t.2 New Buildings Located In Any Fire Hazard Severity Zone. Ne wDultding+ foeefed in any Fila Heterd pyaRob denf.Raefed Wbod ornorrcambum 16 ninferfels at de6nedh section m exposure to building metenar Severfry Zone then comply Will ono of file fallowing: use re+l+fenlmaferfefoatn0ad w0dhe Thetrum 4. Sfalr tesponslbluty Areas. New buildings/o0e(edin any fire Hazard Severity Zone "thin Slate ReipoaslDOify bundmg it submitted on a after i, 200b +Rail comely wi(h ON ollstinrgnition. erldkrfAei maferfefr Perlbnnenro In roslNIng Ignition. moterfts,P local on 'he Areas, for which an eppgCatlon fora permit LOCALAOENCYVERYHIDHfIREHAZARDSEVERfTyZONEmeensenaroede� 51176and5116fd hatlsnotesfafe OCvemmaaf sectionsalthitChep(er D y rY'Hgh Local Agency Very•Hlgh Fire Hazard Se verify Zone. Now buddbrps tousled In any LocelA enc Ve I FIe July 1, 2008, Shefl cmnpfy rpiammendegan orfhe COPDlrocforpurtusnfe responsfDfQy area and whore a local agency, !ty, Y city o�d county o�Opfrfd is respontlble her rre Protection. 'to Resources T. Hated Sovertfy Zane for which an application for a bvflding permit is subml!(ed on or after with ell sednons o/(his chepfar STATE RESPONSIBILITYAREA means Iamrd+th+t aro de+sfAed Dy the Board of Foroslryprosvenf Public the Anendslrorponr@arty ofprovrnMPandsupprottlrD forest Amar lsprbnaAty rhe ro+Pons@Airy J. Wlidlrnd•Urban interface Piro Area derlpnerad by (he enforcing dgancy. New buildings located In any applied lion for a ed In an Pemrif h fire Area detlgnafed by the enforoinp agency far chain an app Code Section 9116 where of the state. ve0etelhe fu9lr (flat threatens to destroy It" propoor, orresovrcer YNldland•Urberr.lnlerfaee OIMIS chapter .. submitted on or offer January 1, 2006, shaft comply with an sections YYILOFlAEI+onyuneonloQedAra sproadingffvough In anyu co trrooe+ Code Sedlant 4103 and 4104. 701A.7, I. f Inspection and darinleaflon, BuAdlnp pamin Oppnca0ons end Mel cornpfeflon approval+forbufldlngs within ma choptarshaA comply wfh the logoMnY: • ar donned MLDFIAEEXPOSVREIs one are combindfon offa0lenlhee� convoaWe heal dtraef Hams contact and bvming embers Qr Immediate envbonmenL scope and applloagon orale 70/A•7.2.2 The laceibylefog official then, phos fo consbucAoM1 provide (he ownerWappOconf a cangloonon that lAr bultAing to be built complies Will aft applicable +fate and focal building e(enderds, hdudfnD mora mor ma(erfels and being protected by vegetation Na fo a sOUchmro end YVILOLAND-VABAN INTERFACE FIRE AREA 1+ a pooprapNeal area ld+^1gT04 end Goveed by the tmmen(Code Sections 51175 Resource! Code Sed@ret 120f through See Section as proposed 'canrevcflon method! far xQd6re exposure et dssaiDedIn tN+-Chapter Zone'In accordance with (he PuDAu through and thesPublic Resources Codefirer. Sec(l '70lls.itfie@eelDuAdingans( rAeg upon completion pro vide (tie OWlergrapplIcanf fdlh a Copy Orthe Will ell appgceDfe +feta end loa+l bvOdlnp the g it able re eranced n+of (he OovOlvin rrCode 706h far the apPQ waflonof chodinAOM1 rnelOrapecWn report oat demonr(role+fha building w'++ contbudedIn rompflenee srdudoO mora lormsferlOtt and consWdfon methods for wOdAro a Woeurg as described In gds Grapier. standards, _ 6 0 <� SAzu mk, c�E r sE 4 E e= hE 3 Ce� i@� ^ u q oo dip` r 3 m :om c «nW obDm « «u 03w `m- o b oc u a C E e u b S C 'ay m� q R �; F m m @C e SEE et a ,c$c P. dE... <�L _ b5bN 9 m b ¢ b eu G p` t EE$ tc e�� 2. @ e d m 55 =s `om n eEt �o ...'s Efifibb c R eg ;� w�«sem o rr� n q C$ a e < o E c°4'o c� gSEet oan O toq 5.`m.N00 Se mm bg Ila!ieQco E e be E Er: ¢ mS o2E a m� �` E ti pp� e= r E Ct v r ��� W' o a< ad= wyF uifi w 05 nya� �t� w wm�. ws w B we -Nriw A- . cbE m o �Y• m :x E � oe �, �r �� « EC _ �' ¢� � ES _� o� ..0 �L. �9 •: w m ep'o C as w U. Em a o n s N ;E 2 r S� " o „« �. e< c« 6 «0 2cs me o bre a o .F mp g _ ^c g� Sa: :9 = Ef t k� ':e n cc m eu a Q'�m bo O c5 . e am it g �a N =tea .a< =b o o¢. emao ; E b S wE _ eo Pte c• gL = Se o <a i o b6c t O a'5%X E� mku L3 woe-im6 < « c u vE'tb LLb N bEF+ U� < bE eg Wi . q n�•=L �Crd `mU b m `9 4C Eel $o s'e a OQ « _ O� ; qS 2•` rS S. C � e y bm. <a$ QC ttW Q 2E j jet i�66-iz SZ3 V m.`mY p my L<`m £et b`+¢ W ^o _6 > We ^c e «u2 U. Wildland Urban .Interface (WUI) Products Exterior Wall Siding and Sheathing (SFM Standard 12.7A-1) *Company Name:' APA •THE ENGINEERED WOOD ASSOCIATION 7011 South 19'" Street, Tacoma, WA 98466 Product Descriptlon: "APA 3030" plywood.siding with shiplap edges, nominal 19/32" thick 'and grooves spaced 4" on center, manufactured with veneers of. all Southern Pine or Douglas Fir face, back flr'cross piles, 4'xB' , and center with Hemlock or Douglas panel. *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION 7011 South 19" Street, Tacoma, WA 98466 3030" plywood siding with reverse -board and batten, Product Description:' ."APA rooves ed 12" nominal 9 and 5hiplap edges, and on center,manufactlured with face, back centerof Douglas Fir veneers and cross. ply veneers of Hemlock or Douglas, 4'x8' panel. *Company Name: BARRIER TECHNOLOGY CORP.' 510 4'" Street North, Watkins, MN 55389 Product Descriptlon: Blazeguard0 sheathing with Pyrotlle bonded to Y:" COX plywood, 3/e', 15/32", Ya', 5/8" or thickness, panel size 4'x8'; *Company Name:- BARRIER TECHNOLOGY CORP. 510 41" Street North, Watkins, MN 55389 Product Description: Blazeguard0 sheathing with yrotil bonded to oriented strand board (OSB), 5/81 or '/.° thickness, panel size 4'x8'. *Company Name: • BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Descriptlon:. Bodyguard° "V-Rustic".slding Pattern Number 793, 794 and 795, preservative treated pine, minimum 3/4x6 Inches - dimension, with no through holes or loose knots, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. Lor horlyontal In�tallatlon on(v. 0 *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard° "RAB Smooth Face R/S" back siding Nos. 371 and 372, preservative treated pine, minimum lx6 Inches dimension, with no through holes or loose knots, Installed over oriented strand board (058) with a 7/16".minimum thickness. For h"'''^^"t Inctallatlon only *Company Name:50DYGUARD WOOD 85 NW Osprey Place. Portland. 4OR 97229 Product Description: Bodyguard° 2 lap siding Nos. 430, preservative treated pine, minimum 1 xG Inches dimension, with no through holes or loose knots, Installed over oriented strand'boa'dil �ioSB) n only. a 7/16" minimum thickness. *Company Name: BODYGUARD85 NW OWOOD rey CeRODUCT Portland, OR 97229 Product Description: Bodyguard° 3 lap siding Nos. 432 and 433, preservative treated pine, minimum 1x8 Inches dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. for horizontal Installatlan only. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard* cove siding Nos. 771 and 772, preservative treated pine, minimum .1x8 Inches dimension, with no through holes or loose knots, installed over orlented strand board (OSB) with a 7/1 G" minimum thickness. For horizontal ingallatlon oniv. *Company Name: 94MANUFACTURING 3 San Felipe Road, CA95023 Product Descriptlon: Cedar Valley FTX Pressure Treated -Course s Cedar Shinern Cedar le Panel, 7.1 /8" exposure siding product, ( strand board (OSB) with a 7/16° Installed minimum thickness. E2L hnr��nntal Installation only. *Company Name: CEDAR VALLEY MANUFACTURING to 13 943 San Felipe Road, Hollister, CA95023 ing Stack". 1,.Co.urse Cedar Shngle cal Product Description: Ceda- Panel, 4aY." or orgreaterexposure, Western Red Ced'arr vertirnia applied over fiberglass matte to a Product Description: grain heartwood shingle square cut plywood backer. Installed over oriented strand board (OSB) with a 7/16" minimum thickness. *Company Name: CER803TBelden ERoad, Ja -CORPORATION 803 49203 Product Descrlptlon: "Weatherboards'"" lap siding, fiber -cement, type " Smooth, Cedar, Smooth Bead, Textured Bead, Select Cedar, Dutch *Company Name: Lap', 5/16" thick, 5 Y.." to 12" width, 12' length. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Weatherboards'"" shapes siding, fiber -cement, type "Perfection Shingle, Random Square Staggered Edge, Half Product Description: Rounds, Octagons, 5/16" thick, 16' width, 48" length. *Company Name:. • CERTAINTEED CORPORATION. 803 Belden Road, Jackson, MI 49203 Product Description: "Weatherboards'"" vertical siding, fiber -cement typ e.'Stucco, Cedar (no groove); Smooth, Octagons, . Product Description: Cedar B"Groove, 5/16" thick, 4'" width, B, 9 or 10' length. *Company Name: COLLIN PRODUCTS LLC 6410 Hlghway 66, Klamath Falls, OR 97601 Product Descrlptlon:. TruWcodm 7/16' Sturdy Panel verticalsiding, Installed over S/8" Type X gyp wallboard; *Company Name: JAMES-HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Descrlptlon: 'Artlsanm" lap siding, flber-cement, 5/8" thick. *Coinpany.Name: JAMES HARDIE BUILDING PRODUCTS, INC. Fontana, CA 9337 Product Descrlptlon: 10901 Elm Avenue, "Cemplankm" lap siding, fiber -cement, 5/16" thick. 13 BUILDING INC. *Company Name:0901 Elm AI enue Fontana, CA 92337 fiber -cement, 5/16' thick. Product Description: "Cempanelm" vertical siding, PRODUCTINC. ING JAMES *Company Name: 10901 Elm Avenue, Foos ana, CA 925337 Product Description: "HardleShingle'"" panel, fiber -cement, 1/4" thick. "HardleShingle" lap siding, fiber -cement, 1/4" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Prod uct.Descrlptlon: "HardlePlank"HardlePanel'" verticlap al siding, fiber-cement,ng, fiber -cement, 65/16" thick. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 lap dnted Product Description: strand backbone, 3/8' thick,Ide0 Precision eappliedlover 1/2r standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSlde° Precision Serles" exterior panel siding, back -bone, 7/1'6" thick. oriented strand *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 ng. wet es" exterior lap IS/B" (thick, Product Description; "'LPtype X OCessrtSideO fiber back -bone, 1 /2" applied over standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: exterior panel siding, wet 'LP Smrounta io Series" fiber b process *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "Breckenridge" Siding, 19/32" thick, plain square edge, APA 12 certified siding, Installed over 5/32" COX plywood sheathing. *Company Name: Various Manufacturers Solid "Wood" siding with no through holes or loose knots. Name: ROSEBURG FOREST PRODUCTS Co. Product Description: Installed over structural plywood or oriented strand board 7/16" minimum thickness and complying with .*Company Product Description: P.O. Box 1088, Roseburg, OR 97470 "Douglas Flt" siding, 11 /32" thick, 12" groove spacing, 1.5" depth, shlplap. APA certified siding, (OSB) with a Voluntary Product Standard PSI or Voluntary Product Standard PS2, with the following interlocking designs when groove width, 3/8" groove Installed over 15/32" COX plywood sheathing. Installed In accordance with Industrial technical guide. Refer installations for details. to manufacturer's *Company Name: ROSEBURG FOREST PRODUCTS Co.I P,O. Box 1088, Roseburg, OR 97470 — „�„P & Croove Shlula� Loo Cabin: When applied In a horizontal orlentatlon with minimum nominal 6" wide ", Prond duct Description: "DuraTemp" siding, 15/32" thick, 4 ply, 8" groove spacing, width, lap edge, APA certified siding, installed d nominal 1" thick board made of wod species "Redwood "Western "Incense Cedar", "Port Orford 3/8" groove over. 15/32' COX plywood sheathing. Red Cedar", Cedar*, "Alaska Yellow Cedar", "Ponderosa Pine", "Douglas "White "Western Spruce", or other wood *Company Name: WHISPER CREEK LOG HOMES North, Suite 100, Centerville, UT 84014 Fir', Fir", and species having a Flame Spread Rating not greater than 1 So (Class C) when tested In accordance with ASTM E84. Product Description: 997 West 950 "Whisper Creek Log" siding, nominal Y4 round "slices" cut log, mechanically fastened to 7/16" oriented 2, Rabbeted Bsvel: When applied In a horizontal orientation with minimum nominal 6" wide and nominal 1" thick "Western from softwood strand board sheathing and supported on nominal 2" x 6' The log sections measured approximately 9' boards made of a wood species "Redwood", Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska lumber framing. Wide, 3" to 4" at the radius, with a nominal 1" gap between backer rod filled the gap Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested sections. Foamed polyethylene between log sections, provlding support to a minimum Y2' UL listed 5ashco Sealant, Inc. chinking In accordance with ASTM E84. 3, joard and Batten: When applied In a vertical orientation thick application of material. with minimum nominal 8" wide and nominal olc 4" wide and nominaminal 1 •ri." boards, and minimum nominal thick battens, with boards Installed with a gap not more *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931 than Y.", with battens fastened to the wood frame with less than 3" long fasteners at a schedule not more Product Description: WlndsorONEm 8025 w 1212 preservative treated radiate solid wood siding, 1x6, 1x8, and 1x10 vrustic shlpiap not than 24" on center, and boards and battens made of a "Redwood", "Western Red Cedar", 'Incense pine siding pattern, with no through holes or loose knots, Installed over oriented strand board (050) with a 7/16" wood species Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or having a Flame Spread Rating not minimum thickness. �qL"Horizontal" Installation only. _ other wood species greater than 75 (Class 8) when tested In accordance with ASTM E84. OCompany Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 All nominal board sizes shall comply-with the applicable American Softwood Lumber Standard PS 20. Product Descrlptlon: Shakertown° Craftman" 1 -Course Cedar Shingle Panel, 14" siding product, Western Red provisions of Edge and end glued siding Is permitted to be used 4-1/2" 7' and exposure Cedar vertical-grain heartwood shingle,.installed over interchangeably with solid sawn members.. oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal Installaton oniv. to 13 The recommended Installation practice for solid wood siding In wall constructionregarding butt and overlapping Joints Is: butt Joints between pieces should be staggered a minimum of 12" and all butt Joints should be flush with no gap. Nall Joints Into the studs or blocking members. One nall at each crossing with the wood frame support member shall be used. for nominal 6" siding and 2 nails for nominal 8" or wider siding. Exterior Windows (SFM Standard 12.7A-2) 9806 Lachman Road, Lenexa, KS 66219 None rs , composite deck board, 1' thick x 5.5" R Under Eave (SFM Standard 12.7A-3) *Company Name: BARRIER TECHNOLOGY CORP. 12.7A-4, Part A only, Accelerated weathering. 510 4'" Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotlle bonded to W COX 3/8", 15/32", Y.", 5/8" or'/." thickness, panel size EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY plywood, 4'x8'. *Company Name: , . BARRIER TECHNOLOGY CORP. "EverGraln" composite deck board, 15/16" thick x 5.5" width 51.0 41" Street North, Watkins, MN 55389 -Product Description: .Blazeguardm sheathing with Pyrotlle bonded to 7/16' . oriented strand board (058), 3/8", 15/32", Y,", 5/8" or''/." EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY , thickness, panel slze.4'x8'. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. "EverGraln" composite deck board, 1- 7/16" thick x 5.S" width 10961 Elm Avenue, Fontana, CA 92337 Product Description: "CemSoffitm" un -vented, fiber -cement soffit, 3/16" thick and Y." thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. "Flberon" composite deck board, 1" thick x 5 1/8" width. 10901 Elm, Avenue, Fontana, CA 92337. Product Descriptlon: "HardleSoffltm' un -vented, fiber -cement soffit, 3/16" thick Class B and '/.' thick. FIBER COMPOSITES, LLC - 181 Random Drive, New London, NC 28127 Decking (SFM Standard 12.7A-4) *Company Name: ELK COMPOSITE BUILDING PRODUCTS, INC. Im 9806 Lachman Road, Lenexa, KS 66219 Product Description: rs , composite deck board, 1' thick x 5.5" R wid hsTImb 1x Test Protocol 12.7A-4, Part A only, Accelerated weathering. Flame Spread Class 8 *Company Name: EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY 223 South KK Highway, Lamar, MO 64759 Product Description: "EverGraln" composite deck board, 15/16" thick x 5.5" width Test Protocol 12.7A-4, Part A only, Accelerated weathering. Class C (Refer to Exception of 704A.4.1.1 (3) (b)) Flame Spread *Company Name: EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY , 223 South KK Highway, Lamar, MO 64759 Product Description: "EverGraln" composite deck board, 1- 7/16" thick x 5.S" width Test Protocol 12.7A-4, Part A only, Accelerated weathering. Class C (Refer to Exception of 704A.4.1.1 (3) (b)) Flame Spread *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Flberon" composite deck board, 1" thick x 5 1/8" width. Test Protocol 12.7A•4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC - 181 Random Drive, New London, NC 28127 Product Description: "WeatherBest" Meridian' composite deck board, 1" thick x 5 Test Protocol 1/8" width. 12.7A-4, Part A only, Accelerated weathering, Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 2 812 7 Product Description: "Portico" composite deck board, 1' thick x 5 1/8" width. Test Protocol 12.7A-4, Part A only, Accelerated weathering. Flame Spread Class 8 *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "WeatherBestT" Selma° composite deck board, 1" thick x 5 16 plywood, 3/8", 15/32", Y,', 5/8" or %" thickness, panel size 1/2" width 4'x8'. Test Protocol 12.7A•4, Part A only, Accelerated.weathering. Class C (Refer to Exceptlon of 704A.4.1.1 (3) (b)) Flame Spread *Company Name: BARRIER TECHNOLOGY CORP. *.Company Name: FIBER COMPOSITES, LLC Product Description: 510 41° Street North, Watkins, ro 55389 sheathing with Pyrotlle bonded to 7/16" 181 Random Drive, New London, NC 28127 oriented strand board (OSB), 3/8", 15/32", Yi", 5/8" or Y." orieBlaznted strand Product Description; "Veranda" composite deck board, I" thick x 5 1/8" width. thickness, panel size 4'x8'. Test Protocol 1 2.7A•4, Part A only, Accelerated weathering. Flame Spread Class 8 *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 OCompany Name: TREX COMPANY, INC. 245 Capitol Avenue, Winchester, VA 22601 Product Description: Fex FR" fire-retardellow itreated, We ter Re Type "FRX" and Douglas Products are Douglas Flr, Southern Yellow Pine, Western Red' Product Description: 'Trex Accents: Fire Defense" wood and polyethylene Cedar, White Spruce and Western Hemlock pressure composite deck board, nominal 5/4' thick x 5-1/2' width, Impregnated with "FRX" and 'Thermex•FR' fire retardant nominal density of 0.036 Ib/In'. chemical, Test Protocol 12.7A•4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 *Company Name: Description: Various Manufacturers Solid "Wood" decking: "Redwood", "Western Red Cedar", Product Description: Type "FRX" and Structural I gr de, exterior plywood d plywood. The Is Structural I grade, exterior plywood Product "Incense Cedar", 'Port Orford Cedar", and "Alaska Yellow plywood complying with PSI. Products are pressure Impregnated Cedar". with "FRX" and "Thermex•FR " fire retardant chemical. Sizes: Minimum nominal 2° thickness (American Softwood Lumber Standard PS 20). Lumber grades: Construction Common and better grades for *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. Redwood, 3 Common and better grades for Cedars, and 'Commercial decking, or better grades for both Redwood and Product Description: 154 Wire Road, Thomson, GA 30824 "EXTERIOR FIRE X' pressured Impregnated treated lumbers Cedars.' (Douglas Fir, Southern Yellow Pine, Western Red Cedar, (CSFM Listing No. 2520.1701:100) Special Instructions: solid wood decking shall be Installed Redwood). over. 2'x6"solld "Doug Fir" or betterlolsts spacing 24" or less Flame Spread on center. Class C (Refer to Exception of 704A.4.1.1 (3) (b)) • OCompany Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X' pressured Impregnated treated plywood (Douglas Fir, Micro-Lam Douglas Fir, Southern Yellow Pine, Gang-Lam Southern Yellow Pine, Micro Lam Southern Yellow ignition-Resistant Materials (ASTM E84 for 30 Min. with Accelerated Pine, Spruce Master Plank). (CSFM Listing No. 2580- Weathering Test) 1701:101) Wood Shapes and Shingles Roofing Materials (UBC 15-2) *Company Name: BARRIER TECHNOLOGY CORP. eet North, Watkins, MN 55389 510 4`" Street Product Description: elazeguard• sheathing with Pyrotlle bonded to.A" COX. ie 17 : • Dov ti e.ca ' U ' � \ ' b `a I- 'l .2o'oc 2c' �� .,ro'rC ro oo raj F� M,w..-,._.cam cv,-�^- �.a.v/� c-T� dj-�l�l�-•j GiL t'�� L411r(0"•DFl2•' L",z"'cv MING' GIRDERSftCVT ,I.►n•----:-� ,.,.�..•�. �ti►nn nn W =• GrUARDRAIL ...mow uul/. - - z. arrrm 1 . MIN. F'aor,N'6 FRN l� a ELI t':..."' G RIIJGL'Iz. O'na" MNIC. PIE�{Si� `PDP view eit HR�IDQIIIL;NOT SIIOWIJ •rQCC CLARITY. • 3/B" BOLTe. o MpBILE IMME: 0% AELK IV! MTL. M!JCLIP(ER. tae : • ' M tV114` POST' a P VIC 12" ��. '; : 2: 2'44" PRE -15111W e"MiN, apLTg R� Wo ah i o•r�nr�• ORDER � �J �� i i • i '�2 r�PTH Ir q)cq" POST lib u4rr p1AG}DNA1. r BOOING. TY'PIOAL RjFq1 Df"M7-11l.L 6OUNTY OF BUTTE -- i UtloP►rdw Couniy Cantor Drive — Or villa. Oallfornlm oeDeB . 'Tel honor ..� APPROVED . _.... _�___.------- .. _.__ ....... .. ..__.l I _....r........ ..._ ....... I_......_�._......_._. _.. _ r._.._....,.._.........._....._.... L_.._-- t .... . _.... _�___.------- .. _.__ ....... .. ..__.l I _....r........ ..._ ....... I_......_�._......_._. BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.j ` 2� ! V W v ZONING OWI"', PHONE NO: OWNER'S ADDRESS 7-5 LOCATION OF BUILDING �M v ' USE OF BUILDING SIZE OF STRUCTUR ' x Z = / qO. FT. TYPE OF CONSTRUCTION: WOOD FRAME /�n[ STEEL CONCRETE OTHER(Specify)— THER(Specify)TYPE TYPEOF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ ®!tU AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: / FRONT - SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date `/-� Signature of Owner CPermit Fee -$109.98 The above described AG Building is exempt from a building permit. FLOOD PARC PQ ROO G ISSUE Receipt No. o`�f 3r7 I Manager Bui BA White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date"�rv7 • Assessor Name PARKER THOMAS A & PEGGY L Asmt # Fee # 061.350.050.000 Addrl 15142 OLIVEHURST WAY Status tACTIVE Status Date �^ � Tax OOO NORMAL OWNERSHIP TRA �101.000 AddrLK GROVE CA 95758 6706 2 E Situs 10 ENUMCLAW RD BERRY CREEK Addr3 Base Dt 1 1 11 7/2003 ' ri Addr4 - - Land 55,000 Timber Preserve Structure 4,500 AgPres Comments 16135005000 CONVERTED 09/08/88' "° Etal Fixtures 0Growing 0 Creating Docit 198789999999 Date Current Doc# 200380080914 Date 11!17!2003 Bonds Total L&I 59,500 Fix. &I 0 �� ._ — — —_. ng Doc# Date Killi_ _.—_._ Multi Situs ._ J- Flagl MH PP 0 , -"---"-,b Asmt Desc LOT 2 TIPS00 PEAK SUB SuplCnt12 r" Flag2 pp Zoning A5 00Dwell r 910 MH Exempt 0 Acres/Sq Ft! 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RA4/4 OF AWR/A/ls4 THE, AAs/s nF Rzmwew Fna rownnvEY ,f THE SOUTH L/A/E OF SECT/O.✓3/ Xgle. / As A/R9^P/S/ E AS 9NOWA.1 OA/ A9 M 69(?). R3 [Y/AG 1411 SECTIALI Or/ MA! R6E, M. h M. Al THE 61A//A/eO?/3111ZqWb AREA �F RC/TTE Covwry CAUFO?Ll.,/A• FO/l ~111Sf /MR/410d.1 SEC. COA 3'8C PE? 9[M. /978 • CALIFORNIA CODE of COMPLY WITH 2007 CBC 7A, CDF/ CAL —COMPLY WITH CDF/ CAL FIRE FACTORY INSTALLED THE 2007 CBC, CMC, CPC, _ REGULATIONS TITLE 25 FIRE APPROVED MATERIA(- Rea.... RE�Et:TS PRIOR To eu;Lo;NG - CEC, AND 2005 CALIFORNIA Requirements as amended by REQUIREMENTS SEE HANDOUT FOR SUPPRESSION SYSTEM ENERGY STANDARDS AS the jurisdiction apply to this CURRENT INFORMATION ON APPROVED DIVISION FINAL. CONTACT CAL FIRE / a ^nl I�n9an+� F}Ivl�lnnl n- :n,�c�Twv AMENDED BY THE JURISDICTION . project MATF.RIAI_S FROM CAL. FIRF. CA9.IFDRNI .. .. ' "'"'FOR INFORMATION FOR REQUIREMENTS DIVISInN nF FD RESTRY - APPLY T❑ THIS PROJECT. :. .. ... ;/ ................... .. .. .. .. ... .. OTE .................... ORS LANDINGS AT DOORS --- -+-- ,I .SITE CONDITIONS ..:............. :..... .. .. .. .. .. ..... ._ ... ..... .. .. .. .. ................ ... .. <.• SHALL COMPLY WITH •;....::.• . . . : DNS RE OBSERVED AND NOT SHOWN ON THE ................ .. ...., • CSECTIONS •• •• '• APPROVE ......;......} .....:.............:........... ,..... .:...... 5, S 9.4 & 2007 C EC ................ 1 008.1. 00 ' D ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING • I PLANS: . AE EXCESSIVE SLOPES SITE CONDITIONS : .. .. .. .. .. .......... .. .. .. .. • EXPANSIVE SOILS .. .. .. .. .. ... .. ..- _ - - .. • .. .. •; 1 0 1 0 6 • _ ALTERATIONS TO NATURAL DRAINAGE FUTURE OCCUPANCY CHANGES • OTHER EXCESSIVE CUTS OR FILLS : ,:. SOIL OR GEOGRAPHICAL ••i..••.•�•.�:••, ,• .. .• .. ,.,.! . •R UNUSUA - - _ ' '••t••••••}.....;.. !••••••�•••••<••• � - E REQUIRED TO MEET THE .CONDITIONS L .: .. .. L B PA 56 • [b,c........:................ ............ - ME ❑F PERMIT APPLIC N F � . WILL REGULATIONS REQUIRED AT THE � lll��� _ ATION j ....•..... '...... �.....r .. .. .. .. .. ..............CHANGE .. .. .. .. -. 1 .. .. .. .. .. ;.. :.;.. ..:.. ..:.. . •• �• FOR A NEW OCCUPANCY C H . 17YI ❑R TENANT IMPROVEMENT • . . . . . . . . . . . .. .. .. P ' . • • • ••• D 9 ANCE FROM LINES OR STRUCTURES FO GALLONS OR I"' --LESS LPG TANK SHALL BE (O EET .. .. _ .. .. .. .. _RTY WN R IS RE ONSIf3 F _ RCaL . ». ..:.. ••�• PROPERTY O E SP LE r7 �'..... TIONS OF PROPERTY - - ING LOCA - " DETERMIN LINES / Q (._ .. .. +'>_ —tom Z ;,. ..�....;.. REQUIRED "5 ..................:..........................:........ .. t............. ..�.. PERTYTLINES AN DQ MINIMUM DISTANCE AND EASEMENTS AND MAIN U : 1•••••• ; SETBACKS FROM PRO OVIDE MI• i A M F OOTIN D IF - FROM - - .; E REQUIRED _ Y B ' EASEMENTS SURVEY MAY U E t G ❑F STRUCTURE I _ .................................. L PORTIONS _ ............... .. .}.. FT FROM AL .. _. PR .... .:.. .. OF 5 F _ .. — • - - DETERMINED NECESSARY BY THE BUILDING AGE DEPOSAL I _ .. •- - • ' :..........................:..........:..... m 9a ..... a.. .: : :OFFICIAL.— -.. .. .. .. .... ..:.. ..:.. : • .. •-•�•• .•:•-. :•- pIVNG SEPTIC �_ : : = :...:.... ...�......;..........�.... AND PITS �•i......,....i.. . r. TR MAI N C U " t t•••••-} ': ". - ..i�._ TAN (LEACH AREA A .:.. ........... :_ : i .............. �i .. . .. SYS E — .................:...................,............_........ c-�'� i .... BUILDING .. :`..... APPROVED PLANS AND PERM T_------ .. .............. . :. ,...... V PERMIT SHALL BE ON SITE 6 -3 0. psr� .................... •. ---•- . 5 .... PAR O :`. * r� a� :FOR ALL INSPECTIONS e-4_ .... ............................ .. .. ............. 1 ............. ,�..:, w _ n c >OC v i Ci ! ' - •� 7+ : _ SEE STRUCTURE •P'f'1 t- .... _ t,�.. . .. .. .... :. .:.. ...:..........:.. ..:.. i! 'Al• 9i �!- • : :' SETRA[;K OTTA�HMENT . .. .. .. .. ... . ..:.....:.....:...... ............ ....... FOR SLOPED BUILDING :.... .. ... .. .. .. - ....> ............. ...... .... .. IT --. .. .. ...- .. .. .... ,' .. .. .. .. .. �. :......:.....:....:.....:.....:................. .. .. .. .......... .. .. ....................... ............ ....... . ... ... <.: .. .. .. :.: .. �- CH .. .. .. ..:.o .. l 7 .. I SEE ATTA ED .... .. ... CALIFORNIA HCD . . .:.:....:.. . ..:...:.. . . . .... .:....:....:.. ........................................ ...... . ..:...:....:.. NOT( _•_�........... .. .. CE OF ......:..................:........................_.... Y ACTION ` nENO . REFER TO CALIFORNIA TITLE 25 - ��BS• �'�T•-•I-�•""`�+-/'�•l. L."•-//...- yr.n - •'� tl : EMIFIR '"•"'"""'•"-"'--'--"-"'-'-•-•-'"""•-" SECTlON133'7- SKIRTING SHALL NOT F E STRUCTURES INDICATED _r" k/Inr Unp el I M c - BE INSTALLED UNTIL ALL UNDERFLOOR ,,• UTUR 1 INSPECTIONS HAVE BEEN APPROVED FOR _ 6,uT � FON THE PLOT PLAN WILL BE Assessor's Parcel Number: ( MANUFACTURED HOME Scale: 111 —� O \ Fp ` REQUIRED TO MEET THE l Zoning: REGULATIONS REQUIRED AT THE FILE COPY Owner Name p ` � _ ��D -��7 p *� TIME OF PERMIT APPLICATION Address / Phone -No. 513 o V U % ��/ 0140 9 ! ----- �� o General Plan[ f • /��� L';LZ��� � O FOR THESE STRUCTURES. • c ->,- Size, Acres — Site Location — ' ��U N _. s _ — .... 4.00"---�------------ Iy�►�'_ DIS ��: ��O/ . _ _ _ - — - -------- --------� I f���� COPY OWNER ARN 35"o - 0 Y-0 B PAS 1. I I •� S ! !: s I s ! : : ! , I f i r.f%..5.' NOTE SITE CONDITIONS ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT ' SHOWN ON THE APPROVED PLANS: • EXCESSIVE SLOPES • EXPANSIVE SOILS • EXCESSIVE CUTS OR FILLS • ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS I I APPROVED PLANS AND PERMIT SHALL 3E ON SITE POR ALL INSPECTIONS FOLE Cnpy F9 w ....__......_ ... Butte County Department'of Development Services ' TIM SNELUNGS, DIRECTOR I PETE CALARCO. ASSISTANT DIRECTOR L 0 7 County Center Drive Oroville, CA' 95965 c4U (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.netidds F Nit TOP OF SLOPE . FACE OF S RtJCTURE DF N3 BVr NEED NOT N SLOPE EXCEED 40 FT. (11 mm) MAX • NR BUT NEED NOT EXCEED 15 FE 14SM mm) MAX. ' BUIL M CLEARANCE FOOTWG SETBACK FROM FROM ASCENDING SLOPES 'DESCENDING SLOPE SURFACE — -- FR THAN I TO 1 _. j L (LFA AIMING 1 r/ WALL) STEEPER J 1 � CK THAN � TD.1 - / 1 TOE FOR PURPOSES FOR PURPOSES OF OF FIGURE 13+1 FIGURE 1&4-1 POOL SETBACK EQUAL. TO PO'ffn OF POOL WITHIN 7 FT. ONE4iALF BUIL DING FOOTING 7 FT. (2134 mm) (� 34 mm) S w1ABE CAP/}�8 F SEISACK DISTANCE AS MOANED SUPPORTING BY FIGURE 15+1 SOIL SUPPORT . \\` X17 .. • FOR SLOPES , STEEPER TKW3701 STRUCTURE SETBACKS SLOPED BUILDING SITES 3-145-06 Darr • , • t O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 ()MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 % SSDesl *gn Tr-,,,-vSub ittal ,,-- Date: Technical Representative: Designed By: Bryan Wagner June 24 2009 Bryan Wagner * All enclosed drawings are i --- Client Mitchell's Building Supply Office Fax: Ian: Floor Components: O Roof Components: O aipna-i iui 1 1ci i%,a, VI Pro' ect 28'x50' oq- L1 ��— Berry Creek, Ca. Site Phone: Site Contact: Original Submittal O Complete Revision WETSEALS O Partial Revision: Replaces individual drawings Work Order # 098609 0 Addition: Add to Original Submittal DUOOMAL BPACE omo"� vu:- ,,= t=m WAY BE Dovm= wimm otAw"L mucl 0 VM. CONK= DIAGONAL mAcz roR WOF AT Mica to. 1fAI M TOTAL MCM vol C&L U&M BROWN IX TABU ADOYZ- m4ftc? Mt l(lurouff Or. B.ldhg C.,,,Wn WIM W- E.- &I, MD ^i GABLE STUD REINFORCEMENT DETAIL MPH, )TINED SPEED, 53E 15' MEAN HEIGHT, ENCL0D, I_ 1.00, EXF V Ultxcr ?-<4 W MACE 1(2) 2x4 -L- fjjt&- vi c4 :L ,E mucvq Gn'74 19p H r duago A CR17VF It rROVII A I r-ROUP P I " '), , 0 Dua A CROW 9 1 F T M� 4 -ASCE 7-05: ElRe r2 T' spF .DIAGONAL HF0 11�1-m 1i s n . ..REM Td V(A= MA. sp DELA SPF 11F 0 sp C\l 4 DFL DUOOMAL BPACE omo"� vu:- ,,= t=m WAY BE Dovm= wimm otAw"L mucl 0 VM. CONK= DIAGONAL mAcz roR WOF AT Mica to. 1fAI M TOTAL MCM vol C&L U&M BROWN IX TABU ADOYZ- m4ftc? Mt l(lurouff Or. B.ldhg C.,,,Wn WIM W- E.- &I, MD ^i GABLE STUD REINFORCEMENT DETAIL MPH, )TINED SPEED, 53E 15' MEAN HEIGHT, ENCL0D, I_ 1.00, EXF V Ultxcr ?-<4 W MACE 1(2) 2x4 -L- fjjt&- vi c4 :L ,E mucvq Gn'74 19p H r duago A CR17VF It rROVII A I r-ROUP P I " '), , 0 Dua A CROW 9 1 F T M� 4 :k d .rm=) x *00—` ", M :1, ,.Cw pt" -M "":!;: a JWA 11. 44 WA 1� ' Wl-" =s Baal'W, wW-Pw--t 1`-� *Ay bW4 I *Am V, O. ,Sty A }w OR Brrmn G7S27 Lr-40TIL OSURE C, Kzt = 1.00 B&ACM, GROUP spw= AND GRADE: GRt3GP A' rill. :0 Ti frv;�)q 'Litt, in DOMAI nE=jAjt'lf GABLE TRUSS DETAIL NOTES: Un LOAD DV%=MK CW= ?Wy= 0" FOR 00 FV OYM CotCr2=0= (IS psr TC DEAD LOAD). C&MA CND MIPPORVI LOAD FRW 4' 0" OUTLOOKM VrM 2, 0* OVXRHjYG. OR 12' nTwOOD OVZRRANG. AJL.,Ce p 7Za Z _&�L- BpACZ W= lod MAnZ. • 0 rog (1) V VRAM; wAcn IM's AT, tr- m, GI IN la, 12, 1.1003 g'D t. o'cVm'rmf %ofta. TOR (2) KfX'A . , I- O.C. a.r- vwmtw WM. mucDm %am xx A wDmm or wx or wo wommLIIfGTfL -17 SIZE m nj�ml.2'- 't- 'Mf k1l tX4 or 2X3 ru 1'94 Ir _4 1 4 0 EUL marw r0a TM. UL 12 �'a - . -Plsqp �DUP FAC. UAX, SPAC jR A r-, -, - ^^I— prx ElRe r2 T' Rt I aI n Ram .DIAGONAL I L' J- 11�1-m 1i (is anorM 0 ..REM Td V(A= Am :k d .rm=) x *00—` ", M :1, ,.Cw pt" -M "":!;: a JWA 11. 44 WA 1� ' Wl-" =s Baal'W, wW-Pw--t 1`-� *Ay bW4 I *Am V, O. ,Sty A }w OR Brrmn G7S27 Lr-40TIL OSURE C, Kzt = 1.00 B&ACM, GROUP spw= AND GRADE: GRt3GP A' rill. :0 Ti frv;�)q 'Litt, in DOMAI nE=jAjt'lf GABLE TRUSS DETAIL NOTES: Un LOAD DV%=MK CW= ?Wy= 0" FOR 00 FV OYM CotCr2=0= (IS psr TC DEAD LOAD). C&MA CND MIPPORVI LOAD FRW 4' 0" OUTLOOKM VrM 2, 0* OVXRHjYG. OR 12' nTwOOD OVZRRANG. AJL.,Ce p 7Za Z _&�L- BpACZ W= lod MAnZ. • 0 rog (1) V VRAM; wAcn IM's AT, tr- m, GI IN la, 12, 1.1003 g'D t. o'cVm'rmf %ofta. TOR (2) KfX'A . , I- O.C. a.r- vwmtw WM. mucDm %am xx A wDmm or wx or wo wommLIIfGTfL -17 SIZE m nj�ml.2'- 't- 'Mf k1l tX4 or 2X3 ru 1'94 Ir _4 1 4 0 EUL marw r0a TM. UL 12 �'a - . -Plsqp �DUP FAC. UAX, SPAC jR A r-, -, - ^^I— prx ASCE 7-05: EXPOSURE C; REQUIRE14ENTS STIFFENEIR�S' RESIDENTIAL GABLE END WIND 13RACING H LESS TlLkY 4-6- NO STUD BRACRTC CLOSED .11; LEV*GTH Slrjj7VPAC'�: PH Mr 'tip 111T M ,,k!rrrZ AN.)' n 100 M 3OFT II, EXP C M -A. ex,8 BLDG. LOCATED J&l• tr4p..33C DL=5.0 EVI;jpy r) o" (SEE 1?LI JL XiL:LOli 05,L Kzt _ 1.00, W -IND q�q cvror'D "CMIACING r4mrm To lo,c;p To v""O" I&AX- D.-H mo(I�RrAiMll' 111, 1, -f5 f V CK, AT L 4,'0" (SEE WIT& llClfIG THIS DETAI TO 00'j�, DTAPITRACH B - DgSTGN' REFEREN0 I mm's, SVALM' 0, ljr!4 1ITFORMATION NOT SHOWN RE"'Fla. *,ro bilvd. SLtif f'QRtu);(DER; ?U=S, r,&�M!7141' NIM&rTUP OPTIONAL 2X L—REUTFO� 6v 44. -UN - 01 WMJ JOD DOX 11IN) NAILS a TO STIFFS NAILS: iod.CojtMON (0.148'x3"j OR BOX (0.128"x3' (0.1,,,8" X 3". MIN.) J - OR 'GUN (0.125"X 3.%min) NAILS. L 2ma .2 sTlrFskclz ATICAG - 1-15D TO EACH GUN X So% MIN.) NAILS - D BOX OR G i� Xu) YCO 61 r AND .(0.123" 10 -- ----- -------- DC DL P 'fas'. w I BC LL PS * 'Z w: jhi' orm% ffa rot- iY Ifs '. ttr IR A 3 W M,CINC 24.1 LJ 41.4� wM*vic 7 .% 'a vVits, lA,i64-At-,M--li , salomck 117.1 i L 2ma .2 sTlrFskclz ATICAG - 1-15D TO EACH GUN X So% MIN.) NAILS - D BOX OR G STUD W/ (4) .(0.123" 10 -- ----- -------- DC DL P 'fas'. w I BC LL PS * 'Z w: jhi' -- TOT. LD. P 51" rot- DUR. FAC. W M,CINC 24.1 LJ 41.4� wM*vic 7 .% 'a vVits, lA,i64-At-,M--li , salomck 117.1 i jo., 444 got TC LL Pip TC DL p5r, 7r-1. 'I leg. TA DC DL P I BC LL PS * -- TOT. LD. P 51" DUR. FAC. W M,CINC 24.1 CLB WEB BRACE -SUBSTITUTION OR T -BRACE TMS DETAIL IS TO 13E USED WHEIt CONTINUOUS LATERAL BRACING (CLB) on IS SPECIFIED ON A TRUSS DESIGN BUT kz( ALTEPLNATXVE 'WES L-2RAC19G: L—BRAXE BRACING NMTHOD IS DESIRED'. APPLY TO EMIER SME -OF YES NARROW FACE. ATTACH1M*H LOd BOX OR GUN CE 0 (0.128*X V'WN) NAILS, AT a- D.C.- - BRACE is A NOTES: UnjW( 609 OF*YES CLB TVIS SHORN ON r)ETAL 19 ONLY BLE FDESIGN APPLFLY cICAOR CU- T-DTHERACING OSPE CnED SC VEAD Y]= LENGTH MIMS EMZD S TO R BRACING. ALALTERNATIVEBRACING SPECIFIED IN CHART BELO,r MAY BE CONSERVATIVE. ZL FOR Umfa= ALTERNATIVEALTERNATIVEBRACyG, RE -RUN DESIGN yM APPROPRIATE VN BRACING. T -BRACE L -BRACE MAC -1 KG erigCL17.11as IV ,-xa 0 2,74 t MOIN s —71 HOW z"t. ' 17116"1 I 'ROW 1,4M110E MW VITJU�i ",ijjj, SPECIES AND GRADE1,0 t(V T -BRACE• -zn' �," "MIT D OIIZRWUE ON OR BETTER ENGINEER'S C'EA L!M' 1. IG CENTER SCAB ON VIDE FACE OF TEB- M3pLy (1) SCAB TO EACH MLCM C.F. SCAB BRACING: APPLY SCAB(S) TO YEDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d BOX OR CUT( (0.128*x 3.'.WIN) NAILS. AT 6* O.C. BRACE LS A IMMMU 807. OF YES UELMER LENGT.H :SCAB 7,0 1'c N At,'. w 0 44 Y -11.1y: Ii - I y.. '.' Wnd, lnmr u, !Lf- . �t I I /Vx V M-1110, . J kit. �014A.4 pq J".o ".44 41 W.at 9A 3W VW.4*1�;Ja4.141*-' 11:r At M. 34.tki� P, b.L It It md tA. U wu to". 1. 1 Z 27 wior.r: P."4; if 140.1/'IC� (f,lug 40 "011, ;A�k ' I t la ": "f rm'. wl M., d vj A j .1�- iittjt: ti;* t v I mA 4-t. iu lent trim M1� v 174 to v- Ow v4t'kip .j 'i 110'v - -�n" c V7' '\ . .. . . ...... ANCHORAGE AND RESTRAINT OF LATERAL BRACING J.rr-17`_% IS :: Y. ' IDA. 'I �'.I I (�U3 1 �.(�I;',D[TI.Gi1 .. . . J. . ; �..--._1.�..:.r —''to J."RFVINI, TIM. tu(.F:LJ.Ia: F 1'l (. L Y1{I.Ytt).7.'i,I)r •I:klr. lj 1111{ •'Yr.t t.:•j `!Ivy„`S i•i+.Rl 1 1 Ir t - !11 'Er is �'"—'"C;)ttJ't tf.gS`° f lli R- tJ CIi:AGrt G= U:�. [yam?!Oq E!IUM':t.71 r �1 rE1,uTt T1IrRAL uT= 1�.1:ra• fir' AN, "WIT'' 1;? k3I`:!LS J,: � %fj/ TrQ: 5.11(6 tllf:'s ltIDTClk.R �I:1:11:T4R;tiLL'L : d1Y!CI7 iCE't`t:IOO :'t^F:C9I"YCD /}','r Y'♦J//J Y fJ_AT.RJC rA11. TIJi1:5L*'•T I.rwloh"cir on ARtmrmc . i FIG. 2 FIG. 3A AN .H01 RAOF. AY AC( Qr"r !177,'!7.!?FR •STA .ITNAL ARA .F. RFSTRA!mm frmR1 ' (OTHER ANCHORAGE PROVISIONS ;[(TT1fIN THE UNIT (SA It IRI FOR OTHER TYPES OF 'WALLS). 'tom: __,=t._�., ANCHORAGE (8Y BUQD'Ittt.' �;J �1 « ff P :!GOIti!rC n!! VCfiTCOFI::•y .fI, .I rR no Cil.EIiIl.(G• �.r. _._._.._.. 1lAIL - RLSTR.lA9 LlL'EIIAL, 4 l-�,� �.:•. •'! •'83RAcard. .�m'CJ .•r'a BRACINC, THEREBY. J'RLvprr2(c w='BVcJ1I:!ii M�;\'•.'+�.: �: M'i� �'.r�+S •.'+.'„„`"`•,.-....,.,r,:,�.. "�....,........ CLS COMPRESSION YES 1 I } �k4 '! C^ Z'� JJ `� fi• "TVD GRADE DBR HAIL..,. CL•1 ;1'><-� i' ;� ( 117 07.N)SM SIDE CT 128 AND CI„IfJM:11) AT APPRoXMJ m” • ':'l, ra ttzr�;��aa •m RrsLsr ' 1 I.1 ;'ESAI,Ylr7f;>t DBR tUY TRIYdP3E' l?41reii glrtvr- SCl' d">'tAC1! .'S7 LriT7r1 i *) / ) • TnVasa„nac.mwoa r. r®aRe,r.--�••—��/ 1'.`),u� 4 HUC.N t •!r/r'1�9fY ��L, j1//R,FIYLM JJ•J] –��–IL.tI '{�.EA'S A'Y3 JLSL iJ. S'Ytri IAL M1YM1'YJ 1'✓.I .. i' J(�u9'�F aTjetft'rYj`p\gaK ...... 7> na Y' .r a't,ra na; a ai JA Inl?L+�I-1't kixL�Kt N,f?!F •II MriC9i tiny Fr Ytn }i i. .LJ Ji Q J. l:r � tl fJ'1 /F, J 0' i� JJ fUu7-. It i3>.ir•un+Yti +Y r J Urf:1x Jr uJ 4J Tff ihB XJ..t) tnr q.YJa11 {ua !, ,vw !r I itf i rt Y fY 1 � r=:`"`w.y r �T sl?!F5'd?W'.' /t��•]'J 1� c t+r•1•+r.h lrtai `!rN felt iVin.f xne r-.:J't•r 14' p t 7+i4't ipl.'.. rVt r•p J. 1.j1 C.e4?f S /'t h�a rJ r• a( y,, .Y1y5�KJlrt. f/11e��--��•• f .J .1 A:I.Y iral tF tuC'a 4L 1 t41H.4 i AY.J akt i�aNe� n :.,irll sa a a. ry ft I' fR rlr .t ]k' t/ i � V,1 t� i7 {,.��:r I � ,k Kik• y t 1;4 •F%k.a fM'tYJ :: Stt V C 'lY4t IJl ! 7 rirtll l -1 �a:i. lyh ir.Y rr ryl�,.Ms, Y:Jil.iiu' C•.;{' � ! s' f C � {r3 i � f v"t t 11i ars . lkrr t`Ata k! t { i iFrJ a.aMt T 1• mr' %it r ktJsl M+um., �//!.+.+a � 4!! � r �r X71? 4 r y�, +,ry. 4P,1IIY4w. 111Mir M–r.1 Num hr1 7J 515 KYct2J.1u!'! I. • STY I IJt 1 } ! A •M11 KJ: f LI - TCJCH +bJ Y .f t ] {1.. /d' al' .rHli Y 1 v 1 to r � � "� d 3 I 1 r � ,t , M1 EuBChg Camoonrnh Group u:o +t7 Y 11 .1+Y r ! L/ r N 4 ha at Yltl1 71 r r.CH ; z i f •GY 4J L- !+ f ' } t (� t> r I J JYiSI'ji �YSMJI TiIJI. ♦M.i .Y l r4 J' iJ 1YJIJ1.Jd Y ({JI J J 111. J'1 Jr+la' 1 17f J= k`��/Jit_, / J; r'.•}�4.v'Y' �� � (!'{� '°4 1 AP11W till* {.. 11(Z fifiF V ivP p tli 4.vf av rhv. l '.I,H, 'k.1 ivP, YYYI Cx .tt a lrptFY-rJ: w Yfi'>•V J li , 1 S !{ w !.I'a ¢ry YY',,K F etln ilAt J tvr IEJ vy1,� f 11 t f !.T t.1J woo lwlr¢birr 4r1LC wA (... i r I :WL.r .iL xsi 4F'. lu rtY l•Yat u, xq t”/ i W)� {1! ( °jRi � I , n u+.Jttr � •�, r a rJr 'liFlly ti `h J•Je7 h ¢ Y P Yf J t . R „ r y1 1 1l •.lkrliGt u.,'.Y tiV::`v { '�!` 7Y�.ya7 r„L git„!'J.+r:it.t:r:.ca .r, E„t,1.7rf.x,xv�11,Y!rJ•-who JCt•`.r•1t. is: irJ k4 � ,!�/J,F �i Om GryMO pas «.._...........,.....–.,+., n.,...,.....-.....,.,., F i+ . •. �'4•,...-.,.,+•"'....('1'1{'.4\ •�:'� THE DRAWING BELOY (FTC. 3B) SHOWS HOY TO RESTRAIN THE CONTINUOUS LATERAL BRACING (cLB -�=). 1rm ANCHORAGE IS' NOT AVAILABLE AS SHOWN is! .FTG. 2 THE DIAGONAL BRACE RESTRAINT (DBR — ) UEYBERS ARE 2X4'3, THE ENDS OF XHICH ARE ATTACHED TO TOP k BOTTOW . CHORDS. THE DL:CONAL BRACE MAY BE ATTACI-D DIRECTLY TO THE CLS OR TO THE WES OPPOSITE THE CLB. USE THE SAAIr NAWG SHOYN IN FIG. 3A. FIG. 313, Job Name: 28'x 50' BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1244 3.50" 1.50" 2 27-10- 4 1244 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) : L/488 MEM 2-3 (LIVE) LC 21 L- -0.68" D- -0.57" T- -1.25" CRITICAL MEMBER FORCES: TC COMP. DUR. / TENS.IDUR. CSI 1-2 -4503 1.13/4521.0.782-3 -31821.15)/ 327.0.723-4 -3182 1.15 / 3281.60 0.72 4-5 -4503 1.15 / 4521.60 0.78 BC COMP. ((((((WR. ))))))/ TENS. (((DUI. CSI 6-7 -394 (1.60/ 43131.15 0.94 7-8 -40355(4(41.60 / 4292 1.15 11.81 9-10 -394 1.60 - 4312 1.15 0.94 WB COMP.(DUR.)/ TENS.r1li, R. CSI 2-7 / 28025 0.11 2-8 -1435(1.15)/ 1903-8-91(1.603/ 161115 0.71 4-8 -1435(1.15 / 19060 0.99 4-9 / 28025 0.11 TC 2x4 DFL #1 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD WEDGE 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF THIS TRUSS IS CARRIED IN A HANGER, THAT HANGER IS BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CARRYING MEMBERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). PLATING BASED ON GREEN LUMBER VALUES. 20 psf bottom chord live load NOT required on this truss, per IBC/IRC requirements for attics with limited storage. Truss ID: S1 Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. Refer to Joint QC Detail Sheets for Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI/TPI and are reported in available document ESR -1118. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL ASCE7-05 SNOW LOAD DESIGN CRITERIA: Pg 29 psf, Ce -0.90, I -1.00, Ct - 1.10 P4in - 20 psf 14-M 14-M 1 2 3 4 5 4.00 5X6 4.00 24 UPLIFT REACTION(S) -: Support C8{ Wind Non -Wind 1 -200 lb 2 -200 lb This truss is designed using the CBC -07 / ASCE7-05 Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No,Exp CategorY - C Bldg Length - 50.00 ft, Bdg Width - 28.00 ft Mean roof height 12.49 ft, mph 85 ASCE7 II Standard Occupancy, Dead Load - 10.2 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area - 56 sgft 268 - Homewood Tru TRUSWAL ® SYSTEMS /!D1'/ Building Components Group, Inc. 4445 Northpark Dr. Ste. 102, Cob. Segs., CO 80907 TRUSPLUS 6.0 VER: T6.5.9P B1 3X8 VV:308 VV:308 R:1244 U:1200 p 244 2'00 -2'00 0 �.8 U:-200 1 28-0-0 8 2�� 6 7 8 g 10 All connector plates are Tuvswal 20 ga. unless preceded by 'M for Move 20 ga., "H5' for 16 20 ga., -S' for SS 28 Be. frog Alpine; or Is fame Pl�sbam positioned as0s� above. Shifor V" for 16t gable stud Plat" toamidoverlapper int withestirvcturaltPlates (or srcled taple).lates and false Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an YWvidual building component not truss system. it has been based on spedrications provided by the component manufacturer and done N ve accordance with the current sions d TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimenslorm ere to be verified by the component manufacturer and/or building designer prior to fandcstion. The building designer must ascertain Net Ore loads utilized on this design meat m emceed the, loading imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is tatarelly braced by a rigid sheathing material dinuttly attached, unless otherwise noted. Bracing shown is for 1810.1 support of components members only to reduce buckling length. This component shall not be placed in any envkonment that will cause the moisture content of the wood to exceed 19% and/or causes connector piste corrosion. Fabricate, handle, Install and brace this Musa In accordance with the following standards: -joint and Cutting Detail Reports' available as output from Truswai software, 'ANSVTPI 1, WTCA 1'- Wood Tres Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- (BCSI 1-03) and 13CS1 SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is bcaled at 583 D'Ondrio Ddve. Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is baled at 1111 19th Street, NW, Ste 800, Washington, DC 20036. June 30, 2011 CIVIL IX"; OF �pL1F 6/24/2009 Lust: Mitchell's Building Supply DIR: Drive_T_0980609_L00005_300001 W0: Drive -T_0980609 -L000 Ds nr• BW #LC - 53 WT: 151# 9 TC Live 20.00 psf TC Snow(Pf) 20.00 psf TC Dead 10.00 psf BC Live 0.00 psf BC Dead 7.00 psf Bldg Code: CBC -07 LiveDur L=1.25 P=1.25 SnowDur L=1.15 P-1.15 Rep Mbr Bnd / Comp / Tens 1.15 / 1.10 / 1.10 O.C.5pacing 2- 0- 0 ob Mame: 28'x 50' BRC X -LOC 0- 1-12 2 4- 0- 0 3 5-4-0 4 6- 8- 0 5 8- 0- 0 6 9- 4- 0 7 10- 8- 0 8 12- 0- 0 9 13- 3- 0 10 14- 9- 0 11 16- 0- 0 12 17- 4- 0 13 18- 0- 0 14 18- 8- 0 15 20- 0- 0 16 21- 4- 0 17 22- 8- 0 18 24- 0- 0 19 27-10- 4 BRG REQUIREME on the truss MAX DEFLECTIO BC 20-21 21-22 22-23 23-24 24-25 25-26 26-27 27-28 28-29 29-30 30-31 31-32 32-33 33-34 34-35 35-36 36-37 37-38 REACT SIZE REQ'D 400 3.50 1.50" 356 3.50" 1.50" 189 3.50" 1.50" 225 3.50" 1.50" 185 3.50" 1.50" 222 3.50" 1.50" 222 3.50" 1.50" 186 3.50 1.50" 214 3.50" 1.50" 214 3.50" 1.50" 186 3.50" 1.50" 177 3.S0" 1.50" 74 3.50" 1.50" 176 3.50" 1.50" 186 3.50" 1.50" 225 3.50" 1.50" 189 3.50" 1.50" 356 3.50" 1.50" 400 3.50" 1.50" M 20-21 COMP.ffit.)/ -242 1.25 -212(1.25)% 0197 O1U.15 -36 1.15 / 83 1.15 / -87 1.15 / 112 1.15 / -115 1.15 / 145 1.15 -45 1.15 / 111 1.15 / -ITS 1.15 / -112 1.15 / -87 1.15 / 83 1.15 / -36 1.15 / -197 1.15 / -45 1.15 / -45 1.15 / hown are based ONLY ial at each bearing IVE) LC 27 0" T- -0.02" 'ENS. (DUR.) CSI 12 1.60 0.12 0.12 0.02 01.60 0.02 13 1.60 0.02 25 1.60 0.03 371.60 0.03 51 1.60 0.02 54 1.60 0.02 54 1.60 0.02 51 1.60 0.02 37 1.60 0.03 25 1.60 0.03 13 1.60 0.02 0 1.60 0.02 12(1.60) 0.12 TENS.(WR.) CSI 54(1.60) 0.18 TC 2x4 DFL #1 SC 20 DFL #1 WEB 2x4 DFL STANDARD Refer to Joint QC Detail Sheets for Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and ANSI/TPI and are reported in available document ESR -1118. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL ASCE7-05 SNOW LOAD DESIGN CRITERIA: pg 29 psf, Ce -0.90, I -1.00, Ct - 1.10 Pfmin - 20 psf PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the CBC -07 / ASCE7-05 Specification Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line No Exp Category - C Bldg Length - 50.00 ft, Bldg Width - 28.00 ft Mean roof height - 12.49 ft, mph - 85 ASCE7 II Standard Occupancy, Dead Load - 10.2 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area - 56 sgft 20 psf bottom chord live load NOT required on this truss, per IBC/IRC requirements for attics with limited storage. 0.17 0.03 o.05 0.05 o.03 0.05 4-1 -13 0.04 0.04 0.04 0.05 0.03 0.03 o.os 0.05 0.03 0.17 54(1.60) 0.18 �NCST 71 O1U.60 0.02 1'(* 0.00 24 60 0.01 23 1.60 0.01 23 1.60 0.02 28 1.60 0.03 46 1.60 0.03 6 1.60 0.02 6 1.60 0.02 46 1.60 0.03 28 1.60 0.03 23 1.60 0.02 23 1.60 0.01 24 1.60 0.01 12 1.25 0.00 71 1.60 0.02 6 1.60 0.02 6 1.60 0.02 268 - Homewood Trois TRUSWAL ® SYSTEMS #M Building Components Group, Inc. 4445 NoMMAr Dr. Sh.102, Cob. Spga., Co 80907 TRUSPLUS 6.0 VER: T6.5.9P Truss ID: SG Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF THIS TRUSS IS CARRIED IN A HANGER, THAT HANGER IS BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CARRYING MEMBERS. IF 2.S" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Mark all interior bearinortgg(( locations. Install useinterior adequatesstaplessforgablebefore ferection. blocks - BUILDING DESIGNER MUST VERIFY GABLE LOADS AND EAVE LOADS, IF APPLICABLE. THIS TRUSS IS DESIGNED TO SUPPORT THE LOADS SPECIFIED BASED ON THE O.C. SPACING AND ANY ADDITIONAL LOADS SHOWN. [tj gable bracing required 0 61" intervals, i exposed to wind load applied to face. See ITWBCG's Cable Bracing Details. Diagonals shown are part of the structure of this truss and may not be removed. Sheathing may be applied for additional support to resist lateral loads, by others, but is not required unless noted. Lateral loads have not been analyzed unless indicated. UPLIFT REACTIONS) Support C&C Wind 1 -93 lb 2 -40 lb 4 -12 lb 5 -11 lb 7 -16 lb 8 -34 lb 11 -34 lb 12 -19 lb 13 14 -13 lb 15 -11 lb 16 -12 lb 17 18 -40 lb 19 -93 lb _0_ - -0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 4.00 1.5X3 4.00 1.5X3 3X4 1.5X3 1.5X3 1,5X3 1.5X3 1.5X3 5 1.X3 1.5X3 1.5X3 1.5X3 nLL�� 1.5X3 rr _11 1.5X3 ISHIP 2X3 x 0-3-13 0-3-13 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 S=3X4 1.5X3 1.5X3 F 20 21 22 23 24 25 26 27 28 )29 30 313233 34 35 36 37 38 OVER CONTINUOUS SUPPORT A77 connector plates are Trusnl 20 a. unless preceded by "W" for We"sit�oeed per�Jofnt Detar HS ilgReports. Circled ylates arrd. frois lfalse or preceded by "XI" for Twa IO ga. or 'N' for 16 ga. frow Traswal, po frawe plata am positioned as shoe'" above• Shift gable stud plates to a -id owrlap with structural plates (or staple). WARNING -Read all notes on this sheet and give a copy of it to the Erecting Contractor. rd buss systam. 9 has been based on epecmca8ona provided by Be component mandacturer and design M for rd ecewith oxo component t N assumed for dimensional ecmeacy. Dimensions and dos h accordance with 0e amerert d8ch" d TPI and AFPA designee etmdardsto �tlottNO resp T i eq designer must escenain that the bads are b be verified by the m or lone maMad«er ImpoarKVmsed d by the local prior utilized on ova design meet «axeed tts boding do the by 0e bml laterally coda and the parlrigid si a ing material director aftedW. stero�otlmerwlee top chwd M laterety braced by 0ms roof «floor dmeaOYng and Oma bottom chord Y only to red braced by a rigid h. The component shat not be placed in ary noted. Bracing shown M f« Were' support d components rnembere oNy to reduce bnmcklirg length. envNon meet that will mime &w mohlure content d the wood to emceed 19% andl« cines corrector plata cormspn. Fabnfmte, handle, Install brace this boas in accordance with the following standards: 'joint and Cutting Detail Reports availableasontPnd f'"o'"re Tnmwal software, 'gNSVTPI 1','WTCA 1' - Wood Trues Cound of America Standard Design ResponsbNbles,'BUNDING COMPONENT SAFETY NFORMATION' - (SCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPL The Truro Piste institute (TPP is located d 583 D'On*Io Drive' MadWn, Wisconsin 53719. The American Fonts and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, WasNrgton, DC 20036. Qty: 2 Non -Wind -74 lb -9 lb -74 lb 6/24/2009 s Bu DIR: Drive_T_098O6O9_L000U�1_JUUUUJ W0: Drive -T_0980609 -L000 #LC = 53 Dsgnr: BW LiveDur L=1.25 P=1.25 SnowDur L=1.15 P=1.15 Rep Mbr Bnd / Comp / Tens 1.15 / 1.10 / 1.10 O.C.Spacing 2- 0- 0 WT: 188# TC Live 20.00 psf TC Snow(Pf) 20.00 psf TC Dead 10.00 psf BC Live 0.00 psf BC Dead 7.00 psf Bldg Code: CBC -07 IDEFL RA 'ENGINEEHED Wp A) SYSTEMS' C&Lilicate'of Conformance Certlficate p 5 4 10 0 THIS IS TO CERTII'Y that the glued laminated timber products Identified wi • En asso ed Wood "3Y$(0ms' (EW9), Wer® manufactured In accordance with thea applicable and assocleted spec;ficatlons indicated below; with' a collective mark of PP a standard ANSI Standard Al 90.1 -19921 For Wood Products - Struotural Glued Laminated Timber NEIL -488 Gluad.Lamir►ated Timber Combinations And "GAP"' Computer Program For Determining Design Stressea A.Ml 117-93'_ Manufacturing - Standard Specifidations For Structural Gluod Laminated'limber Of Softwood Species IT 1S HEREBY CERT,IF1ED that the APA EWS trademarked structural glued 12tminat were produced. in a manufacturing facility subject to regular audits In eoc ad ancs with the En ineered Wood Systemsod b embers Y (FINS) Quality Assurance Program, Routine audits include Inspeetlon of the manufacturing procQ216 and evaluation of the In -plant CIA program with adequate sampling to verity conformance to Industry standards for lumber grade and Blueline band quality, woo 47 y �t4Q``�Ap p R��� �. -� �10 I.y by, . w 66 homss G. Williamson ��� �•���.•� xequtive vice Prosldent *#NOR 11111k YH(N ENbiryLrL�RE17, W000 9Y9Yeu y a Misted oorporadert or •• TMB (d UIN RSD Kar7D ASSGCtAnpN 7911 BovIR. *fto ®V041 • N,O. BOK 71�OV' T Md, W 01tb 1'.0700 ,;: ' 1010pt1 net r80®1 386-6800 . you Num r. (seal F7 . ,90 TO 39Vd ONI SQOOM N631S3M TO:0T 600Z/97,/90 • EXCESSIVE SLOPES • EXPANSIVE SOILS • EXCESSIVE CUTS OR FILLS • ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS :Y CHANGE'S TO MEET THE JIRED AT THE PLICATION 'EMENT ICTION IN TRUCTURE TO :NT -INCLUDING MONS, WALLS, ARE 4CHMENT BUILDING ;.:,i 1.,r A.+.'\rp' F P �.y der A.v� s +xj � 4.• . APPkUv=o ■'� '1 mom ■� ■■ ■■■ ■■ ■■■ � ■ ■■■ ■i ■■ asME ■�ir� ,. ■■■■■■■■ ■�■■■■■I■ ■ ■■■■■■�■ ONE ■ �■ OEM 0 a FUTUREWILL - ■ REQUIRED REGULATIONS REQ NONE mom" TIME OF ]PERMIT A -,- OR TENANT IMPRON I�■■■ ■ ■ ■ ■ ■■ all A�■ ■■■■■ ■ ■ ■ '.,' ■ ■ . ■ /SSI �.�'�.-``' ■ _ ALL PORTIONS OF -C BE OUT OF EASEM FOOTINGS, FOUND EAVES AND ROOF SEE STRUCTL BACK ATT n ■ / r ■ • EXCESSIVE SLOPES • EXPANSIVE SOILS • EXCESSIVE CUTS OR FILLS • ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS :Y CHANGE'S TO MEET THE JIRED AT THE PLICATION 'EMENT ICTION IN TRUCTURE TO :NT -INCLUDING MONS, WALLS, ARE 4CHMENT BUILDING ;.:,i 1.,r A.+.'\rp' F P �.y der A.v� s +xj � 4.• . APPkUv=o COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 1 10 REQUIREMENTS FOR ELECTRICAL EQUIPMENT INSTALLATIONS COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 250 REQUIREMENTS FOR GROUNDING AND BONDING 2*(i fACO,a,, rfP Z8i FACTO rY— W ftT• I'55CA cr00r, IZ 4 k 2 � a•' vct;. Tar 1 LAA IAP �'•-w t _e a .^ltonls ► i - — —G —_ FUTURE OCCUPANCY CHANES - ---__ - �i-� ��:e 6�UC.ej ^W! pt� tbd �• 2 t WILL BE REQUIRED TO MEET THE - ! COMPLY WITH CAL/FORN/A IJtft aF*rt[ -.. EREGULATIONS REQUIRED AT THE d LECTR/CAL CODE- FOR WIRING _ I TIME OF PERMIT APPLICATION } METHODS- SECURE CONDUCTORS AND A�j cn0_ a Nlcw nnnl lonwlry rl lnwlrc___ N CONDUIT PER ALL APPLICABLE - i ��`TO3:i ,1 REQUIREMENTS AS REQUIRED BY THE - I i.H 1 ( OR TENANT IMPROVEMENT I } .- 11 2007 CEC FOR THE SPECIFIC METHOD NI ! 1: OF WIRING.411 RT. P. I- So LL , T" fi' COMPLY WITH CALIFORNIA {1Jr .E? i!Z 4.IP1r�1[ I� _.FT6. LI.Nf!) - -r'Y f '.. . ELECTRICAL CODE- ART. 210.B 0 1 I GROUND FAULT PROTECTION - - ` 4•', It SHALL BE REQUIRED IN ALL BATHROOMS, & WET BA�i KITCHEN, LAUNDRY, UTILITY R ✓i..�.� 1 lO�i. t ,(i1t.Q�. , I SINKS, AND EXTERIOR RECEPTACLES �L- MTA' V • r -t. � 4 �L I- I , 4 G �4, �y2 •1 A 97"193x1.17/BXf'7' 7.t6» br t`Ci I iA 1� .� • r, . _ ..r •�..r s _ / _ - - I - 1✓ Gs-rs�►. + .�� �..� �- t I&o 7Q rJFX.1C►Onli►(; 51LE (F'.Q +i 7Z4'Sot •--. _.._._ 11 f 2x Oc�TE�I e • i.. rr^f'l ll)G MAIeQI/at_ Slo-t1, rc t;— 41 2 L. f,UTt'WP- t,11-114Tlt!,)C., 51v.1, p tE ficio�ESCGrT ,O(x. t'GE 1'I�o"io- CoL3 r_p4b i1 ©UILDIIJ , ytmtrwri tZ ' 4-, NC/iC)Etz5 5lUll. -!/t•►�It+ 2��- Y-�Ilre�Up!'j � TtsrMME� �REG3t1lf,.. —, — -- — — - cc�t�tzG1� rr-I c 2.st o fist I t& V/L e; n 7/1 w%,rN f'2f? ✓ .: a+cfa w Ad t�. Gs 12 2x 6wck-tNG C' t'41�. Etat: i. ptlM� 1 'I •. l BALD ( f 1� c _ 1 T— AFA. rAT00 05r, I _ w 3�2'' gyp"I & 0,0 .w AO, . Nt 0- :Use tabs `d�,s13 s 0w0 — _ 1 __._. _ a- �-ted U14I ft 1 tJ S}t ! � . _�•�4t3t6".o.G.. ; ._ pati g _ 2 _ 1 I APPROVED PLANS AND .B A PERMIT SHALL SE ON SITE - ANCILLARY STRUCTURE AS DEFINED IN 2FOR ALL INSPECTIONS 007 _----------=------_-- CBC CHAPTER --- i 1Z,1 X I Z 1 FbCirJN E. • 7A. COMPLY WITH CDF/ CAL FIRE I, - REQUIREMENTS FOR THIS PARCEL. , V�futataf�ik.E� YCL"INCa THE 200 , 7 CBC, CMC, CPC ( - • 15 f# F=r14" X1 Ltd. t1�1r --- _- CEC, AND 2005 CALIFORNIA - - - --- _ EcFENCINCY LIGHTING (PERM INSTALLED LUMINARIES): SECTION 150 ENERGY STANDARDS AS / KITCHEN- HIGH EFFICACY OR UP TOI 50% OF TOTAL WATTAGE CAN BE LOW I< 1D J Q �t0 AMENDED BY THE JURISDICTION it EFFICACY. ALL HIGH EFFICACY AND LOIW EFFICACY LIGHTING MUST BE SWITCHED;rte.,• -- _-._.-_.._.. - - -. ` .: SEPARATELY ----------- APPLY TO THIS PROJECT. { "_'-"' "• '^'-`^'-- -_ ---- I IGH EFFICACY MANUAL -ON OCCUPANCY SENSOR ......,.. .,..._ .__.•.._ ...._. w...,..-.,,. ._.-.. M' H F CACP OR .' BATHROOM- I/2 [ -D _ -- _ _-- _-_, _—•_ -_, •x-+•- .,-_- r.-. __ �_ -._„-., _,_._,•-___-«-„__ __-•-- ___--_,-_-_-____'.. _ -_..W___-.. - e �l .GARAGE- HIGH EFFICACY OR ANUFL-ON OCCUPANCY SENSOR Jerry Mitch HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR als Materl • WarehouseLAUNDRY ROOMui1ding —. OFY R Vitchell s Bi1038 ALL OTHER INTERIOR ROOMS (EXCEPT CLOSETS <70SgR, FT) .QB HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR OR DIMMER Gridley, CA 95948--1038 OUTDOOR LIGHTING ATTACHED TO BUILDING -HIGH EFFICACY -4407 OR CONTROLLED BY MOTION SENSOR W/MANUAL- ON/AUTOMATIC OFF SWITCH - (530)Q46 • ! , 1 I 1 1 I f , ^_-I1 ' .: � ! f , � ! � i _ � � • AND PHOTO CONTROL 1 f I FN. 630 "S��i 9816 I i ; .31 TIF'SOfV' �”-Gvs-'p . k } t i I > I i - - - t'.�•!U.� '1t6o 47`3` b(iriv SCALE' APPROVED BY: _ DRAWN BYG -�---- �y I BUILDING .i?" �M Mt:'l�'-L yf�T1ON4♦►/i P PERMIT# l�% - I• •� G. 7.rG 4`7 RFVISEo V_qr 1 I!' j0ATE: if `� 1 1�t`+ Y I�Hl0Akjr_-f -FT ^�` ` ASSESSOR'S R t1ii �" ; MITC.��i!✓'� Ef} (I -D J►.��-� x447 p_ a >I . / '�Cj dt� PARCEL# �� (- - I� 4O .IRAWHVG Nor I tIMPE.• ' �M�wA.'iW.w+.R'balw'..w!-PYo+.m.n'm*.Y+.+iw.l ATs•4n.nM++vww• � I ':VY.aauy.s-' X6 u0'.R.iI. •D•V..MVtrII - � �,,� FILE COPY�,_�.,.:.�•.�...I��w�..��_ Y�.�� .Tt��ll�hf�,Tf(l�G, cf,7L> 1.4C.KfN1� t7`i'�; p�o0F PLAN r COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 1 10 REQUIREMENTS FOR ELECTRICAL EQUIPMENT INSTALLATIONS COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 250 REQUIREMENTS FOR GROUNDING AND BONDING 2*(i fACO,a,, rfP Z8i FACTO rY— W ftT• I'55CA cr00r, IZ 4 k 2 � a•' vct;. Tar 1 LAA IAP �'•-w t _e a .^ltonls ► i - — —G —_ FUTURE OCCUPANCY CHANES - ---__ - �i-� ��:e 6�UC.ej ^W! pt� tbd �• 2 t WILL BE REQUIRED TO MEET THE - ! COMPLY WITH CAL/FORN/A IJtft aF*rt[ -.. EREGULATIONS REQUIRED AT THE d LECTR/CAL CODE- FOR WIRING _ I TIME OF PERMIT APPLICATION } METHODS- SECURE CONDUCTORS AND A�j cn0_ a Nlcw nnnl lonwlry rl lnwlrc___ N CONDUIT PER ALL APPLICABLE - i ��`TO3:i ,1 REQUIREMENTS AS REQUIRED BY THE - I i.H 1 ( OR TENANT IMPROVEMENT I } .- 11 2007 CEC FOR THE SPECIFIC METHOD NI ! 1: OF WIRING.411 RT. P. I- So LL , T" fi' COMPLY WITH CALIFORNIA {1Jr .E? i!Z 4.IP1r�1[ I� _.FT6. LI.Nf!) - -r'Y f '.. . ELECTRICAL CODE- ART. 210.B 0 1 I GROUND FAULT PROTECTION - - ` 4•', It SHALL BE REQUIRED IN ALL BATHROOMS, & WET BA�i KITCHEN, LAUNDRY, UTILITY R ✓i..�.� 1 lO�i. t ,(i1t.Q�. , I SINKS, AND EXTERIOR RECEPTACLES �L- MTA' V • r -t. � 4 �L I- I , 4 G �4, �y2 •1 A 97"193x1.17/BXf'7' 7.t6» br t`Ci I iA 1� .� • r, . _ ..r •�..r s _ / _ - - I - 1✓ Gs-rs�►. + .�� �..� �- t I&o 7Q rJFX.1C►Onli►(; 51LE (F'.Q +i 7Z4'Sot •--. _.._._ 11 f 2x Oc�TE�I e • i.. rr^f'l ll)G MAIeQI/at_ Slo-t1, rc t;— 41 2 L. f,UTt'WP- t,11-114Tlt!,)C., 51v.1, p tE ficio�ESCGrT ,O(x. t'GE 1'I�o"io- CoL3 r_p4b i1 ©UILDIIJ , ytmtrwri tZ ' 4-, NC/iC)Etz5 5lUll. -!/t•►�It+ 2��- Y-�Ilre�Up!'j � TtsrMME� �REG3t1lf,.. —, — -- — — - cc�t�tzG1� rr-I c 2.st o fist I t& V/L e; n 7/1 w%,rN f'2f? ✓ .: a+cfa w Ad t�. Gs 12 2x 6wck-tNG C' t'41�. Etat: i. ptlM� 1 'I •. l BALD ( f 1� c _ 1 T— AFA. rAT00 05r, I _ w 3�2'' gyp"I & 0,0 .w AO, . Nt 0- :Use tabs `d�,s13 s 0w0 — _ 1 __._. _ a- �-ted U14I ft 1 tJ S}t ! � . _�•�4t3t6".o.G.. ; ._ pati g _ 2 _ 1 I APPROVED PLANS AND .B A PERMIT SHALL SE ON SITE - ANCILLARY STRUCTURE AS DEFINED IN 2FOR ALL INSPECTIONS 007 _----------=------_-- CBC CHAPTER --- i 1Z,1 X I Z 1 FbCirJN E. • 7A. COMPLY WITH CDF/ CAL FIRE I, - REQUIREMENTS FOR THIS PARCEL. , V�futataf�ik.E� YCL"INCa THE 200 , 7 CBC, CMC, CPC ( - • 15 f# F=r14" X1 Ltd. t1�1r --- _- CEC, AND 2005 CALIFORNIA - - - --- _ EcFENCINCY LIGHTING (PERM INSTALLED LUMINARIES): SECTION 150 ENERGY STANDARDS AS / KITCHEN- HIGH EFFICACY OR UP TOI 50% OF TOTAL WATTAGE CAN BE LOW I< 1D J Q �t0 AMENDED BY THE JURISDICTION it EFFICACY. ALL HIGH EFFICACY AND LOIW EFFICACY LIGHTING MUST BE SWITCHED;rte.,• -- _-._.-_.._.. - - -. ` .: SEPARATELY ----------- APPLY TO THIS PROJECT. { "_'-"' "• '^'-`^'-- -_ ---- I IGH EFFICACY MANUAL -ON OCCUPANCY SENSOR ......,.. .,..._ .__.•.._ ...._. w...,..-.,,. ._.-.. M' H F CACP OR .' BATHROOM- I/2 [ -D _ -- _ _-- _-_, _—•_ -_, •x-+•- .,-_- r.-. __ �_ -._„-., _,_._,•-___-«-„__ __-•-- ___--_,-_-_-____'.. _ -_..W___-.. - e �l .GARAGE- HIGH EFFICACY OR ANUFL-ON OCCUPANCY SENSOR Jerry Mitch HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR als Materl • WarehouseLAUNDRY ROOMui1ding —. OFY R Vitchell s Bi1038 ALL OTHER INTERIOR ROOMS (EXCEPT CLOSETS <70SgR, FT) .QB HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR OR DIMMER Gridley, CA 95948--1038 OUTDOOR LIGHTING ATTACHED TO BUILDING -HIGH EFFICACY -4407 OR CONTROLLED BY MOTION SENSOR W/MANUAL- ON/AUTOMATIC OFF SWITCH - (530)Q46 • ! , 1 I 1 1 I f , ^_-I1 ' .: � ! f , � ! � i _ � � • AND PHOTO CONTROL 1 f I FN. 630 "S��i 9816 I i ; .31 TIF'SOfV' �”-Gvs-'p . k } t i I > I i - - - t'.�•!U.� '1t6o 47`3` b(iriv SCALE' APPROVED BY: _ DRAWN BYG -�---- �y I BUILDING .i?" �M Mt:'l�'-L yf�T1ON4♦►/i P PERMIT# l�% - I• •� G. 7.rG 4`7 RFVISEo V_qr 1 I!' j0ATE: if `� 1 1�t`+ Y I�Hl0Akjr_-f -FT ^�` ` ASSESSOR'S R t1ii �" ; MITC.��i!✓'� Ef} (I -D J►.��-� x447 p_ a >I . / '�Cj dt� PARCEL# �� (- - I� 4O .IRAWHVG Nor I tIMPE.• ' �M�wA.'iW.w+.R'balw'..w!-PYo+.m.n'm*.Y+.+iw.l ATs•4n.nM++vww• � I ':VY.aauy.s-' X6 u0'.R.iI. •D•V..MVtrII - � �,,� FILE COPY�,_�.,.:.�•.�...I��w�..��_ Y�.�� .Tt��ll�hf�,Tf(l�G, cf,7L> 1.4C.KfN1� t7`i'�; p�o0F PLAN