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HomeMy WebLinkAbout024-200-065r P LEROY HILBERS t w/s -Glenn 11.1 n-• :, 6001 ... west of.. Tel Larkin Rd., L t P, Gordon Estates; 1 Gridley ' P emit 3436=72 F;mAe (riew sinelefamilv,)yi CHARLENE JOHNSON 446 Hopkins Rd, Gridley IbI ContR: Richard Carter Const �f Permit#3562-88B,P,E,M(addition & remode SF 024020-0-0(4gt jn5 95-2951. JOHNSON, Monty%(/'�_-_ p/o 446 Johnson Cl Ave, Grid ey (reroof/built up) George Roofing 024-200-065 PERMIT#98- 2 JOHNSON FAMILY TR 446 Johnso n, Gridley Add oom/SF , /b� 15SueOt' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION _ 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 10 - ©O-& �;- ASSESSOR PARCEL NUMBER 024-200-065 1 ZONING BUILDING PERMIT OWNER JOHNSON FAMILY TRUST, ETAL T=16407 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 446 JOHNSON CLAN AVE., GRIDLEY 76 C 988 CONTRACTOR'S NAME T V f TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAULING ADDRESS Total Valuation 1$3,9.652 ARCHITECT OR ENGINEER LICENSE NO. Alin Fee $ 20.00 Permit Fee $ 343.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 446 JOHNSON CLAN, GRIDLEY Energy Plan Checking Fee $ 23.0 $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Q Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 21.0 Solar or heat pump water heater 23.00 Water piping 15.00 1 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: BEDR OO14 ADDITION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoonoaLss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: IR 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc. BLDs. SO 3.50FT. O .r NST. DT MULTI -OUTLET @7.50 SPOINGLE OUTLET CIR.WER APPARATUS Ex. Occu oLRLEr OR FOTruREs 20 @ 1.00 BAL @ .50 Ex. Occup. OUTLEEDTs(RES o.OREA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating _ Cooling Hood 6.50 Ventilation PERMIT FEE $ 39. 5C Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation ovisions of section 3700 of the Labor Code, I shall fort pith comply with os provisions. �/ X/ L Date v Signature of Applicant 103 Owner 11 Contract or 101 Agent' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.0 occ CONST. TYPE TOTAL FEE $ 808.41 HA2. D. FEES IMP FLOOD CDF I PARCEL I PD Ho I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 231 %'%4 717 9 WHITE-D.D.S.-B.D. CAW R SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I\ - •_ .:7" . � 7'. T ,. t•7rC^ l T:•F•�.C' .TT•.w•,-'I��91'•' ate,`.-.,. w..-..., wi}�, -.. COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND,PERMIT I ASSESSOR PARCEL NUMBER 'S 024 -2M -06r, ZONING A-40�J BI IILDING PERMIT r�1 �.1 fl OWNER JOHNSON FAMILY TRUST, ETAL T=454071 SO. FT. OCC. BUILDING VALUATION 656 OWNERS MAILING ADDRESS 446 JOHNSON CLAN AVE., GRIDLEY R 35,424 76 C 988 CONTRACTOR'S NAME OWNER TELEPHONE' CONTRACTOR'S MAILING''ADDRESS ,- CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $38,652 ARCHITECT OR ENGINEER : i 7 LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 446 JOHNSON CLAN, GRIDIEY Ener Plan Checking 9y g Fee $ 23.0( $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 7.00 21.DC Solar or heat pump water heater 23.00 Water piping 15.00 15 n( Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition 8 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ "Describe Work: BEDROOM ADDITSON Gas piping system 1 • 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoaLEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty.of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my,,license is in full force and effect. \ License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereb affirm under penalty of perjury that I am exempt from the Contractors License Y P tY P I N P Law for the following reason: IR 1, as owner of the property, or my employees with wages as their sole compensation, Will 'do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the pro" ct. ❑ I am,exempt under ec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. OR ADONS. ( 8 ACC. B.S.Fr. 3.S2so q NON-RESID.NEW CONST7__ =OUTLET 97.50 ` POWER APPARATUS d SIN GLE OUTLET CIA. Ex. Occu OUTLET OR FIXTURES 20 Q 1.00 BAIL p .50 Ex. Occup.. FIXED APPLNS. OR P•• ourLETs RESIo. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ` PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating _ Cooling Hood 6.50 Ventilation J 4 • )' PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort"ith comply with os provisions. X Date v�f�A Signature of Applicant SCI Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 421.-1 occ CONST. TYPE TOTAL FEE $ 303.41 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ (Da te I Receipt No. �'3 7 % 9 % " •-% S. �` WHITE-D.D.S.-B.D. CANARY.ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COU NTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75410 _ PER MIT NO. (Rev. 12/96) APPLICATION AND PERMIT n &,;I ASSESSOR PARCEL NUMBER '- 024-200-065 ZONING A-40 BUILDING PERMIT OWNER JOHNSON FAHIL_Y TRUST, ETAL o==407, SO.- FT. BUILDING VALUATION OWNER'S MAILING ADDRESS 446 JOHNSON CLAN AVE., GRIDIEY 35,424 ED 76 98/8 CONTRACTOR'S NAME OWWR OWWR 1'�I� TELEPHONE -120 240 CONTRACTOR'S MAILING ADDRESS - CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $38.652 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ ` - BUILDING ADDRESS 446 J0121SON CJ AN, GRIDI EY Energy Plan Checking Fee $ 23.(X $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EJ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 7.00 2I.Ot Solar or heat pump water heater 23.00 Water piping 15.00 15.01 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: • BEDROGI ADDITION Gas piping system 1 - 5 outlets 15.00 15.0( Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ • ' ELECTRICAL PERMIT Filing Fee 20.00 "LE Main Service zoos oa 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect., License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 6T 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 ' NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BUDS. So n^ n 3.50FT. 22.9f NEW CONST. MULTI -OUTLET NON -RES ID. I @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ I'00 SAL. .50 PPLNS Ex. Occup. ouTEitDrs RES D.ORE.. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 49 rF - � WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating _F. 1 G �! Cooling Hood 6.50 Ventilation 4 •') .4. J" PERMIT FEE $ '�• '` Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensationprovisions of section 3700 of the Labor Code, I shall fort with comply with W6sd provisions. X!'D �1k_��7�_ Date r"�/v� l /► Signature of Applicant %M Owner ❑ Contractor ❑ Agent ' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories'in height. Mobile Home Installation Fee $ Energy Inspection Fee $ y'' • " occ CONST. TYPE TOTAL FEE $ 0,081.41 HAZ. 1 D. FEES IMP I FLOOD I CDF I PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. . Date Date rRe7ceiptNo. 'Z31-7 %�'! �' .D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �. .. -...--..-_ _ .....- �.,- r• � ..a ^ Apr , f � Y � _M�,�:.���. ' \ - i? '. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive - Oroville, California 95965 - Telephone (Rev. 12/96) APPLICATION AND PERMIT BUILDING DIVISION (916) 538-7541PERMIT NO. W - CQCc1;1 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER J*y" PARTLY TIRM f )°TAI �dlv-�6 L 60-Z40,� T960 -Z4071 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1/lt?f7" M itl AVE.RIM" �Mi� ►71/r iL7WS7 vL/1t\ .a.+ n 76 988 CONTRACTOR'S NAME 0Wn TELEPHONE:' 3 CONTRACTORS MAILING ADDRESS - r CONSTRUCTION LENDER .f Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 38.652 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ `' ' BUILDING ADDRESS LLL TA(}r SON /►* ��• GRIM EY �iMV dVI]nJAJI� W..Al7 Energy Plan Checking Fee $ 23•a $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF & Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap . 31 7.00 21.0[' Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition El Remodel ❑ Utilities ❑ Installation ❑ Other ❑ 'Describe Work: SROM AIR MON Gas piping system 1 - 5 outlets 15.00 15,tX Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S • .a ELECTRICAL PERMIT Fling Fee 20.00 Main Service Toon oa v ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. ti OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: IR 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BUDS. SO 3.5¢x: 2. =RESIIDT RANCHO CIRCUITS @7,50 ' POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FocruREs 20 0 1.00 BAL (9 .50 Ex. Occup. ouriFrs RESIo.oEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 62.9E WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for -which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) `i 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation ,pjovisions of section 3700 of the Labor Code, I shall fort(rwith comply with th6se provisions. X ��/G�"±r��)�`_ Dated' __ LL r Si na" tura• of Applicant - [� Owner ❑ Contractor ❑ Agent 9 pP ` , 9 An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15. Cooling Hood 6.50 Ventilation PERMIT FEE $ 3y. Mobile Home Installation Fee $ Energy Inspection Fee $ 14 •k' Occ CONST. TYPE TOTAL FEE $ 808.41 RAZ. D. FEES IMP I FLOOD I CDF I PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code -and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ Date Receipt No. WHITE-D.D.S.-B.D. CANAR -ASSESSOR -PINK-INSPECTOR GOLDENROD -APPLICANT p' .r. � . y , ;mow . _ _ 7.rr �� e'er .! 7`.s.ti.�'`b"°7/4...i'i./f � iM.,Cy'Y"tiq�ti-.r�1Y� "�t� i"y . , -y , ,� i7•� . , r.• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: X16 Ll ASSESSOR PARCEL NUMBER: 0 2 <-/- 2 v c) - 0 9 -5 - Proposed Building Use: f2r Building Inspector: K' Date: i . At time of permit application, I was advised the following data must be submitted prior to permit proc ssing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- @2"floot plans, jq sets, signed by the preparer of plans. ------------------------------------------------------------ QO . Complete plans&4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. En _ eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- veered nng truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 3 9 ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- -------------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ 9-K.'F of $ q Q - `i t _ ------------------------------------------------------------------------------------- . Impact fees as shown on the attached schedule. 511.4:;,`¢-G;r;{---------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ---------- ----------------------------- 0 13. Pood elevation certificate. ---------------------------------------------------------------------------------------- ------------------------------------------ p,a Health Department. ------------------------------------------- M490O. Sanitation and plot plan approval j9 Ell 5. ❑15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- --------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 1117. ❑17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- E130. Other: When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. Eelephone g ��i - �/ O 7 and hold for pickup at ' Pt office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, 13Fire Depparahent, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: Date: By: Date: By: 1. Index permit application for the above items numbered: % ON 11 - 14 ' lan Check List 2. Additional items required: - Contractor, designer, owner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 9/phone, ❑ mail, ❑ Building Division counter, by Date: 3'2 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES ED NO ❑ 2. I HAVEQ HAVE NOT ❑ signed an application for a building permit for the proposed work. -3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: eZ,2 NOTE. This Owner -Builder Ver cation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification's on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I+Micel �U� Vi ira, C.B.O. ,uilding Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER 6 j, j.,c1tO1UNTYOFBUTTE - DEPARTMENT OFDEVELOPMENT SERVICES - BUILDING DIVISION ir' ` 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 74NO% BUILDING PERMIT LEP OWNERTEG ° NE � O 4109 hSDh D SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS q 41,C N CONTRACTOR'S NAME /�Jj/�� q TELEPHONE ` 2 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNO ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 3 Da ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDING ADDRESS /l 0 / i/7 /rlK- Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF°@i,Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 ! , &V Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition 43Q1lities ❑ Installation ❑ Other ❑ Describe Work: yj/J�l�iLo j„ a�26 'f Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE t . ELECTRICAL PERMIT I Fling F4el 20.00 Main Service oon oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 4 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 NEW CONST. DWEWNO OCCUCUP. S° EE OR ADDNS. ( a ACC. BLDS. 3.50FT. p °10 MULTI.OIITLETC. QG 7.50 FOWER APPARATUS a SINGLE ovrtEr CIR Ex. Occup. ovnET OR FIXTURES 20@1.00 BAL. p .Iso LNS Ex. Occup. onxurrs A of 5.00 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation • SLS 4f . PERMIT FEE $ _ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ J0,05.611 HA2. D. FEES IMP FL000 CDF PARCEL I PO I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By C, PER IRES ON the applicable provisions Resolutions to do work been paid. lDDate try Date ReceiptN WHITE-D.D.S.-B.D. CA ARV -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. A.f:, 024-200-065,-..,.--PERMIT#98-0262} Ov;riJOHNSON FAMILY TRUST 1446 Johnson C1an,,-Gridley C In!A'&`•Bedroom/SF PeLvlt Co PERMITTEE MUST CALL FOR INSPECTIONS motings Piers Underground Conduit Pre-Gunite -unaernoor riumDing Underfloor Electrical Underfloor Mechanical Underfloor Framing .....................:...:.:. . Rough PlumbinC Rough Electrical Rough Mechanic Framing Shower Pan D Insulation Fireplace Throat .. . Do,Niit.<Contmue'FireplaceUnUl;Above Signed _ -.........:....:_..............__......... Stucco Lath Scratch and Brown Until Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED. FOR OCCUPANCY Addresses . .. nformation . 24=Hr Ins Oroville 7 County Center Dr. 538-7541 538-7636 Chico 1469 Humboldt Rd.. 891-2751 891-2834 Revised 7/94 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA VbVbb•JJ5I TELEPHONE: 19161 538.7541 . FAX: 19161 538.2140 Dear Property Owner: We have issued a permit to construct a new building, an addition, or to do remodeling on your property. This letter is to inform you we have approved the building plans submitted for conformance with code requirements. We will only inspect the construction for conformance with code requirements. It is your responsibility to see that the building conforms to your plans and expectations. Should you have any questions concerning this letter or any other matter pertaining to the construction, please do not hesitate to contact this office. Yours very truly, Michael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection 024-200-0651 JOHNSON FAMILY TRUST MIT#98-0262 446 Johnson Clan, Gridley Add Bedroom/SF 1 1� B E A U T Y RE: Attached Building Permit Dear Permittee: `' butte L'0 L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 19161 538-7541 FAX: (916) 538-2140 Attached is your building permit along with the.approved set of plans and a job card. Please post the job card on the job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will not be made if the"job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office - do not proceed with the work without making the correction. The job card must be signed by the inspector before proceeding with each item listed. Should he not sign the card, a white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service. As a reminder to you, it is illegal to occupy this building or portion of building for which this permit is issued without approval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupancy clearance. Before occupancy, all of the "final items" listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. If the renewal application has not been made within 30 days of the original permit expiration date, or if the work has not commenced, a new permit application and fees will be required. IIpon completion of the work covered by this permit, please contact this office for final inspection. Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. MickYael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments RESIDENTIAL r 024-200-065 '-~ PERMIT#98-0262 JOHNSON.FAMILY TRUST PERMIT NO 446 Johnson Clan, Gridley Add Bedroom/SF PERMIT EX1 OWNER CONTR. ASSESSOR PARCEL LOCATION Temp. Power Pole — Called PG&E— Temp. Elec. Service Called PG&E Temp. Gas Service _ Called PG&E JOB FINALED (Date) Signature V=OK , O = Not OK • = NottRepady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Locatior�-Test-Fali-CAD-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-TestWrap; / , /'LYt / /Nat. or/ /9 tL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance _ 9. Siding; Nailinga/eneerStuxo-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements- Setbacks Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test-0emarKWahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; SoilsSize-DepthSpacrg-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frrng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailinga/eneerStuxo-Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Lendings' 12. Braced Wall,Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability, 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting;. 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Paneiboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test •11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 o = No OK RESIDENTIAL (Single & Duplex) - - No t Apc bl p f a e Not Ready Date UNDERFLOOR (Plans) OK except aM s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /" Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /` Ftg. Depth 5. Stemwalls, Main;'Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.Stee1 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts.foistsVents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stopdns. Baffles 50. Bdnn. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Headroom-Rise-Run-tanding-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive [] Yes 0 No/Walks p Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 7 CJunvi Censer Drive, oroville CA 95965 Phone: 916-538-7541 JOHNSON FAMILY TRUST 446 JOHNSON CLAN AVENUE GRIDLEY CA 95948 RE: , 98-0262( BEDROOM ADDITION) A.P. # 024-20-0-065 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 1/25/99 Mobilehome• Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. -X7(XXPlot plans, 3/4 sets, signed by preparer of plans. EXEIr9pineered lete plans, 3/4 sets, signed by preparer of plans. plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of -Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. XXXX Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Health Department. Sanitation and plot plan approval p City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for ' Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 501s subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Should you have any questions concerning the above, please contact MY - of this office. Yo very ny, is el C. Vieira, C.B.O. MCV:ahb Man ger, guilding Inspection pIi�CT PROCESSING APPLICANT: OWNER: •. PERMIT #: A. P. WORK DESCREM •'1 DATE DES ON OF STEP ..1`` 3. 3 • °1F� Jy u-o-�o:�.J ,�az.. . utte count LAND O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: (916) 533-2140 Re: Application and Permit Fee AP# 024-200-065 Johnson Family Trust 98-0262 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney Permit Applicant: Johnson Family Trust Assessor Parcel Number: 024-200-065 0 Permit Number: 98-0262 Date: 3/9/98 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Plan shows additional square footage at front entry. Show construction details of this area. This square footage is to be included in energy calcs. Is kitchen window to be moved? 2. Provide dimensions of glass block in bathroom. 3. White roller shades must be installed before final'for new windows at north, south and east orientations. 4. Revise energy square footage per #1. 5. Notes on floor joist plan are illegible. Not all beams are noted on plan. 6. Provide gravity load calcs for entire new structure including new deck. Show load path for glu-lam beams supporting second story. Detail all connections. Provide calcs for point loads from new roof structure supported on new deck. Provide engineering for all glu-lam beams. 7. Bracing method, location and attachment per UBC Section 2326.11.3 is to be provided on plans. 8. This building is considered unusually shaped per the following UBC sections: 8.1 Sec 2326.5.4.1 Exterior braced wall panels are not in one plane vertically from foundation to the uppermost story. 8.2 Sec 2326.5.4.2 When a section of floor or roof is not laterally supported by braced wall line on all edges. 8.3 Sec 2326.5.4.3 When the end of a. braced wall panel extends more than one foot over an opening in a wall below. Engineering must be provided addressing these conditions. This should show how second story lateral forces are transferred to existing structure and into the foundation. Johnson Family Trust 3/9/98 page 2 9. Show support/bearing and connections for 6X12 beam at porch. All engineering requirements ae to be on plans - plans stamped and signed by engineer (2 sets) If you wish to discuss any requirements, you may contact me at (53 0) 538-7541 behveen 1:00 P.M. and 4:00 P.M., Monday through Thursday. Martha Whitney cc: Scott Jackson Evergreen Development BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One.form per Building) p School District. (2 r r -a �(��.` Building Department No. r A.P. Number Jurisdiction: City cs_ County Property Owner J t] kP1S6 "k FC--t- Property wProperty Location/Address C/ J b ! Sok-, lit , lam ,, —d Subdivision Lot No. Residential Development No of Living Mobile Home Addition Commercial/Industrial Building Department District Identification No. Units Installation Sq. Footage Sq. Footage New Addition 3.x'.9 Date School District Personnel) School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet School District Representative Paid by Check # Remarks: by payment of $ JFBi 2926 $ ULL MITIGATION $ Date (Group R) (Including Exterior Roofed Areas) Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are.paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm r..r; .y.r..,,,i.a+.rkr,Fri-llynk.�'-•,trimn,�ij'"'rrrysi`"'Lits+-•.Y4Y�WT-�'fi�.','_. ,^"y�_.ww_""al`"i'""�.-,r/✓711,,1��.......•..i"'►r`rr"+4..�i+Ki�:+'�.i'i`�^�n�"+''rn'.�'°.....i='�'..i('Fvr+i..^r.....-•�,rn,. .r;j "•: - BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM F, (One form per Building) School District. �j r f l r� %��- -a- % (� w.. Building Department No. ' d A.P. Number 00-p675 ' Jurisdict'i"o�n� ® City L County Property -Owner vy KS6 h (r`ell Property Location/Address '7 6 J c) Subdivision Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial Building Department ,t I District Identification No. Sq. Footage New Addition Plans r_6iewed by School District Personnel) School District certifies that (Including Exterior Roofed Areas) 3.5.gb Date 0 i (Applicant) (Street Address) (Phone Number) (City) _ (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # Remarks: by payment of $ JFBi 2926 $ [FULL MITIGATION $ Date Notice: You may protest the imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District,,Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schoois. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm r t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM o t, (One form per Building) n 1 / _ a School District, t`' f , %`�r " { G� -A:, Building Department No. A.P. Number Jurisdiction: City ��- County Property Owner Jy I,. $c) r. in . C77 Property Location/Address `1 c) dg��e� ���,..� (�'r•�` Subdivision Lot No. Residential Development No of Living Mobile Home Addition Units Installation Commercial/Industrial Building Department New Addition District Personnel) District Identification No. School District certifies that Sq. Footage (droup R) Sq. Footage Iincwoing txterlor Roofed Areas) Date a r. 'F (Applicant) (Street Address) (Phone Number) " i (City) (State) (Zip Code) - has complied with the requirements of Resolution No. representing square feet School District Representative Paid by Check # Remarks: by payment of $ IFiB 2926 $ ULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Acct (CEQA), this project may be sub1ect to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 o FAX (916) 893-0140 Customer: _77 Address:a a . a. AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 r LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems — 89 Loren Avenue Chico, CA 95928-7434 TIT (916)893-0112 • FAX (916)893-0140 (800)678-0112 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend that sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend that a sub - fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. JCB: .GABLE END DETAIL SIRONGBACK (NAIL 10 LEDGER 12' D.C. (BRACED AT 55' O.C.) — , LEDGER (NAIL 10 VERTICAL N/2 -10d NAILS) (K) SPACING FOR H3 = 56.0' O.C. REFER. TO SIMPSON CATALOG C -94H -I FOR PRODUCT ATTACH14ENT SPECIFICA11CN (ATTACH A35 IN FI OIRECTIIN 2X LEDGER I I\ COMMON / TRUSSES a STRONGBACK (M) (PI; BRACED AT 55' D.C. ONLOOKER CRITERIA (SI > (H) 2X4 F.L. OR H.F. 12 OR \ / BTR STP.ONGBACK BRACE (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO 14ATCH COMMON TRUSSES (HI) )TEL PLATE 10 MATCH COMMON TRUSSES. (0) OPTION 10 WEB r-LATING: USE (3)-2' WIRE STAPLES (0.072 DIA./15 GA.) 10ENAILEO THRU CHORD INTO WEB 6 THRU WEB INTO CHORD DN ONE FACE FUR A TOTAL IC 6 STAPLES. (PI).' (Sl) 6 (HI) MUST BE PLATED. (G) GABLE END DES101 BASED (111 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. (0 1X4 CONTINUOUS LATERAL BRACING -FOR_ BRACE (STP.ONGBAM 72'-. ATTACH AT MI V/2 -8d CCOHHON NAI 24 �\ \ (HI )) NOTE: CHORDS TO BE 2X4 FIR -LARCH -92 H111. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C.-ALSO. PLATE MAX. WEB LENGTH 2X4+ 8-1-0 3x4• 13-6-0 N 12' MIN 24' MAX 3.5' MAX. T'(P. NOTT:N B 24' D.C. I.5' MAX. 2X4 F.L. LUMBER GRACES MAX. LENGTH WITICUT BRACING (H) MAX. LENGTH Y/ STP.ONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 ESS/ a3ea5 6R 63091 I.IVI� [ n1 Q1 A * �Nt TC LL TC OL BC OL BC LL TOT.LO. 30.0 15.0 5,0 50.0 PSF PSF PSF PSF PSF REF DATE 10/31/94 ORW CDT 12 -ENG PBC 91 7-9-0 15-6-0 11 L BETTER. 7-9-0 15-6-0 bLALt AN U eUUU 0 OFAILURE O p OATRUSS C=) 0 0 0 0 O O O O o p I(I(IMPORTANTI(�N �w" RREDDN9I=GFTO ;17� DEVIATION FOON THIS DESIGN OR THESE SPECIFICATIONS. OR ANY TO BUILD INE TRUSS IH CONFORMANCE NIIH OSTBB BY IPI. ALPINE CONNECTDAS ARE MADE OF 200A OALV. STEEL K911H0 ASTM 4449 CR 0 EXCEPT AS HOTED. APPLY CO1*4CIDRS IO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON 11119 DESIGN. POSITION CONOECTOR$ PERORAWIMS 130. 190 G ISOA-F. O1S:GH STANDARDS CONFIIRN M/APPLICABLE PROVISIONS OF HOS S IPI. AN ENOHEER•S SEAL ON THIS DRAWING APPLIES 10 Of COMPONENT DEPICTED HERE IN ON1Y. AND SNAIL IDT BE RELIED UPON IN ANY OIKR NAY. WARNINGImm" REG"RE "sO. � E JAIIION AND BRACING: SEE HIB -91 BY TPI. SEE IVIS DES I6 'FOR ADDITIONAL SPECIAL PERMANENT BRACINGp DUIREMENTS. ULESS OTHERWISE INDICATED. CHORD SHALL OE LATERALLY BRACED WITH PRy.� LY ATTACHED PLYWOOD SIEAIHING. 6011011 P w 4J MIT" PROPERLY ATTACHED RIGID CEILING -- E ALPINE TECHNICAL UPDATE 11/1/911 FOR DRYNALL APPLICATION. FUMISH A COPY OF IN OESIGN ID HK ITUSS ERECTION CONIPACIDR. Mfr SPECIFICA11011 FOR MD01) CDNSITNICIION '�% ESS/ a3ea5 6R 63091 I.IVI� [ n1 Q1 A * �Nt TC LL TC OL BC OL BC LL TOT.LO. 30.0 15.0 5,0 50.0 PSF PSF PSF PSF PSF REF DATE 10/31/94 ORW CDT 12 -ENG PBC DUR.FAC. 1•.15 .•-IPI - IINJSS PIAT( IHS1111IIE. 1415 - 1091 NATIONAL DESIGN SPACING �n uucnu _ Y1 IQ' COMN1 _ - (JVtifiJV'E9vn,c a vim....•.- - -- - —. TOP CHORD 2x4 OF -L #1 80T CHORD 20 DF -L f 1 WEBS 20 DF -L Standard C) PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.9. ' n- IN LIEU OF RIGID SHEATHING: TOP CHORD TO DE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24. 0.c. IN ADDITION, A RIGID CEILING OR 214 #3 N.F. EEPROPERLYY LATERAL OR ATTACKEDTo THECING BOTIONA720 o.c. CHOR0. HUSTBE WI. 5X4 � 4 r W2. 5X4 iJ2. 5X4(A1) W4X4 is THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED DY TRUSS mrR. CONNECTOR PLATES MUST BE INSTALLED IN ACCUMDANGt Wills Enc REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949 AND ER"5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE LATH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). 11, WI. 5X4 4, W2.5X4 = W2.SX4(AI) 5-1 Leg -6-D-�-j L2 -6-0-j 9-6-0 I 9-6-0 -1 19-0-0 Over 2 Supports- I R-814 N-3.5" R-8 L4 ,,W-3. S' TYP. Wave TPI -Eno Aw SIR _ Design Criteria: TPI-! "YARMIat•• iRU11(S [99L 11 E1kSTALLI10 CALE I" BALD tICATIRAgVW. pV6l w0 Of WE N([ M PLATE ERACIR8. REFER 10 BEB-PI (RAlOLtAD"AmclsTO IaSTETIit. BIS O'amb W, SOtTE I®. IAD]SOB. A Top C). FOA I. RA 11H)MAT PREOA 10 PEtFSIRING HESE FDICTIOBS. UUSS OTBERAISL IRDICAIto. TDP CItOAO SRALI RATE fROPWIT ATTAWEO Snx1DUt /A9EL$ BOttal aopl oat IS A PRdlgiLT ATTJIOIEO R10[D CttLIRB. "IflPORTMT" IORRIN A CM OF THIS KUHN TV THE TISTALLAI EoRTE6CTOL-ALP18E ERE MME0 PRODUCTS, IIC. SIALL NOT RE USIMITLE m ��rt1(�U now THIS SRE� DESIGN; ANY iOSEATO BUILO TOE NOSS($ to t> BRAUN to TMSLS. TEES DTSIiI COlFDRIt VITO APPLICABLE PROVISEUS Or LOS.(TUOTOOL OESt" SPECTFI(ATIDp PUBLISRED RT TM AIERICAI FOREST AIM PAID ASSOCEAIEOB) All 111. AIPIII COVILLTOU AEE MADE Of ton ASTI AESi 0140 CAM STEEL. E7CEPT AS ADTII. APPLT OOlILQ/AS TO [Ail FACE OF TRUSS, A" MESS 01R(RVISJ %CZATEP 07 THIS CM AN. POSITION COtI[tTOtf PER flutm 140 A.I. TRI SEAL OR Tall OUYIIR III AD Tor S► PROFESSIONAL SltTAI N LREIBFIRTltt1lS p I O ES141 So"' AIT ►ABTICOLAAESTIEOII/JIM 3ITit tT OUSTOISIgLITT OF THE IIILOII CESIUM PEA .98 +8-0-0 Scale -.2S' Ft. TC LL 16.0 PSF REF 8427--20867 TC DL 10.0 PSF DATE 02/23/98 9C DL 10.0 PSF DRW CMSR427 98054030 BC LL 0.0 PSF CA -ENS SAM/GWfl TOT.LD. 36.0 PSF SEAN - 18172 OUR.FAC. 1.25 FROM�%D� SPACING 24.0" Auuen_mn&"r x ncRATE JOHNSON - 72 19' SCISS YOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard ra PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. a- 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE' BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24" o.c. IN ADDITION,, A RIGID CEILING OR 20 13 H.F. r, OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72" o.c. O MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i v 00 rn N .n Li 5 W4X4(Al) 5 W2.5X4 8 4, 2 W1.5X41% THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) S1IBHITTED BY TRUSS HFA. CONNECTOR PLATES MUST BE INSTALLED LN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. WM sa W2. 5X4 4- -4 - --,4 W5X6 _2 W1.5X4 m W4X4(Al) =a 42-6-0-j L<-2 - 6 0� 9-6-0 I 19-0-0 Over 2 Supports R-814 N-3.5" R-814 1-3.5' TPl- iR Desi n Criteria: TPI- NA0.N[A1G" itO33E5 RmliE [xOANtt CARL IN 9A017CATION. PXNDU O. SRt"G. 1ASTALUR8 AND IACIRO. Rtf40. 70 0.18.11 BAYR III tISTALLINO AND GRACSLD). PULMO Or TPI [TRUSS VLAT[ 20A TO ,IRfam12 TWE MCI tons. UNLLESSORIERVt200, 03mt11S:DICAII% 1'OPIL UOLM SBISR%lt K%j9 VI4OfRIY AVIACTICES ;TTACRFD MTRKM&L fARtl3, COTTON CRW SMALL Incl A PIOPERLT ATTACHED RIGID titLWl- -MRTANT"• FOMISH A COPT Of VAU OtSIGN fa In [iSTALLATtOt CWIAM- At►IR! ISOIRt [R[t RIDaCTS. 11C. SMALL NOT Of RESPans16L[ ran ANY Dtl7ATIOR FROM TRIS OIS160; ANY fATLURE TO IOELI TRA [IO3SIS IN CORFO )WICt VITR TPI; OR FAtG7GTUW. VIANDLI1O, SHIPPING. INSTALLING ARIA NAC[l6 Ot ROSStf. RCS own CONFOARS, MAIN AfPLMWW/`201131081 Of IDS (RATIONAL atS161 11a1fICKFION POGLISHED AT THE AMERICAN FOREST AID PAPER ASSOCIATlOt1 AS IPI. ALFIIN CORIECTOIS Aft IAD[ OF CODA ASTM AKS GR40 GINY. OTC&. SxCEPT AS 167110. APPLY CORRICISIS TO CAss rAt[ OF TAM Alm UNLESS OTRIRNISt LO=G 01 U's DES141. IOSITIaN COY✓RCTORS Jtt IRAR1113 100 A•I• "M SM U TMIf OIAmms II®TCAYIS ACCEPTA3CI K "WISSIONIL tt1fl[[lots IISPORSIFILtTl NMI FOM TNI TRW COMNM�IT Olst" SIm". 77[ 1011AltiTf AnOS[ OI i3 !!!PONEIR FOR AN PARTICULAR IUMIRD It TRI R[SFMIRIL[TT Or TIE NUILCINI DulONtt. PU ...,...r ,nus vetrA" r. *8-0-0 CA - 1 - - - F Scale -.25" Ft. TC LL 16.0 PSF REF R427--20869 TC DL 10.0 PSF DATE 02/23/98 es ,0845 F Do 8C DL 10.0 PSF ORW CAUSR427 98054031 now * BC LL 0.0 PSF CA -ENG SAM/60 TOT.LD. DUR.FAC. SPACING 36.0 1.25 24.0' PSF SEQN - 18180 FROM HD �nuucn_MIIUTF A DEBBIE JOHNSON . TOP CHORD 20 DF -L #1 , BOT CHORD 2x4 OF -L #16Bet. HEBS 20 DF -L Standard TOIS ONS PREPAREO FROM COMPOTE8 IRPOT (LOADS 9 DIMENSIONS) 3U9NITTED BY TRUSS MFR. T't ATG SGE MHEEL) -� v ,CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 0 17.3.3. N07E: EXPECTED VERTICAL DEAD LOAD DEFLECTION — 0.34 ED VERTICAL LIVE LOAD DEFLECTION — 0.37 ". oI �4 Sn N L2 C f0T£: THIS 'TRUSS EXCEED 1OPPORT " PSF TOONEUFACEKOFS AND TRUSS ONLY. IN LIEU OF RIGID SHEATHING: rOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED D 24" 0.c. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. DR RUST EEPROPIRLYUATTACHEDRTO THE ING SPACED @ BOTTOM 72" D.C. BOTTOM CHO D. W4X8 RI (K) Orr W3X40 W3X6� W6X6 g 2 W1.5X4 0 0-0-4 W3X6 %-- W3x6� 2 Complete Trusses Ke.quired NAILINd SCHEDULE: (124_box_na11s) TOP CHORD: 1 ROW 0 12" 0.c. BOT CHORD: 1 ROH 6 12" o.c. WEBS : 1 NOW 0 4' D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER MAILS IN EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE VITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -53S2. CALCULATED HORIZONTAL MOVEMENT OF 0.18 ' DUE TO LIVE LOAD AND 0.17 " DUE TO DEAD LOAD. A (K) 2x4 DF -L 11 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 0 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. K) W3X4a�r -- 14 W3X6 s W1. SX4 0 2 W3 X6 e- T-3 W3X614, -0-4 -0-0-0 �*--•2 - 6 - O---` }---2-6- 9-6- 9-6-0 • _I 19-0-0 Over 2 Supports R-1254 W-3.5' R-1254 W-3.5' la: TPI- hf6tD1D0•. TTwsY1 aCQUIRE EMEND CARE In I'M"91.11o", " BAACINB. HtfEE 10 01043 funkI►0 INSTALLING ADD 15X009[, fa1LIS1tD BT Tfl (TRUSS fIATL U1S11TO11. 503 D10101I0 DR.. SUITE 200, HADtION. Y1 5]719[, TOR SAfETT fRACTECES PRIER To MARININGTHEIR 10001013. ME$$ Dln"ISt EtDICATED. TOP CD0I0 $DILL DATE 1RDPERLT ATTACHED SVIUCTOtAL PANELS. DfjI R CROID SHALL HATE A MW41LT ATTACHED R16TD CILM318. O 1 ERAD 'INPOATABT''• TORNISR A COPT Or TNIs cru" to TK INBALtATLO" CwtSkeTOR. ANT ►A]LINE 0 ALP [NE (aG11E PIODaCIS, IHC. STALL NOT at BE310NT®tf TOE ATT DEIEATIN #SON THIS DESIGN; BUILD Tilt 11TS5Es 1N Car*IRfTCL WITH TH; at rAII1CArm. *RXINB, SDIPPEHO. INSTALLEDO AVD aRACIBt a TIISSES. THIS OE$161 MINIS$ HRB APPLICABLE PIOTISEORS OF a%& EUTIONLL DISKS SPECIFICATION MISTED It Tat An CAN fatlST AND ?APER ASSOCIATI00 An TPI. AtPDR CORRECTORS M[ XA9E a IOCA AS16 X163 6d0 6AlT. STEEL, EXCEPT AS NOTED. APPLT CoSmI IT TO [ACH FAC[ OF TRUSS, An antISS OTHER 12:l0UTI0 DN THIS OtUGS, POS non "NNELTONS tER IESPA1s o11LOIA-1. TOT ItAt 08 TT SOLELY rIH tH< UVSSt3DRIVING C690HENt DESIDRTES ACCEPTANCE 0 SHO - TO SOITAR[LIT11 AID UStIGfETHIi CDtPOtENf rot ART PMTFOR tt AUIlOff6 is THE RESPOMIIIUFT OF TTL BUILDING 0ETt6110- PE1 ......e......a UP"= s Scale -.375"JFt. REF R427--20872 DATE 02123198. DRW CAUSR427 99054032 CA -ENG SAM/GWH SEEN - 10408 FROM HD GA - 1 - - . r & TC LL 16.0 PSF 41,� TC DL 10.0 PSF 98 ww 8C DL 10.0 PSF ww Or SC LL . 0.0 PSF TOT.LD. DUR.FAC. 36.0 1.25 PSF SPACING 24.0" Scale -.375"JFt. REF R427--20872 DATE 02123198. DRW CAUSR427 99054032 CA -ENG SAM/GWH SEEN - 10408 FROM HD This safety alert symbol is uc-ed to attract your attention! PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° rltis the responsibilitvof the installer(builder. buildinacontr ctor. licensed contractor erector or erection contractor) to Property receive. unload, store. handle, install and hrace metal plate connected wood trusses �t life aad propertv. The installer must exercise the same high degree of safety awareness as with any other structural naterial. TPI does not intend these recommendations to be interpreted as superior ,o the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are EANGER: A DANGER designates a condition where - ailure to follow instructions or heed wam- ing wig most likely result in serious personal irjury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere 3ersonal injury or damage to structures. T.:IUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 20D Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a gudeforihe use of a qualified building designer orinstaller. Thus, the Truss Plate Irstitute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and nformation contained herein by building designers, installe rs, and others. Copyright D by Truss Plate Institute, Inc. All rights reserved. Ths document or any part -hereof must not )e reproduced in any form without written permission of the based upon the collective experience of leading technics. personnel in the wood publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erector orerection contractoris advised to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: All temporary bracing.should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed Ton -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE .':s CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. JACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 1AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do notbreak bandsuntil bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal po.3ition. WARNING: Do not lift bundled trtsses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and shouA be strictly prohibited.lik Frame 1 Up to 24' 3/12 Over 24' - 42' 3/12 Over 42' - 54' 3/12 Over 54' See a DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed tc the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB i i I Truss D th 17 12 10 6 2q �i/ess L X45° 12 —�3or e greater s/ All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater L Attachment Required WARNING: Failure tofollowthese recommendations could result in severe personal injury or damage to trusses or buildings. A ep D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 1' 2' 3' 4' 5' 6' 7' 8' 9' BOW L(in) L(In) 20W:.:.';.::,:L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) Lesser of U200 or 2" L(in}M 41200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2' 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed, on unbraced trusses. Frame 6 I WAR'VING: Do not attach cables, chains, or I hooka to the web members. lag Line �orgless or less Approximately Approximately \ Tag 1/] truss length 1i2 truss length \ Line Truss span3less than 30'. Litiii Spreader Bar Tee In Spreader Bar Toe n Apprcxintately 1/2 to Y3 truss length Less than or aqua) to 60' Appro;imately Less than or equal to 60' Toe In Tag Line 1AWARNINtG: Do not ift single trusses wits spans greater t.ian 30' by the peak. the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Sroegbadcr S ares ierE a Tag f Line Sttxtgbac k/ SpreadGrBar Approximately V3 to 3/4 truss length Greater than 60' Toe In At or above mid -height: L Approximately f ;'3 to 3/4 truss length Tag Tag �J Greater than 60' Line Line CAUTION: Temporary bracing shown in this summary sheet is adaagjate for the Installation of trus3es with similar configurations. Consult a registered professional engineer If a different bracing arraigement is desired. The engineer may design bracing ii accordance with TPI's Recommenced Design Specification for Temporary Bracing of metal Plate Connected Wood Trusses, DS8-89, and in some cases determine that a wider spacing is possible. Ttpical horizontal tie member with m ■hiple stakes (HT) Frame 2 _ DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals aielesse`ial for / stability and must be duplicated on —/ both ends of the truss system. \` WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 30° or greater 4x2 PARALLEL CHORD TRUSS TOP CHORD ` Continuous Top Chord Top chords that are laterally braced can buckle TOP CHORD togetherand cause collapse ifthere isno diago- Required TOP CHORp !DIAGONAL BRACE:; to the underside of the top chord when purlins MINIMUM LATERAL BRACE SPACING (DBS SPAN DEPTH SPACING(LB) #trusses 'SP/OF SP.F/HF.. Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals aielesse`ial for / stability and must be duplicated on —/ both ends of the truss system. \` WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 30° or greater 4x2 PARALLEL CHORD TRUSS TOP CHORD ` Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace togetherand cause collapse ifthere isno diago- Required nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 10' or Greater are attached to the topside of the top chord. I Attachment U 1y Required 3p, is T,uss (Oes) O.C. 31/2u Trusses must have lum- ber oriented in the hori- All lateral zontal direction to use braces lapped this brace spacing. at least two trusses. -450 End diagonals are essential for stability and must be duplicate. on both ends of the truss system. Frame 5 Top chords th1 ale Ibtera Ih traced can buckle Itogetherandcaus-xallapsaffE erolarodiago- nal bracing. Magonig bracios atho-ild me nailed to the undersWe e. Vee top dhod vher purlins are attached t� a the t rpaide 3: tae -op =hord. 12 —1 4 or greater =45aJ. over 32' - 48' 1 4/12 1 6' 1 10 7 Over 48' - 60' 4/12 5' 1 6 4 Over 60' See a registered professional engineer OF - uougias Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Ton Chnrd All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Gr( Attachm Requirec PITCHED TRUSS WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Frame 3 12 ----1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir - — All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. BOTTOM CHORD ., BOTTOM CHORD DIAGONAL BRACE; MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCHUN 11 SPAPIMAXB0. [# trusses] Up to 32 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 1 7 Over 48'- 60' 4/12 1 15' 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir - — All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. LONGFELLOW LUMBER CO. INC. � Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 o FAX (916) 893-0140 Job No: Address:�� AP#: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. Il Quality Truss Design • Roof & Floor Sy 89 Loren Avenue Chico, CA 95928-7434 (916)893-0112 • FAX (916)893-0140 (800)678-0112 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at th'e job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. " ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend that sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend that a sub - fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. 10 ' ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. 2 TCB:- GABLE END DETAIL SIRONGBACK ' (NAIL 10 LEDGER 12' O.C.) (BRACED AT 55' O.C.) �_ , LEDGER (NAIL 10 VERTICAL N/2-I0d NAILS) (K) SPACING FOR H3 = 56.0' O.C. REFER. TO SIMPSON CATALOG C -94H-1 FOR PRODUCT AITACH14ENT SPECIFICAIION (ATTACH A35 IN FI OIRECTICN (SI) (M) 2X4 F.L. OR H.F. 12 OR I-- / BTR STP.ONGBACK BRACE \SI )`•\ , \ (PI) PEAK RATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. (HI) HEEL PLATE 10 MATCH COMMON TRUSSES. (D) OPTION TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) IDENAILEO THRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (SI ) 6 (HI ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75HPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. %StRUNGBALK (/n) BRACED AT 55' O.C. (C) 1X4 CONT INLIGUS LATERAL BRACING FOR BRACE (STPONGBACK) MEMBER. LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH BRACE Y/2-Bd CCOMMON NAILS. 24' MAX GAEL i (HI) NOTE: CHORDS TO BE 2X4 FIR-LARCH'02 HIM. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH 2X4+ B-1-0 3X4• 13-6-0 OUTLOOKER CRITERIA 12' MIN 24' MAX 3.5' MAX. T'(P. NDTtH 0 24' D.C. 1.5' MAX. 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHOUT BRACING (H) MAX. LENGTH Y/ STP.ONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 ESS! EHE• 63091 (FIG 0��\ .O ' * TC LL TC DL BC DL BC LL T0T.L. 30.0 5.0 50.0 PSF PSF PSF PSF PSF REF DATE LO 31 94, ORW CDT 12 -ENG PBC:COIOECIOPS #I 7-9-0 15-6-0 11 L BETTER. 7-9-0 15-6-0 O O o OATRUSS G7 o c o 0 1� 1� 1� o NMIMPORTANTI(W "ELL � AtoaN3�E �aAR I`A111 DEVIATION ►ADN THIS DESIGN OP THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFOAHAICE WITH OSTEO BY IPI. ALPINE CONNECTORS APE wDE OF 20GA QALY. 01EEL MEETING ASIN A4A0 CA B EXCEPT AS IMIED. APPLY COHECTOPS I0 EACH FACE OF 1"S AIM UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PEP OPAWTICS 130. 130 C IOOA•F. DESIGN SIANDAPOS CON/TITIN N/APPLICAGLE PROVISION OF IMS E TPI. AN ENOItEER'S SEAL ON'THIS DRAMIIM APPLIES IO TIE CONYNNEIIT DEPICTED HERE IN ONLY. AND IN OIKR WARNIN6I�'�IX1ouIREEaee 1w �A: BRACING. SEE HIO -91 BY TPI. SEE THIS DESIG -FOR ADDITIONAL SPECIAL PEPNAIENT BRACING15.0p OUIREIIENIS. IAA.ESS OTHERWISE 11MICAIED. CHORD SHALL BE LATERALLY BRACED MIIH P LY AI/ADEO PLYWOOD s1EATHINM. BOTTOM CI IIIcV NII" PROPERLY AIIACIEO RIGID CEILING --No.C13845O ALP11E TECHNICAL UPDATE 11/1/011 f0R PR DPYNALL APPLICATION. ILXINISH A COPI OF IN 10 file SPECIFICAI 01 TOR M001H ICONS TNTC IION �. Sl�% ESS! EHE• 63091 (FIG 0��\ .O ' * TC LL TC DL BC DL BC LL T0T.L. 30.0 5.0 50.0 PSF PSF PSF PSF PSF REF DATE LO 31 94, ORW CDT 12 -ENG PBC:COIOECIOPS OUR.FAC•T.15 - [MISSLM�/E 11N51II11E.UNDI IMS ANY 1091 NATIONAL OCSIGOESIG" SPACING T—V ,n u.,enu a TT IQ' COMN1 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 0Y TRUSS EIFR. TOP CHORD 2x4 OF -L #1 BOT CHORD 20 OF -L 01 IREBS 20 DF -L Standard LATES DESIGNED FOR GREEK LUMBER PER NDS -91 TABLE 1.3.3. H LIEU OF RIGID SHEATHING: 124`HoRc.TOINEBRACED BY ADDITION. APRIGIDLCEILINGATTACKED OR 2X44PURLINS HSPACED F. IR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72' O.C. (UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W1.5X4 1110 4 r- W2.5X4 W2.SX4(Al) - N4X4 - CONNECTOR PLATES RUST BE INSTALLED IN ACCORDANCE NiTN inn REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE V179 TABLE 16 -8 -SPECIAL LOADS (1994 UBC). Wl M44- NIL. NAq � I12.W(Al) - i-1 Lr --2-6-0-j Lc -2-6-0-_.J 9-6-0 I 9-6-0 J. i J --19-0-0 Over 2 Supports I R-814 W-3.5" R-914 W -3.S' 518 Design Cr9t. a: TPI-' 'YAgIUiN•' iRVTSEl lOItlIRL T1TAfMC CALL 1H fAllICATIDA, HARDLINc SMPPtM. U3FALl CA" IRACINS. DETER TO RED -21 (0111"M 16FALLA10 ALD WAS". PaRL,aw Of TPC ETROSS PLATE I91STIT01t. SOS 0,MWID OR., 8A1fT M. MADISON. W 6=). FOR Was PAACMS PRIOR TO PERFORNIME TIM SUBILOIS. WUSS OTHERMI[T INDICATED. TOP CRS ML RATE fi OM1.T ATTAQNIO STdRTOHd PAVELS. BOTTCp CjM EMLE NAY[ A PRGKRLT ATTAONEO RIGIO WL [No. ,•II40tTN1T•• fORNIM A COPT Or TNIS O[Sti1 IS TNT I13TAWTIOL COPTAAtTOR. AM31N[ ILGIEESOD fR00DCIS. INC. SRALL NOT BE N IM �„ r�Mg li1N011NRnos s SNbf[NO 1.�imuLLERS ABLY BUILD TOE TNOSM$ IN �rmwua BRACEMO Or DUSUS. THIt DEStil COM 003 MYTH APPLICABL[ PROTISIOBS OF IOt ITlOE61310SPCa►icATTOH pftlSHM MT TRY AB[RICAB FOREST AND PAPER ASSOCIAII�) AD 91. AIPl, R! COTMLCTod All P t Of IOU ASTM AOS) OR40 CALM. 3,EEL. E10EPT AS 1DTIO. APPLY CORttaf%S TO EATS FACE OF TRW. AIN VnEss OTHERWISE %O1ATE0 0H THIS TWIG. POSITION CONNICTORS PQ ORARl10E 160 A•f. TNT SEAL 01 TM1S O1AW11O 11DtCATEt JaiPTANCI OF PlWI$$IOfAL [H1 tMEE11t6 RTSM l MtLFTV Vmlty FOR ENE TRK$ TOVONENT,0131" SMOMM. TIN[ lanaly ETT A1R i. OF 11 Et CNtrottNf TDE AMT rARItCULAR EMHWH 13 Tit LIS►OMSIR1LITf OF TM[ �O[►01M$ OtSIP1ER. FER .r.r.-. . .wu .fNlq f +8-0-0 CA - 1 - -j-/F Scale -.W/Ft- TC .25' Ft.TC LL 16.0 PSF REF 8427--20867 .98 C ER TC OL 10.0 PSF DATE 02/23/98 ton� 8C DL 10.0 PSF DRW CAYJSR427 48054030 .00 * BC LL 0.0 PSF CA-EN6 SAM/GWH TOT.LO. 36.0 PSF SEAN - 18272 OUR.FAC. 1.25 FROM t4D SPACI116 24.0" reerC .TAu»tnn - T2 19' SCISSI TOP CHORD 2x4 DF -L ¢1 BOT CHORD 2x4 DF -L 91 NEBS 2x4 0.1. Standard LATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. N LIEU OF RIGID SHEATHING: OP CHORD TO BE'BRACED BY PROPERLT ATTACHED PURLINS SPACED 1 24. O.C. IN ADDITION, A RIGID CEILING OR 20 #3 H.F. A BETTER CONTINUOUS LATERAL BRACING SPACED 72- O.C. HIST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4(Al) S ve TP1- W2.5X4 s 4 r - - —• 2 VI.5X4 Rt 144X4 THIS UNG PREPARED FROM COMPUTER INPDT (LOADS 8 OIIIENSIOHS) SUBHITIED BY TRUSS HFA. CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANUt WIln Ina REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949 AND £R-5352. W2.5X4 --, a W5X6 2 W1.5X4 M W4X4 (Al) =a T- a 42-6-0-j 9-6- -6-0— -1 19-0-0 Over 2 Supports R-814 N-3.5' R-814 N-3.5" 51R Design Criteria: TPI -95 "RARBUIC`• TIUSSES miQO)1[ EI►AIAt CAAt IN tAtR]CAT[ON, SAAD1 nt SU IPP IAO T(TM*SIN9 AND BMWO. rtFtR TO HN8•T1 fi&Valio USTELLINO AND BSAGILO), iV81tAIED By TPI (ESOPs £UTE I3STlyV t. its O'OrOF(O Olt.. SUITE 200, NAOIS011. ri S3719). FOR TAF[1Y pINCT[tES (1101 TO PISFONIIIN THESE F91Z1081. UnESS Oli&lSE 1D01CAEE0. TOP am wit 1MVE DIODESLY ATTACHED SIRKMu PAUL$. WPYOR -0 SHRL OIL A PIOPERLr ATTACH Room UILM. �p8'ORTAIIi�� FU,008 A COPT or rAU Mies ra TRE LRSTALUTIOt COY1RACTta. Atflri f8BIRCEREO "no TIP [st. SMELL NOT 01 IIESF5RS10L[ FDI AIT D{O1ATION POOR THIS WS11N; An IAriORE TD t"no TRI TOMES IR WmF%UWDCt VLTN IPI; Or FA2111CATW8. BANDLINO, ER1PP3110. INSTALLING NO SIAUK OF TUS w TIN: EATQAICANOiOAEST AID PAPM ASASSOCGWITH AtKtLMK Q[[m]EOF AND Tp1.�AALLVEM D[star ELLCB�WE OF TNM AM O 01 VUM OOTIaASTI �AMISStt,L To ON 1Xii US149 "S111411AS tomiYctO�NI �ii� TO ORAIIN/S 150 A•1. no: SEAL OR T13S OSIANS INDICATE: ACCEPTAWC Or "Wissloatt l/Il r[[rtrl RESPerftlntFr WMT FON TRE TAMCOBE DESjGm smogs. THE $91TASIt1TC AID OSE Or THIS TpoRLMr OR ANY ►ARTICULAR Otla01Rr It TR[ KSP=3trirlr Of n[ lrlt011s OL63trtt. PEN ...,.n, OT" srtT1AM P. .T-8-0-0 CAI -./I/- -I -/--/-F Scale -.25" Ft. TC LL16.0 PSF REF R427--20869 1!, TC OL 10.0 PSF DATE 02/23/98 sB 8C DL 10.0 PSF DRW CAUSR427 98054071 x$49 ao t * BC LL 0.0 PSF CA -EOG SAM/6WH SEAN - 18180 TOT.LD. OUR.FAC. SPACING 36.0 1.25 24.0' PSF FROH MD eA-MnU-rF R flERBIE JOHNSON - (SGE-1 T3 DTC SSE TOP CHORD 2x4 DF -L f1 BOT CHORD 20 DF -L #1&Bet. HERS 2x4 DF -L Standard 3NNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE .3.3. OT£: EXPECTED VERTICAL DEAD LOAD DEFLECTION 0.34 ED VERTICAL LIVE LOAD DEFLECTION - 0.37 0T£: THIS TRUSS IDESIGNED TO K EXCEED 10 PSF 10 ONE FACEOF SIDINGLOADNOTS AND TRUSS ONLY. IN LIEU OF RIGID SHEATRING: (OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED D 24" o.c. IN ADDITION, A RIGID CEILING OR 20 #3 N.F. DR RUSTS E£PROPE'RLYUOUS- LATERATTACHED TO THECING SPACED 0 72" O.C. 6 TTOH CHORD, awX8 R( THIS ONG PREPAREO FROM COMPOTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILINd SCHEDULE: (12d-box_na11r) TOP CHORD: 1 ROW 0 12' o.c. BOT CHORD: 1 ROW ® 12" O.c. WEBS : 1 RON 0 4. 0.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTIRG. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE BATH THE REQUIREMENTS OF I.C.S.O. RES£ABCH REPORT #2949 AND ER -5352. CALCULATED HORIZONTAL MOVEMENT OF 0.16 - DUE TO LIVE LOAD AND 0.17 " DUE TO DEAD LOAD. (K) 2x4 DF -L §1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 0 24'0c. THROUGHOUT PLUS HEEL PLATES AS SHONN. {K) W3X4ft -T 4 T-3 —2- 6 - 0--� �--2-6-9-6-0 0 _I 9-6-0 19-0-0 Over 2 Supports R-1254 W-3.5' R-125411-3.5' TPI -95 R iMpRIISSIALLING IM Desi n Criteriat TV] a: TPITRSS It- `MA8N111G'• IROSSES ND QUIRE LYIR[AH CARE IM FADHiCATEOt. NANDLINS. 381#11416, INSTALLING AND UISIITOtI strg DODNOfI010t 30ITLI00, BADISOIAY1194 3371S).►OratSSAFETY taACTICESOPAACRATO P41Rf4 RB180 THESE MCTtONS. ME$$ DINERN13E 110tCATED, TOP CHAD SDALI NATE fADPERLT ATTACRCO STRUCTURAL PANIts. IDITOR CHORD SBALL HAVE A VWULT ATTACHED tt61s CE111118. •IHPORTAIT ` fnAtaSR A COPT 0► TIIIi ICSEG! m IRL 1NSIAWTUM CONTRACTOR. ALPINE END)I[[IED P41(DDC6, INC. SMALL NPT It tT3fD8SIBlE EOl AIT DEIUTIAM 001 THIS DESIGI: ANC ►Aluht TO BDIII TBE rums, tI c01routmet VII, TPI: OR rARI1CRTINI. BAROLINI, Sx1PPEI0. ]I6TALL14 AIAt IRACIBR a TtESUS. TINS •ESIRI OOITOLNS VETO APPLICABLE PAOTISIONS OF 01 01ATtOD►L DESNNiII RICNFNCATIIN ►6ft1STEI Of TIE AKRICAI TIRES# AND PAPER ASSOCIATION) AND TPS. ALPIK EUNSECCTINS AH Fst�, AaIDAElIEfS D71EtWISE ►OCAAIEC DNETBIEXCEPT o US -1 S►OS" " to$ ►EPFAPKI jOAs 10 \\ . DRAVINLT ISnCAL O A-E. TBE SEAN O0 )HIS ORAVINB IITIICATES ACCfPTANtE OP PAs EL= LICLAW VS1 OF ENEINEERIRO ��� ios�POArt�NiliolTtTRS* 7►arttOLAfEiOIt 1Dlla isTITRUPON"11I�rt or Ai OVITLDLW OES[imm., PER Tait .«., r... .....t UP-" 7 -0-0-0 SCele-.jm-iru• REF R427--20872 DATE 02/23/98 DRW CAUSR427 99054032 CA -ENG SAN/GWH SEON - 10408 FROM HD GA 1 - r yB 41,� ;fig TC LL TC DL BC DL 16.0 PSF 10.0 PSF 10.0 PSF W01 * 8C LL 0.0 PSF 707. LD. 36.0 PSF DUR.FAC. 1.25 SPACENG 24.0' -0-0-0 SCele-.jm-iru• REF R427--20872 DATE 02/23/98 DRW CAUSR427 99054032 CA -ENG SAN/GWH SEON - 10408 FROM HD This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could' result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° "tis the responsibility of the installer (builder, building contractor, licensed contractor. =rector or erection contractor) topropedyreceive. unload, store, handle. install and .3race metal plate connected wood trusses to protect life and property. The installer nustexercise the same high degree of safety awareness as with any otherstructural material. TPI does not intend these recommendations to be interpreted as superior b the project Architect's or Engineer's design specification for handling, installing a nd bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal njury or death or damage to structures. AWARNING: A WARNING describes a condition whe re failure to follow instructions could result in TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but rnust, due to the nature of responsibilities involved, be presented as a c uide for the use of a qualified building designer or installer. Thus, tie Truss Plate nstitute, Inc. expressly disclaims any responsibility for damages arising from the usa, application or reliance on the recommendations and information containec herein by building designers, installers, and others. Copyright & by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must nor be ireproduced in any form without written permission of the publisher. Printed in :he United States of America. CAUTION: All temporary bracing should be no less thFn 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusse=s should be connected together in accor- dance with design drawings prior to installation. r�,;��TRUSS"STORAGE �_ CAUTION: Trusses should not be unloaded on rough terrain cr un- even surfaces waich could cause damage to the truss. JACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bendingand lessen moisture ain. braced to prevent toppling or tipping. 9 WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. 1AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are pk3ced in a stable horizontal position. FADANCED Walking on trusses which are lying flat is exL-en-ely dangerous and should be strictly prohibited. Frame 7 nr - nem-rlr srr - spruce-rine-rl Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB . I I Truss Dth 12 realer 11<6 e� All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater -45° Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ep I D(in) I I Lesser of D/50 or 2" 1/4 Maximum Plumb Misplacement Line 12" 1/4" 1' :CHORD 1/2" i TOP CHORD. DIAGONALBRACE 3' MINIMUM : LATERAL BRACE SPACING (DBS) . SPAN PITCH SPACING(LBS) [# trusses] 1-1/2" 6' 84" SP. DF .SPF HF. U to 24' 3/12 8' 17 12 Over 24'- 42' 1 3/12 1 7' 10 6 Over 42' - 54 1 3112 1 6' 6 4 Over 54' 1 See a registered professional engineer nr - nem-rlr srr - spruce-rine-rl Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB . I I Truss Dth 12 realer 11<6 e� All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater -45° Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ep I D(in) I I Lesser of D/50 or 2" 1/4 Maximum Plumb Misplacement Line 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' I T ±'/:' L(in) L(In) L/200 L(ft) 50" 11V 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) Lesser of L/200 or 2" L(in) U200 L(ft} 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1 i2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 WARNING. Do not attach caries, chains, or hooks to the Neb members. i E•0° � or less Tag Appro[imately Lines '/.truss length �j"6rP /o less ApproximatelyTag '/2 truss ° lengtl-,� Line Truss sans less than 30'. Spreader Far Toe In Toe In Less tnan orecuai to 60 - Spreader Bar tl Tag Lite 1AW.-.11MG: Dora: lift singletrusses with spans greata• I -an 30' ty the peak. the truss top chord with a closed-Ic attachment utilizing materials such slings, chains, cables, nylon strappi etc. of sufficient strength to carry weight of the truss. Each truss should set In proper position per the build designer's framing plan and held to the lifting device until the ends of truss are securely fastened and teml rary bracing is installed. —oe In Toe In Approximately 1/2 to Y3 trues length Less than or eceal to 60' Tag Line Tag Line Strong pack/ SpreaderBal Approximately_ Z/3 to 3/4 truss length Greater than 60' Str•-3rgbi Speeade At or above mid -Neigh: i f f�Approximately I =%3 to 3/4 truss length Lln�, �r Greater than 60' CAUTION: Temporary biLacing -shown in this summary sheet is aiequEte for the installation of Atresses with similar oonfigurafions. Consult a registered profess'anai encineer if a different bracing arar.gement s desired. The engineer may design bracirc r acc3:dance with TPI's Recommende:1 Design 3pecffration for Temporary Bracing of Nl a-`af Plate C,)nnected Wood Trusses, DSB-.39, and in ;ome cases determine that a wider spac=e 's posse ale GROUND ERAC'IIGtB'UILDItdG INTERIOR Frame 2 GROUND{BR,�C;I�I;� fBUI'LDING EXTERIOR;; Typical horizontal tie member with 4 multiple stakes (HT) ss of braces of trusses ' DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals afe-essq!ltial fo stability and must be duplicate both ends of the truss system. 20,(D Bs) 'A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- gal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. End diagonals are essential for stability and must be duplicateon both ends of the truss system. Frame 5 45° 30° or greater Continuous Top Chord —\ Lateral Brace Required 10° or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. T,OP CHORD TOP CHORD DIAGONAL BRACE s MINIMUM LATERAL _BRACE SPACING (DB� SPAN DEPTH SPACING(LBs) SP/DFM. SPF/H Fi.,. Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals afe-essq!ltial fo stability and must be duplicate both ends of the truss system. 20,(D Bs) 'A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- gal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. End diagonals are essential for stability and must be duplicateon both ends of the truss system. Frame 5 45° 30° or greater Continuous Top Chord —\ Lateral Brace Required 10° or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Tcpchorderthat .re laterally bra4od can buckle to-S.1herand cause collapse ItNimisnodiago- nal&racing: Dial anal bracirgafi=ld be nailed to :Fie unde,sideol the top cloome when purlins, ar. attaches to tae topside 4 We top chord. I Over 32' - 4V 4.12 6. 1 10 7 1 Over 48'-6W. 1 41,12 1 5' 1 6 Over 60' See a -egistered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF - +Ilerr-Fir SPF - Spruce -Pine -Fir Continuous Top Chord All 'iteral braces Lateral Brace LAe re,,l 1, 3t lapped at least 2 Required truE-es. 10" or Greater Attachment Required AWARNING: Failure to follow thes3 reconmendation = couic resultin se -.,ere personal injury or damage to trusses or buldingis. A DF - Douglas Fir -Larch SP - Southern Pine HF - H -m -Fir SPF - Spruce -Pine -Fir Contruous Top Chord IN. Lateral Braca Adf lateral braces N Req&.md lapped at least 2 trusses. 10" or G reatL-- Attac<rnen ReqWeed C ry C, A Ta -p chords that are laterally braced can buckle tagetherand cause collapse if there is no diago- Re. nd bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins =45 4 ar- attached to the topside of the top chord. Y ;SCISSORS Fame 3 CHORD ,x MINIMUM M U 10. U[- MIT J!*Y!N!YM TOP i I 1� UZ 11 1 PITCH EF,AU!IiBR .... ... ....... ............ . XQ , SPtiW F EREM.E SPACIIJ!3�(Uft . . . . . . . . . . S HF : PYDF%�:: 1.11[PF/ Up ic 28' 2.5 7' 17 12 Over 28' - 42' i 3.0 6'9 6 Ove, 42'- 3.0 5, 5 3 Ove, 60' See &.registered professional engineer El DF - Douglas Fir -Larch SP - Southern Pine HF - H -m -Fir SPF - Spruce -Pine -Fir Contruous Top Chord IN. Lateral Braca Adf lateral braces N Req&.md lapped at least 2 trusses. 10" or G reatL-- Attac<rnen ReqWeed C ry C, A Ta -p chords that are laterally braced can buckle tagetherand cause collapse if there is no diago- Re. nd bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins =45 4 ar- attached to the topside of the top chord. Y ;SCISSORS Fame 3 12 —1 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spaci tig as top chord diagonal bracing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir r 0 i All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 9 FAX (916) 893-0140 Job No: Address: AP#: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. It Quality Truss Design • Roof & Floor Sy 89 Loren Avenue Chico, CA 95928-7434 (916)893-0112 • FAX (916)893-0140 (800)678-0112 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend that sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend that a sub - fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. h JCB: GABLE END DETAIL SIRONGBACK (NAIL 10 LEDGER 12' O.C.) (BRACED AT 55' D.C.) BRACE A35 LEDGER (NAIL H3(K) 10 VERTICAL N/2 -10d NAILS) GABLE (K) SPACING FOR H3 = 56.0' O.C. REFER. TO SIPPSON CATALOG C-9414-1 FOR PRODUCT ATTACHMENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (SI ) (M) 2X4 F.L. OR H.F. /2 OR 11�- / BTR SIR ONGBACK BRACE I \SI )X\ . \ N, (PIT PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES, (HI) HEEL PLATE TO MATCH CWION TRUSSES. (0) OPTION TO WEB RATING: USE (3)-2' VIRE STAPLES (0.012 DIA./15 GA:) IDENAILEO THRU CHORD INTO WEB 6 1HRU WEB INTO CHORD ON ONE FACE FOR A 10TAL OF 6 STAPLES. (PI). (SI ) L (HI ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. %STRUNLOALK (AR) BRACED AT 55' D.C. (C) 1X4 CONTINUOUS LATERAL BRACING FOR_ BRACE (STP.ONGBACK 72'. ATTACH AT MI Y/2-Bd (COMMON NAI 24 (HI NOTE: CHORDS TO BE 2X4 FIR -LARCH A2 MIN. NOTE: THIS -DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH 2X4• 8-1-0 3X4• 13-6-0 OUTLOOKER CRITERIA 12' MIN 24' MAX 3.5' MAX. IYP. WI N IE 24' D.C. 1.5' MAX. 2X4 F.L. LUMBER GRADES MAX. LENGTH WITICUT BRACING ( fl) i� STANDARD 5 -II -0 II -10-0 ES ESSI �• 043845 [Ep. 63091 CIY1�. r� OQ� yc A r >o * \�. TC LL TC OL BC DL BC LL TOT. LD. 30.0 15.0 5.0 50.0 PSF PSF PSF PSF PSF REF DATE 10/31/94:; DFTN CDT 12 -ENG PBC 11 7-9-0 15-6-0 /1 L BETTER. 7-9-0 .. I (SI ) (M) 2X4 F.L. OR H.F. /2 OR 11�- / BTR SIR ONGBACK BRACE I \SI )X\ . \ N, (PIT PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES, (HI) HEEL PLATE TO MATCH CWION TRUSSES. (0) OPTION TO WEB RATING: USE (3)-2' VIRE STAPLES (0.012 DIA./15 GA:) IDENAILEO THRU CHORD INTO WEB 6 1HRU WEB INTO CHORD ON ONE FACE FOR A 10TAL OF 6 STAPLES. (PI). (SI ) L (HI ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. %STRUNLOALK (AR) BRACED AT 55' D.C. (C) 1X4 CONTINUOUS LATERAL BRACING FOR_ BRACE (STP.ONGBACK 72'. ATTACH AT MI Y/2-Bd (COMMON NAI 24 (HI NOTE: CHORDS TO BE 2X4 FIR -LARCH A2 MIN. NOTE: THIS -DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH 2X4• 8-1-0 3X4• 13-6-0 OUTLOOKER CRITERIA 12' MIN 24' MAX 3.5' MAX. IYP. WI N IE 24' D.C. 1.5' MAX. 2X4 F.L. LUMBER GRADES MAX. LENGTH WITICUT BRACING ( fl) MAX. LENGTH W/ STP.ONGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 ES ESSI �• 043845 [Ep. 63091 CIY1�. r� OQ� yc A r >o * \�. TC LL TC OL BC DL BC LL TOT. LD. 30.0 15.0 5.0 50.0 PSF PSF PSF PSF PSF REF DATE 10/31/94:; DFTN CDT 12 -ENG PBC 11 7-9-0 15-6-0 /1 L BETTER. 7-9-0 15-6-0 C=3 O O O C=3 O O OATRUSS OIN �� O o o C= t= o o o O )(m IMPORTANT mW"PI'E ENGINEERED PRODUCTS. INc. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO" THIS DESIGN OR HESE SPECIFICATIONS. OR ANY FAILURE -TO BUILD INE TRUSS IN CO/FORMAIICE MIT" OSTOO BY TPI. ALPINE CONNECTORS ARE NADE OF 70GA OALV. STEEL NEEIIND ASIN AAIB GR 0 EXCEPT AS IVIED. APPLY CONNECTORS 10 EACH FACE OF TRUSS AND UNLESS O1IERNISE LOCATED ON THIS DESIGN, POSITION CDIUECIORS PER OPAw11CS 170. ISO E 10CA-F. DESIGN STANDARDS COHFdRN M/APPLICABLE PPOVISIOHS OF TOS S IPI. AN E110IIEEP'S SEAL ON IVIS DRAMIIIO APPLIES TO TIE COMPONENT OEPICIEO HERE ONLY. AND SIULL 1101 BE PELTED UPON IN ANY OVER MAY. WARNINURMES REQUIRE MAINE CARE IN LING. ERECIICH AND NA110 BRACING. SEE HIO -01 BI TPI. SEE IVIS DES1G FOR ADDITIONAL SPECIAL PERMANENT BRACINO OUIREMENTS. UIESS OTIEPNISE INDICATED. CHORD SHALL BE LATERALLY BRACED Oil" P {A.N LY AIIACIED PLYWOOD STEMMING. 80110H Cl ■C V WITH PROPEPLY ATIACIED RIGID CEILING -- E ALPIIE IECINICAL UPOAIE I//1/011 FOR OPINALL APPLICATION. FURNISH A COPYOF IH DESIGN 10 111 TRUSS ERECTION CONIPICIDR, f sPECIFICAIION FOR wool) co"SInICtION ES ESSI �• 043845 [Ep. 63091 CIY1�. r� OQ� yc A r >o * \�. TC LL TC OL BC DL BC LL TOT. LD. 30.0 15.0 5.0 50.0 PSF PSF PSF PSF PSF REF DATE 10/31/94:; DFTN CDT 12 -ENG PBC OUR.FAC. 4.15 ._IPI - IRUss PIAIE 11gliRINE, 1415 - 1091 NATIONAL DESIGN SPACING (JOHNSO•MONTE d DEBBIE JOHNSON - T1 19' C0i42) TOP CHORD 2x4 DF -L #1 ' SOT CHORD 2x4 DF -L *1 REBS 2x4 OF -L Standard CV PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.9. 0 CL IN LIEU OF RIGID SHEATHING: TOP CHORD 70 BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ORN. 28ETTECEI ItCONTINUOUSD.C. IN ADDITILATERALIGID BRACINGLING SPACED @ 72OR 2x4*O.cF. C) C3, RUST BE PROPERLY ATTACHED TO THE BOT101i CHORO. e-7 W1.50,dol 4l— W2.5X4 - W2.5X4(A1) W4X4 - THIS DBG PREPARED FROM COMPUTER INPUT (LOADS 4 DIVERSIONS) SUBMITTED Of TRUSS UFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I•C.8.0. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE VITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). W1.5X4 # �4 N2.5X4a 112.5X4(Al) 9 T-1 X2 -6-0-j 4-2-6- � 9-6-0 I • 9-6-0 J 19-0-0 Over 2 Supports I R-814 W-3.5" R-814 W -3-S' 5 R Desi n Criteria: •YIVIIIIla!•+ iRO15C5 !$GUNK[ LlS2tM1 CIVIC 1R 1ARNICATIOR. HAEOLIRG. SH1 N[R0. tASTALI LAG AAO IILLgRB. 8[►p TO E16.91 (RAROL[PD lIaTALLI►L A10 ERM IM. POOumb 01 TPL (78055 PLATE ZEST Itlit, OR3 O'CC/G710 Ol.. 911Lt M. FADISOE, M1 657191• fOR SAFLTt Pjt1KT1C13 PRt00. W FINf11NtR1 TOESt 100101LDK1SS OTRERIOSE 1RDiCATEO. TOP CHORD SMI RAYL E0.O►DILT ATuntO '98 $TN970RAt ►MILLS, 90TTCM C/DFD EMACS RAYS A PROPLRLLT ATTA0IEO RIGID CULINB. ALPINE •IHPOlTMT•• I04R13H A CA►t1 0I THLS 0[fI DnUMoLran THIS DESIGN; ART FAILURE TO I0.6WCi1, INC. SRALL NOT RE RE mlEntP1MR 01 ►Al2KATIRI• NAIDLINB. SHI"010. INSTALL IRS AND &I TOE TRUSSES K t>uuwkva nACIHO CO 1205313. TIESDISFOR CS, CONFORMS :TTR APPLICABLE PROIISIGNI Of MIS 1:A1, OES[G9 SPLES"CAIIGR "KISEW ET W ANIFOIST AND PIKE ASI0CIAIIGN) Al! TPC. At11 N! CORRLCTONS AN[ HAK OF Ion ASTR AO61 0840 QALY. STLEL. [10EPi AS III A►►LT COMaf%$ T1 EACH FACE OF TROD. M0Nl[32 GiNI0.Y111 LotATE6 07 THIS 'A"". 10SITIGN CONNECTOR$ ►qIN ORI&ARWI ORStE1#0LLITY 30.11YTEE Slfit rn INS Il1i9ICORPORCNT 0CS1TS CUV310 1CATIES Al4 29M FTl EE SO[TA3ptiT0AlO OSL OFIiE I1 COHIOREt TOC ART FANI UM 101761// 33 TRI NLS►INSIDIL1TT OF TEE EOtLOlN2 lISKNEI• FO +1-0-0 CA/ -/11-1-1-/F Scale -.2S' Ft. TC LL 16.0 PSF REF 8427--20867 TC OL 10.0 PSF DATE 02/23/98 BC DL 10.0 PSF ORW CUSK427 98054030 BC LL 0.0 PSF CA -ENR SAM/GIdH TOT.LD. 36.0 PSF SEAN - 18172 OUR.FAC. 1.25 FROM MD SPACING 24.0" ALPINE ENGINEERED PROD Fax:916-387-1110 r ro MUM. IVU APR u'"i u A 93.13 VAR gel AIR -iVal r an �SN�• � C� a•� r= na so ST's-alp weastvamn sm rq "* -H--, M .j% a M M w o T w p t0 v m It e -4-- A . oo A o2 X �b C A Of A -amp 00 ►moi �1 r r r r- r z > v c a N G1 C7 � o rrr r ' rC r -ICA N X r4 ►+ O, p O O Of A C a O. N 3 N 0 0 O� , X O • -0 v v ro 'a ro O N V1 4n Vf Vf i ooMe -n N n O O 7e r > A c0 N -n a qp ►ri O A g '1 y n N 3 z rf W m n _ � O O m 1 O W w O V N N m b df p 0 I.- a to IM £ e -4-- A . oo A o2 X �b C A Of A -amp 00 m Nov N x vo 0 r+ A c a N 1 w o rrr r ' rC -ICA N X xa� s - -1- x �o d mA W 0+ C a O. N 3 -4mIP e m K , X O m m a O 3YQ1 Z N O i ooMe v�xI- y r > A c0 N a qp ►ri N n N W W _ � O O N b df p 0 I.- a x 1 oQf L £ e -4-- A . oo A o2 X �b C A -amp 00 m Nov Of'� -4 x vo 0 A c evv N 1 q p7oN o rrr r ' rC -ICA c X xa� s - -1- x d mA W 0+ C a O. orad 3 -4mIP e m K X m m Cn X A 'ro B I IV £ N :PC A A Feb 24 '98 14:01 P.03 e -4-- � . oo A o2 y. �b C -amp 00 m Nov Of'� -4 x vo 0 aNc _ c evv rsmamv n -n"% a q p7oN o rrr r ' rC -ICA c 0a 1 xa� s - -1- m d mA W 0+ C a O. orad 3 -4mIP e m M m -pi axim. > a 3YQ1 Z N iq'l ooMe v�xI- y r > A c0 M a qp ►ri n N W W _ � O (JOHHSO-MOHTE & DEBBIE JOHNSON (SGE] T3 OTC SGE TOP CHORD 2x4 DF -IL #1 BOT CHORD 2x4 OF -IL #16Bet. WEBS 20 DF -L Standard v CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER ROS -91 TABLE 7.3.3. 2 NOT£: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.34 ". ION -037 " o p v 5",N 12 0 ti rn H Lr) 6 z H 0.1 cr EXPECTED VERTICAL LIVE LOAD DEFLECT OTE: TRUSS EXCEED 10 PORT SF " THIS PSF TOONEUFACEKOFS AND TRUSS ONLY. N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED s 24" o.c. IN ADDITION, A RIGID CEILING OR 20 #3 H.F. 4USTE EEPROPIERLYUATTA ATTACHED THECI NG SPACED 0% 72" o.c O TTOH CHORD.; W3X4� r- 113X6� 3 2 W1.5X4 6 -O-4/ W3X6� W3X6� TOTS ONG PREPARED FROM CONPUTETt INPUT (LOADS 5 DIHERSIOHS) SUBMITTED BY TRUSS NFR. 2 Complete Trusses RequiredE� NAILINd SCHEDULE: (124-box_na11c) TOP CHORD: 1 ROW 0 12" 0 -c - BOT CHORD: 1 ROW 0 12" o.C. WEBS : 1 ROH 0 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER HAILS IN EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE U17H THE REQUIREMENTS OF i.C.8.0. RESEARCH REPORT 02949 AND ER -5352. CALCULATED HORIZONTAL MOVEMENT OF 0.18 ' DUE TO LIVE LOAD AND 0.17 " DUE TO DEAD LOAD. (X) KITH 214 ALPINE LPLATES �ATTACH HPCHORD 0 21c. THROUGHOUTPLUSNEEL PLATES AS SHOWN, W4 X8 1U K) W3X4 a —14 W3X6 413X6 WA6X6 ' W1.SX4 M 2 ` WU64 0-0-4 *a-0-0 �--2 - 6 - O—� --•2-6-9-6-0 I 9-6-0 19-0-0 Over 2 Supports R-1254 W-3.5' R-1254 W-3.5' ve TPI -9518 _ fa: TPI- `MAEIIHO•` IRDS=u D9 [T BRUNI. art& TO 018wWuu01«AD6iitEODY rl ENSTIT111. $B$ D'OIOFIO (A.. SUM X00. DA"SON. Y) Sint . TOR SAF[TT 1RACT[C[S FROM TD PERFORIIHF TOES[ 100100. ME$$ DTH[RIILS[ INDICATED. TOP CHORD MLL RATE PROPERLY ATTACRED MUTURAL PADTtS. 607TOR CHORD SHALL HATE A KWULT ATTACHED RMID CER111. POAIAST FORMS% A COPT or THIS OESIGW to Ta INSTALLATION tonACTOR. ALPINE 11118191110 -IN PDCMIAocn, M. SHALL rot 6E 11314111W Fol All 61Y1ATIm 19011 TSI$ DESIGN; ANT FAILURE 10 BDIL1 THE %Vbb S IR c1lroUdat YI1H Ttf. 01 FNIICATIR6. NASILW1 SOFPPIIO. 1NtTALLtllO AND IRAC111 N► TNNSiEf. FOS otsju 4ORIOINS WITH APPUCAIL[ PAOT)SIONS OF IDS tNTIORAI CES181 SP[CIFICATINR PMISTE6 IT TF[ A ED,CAN FINEST An PAPER ASSOCIATION) AND• 191. ALPIK C411IFTCAS ATE NAPE OF FOO, ARTS Alt) cRAO "LT. STEEL. EXCEPT AS NOTED- APPLY CORMFOSS To [AIS FACE OF IROSS. ALAI 1111133, 6TRt&SISE MATTO ON THIS DfUM POSITION tIUMTOIS ►E1 At a IIsAwINIS EfPOD OIL11T SOLELY X04 lRl TM f$tlCCOaDN[ST DONAVINO [S10R sHLAnICATES aP T>ftT MTARLLITT AID M OfEINN COHPRa , rOR ANY rAAftcgIAj 601101[6 IS THE RESPOIW HINT or TIE BUILDIIIO OES[o1[6, PER „..........••9 urn" I CAI-111-1-l'Ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF 9C LL . 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale -.375"1Ft. REF R427--20872 DATE 02123/98 DRW CAUSR427 90054032 CA -ENG SAN/GWH SEAN - 10408 FROM HD BG2 2'0" 4'0" CERTIFICATE OF COMPLIANCE: Residential Project Title: JOHNSON Run: 286 16 -Feb -98 Project Address: JOHNSON CLAN RD, 2ND LEVEL ADDITION GRIDLEY Building Title: HOUSE ADDITION Building Permit # Document Author: SCOTT JACKSON Telephone: Plan Check / Date Compliance Method: CALRES2 1.31a Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 656 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 270 deg (West) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembly Type --------------- R -value -------- U -value -------- Location/Comments ---------------------------------------- Door 0 0.330 Unconditioned / LANDING Wall 19 0.065 \ Outside Wall 15 0.081 Unconditioned Wall 19 0.065 Unconditioned Floor 38 0.009 Crawlspace Ceiling 49 0.019 Attic FENESTRATION Area, U- Interior Exterior Overhang Frame Orientation ----------------- (ft2) ----- value Panes ----- ----- Shading Shading ---------- ---------- and Fins Type Window West 40.2 0.870 2 Std Drape Bug Screen -------- Overhang -------- WdDr/Div Window South 20.1 0.870 2 OpWht Roll Bug Screen Overhang WdDr/Div Window South 20.0 0.870 2 OpWht Roll Bug Screen Overhang Metal Window North 16.5 0.870 2 OpWht Roll Bug Screen Overhang Metal Window East 3.8 0.870 2 Std Drape Bug Screen Overhang Vinyl Window East 8.0 0.870 2 OpWht Roll Bug Screen Overhang Metal Skylight 4.0 0.870 2 None None None Metal THERMAL MASS Area Thick Type Exposed? ----------------- (ft2) ----- (in) ----- Location/Comments ------------------ --------------------- None HVAC SYSTEMS Duct Location Type -------------------------- Efficiency ---------- and R -value ------------- Furnace 0.78 AFUE Attic R-4.2 Air Gond. -- central split 10.00 SEER Attic R-4.2 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- JOHNSON Run: 286 16 -Feb -98 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor (gal) R-val Standard—Gas Standard StandardGas Storage gas 1 ------ 0.53 ------ 50 ----- 0 WATER HEATING SYSTEMS MISC HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None i SPECIAL FEATURES, REMARKS, AND NOTES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading Solar savings Solar system Wood stove Wood stove System Name ------------ fraction ------------- type ------------ boiler? boiler pump? ----------------------- Standard Gas -- -- No No WATER HEATER/BOILER DETAILS .Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ------------ StandardGas ---------- ---- 76% ------- -- 36.00 -------------- ------ -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None i SPECIAL FEATURES, REMARKS, AND NOTES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: JOHNSON Run: 286 16 -Feb -98 DESIGNER OR OWNER SCOTT JACKSON EVERGREEN DEVELOPMENT 389 A CONNORS CT CHICO, CA,95926 530-894-5590 Certif icat ' n # Signed fate ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R ---o=--- ----------------------------------------------------------------------- Project Title: JOHNSON Run: 286 16 -Feb -98 Project Address: JOHNSON CLAN RD, 2ND LEVEL ADDITION GRIDLEY. Building Title: HOUSE ADDITION Building Permit # Document Author: SCOTT JACKSON Telephone: Plan Check / Date Compliance Method: CALRES2 1.31a Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 14.85 Space Cooling 18.34 Water Heating 26.19 Total Wall 59.38 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 15.79 13.86 29.43 -------- Complies 59.08 Yes 656 ft2 SFD Single Family Detached 270 deg (West) 1.00 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 5248 ft3 Conditioned Footprint Area: 656 ft2 Ground Floor Area: 656 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Thermostat Name (ft2) ( ft3 ) Type Type ------------ ------- -------- ------------- ------------ HOUSE 656 5248 Conditioned CEC Standard OPAQUE SURFACES Surface Area Type ---------- ------ (ft2) Zone = HOUSE 2868 Door 18.1 Wall 273.8 Wall 183.9 Wall 236.2 Wall 53.9 Wall 32.0 Wall 175.5 Floor 612.0 Ceiling 608.0 Vent Vent Height Area (ft) (ft2) 2'0" 8.5 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- --- --- --- ------------ -------------------------- 0.330 0 90 90 -No 2868 Unconditioned / LANDING 0.065 19 270 90 Yes W19.2x6.16 Outside 0.065 19 180 90 Yes W19.2x6.16 Outside 0A65 .19 90 90 Yes W19.2x6.16 Outside 0.081 15 90 90 No W15.2x4.16 Unconditioned 0.065 19 0 90 No W19.2x6.16 Unconditioned 0.065 19 0 90 Yes W19.2x6.16 Outside 0.009 38 -- 180 No FC38.2X12.16 Crawlspace 0.019 49 -- 0 Yes 849.2x4.16 Attic COMPUTEN METHOD SUMMARY Page 2 C -2R Project Title: JOHNSON Run: 286 16 -Feb -98 PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments None FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (02) Azm Tlt Type Type Name Comments Zone = HOUSE ----- --- --- --------------- ------------ ---------------- FG1 Wind 20.1 270 90 Fixed WdDr/Div CEC Db1StD FG2 Wind 20.1 270 90 fixed WdDr/Div CECDb1StD RG1 Wind 20.1 180 90 Hinged WdDr/Div DBL-_OPQ-WHT RG2 Wind 8.0 180 90 Slider Metal DBL-OPQ-WHT RG3 Wind 12.0 180 90 Slider Metal DBL-OPQ-WHT LG1 Wind 4.5 0 90 Slider Metal DBL-OPQ-WHT 1/2 ROUND LG2 Wind 12.0 0 90 Slider Metal DBL-OPQ-WHT BG1 Wind 3.8 90 90 Fixed Vinyl CECDb1StD BG2 Wind 8.0 90 90 Slider Metal DBL-_OPQ-WHT SKYLITE Skyl 4.0 -- 0 Fixed Metal SKYLT GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC GIs Interior SC Int Exterior SC Ext Name ------------ Type --------- Panes ----- value ----- Only Shade ---------------- Type Shade ------ Shade Type ---------- Shade ------ CECDb1StD Clear 2 0.870 0.880 Std Drape 0.780 Bug Screen 0.870 DBL-_OPQ-WHT Clear 2 0.870 0.420 OpWht Roll 0.400 Bug Screen 0.870 SKYLT Tinted 2 0.870 0.880 None 1.000 None 1.000 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ FG1 ------ 618" ------ ------ 3'04 810" ------------------ 1'4" --------- 910" 11'0" FG2 618" 3'0" 8'0" 1'4" 12'0" 81 0" RG1 618" 3'0" 2'0" 1'4" 20'6" 1716" RG2 410" 2'0" 210" 1'4" 31'6" 716" RG3 410" 3'0" 210" 1'4" 14'0" 24'0" LG1 1'6" 310" 210" 114" 410" 24'0" LG2 410" 3'0" 210" 1'4" 13'6" 14'6" BG1 1'6" 2'6" 110" 1'4" 12'6" 17'0" BG2 2'0" 4'0" 110" 114" 25'0" 3'0" COMPUTER METHOD SUMMARY Water Page 3 C -2R Project Title: JOHNSON Volume Run: 286 16 -Feb -98 FINS -------------------------- Left Fin Right Fin Fenestration Exten -------------------------- Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth ------------ ------ ------ ------ Height glzng ------ ----- glzing Depth Height ------ ------ ------ glzng glzing None ----- ------ THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = HOUSE GasFurn.78 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS. Distrib Water Water # of Energy Volume Wrap System Name Type --------------------- Heater Name Heater Type Htrs Factor (gal) R-val Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 50 ----- 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ---------------------------------=-------------------------- Standard—Gas -- -- No No COMPUTER METHOD SUMMARY Page 4, C -2R Project Title: JOHNSON Run: 286 16 -Feb -98 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES None I I'll i BG2 210" 4'0" CERTIFICATE OF COMPLIANCE: Residential Project Title.: JOHNSON Run: 286 16 -Feb -98 Project Address: JOHNSON CLAN RD, 2ND LEVEL.ADDITION GRIDLE`i' Building Title: HOUSE ADDITION Building Permit n Document .Author: SCOTT JACKSON Telephone: Plan Check / Date Compliance Method: CALP,ES2 1.31a Field Check / Date Climate Zone: ].1 GENERAL INFORMATION Conditioner) t?].or,r Area: Building 'Type: Building Front Orientation Number of Dwelling Units: Floor CQI)StrL7Ct:.ion Type: BUILDING SHELL INSULATION SFD Single Family Detached 270 deg (West-) J.. 00 Raised f loor Component Insul. Assr•mb.ly Type --------------- R -value U -value Location/Comments Door -------- 0 -------- 0.330 ---------------------------------------- Unr_onJit.ioned / LANDING Wa1.l 19 0.065 Oui:.s.i.d.F:; Wall 1.5 0.081 Uncondi_t.ioned Wall. :.1.9 0.065 Unc.onditione d Floor 38 0.009 Crawlspar_.e Ceiling 49 0.019 Attic) FENESTRATION Area U- Interior Exterior Overhang Frame Orientation ----------------- (ft2) ----- va1.u.e Pane. s SIla(A.in Shading and Fins Type Window Wcest 40.2 ----- ----- 0. 870 ? ---------- Std Drapc-- ---------- Bug Screen -------- Overhang -------- WdDr/ 'Div Window South 20.1 0.870 2 OpWht Roll Bug Screen Overhang WdDr/Div Window South 20.0 0.870 ? OpWht Roll Bug Screen Overhang Metal Window North 16.5 0.870 2 OpWht Roll Bucl Screen Overhang Metal Window East 3.8 0.370 _ Std Drape Bug Screen Overhang Vinyl Window East 8.0 0.870 2 OpWht Roll Bug Screen Overhang Metal Skylight 4.0 0.870 2 None None None Metal THERMAL MASS Area Thick Typr2 Es posed? (ft-')) ----------------- ----- (in) ----- Loc-at.i.on/Comments ---------------------------------------- None HVAC SYSTEMS Duct Location Type EfficaFncy a.nd R -value -------------------------- ---------- ------------- Furnace-_: 0.7k':) AFUC At_t.i.(-_ R-4.2 Air Gond. -- central split 10.00 SEER Attic r-4.2 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title.: JOHNSON Name --------- Run: 286 16 -Feb -98 WATER HEATING SYSTEMS Distrib System Name Type Water Heater Wat;e.r n of Energy Volume Wrap Name --------- Heater Type-- Htr•s Factor (gal) R-val Standard—Gas Standard St.andardGas --------------- Storage gas ---- 1. ------------ 0.53 50 ----- 0 WATER HEATING SYSTEMS IHISC Solar• savings Solar system Woad stove Wood stove Syst:cm Name- fract.i.011 type bo:i.lc-ar' boiler pump? ---------------------- ------------- Standard_ Gas -- -- Na N WATER I]EATER/BOILEP% DETAILS Rated Pilot Water F:e.Cnv;�a:y .1nput:. Standby '(ank Light Heater Name Efficiency AFUE (kBtuh) Lass R -value (Btuh) -- ___ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Tv) --)e Numhc:r --- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pi -pe Insul Insul run (ft.) diam (in ) thcic (in) R -value -------- --------- --------- ------- COMPLIANCE STATEMENT This certificate Of compliance lists the building features and performance specifications nee.dc_-d r_�u c.c;mply w.it.l-c the Energy St.andar'ds in Title 24, Parts 1 and h, of the C._cl.:i.fc.�rni_�_, Code' r,f Regulations, and the .Administrative regulations to implement them. Th_i_s certific- attc' h,:as been signed by t..lae individual with overall design responsibility. Whrrn this certificate of compliance is submitted f:o:r a single 1_,ui ].d:i.ncI p.1 --in to be built in rnia.l.ti.p] � Orientations, any shading feature that is varied is indicated in tle- Special Features, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: JOHNSON Run: 286 16 -Feb -98 ----------------------------------- DESIGNER OR OWNER SCOTT JACKSON EVERGREEN DEVEI.,OPMC;NT 389 A CONNORS CT CHICO, CA,9592'6 530-894-5590 Certif c,zt. n Signed ---� -U & t e ENFORCEMENT AGENCY. Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON Signe-, Date COMPUTER METHOD SUMMARY Page 1. C -2R Project Title: JOHNSON Rijn: 286 .16 -Feb -98 Project Address: J'OIiNS0N' CLAN R, D, 2ND LEVEL ADDITION GRI DLEY Building Title:, HOUSE ADDITION Building Permit n Document Author: SCOTT J'ACESON _ Telephone: Plan Cher_It / Date. Compliance method: CALRES2 1.31a Field Check / Date Climate Zone: ENERGY USE SUMMARY (kBtu/.ft2-yr) Energy Use: Stancla.rd Design --------------- --------------- Space Iieati-ng 14 . F35 Space Cooling 18.34 Water Heating 26.1.9 `.Total 59.38 GENERAL INLORMATION P:r.'cr��osc.d Design --------------- 15.79 13.86 `?9.43 -- - - - - -- Complies 59.08 Yes Conditioned Floor A:rr_a: 656 ft2 Building Type: SCD Single Family Detached Building Front Orientation: 270 deg (Wei st) Number of Dwelling Units: 1.00 Number of Stories: 1. Floor Construction Type: Raised floor Number of Conditioned Zones: 1. Total Conditioned Volume: 5248 ft3 Conditioned Footprint Area: 656 ft2 Ground Floor Area: 656 ft2 BUILDING ZONE INFOR01AT1ON Floor Zone Area \ Ol iirne The.rmosta't:. Name (ft2) (.ft3) 'TV1pe I'YNe --------------`------------------------------------- HOUSE 656 524S Conditioned CEC_Standard OPAQUE SURFACES surface Area Type (ft2 ) Zone = HOUSE _868 Door 18.1 Wall 273.8 Wall 183.9 Wa..1.1 236.2 (•loll 53.9 Wall 32.0 Wali 175.5- 75.5F1..00r F 1. C)o 1: 61.2 . C Cei 1 incI 608.(: Vent Vent EIeight Area (ft) (ft2) 210" 8.5 U- Ins 1. Tris S.lr Construct:i_on. value hva.l. A.zm Tit Gns Type Location/Comments ----- ---- --- --- --- ------------ -------------------------- 0.330 0 90 90 No _868 Unconditioned / LANDIiNG 0.065 19 270 90 Yes W19.2x6.16 Outside 0.065 :19 1-80 90 Yes W19.2x6.16 Oc:?tside 0.06; .19 90 90 Yes W19.2x6.16 Outside 0.01011 15 90 90 No W15.2x4.16 Unconditioned 0.065 1.9 0 90 NO W19.2x6.16 Unconditioned 0.065 19 0 90 Yes W19.2x6.16 Outside 0.009 3S -- 1S0 No FC3S.2X12.16 Craw1.spac.:e 0.019 49 -- 0 Yes R49. 2x4.16 Attic UOMPUTER METHOD SUMMARY ('Nile_ 2 C -2R Project Title: JOHNSON Rion: 286 16 -Feb -98 PERIMETER LOSSES Perimeter Type None Insu.l Length L'2 11-1sul D(---I?th (ft) Factor R-va.i. (in) Location/Comments -------- ------ ----- ------ ---------------------------------- FENESTRATION SURFACES GLAZING CHARACTERISTICS Glazing Charactr Glazing rt of U - Name Type Panes Glazing Fenestration --------- Clear Area Tru DBL-OPQ-WI-IT Open France Cha.ractr Name -------------- Type - - - - (.f t2) ----- Azm --- Tlt --- Type - - - - - -- Tyle -- - - - - -- Name Comments ------ - -- - -- ---------------- Zone = HOUSE 2'0" 410" 1 01. 4" 20' FG1 Wind 20.1 270 90 Fised WdDr/Div CEC_Db1StD FG2 Wind 20.1 270 90 Fix(!d WdDr/Div CEC_Dbl.StD RGI Wind 20.1 180 90 Hinged WdD.r/Div DBL-OPQ-WHT RG -2 Wird 8.0 180 90 S1.i.de.I Meta.1 DB1.,-OPQ-I 1711' RG3 Wind 12.0 110 90 Slider• I•letaI DBL-OPQ-WHT LG1 Wind 4.5 0 90 SI id.e.i: mc:"t.a ] Df3L-OPQ-WI-IT 1/2 BOUND LG2 Wind. 12.0 0 90 Slider Heta.1. DBL-O['Q1-tv[-IT BG1 Win,]. 3.8 90 90 fixed Vinyl CEC Dh7.St l) BG2 Wand 8.0 90 90 S1. it:lei.- Met a1 1)B11-c)PQ-Wl-1'.l' SKYLITE Sky 1. 4.0 -- 0 F:ixc ci Mc.i'.aI ShYLIP GLAZING CHARACTERISTICS Glazing Charactr Glazing rt of U - Name Type Panes value ------------ CEC_Db1StD --------- Clear ----- 2 ----- 0.870 DBL-OPQ-WI-IT Clear 2 0.870 SKYLT Tinted 2 0.870 OVERHANGS Fenestration Name Hei-g):,c Width FG1 6'8" 310" CG'.) 61E" 3'0" RGI 6'8" '_'o" RG2 4'O" 2'U" RG3 410" i' 1111 LG1 116" 9' LG2 4'0" 310" BG1 1.16" 216" BG2 2'0" 410" SC GIs Interior SC Int Or,.ly Shad( ---i Type Sll,,de ---------------- ------ 0 . t180 Stc_lU . 78,0 0.420 OpWhl- Boll 0.400 0 . <;80 None 1 . 000 Exterior- SC Ext Shade Type: Shade. ---------- ------ Bug Sc.t: c' -,en 0 . 870 Bug Screen 0.870 Nr;rif 1.000 A[-.)-;ve Left Right D,• -lath Glazing Extens:i_on --------- Extension --------- ------ 8' O" --------- 1' 4" 9' 0'1 r.1-' O" },(�,. 114.. 72'(11. O,O., 1 01. 4" 20' 6" 7 7' Ci" „Olt11 1„ 07 , 611 716" 1 Olt 1'4E" 141011 24`O. 2'0" 1 1 4" 41 O" 241 0., 2I 0" 1 7 14" 316 13 ' 6 1416..1 Ito,, 1.' 4" .1 2' 611 17' O" 1..' 0" 1 ' 4" 251019 `I ` o" ZOMPUTER METHOD SUMMARY Page 3 C -2R Project Title: JOHNSON'" Run: 2 Ali Ci 16-I'e1)-9 • FINS Left. Fin Right Fin Fenestration Bxte.n Di - s -L Exten Dist -------------------------- Fin Fin above to Cin Fin above to Vame Height Width Depth Height: glzng gl.zing DeFrth Height- glzng glzin.g ------------ ------ ------ ------ ------ ------------ ------ ------ ----- ------ gone CHERMAL MASS Vol Cc>nct- Ar.Fca Thc.k Haat duct- Connstructi_on Insd Mass Name (f t2) (in) Cary ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- +lone 30LAR GAIN DISTRIBUTION 7enestrati.on Jame ------------ Jane ]VAC SYSTEMS System Name -------------- gone = HOUSE GasFurn.7E ACspl it1.0 Winter Summer Tar--Zletted Fraction Fraction Thermal Mass Comments ----------------- Duct Location System Type Eff:i_ciency and is -value Furnace 0.78 AI?UF At i_c R-4 . 2 Ai -r. cond. -- centra 1. split 10.00 SLI:;I; Att :i. r: R-4 .2 dATER HEATING SYSTEMS Distrib Water Water tt of Energy Volume Wrap 'ystem Name Type ------------------- Heater.- Name Heater Ty)i)e 1-1t.rS Factor (etal.) R-val >tandard_Gas Standard ------------ StandardGas ----------------- Storage_ g,cs ---- ------------ 1 0.5' 50 ----- U DATER HEATING SYSTEMS MISC Solar- savings 6ystem Name .frraction 'tandard Gas -- Solar system Wood stove tyi_'e boiler-,' -- No Wood stave ------------- Nu COMPUTER METHOD SUMMARY Page 4 C -2R P.r.-oject. 'Title--_: JOHNSON Run: 286 1_6 -Feb -98 LAVA L`B�R HEATER/1sr�I LF P DE'T'AILS Water R, _rc,ovC..•i:.y e Heater Nart'iEffir_�i.,(_:y AEUE StandzrdGas 760 -- Rated pilot :(I'lv lt. St.an(.11)), Tank LJ. clht ( kBtt-11-1 Loss R-vaILle (Btuh 3)6.00 -- -- HYDRONI.0 D.ISTIRIBUTION AND 'VERMINALS Pipe P.i.pe Insul Instil Systr_rn I'Vj: ,Cs Number 1:111-1 (.L l:)am ( :i. n) t hek ( :i.n) R -value --------------------------- ----------------------- None SPECIAL CEATURES, REMARKS, AND NOTES Norre RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: JOhV160YI VaM t' 1rtieE BUILDINGPERMITNUMBER: S ' OZ& Z PLAN CHECKER: _J� A.P. NUMBER: GENERAL: Zon. irements: (side yards and number of permitted living units). aluation. dew Vje, rGv i»ons 1 a'e r 1 YC (k� fined by designer. 1 �Y Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �i Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yards, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). 7. F.A.U. & F.A.S. road setback. 8. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. ,2 Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). ,4! Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). .� Required room sizes, ceiling heights (Section 310.6). X G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 181- Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A"' Location of water heaters, heating and cooling equipment, other electrical or gas equipment. ,W"' Garage firewall, door size and closer (Section 302.4). ,ld ' Minimum of one 3'0" exterior door (Section 1004.6). ,4e Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). ,3!" Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. 11 Garage door and/or porch header sizes. Stud heights. ,j4' Adobe soils - special foundation design. JA-'*' Retaining walls requiring design. Special Inspection requirements. 16. Header size. June 1997 3.2 SCELLANEOUS ITEMS TO LO UT FOR: • Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 2. Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior.plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section.1501). `, s .i• ' ; ;; . s , - -Roof covering type - (fire hazard). iT Foam insulation' -protection,, , 1 36" halls and stairways r Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. �. Two exits on three - story, dwellings (Section 1003). 11. Underfloor access and ventilatioir(Section 2317.7). ' ® Attic access and ventilation (Section 1505). J Combustion air for fuel burning appliances - L.P.G. requirements. ^� JsY Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. Automatic Fire Sprinkler. Systems (Section 310.10) For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers F June 1997 3.2 w PERMIT NO. 3562-88B, P, E, m PERMIT EXPIRES OWNER CHALMERS JOHNSON CONTR. 24-20-44 s ASSESSOR PARCEL Richard Carter Const LOCATION 24-20-44 446 Hopkins Rd, Gridley yx �y div. t ►� � r 1 ;r i 4 e � d 1�+ Temp. Power Pole Called PG&E Temp. Elec. Service S Called PG&E t t Temp. Gas Service 1 Called PG&E JOB FINALED (Date) Signature = OK 0=Not OK ' = Nof Ready-- MOBILE HOMES , 1 MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK exciept #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements-Setback5vEasements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings;'Soils-Size-Depth-Spacing-Connectors-Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / •/"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -131 Date 10. Roof; Shthg-Roofing Card -131 Date Card -61 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -81 Date Card -61 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -61 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main in Conduit Card -131 Date Card -B1 Date Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card7B1 Date Card -B1 Date Card -B1 Date Card -81 Date =OK 4 0=Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR (Plans) OK except #'s /moi fl MOZqpifig-Setbacks-Easements-Flood-Slope / F ain; S26-Steel-Elec. Grnd.-/J- -/" Ftg. Depth Ftg Is -Steel-/ /" Ftg. Depth 4. Ftg., Por hes & Decks; Soils -Steel-/ /"Ftg. Depth t f -i O ✓S Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel -Blockouts-Wrapped Slab; Steel -Wrapped . Pie.Fs-Fireplace Ftg.-feel 11--19 .W.V.; F - itti s -T way C/O -Sew est 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. enums & Ducts; Clearance- Material -Sup prt-Ins. kK Gird s -Si I Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -Bl Date]) -IJ Card -81 Date Card -131 Date and -B1 Date Date)PLUMBING (Permit) OK except #'s 6. Water Ht. Vent -Access -Combustion Air -Baffle yYl. Water Pipe; Test & Anchors -Nail Protection W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -81 Dat /0l- and -81 Date Card -B1 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22 fixture & Transformer Clearance -Ins. Protection 3. Elec. Receptacles Spacing -Lights & Switches at Doors 24 Size Boxes & No. of Conductors -Stapled. omex Installed Close to Edge of Studs & C.J. 6. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 7. 2 A pliance Circuts in Kitchen & Conductor Size/G.F.I. r 28 ubfeed ire Size / / ga. Cu or AI-A.C. Wire Size / /ga. f�25. Range Circ. / / ga. Cu or AI -Oven • irc. / / ga. Cu or Al. nsulated Neutral Yes No ervice-Riser Conductors G n Main Disconnect 34--&geq)-6learances Panels-Motors-Mech. Equip. 2. Clothes Closet Light -Shower Light -Spa Light Card -61 Date Card -B1 Date Card -81 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Date F RMA I N G (Plans) OK except #'s gaf,0111s, Proper Material & Anchors alls Studs -Nailing, Spacing & Bracing -Plates -Sound 1.,Bearing Walls over Girders & Floor Nailing .Draft Stop in Walls (rat proof) /Fire Stops; Furred Ceilings -Stairs -Chases -Tub 4. Header & Beam -Size & Bearing Date FR IN (Continued) LASJ:iangers- Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. / „Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles .rdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions i,36 Garage Fire Protection ,Framing roperty Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits eadroom-Rise-Run-Landing-Fire Protection 4. P viood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 56. l7rip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic r Walls; Nailing -Bolts Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 Date - Card -81 Date Card -B Dat Card -B1 Date Date JSIAL (Plans) OK except #'s CRI. F t. Steps -Door & Sidelight Protection -Landings Smoke Detector .&3 -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting W. G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes -Labels R. 3tatrs-&-Ratis- F eplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter e-6oyr; Swing -Landing -Closer arage-Damper 7-4-Wtr--Htr-Venfs-Clearance-Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 02:1I Elec. & Mech. Equip. Listed for Location 7S-€lec-Receptacles in Garage; (G.F.I.)-Ro ex Protec. 7 . I sulation-Foam-Looked in Attic Wres Q JC: ck Construction -Post Caps 9, Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ; Walks ❑ Yes o; Planters 11 Yes & 8Disconnect, Electrical, umbi - 83. Vents Above Roof; Plbg.-Ap nce-F• pl.-Clearance to Openings. a+_ -Voter Well; Disconnect, Electrical, Plumbing .4 xterior Elec. Trim; G.F.I. Receptacle -Underground 6. entilation throughout House felass Protection 0,9-8. Corrections from Previous Inpections 8 - rs Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval i6 , nergy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -131 Date and -131 Date Card -61 Date Card -131 Date Card -131 Date Card -81 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle— Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE L ---W--rr v 1L Yu Q- —, a (9 .L "-d OWNER PERMIT NI A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. PAM J*• /_ 1_�� .I t _a • Inspector r Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 ORRECTION NOTICE OWN A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or ne additional explanation, please contact this office immediately. 3 Inspector CNO Date l — Owner: Ctrl-t7-Al*,Pl . )n: AJ5O Permit No. 3&r 09 ENERGY CERT IF ICAT ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF p, Material1� ! - - I'• Thickness(inches) y -- EXTERIOR WALL Material_ 1!2 Thickness(inches) Z� CEILING Batt or Blanket Type Thickness(inches) Loose'Fill Type Minimum Thicknes$(Inches) Area covered(ft.ZZ) FLOOR, ELEVATED Material 4�' I P3f Thickness(inches) --)VV FLOOR, SLAB Material Thickness(inches) W idth'(iiiches ) FOUNDATION WALL Material Thickness (niches) Brand Name Thermal Resistance (R Value) Brand Name 4AA—"1 Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name IM4, Thermal Resistance(R Value)_77_ Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify'that•the above insulation was installed in the above building in conformance with the State of California Ener, Requirements. IkM ]yAME/OWNER STATE CONTRACTORS LICENSE NO. sidNkfuu OF- INSTALLATION APPLICATOR DATE j I hereby certify the,above insulation and all required items as shown on the - Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements.. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. Z(o C FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. GNATURE OF Ci NTRACTOR OWNER DATE GNAM THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. ` J v 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541()3 —4 _Y APPLICATION AND PERMIT O ASSESSOR PARCEL NUMBER ZON(,NG BUILDING PERMIT OWN TELEPHONE S0. FT. OCC.1 BUILDING VALUATION OWNER'SLING ADDRESS CONT 1CT0 'S NAME TELEPHO CONTRACTOR'S MAILING ADDRESS 3 ((% Fireplace o CONSTRUC ON LENDF]R ' UNKNOWN Total Valuation $ _ LENDER'S MAILING AD/DRESS Filing Fee $ 1000 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR EN EER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF`� Duplex[]Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W 0.00 ea TYPE OF WORK New ❑ AdditionX RemodeA Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ � Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I decl a under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessPOWER and ProfessionsCode and my license is in full force and effect. !�/'�?5L0 Pj '- License No. Classification I ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Seca Business and Professions Code for this reason NEW CONST. DWELLING OC New DDNS. ACC , /a¢Sgft MULTB OUTLET NON-RESID .BRA CH CIRC ITS 2.50 ea ! APPARATUS e (SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 209500 5AL930 FIXED APP LNS. OR Ex. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I al ree to save, indemnify and keep harmless the County of Butte against all is ties, judgments, costs, and expenses which may in any way accrue a i t id County in consequence of the granting of this/permit. X Date / D'-L�X� Signat r f Applicant — Owner El Contractor ❑ Agen, An OSH permit is required for excavations over 5'0",yl d emolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ oe UP, CONST.TYPC SCNoo� v/ JFrJ;,,RPCLJ PD 2-V This pe it is hereby issued under sions of the Butte County Code and/or work Indicated above for which fees DI TO j F U LIC By- PERMIT EXPIRES DateWHITE-D.P.W.. the applicable provi- resolutions to do have been paid. WORKS Date Receipt No- ` S 00 YELLOW-ASSE330M. PINK -IN 9PLC OWNER 19 COUNTY OF BUTTE - DEPARTMEfJ ,014, UBLIC 1(VORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET v Z75A,vsoAJ. Permit No. A. P. Noc?/I/- Proposed ` Proposed Building Use A�-a 'X&4721P Building Inspectol/'0//% Date Z,0 d;� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED \ 1. All items.have been submitted. . . . . . . . . . . ot<2. Plot plans in d`uplicate/triplicate,.,s.i4ixed,by preparer of plans, , 3. Complete plans in duplicate./triplicate, signed by preparer of plans, 4. Complete engineered plans and calcs, with wet signature on plans. �— 5. Z_Iw��001 ign Compliance Statement. . . . . . �6. istrict "Fees Paid" Stamp on Floor Plan. 7 Stat t me t for Non -Heated and AC Buildings. 8. Fees of $ . N , 9. Letter of signature author i zafl'on . . . . . . . Q. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License.lnformation (no., name style, classif.) 14. Owner -Builder Verification (Given to owner, Mail to owner ❑•) _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . -Inspec. request to 9 Pre(Date) 17. Pre -Inspection for Required. Building Inspector 18.' Recorded copy of Agricultural Acknowledgment Statement. t 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). 22. \When you issue the erm t, roce s as fol lows: —Mail toower, —Mail to contractor. �Telephone t� and h ,old for pickup at office, Deliver w/inspector. Other c Applicant4G_ Date— ��� Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_mail—counter by Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by Plans checked by Date Plans approved by Sets of plans on hold in File cabinet AP folder r,U,�G�� s.o� Copy—DPW _ date _ date Date TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance (:4 Cr i7, VL C 1164'LJ �j Owner. L0cat'on AP# Plan Approved for: Sewage Disposal _ .Water Supply Hold final for: Water Supply Final clearance O.K. for: Water�u ply Clearance for bedroom mobile home. Other NOTE *** SanitarianUIE D t/ILE o INSTALLED PERMIT NO. NAME JOB ADDRESS TYPE OF WOR ENERGY SHEET FOR ADDITIONS TO RESIDENTIAL BUILDINGS PACKAGE "A" (Additions) FOR M '7 SQUARE FOOTAGE Existing Residence New Addition New Total The following information sheet, showing mandatory features and required features 'of Package "A" must be completed and attached to all plans for additions. to dwellings. Additions to dwellings include room additions,.converti'ng garages and patios to living areas, house moves that add footage and attic conversions, and any space that is ex- isting non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. ` ZONE 11' ZONE 12 ZONE 16 APPLIES TO NEW AREA CEILING D-30 R-30 R-38 WALL R-11 R-11 R-19 FLOOR_ R-11 R-11 R-19 SLAB R- 7 R-11 R- 7 GLAZING ,65 .65 .65 SHADING SOUTH -OPTIMUM OVERHANG or .36 S.C. WEST - .36 S.C. LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS PER UMC - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT j. MAXIMUM GLAZING 16% OF AREA PLUS REMOVED GLAZING NEW HVAC AND HOT WATER IN CONJUNCTION WITH AN ADDITION SHALL COMPLY AND FILL OUT DATA ON BACK OF THIS SHEET 7/83 HEATING. VENTILATING, AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace 7 (brand and model number)' SE Btu/hr (heating capacity) Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept r raLeu blUp= ( ❑ Other (describe) *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (.seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) DOMESTIC WATER SYSTEM ❑ .(A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) - (r ated umber)-(rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ', cooling load BTU *2 Submit T.I.P.S.E. chart'or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the Cali nia Administration Code. d S?CS A RE OF BUILDING DESIGNER OR PPLICANT BUTTE COUNTY SCHOOLS DEVELQPMF.NT FEE CERTIFICATION FORM (One Form per Building) A.P. Number Building Department No. School District City Q County Q Jurisdiction Property Owner Project Location/Address Subdivision Lot Number Residential Development: Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date ******************************************************************* District Id No. School District certifies that (Applicant Name) (Phone Number) (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of $ representing square feet. Representative Date School District PAID BY CHECK NO. `REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) joi4 Is : � Lj............... . cn MICARTER, INC. 5581 HONEY VIEW TERRACE MILES -VALLEY ELECTRIC OF CHICO P.O. BOX 3747 MILES -VALLEY ELECTRIC OF CHICO P.O. BOX 3747 MILLER, DICK(RICHARD) 1446 SLEEPY HOLLOW LN. MILLER ENTERPRISES 513 BARBARA WAY MIRACLE CONSTRUCTION 155 JADE LN. MISKELLA ROOFING,JOHN JAMES 888 LIPDO AVE. MISKELLA ROOFING(STEPHEN FORD) 4253 KEITH LN. MITCHELL CONSTRUCTION, INC. P.O. BOX 4403 MOBILE HOME CENTER, INC. 1740 FEATHER RIVER BLVD. MOCK CONSTRUCTION,GLENN 265 ROE RD. MODERN STEEL STRUCTURES P.O. BOX 772 MORGAN, NEIL 9002 STANFORD LN. MORTON, ROBERT R., INC. 1124 MANGROVE AVE. MOUNTAIN DEVELOPMENT COMPANY 102 GOLD DREDGER DR. MUNSON,DANIEL & CAROL 153 E. 3RD ST. MURRAY, HARLEY, INC. 1754 E. MARIPOSA RD. NPI SEED, INC. P.O. BOX 168 NATIONS HTG & A/C, PAUL 08/0089� NEW CASTLE HOMES P.O. BOX 108 NORTH SIERRA CONSTRUCTION,INC. 2856 A OLIVE HWY NORTH STATE ROOFING 2253 STUMP DR. NORTH VALLEY DRIVING SCHOOL RT. i BOX 444 -DB NORTH VALLEY ELECTRIC P.O. BOX 911 9/20/88 OROVILLE PARADISE 95969 (JAMES M. & EVA L. HARDING) 10101188-- 0 O1 8CHICO CHICO 95927 DON GALASSI,BOB MILES, BOB MINER,NORM REESE,MARGARET HOWARD, CHICO STACEY SWENSDN,HANK ROA 444652 10/01/88 PARADISE 95969 (RICHARD B. MILLER)GEORGIA P. MILLER 238024 01/01/89 PARADISE 95969 (DAVID & LINDA MILLER) 10/01/89 PARADISE CHICO 95969 (GARY WAN)06/01/89 CIU 'd -/ 95926 (JOP m� 360696 01/01/89 CHICO 95926 CANDACE FORD 438029 NO W/C REDDING 96099 (GARY MITCHELL) 10/01/88 OROVILLE 95965 ANGELIKA RUIZ,MICHAEL OLIVIERI,DONALD ADAMS 261905 12/01/88 PARADISE 95969 CHERYL M. MOCK,SCOTT GALLOWAY 378242 03/01/89 CHICO 95927 KURTIS CARMAN,RON PECK,GAGE CHRYSLER 285006 10/01188 DURHAM 95938 07/01/89 CHICO 95926 MOLLIE L. PORTON 08/0089� OROVILLE 95966 (GENE DILL)BILL SUMNER,ELMO LACKEY 216715 NO WC CHICO 95926 11/01/88 STOCKTON 95205 04/01/89 ARTOIS, CA 95913 01/01/89 CHARLOTTE NATION 464629 NO W/C NEWCASTLE 95658 07/18/89 OROVILLE 95966 LARRY KUCZLER 283291 NO W/C OROVILLE 95966 (DANNY E. & DENISE A. SHAMBLIN) 08/01/89 CHICO 95926 (DAVID & KAY BRANDT) '07/01/89 GRIDLEY 95948 10/01/88 FO R M % ADDITIONS TO RESIDENTIAL'BUILDINGS ENERGY SHEET PACKAGE "A" (Additions) Owner Climate Zone �-N Permit # Floor Area 11 The following data showing mandatory and required features of Package "A" shall be installed for.additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. APPLIES TO.N W AREA CEILING WALL FLOOR SLAB GLAZING SHADING ZONE 11 \ZONE 16 R-30 R-$8 R-11 R-1 R-11 R-1 R-7 R- U -.65 (Dual) U -t 65 (Dual) SOUTH - OPTIMUM OVERHANG or .36 Shading Coefficient WEST - .36 Shading Coefficient LOOSE FILL INSULATION (Density) �N�F�TIO�NCQ�NTRO�L(Weatherstrip_doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT [MAXIMUM GLAZING 16% OF AREA PLUS REMOVED GLAZING �S SSD NEW HEATING, VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS SHEET. OTHER 12/85 *1 HEATING VENTILATING AIR-CONDITIONING SYSTEM ' (A) Heating Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) Heat Pump [01 ❑ (brand and model number) ACOP Btu/hr (heating capacity at 47°F) Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other (describe) (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling capacity at 95'F) Other (describe) DOMESTIC WATER SYSTEM ❑ • (A) Gas Only Gallons (brand and model number) (tank size) y ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) [3 *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P.S.E. chart'or other approved system (form (k5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. SIGNATURE OF BUILDING DESIGNER OR APPLICANT Y LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1 rX38 TO DATE SUBJECT LETTER PAA W.A -*. 3x4 -2.-s6 1ThGi AfLfE a Fyp--1 P~®UST-13 [ ��' 15L LI�J�n�ZT�� led OF 6v, 4W �o VOTE COLS MW [3 PART MEET I10MIF 1 ❑ PLEASE REPLY 0 NO REPLY NECESSARY SIGNERf .. F-)Oti-Tlocl VA&L/.f to 4y/ 6 4 . -'21 /g7 Y, 1 dTr--Plel /\--T It ° � �-r EN r��-�----1 (Z -All T Iri F- N -- H1 12 4 1 11A I r2 I HeluLl T cp LT - 0 I X,2. SU-PTE-TQ"Ty BUILDING DEPARTMENT 1f&rKlr-A61 1`>u-T7EI 7 ;CZ 3 L-- LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CIjY, CA 95991 (916) 671.1008 PROJECT BY DATE/ -- JOB NO SHEET -/---OF-.,..,,. s LA U C M L I N CO. PROJECT CIVIL ENGINEERS BY -,,G l ��-- DIE -1-1/1 1008 LIVE OAK BOULEVARD YUBA CITV, CA 95991 / (916) 671-1008 906 NO. _ SHEET `,_OF - -_-_ ,57 f- Z� z 13, t-7 x17-) v.6� 24� 1 (Jv Z 1/0 �6 2 P`� W�� N �O Y PERMIT NUMBER B 3436-72B,P2EIM P E PERMIT EXPIRES OWNER Leroy Hilbers CONTR: owner LOCATION (A.P.-24-20-7 fii w/s Glenn Ellen Dr., 6001 west of Larkin Rd.., lot #7, Gordon Estates., Gridley Zoning Foundation Rgh. Plumbing;—/_-- Rein. lumbing;—/_ Rein. Steel Framing Wtr. Htr. Firewall 61�44 /0- 7`�'. ELECTRIC Temporary. Final—L DATE %6 COUNTY'•OF- -BUTTE Department of Public Works BUILDING INSTEZTIQN RECORD Setback 4Q44 ZS — / - `�%ai Forms Piers & Girders-d:262cM Fireplaces — —? Bond Beam Lath & Plaster 3 Gas Piping & Test Found. Vents Cv Plmg. Topout Rough Elec.= Furnace '— Kitchen Vent '— Garage Vents — O — Sanitation & Water GAS BUILDING Temporary b Cert. of Occup. Final f ``O '` Final - REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORK 7 County Center Drive — Orovi Ile, California 95965 Telephone:„5334230, Ext. 259 -�� - 4APPLICATION AND PERMIT authorize repres Qtatives of the County of Butte to enter upon the above -m io roperty for in ection purposes. X Dat `” L Signor a of ermitee or Agent Receipt No. !2 9 /0 0 _ White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date 1L -z2--7 Building Permit Expires Date z^ 7-7-7 F �/tm BUILDING Owner —'P'T S SQ. FT. OCC. BUILDING VALUATION Mailing Address 400 Oc.0 nOr Fireplace Contractor Total Valuation Mailing Address S Permit Fee Plan Checking Fee &/or Penalty Permit Fee $ $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 ` y ,P i Each Trap1.50 �^/ r D Repair drainage or vent piping 1.50 Water piping 1.50 z S - Each gas water heater or vent 1.50 , A. P. No. —�Q� Zoning Gas piping system 1 - 5 outlets 1.50 , Each additional outlet .50 Fire Zone Fire Dept. Sanitation Planning Building sewer 5.00 lan Fees W. C. R/W Encroachment Lawn sprinkler system 2.00 NEW ADDITION ❑ OTHER ❑ Permit Fee $,20- (0 $ ;70. 0 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 O Main service incl. 1 meter G Additional meters,ach 1.00 USE OF STRUCTURE Single Family Duplex ❑ Others ❑ Sub -panel (12 or -.ss) (mo Ran e, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 - Light ixtures J Rec ., switc s & fix ruffetserlU@+42i>] ., CONTRACTORS LICENSE LAW I am licensed unde the pr isions of Chapter 9, Div. 3, of the State of Californi usin s & Professions Code under the Pame style of:--,,SWater Hood, Ex. Fan F.A. Furn. Motor 1.00 62 Evap. cooler, gar. disp. oror --- W- Z 1.00 C2 00, Air conditioner or heat pump pump Misc. wiring License No. Classification 12 ❑ i am exempt from the Contractors License Laws of the State of California. Permit Fee $ f •� $ 6Q WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 0 Heating Cooling 4 00 f. Ventilation d Permit Fee $1340& $1 I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby In St umente fotiontr� a Motion$0.07/$1000 Evaluation $ TOTALY PERMIT FEE $ ': 6 authorize repres Qtatives of the County of Butte to enter upon the above -m io roperty for in ection purposes. X Dat `” L Signor a of ermitee or Agent Receipt No. !2 9 /0 0 _ White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date 1L -z2--7 Building Permit Expires Date z^ 7-7-7 F �/tm . - ..-c,rs•�v-.:•-- _ r..:r`'��P.''�,�'• , . t�ijr�-��r'"�......µa„ �..•yfi1�:n-vl�ci�y�j1 yt3'.'�.:J:Y,i"�?€L'wni�•.-�,:� ; _, �;,.-te>r .-"-r _y:... -.. �.,.. . 1 . 024020=0-044 JOHNSON 95-2951 B Monty 446 Johnson Clan Ave, Gridley (reroof/built k^ uP) George Roofing r • r v � o+..rti� i� r -d �ad✓� yam,• :� [7 t, t r c.�,:�•�,�r%r>G�.•rn'v.,Ml•,.tiy,�:i f,, j�ri,ivx'�+I':"'°'i`��r�y"yr�`"m.+r . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AWD PERMIT .1?4�1S'/ ASSESSORPARCEL NUMBEa.� ! .r. oc ZONING BUILDINGPERMIT OWNER'V'�.,( /ol/ fl '11"n -5-01v TELEPHONE yl� - D yGr SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Je,117 ScII /lvrC� 7�1,t�,'r�/lrc CONTRACTOR'S NAME 6­_Orct C J?,00�#'`?G TELEPHONE' •-.� .CONTRACTORS "UNG ADDRESS • 1 S'.FrePlace CONSTRUCTION LENDER UNKNOWN ' Total Valuation $ ^*�" • LENDER'S MAILING ADDRESS Filing Fee * - $ 20.00 Permit Fee ARCAITi6OR ENGINEER . - LICENSE NO. j Plan Checking Fee ♦ $ '-� is..��, � �, �.r .-a ,. > Energy Plan Checking Fee ARCHITECT OR ENGINEERS MAILING ADDRESS. Penalty $f BUILOINGADDREss y /J r i� (� I ✓' Ia 7G► ! PERMITFEE i F•LUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME - - PARCEL MAP Solar or heat pump water heater 23.00 `�.jLISEOFSTRUCTURE S>© Duplex ❑ Mobilehome ❑ Other r SPECIFY I Water piping f 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer ' 15.00 TYPE OF WORK - ( New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Z /� F Describe Work: ilrr ! —G! E. -i ! r f Mobile Home ' S G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20:00 k:►t?,; V OR LESS Main Service ( zooA OR LESS" ) 23.00 ' Main Service ( 200A TO I000A ) 46.00 ` - - LICENSED CONTRACTOR'S CLARAT1ON 1 I hereby affirm under penalty'of perjury that�I am -licensed underiprovlsions of Chapter } f 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, andimy,license is ihkfull force andteffect. }� w \ License Class [r -} LIC. No. ^y 02 �( OWNER -BUILDER DECLARATION ! I herebyaffirm under penalty of perjury that team exempt f om the Contractor§ License P tY P 1 rY P S Law for the following reason: �- ( + ' S ❑ 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. - ' \ ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the projl?ct. p. ,.. ��. t t.�. `' i ` ',, ❑ , 1 am exempt under Sec. Business anrofessions Code for tFis reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as ,provided for by section 3700 of the Labor Code, for the performance of the work for which this permit .is issued: ❑ 1 have and will maintain workers' compensation insurance, as required by;Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' -compensation insurance carrier and policy number are: - .R� Carrier c ,- � �'! i�.t � �.i r � NEW CONST. - "'DWELLING OCCURSa. OR ADDNS. ( 8 ACC. BLDS. ) 3.50T. NEW CONST. MULTI.OUTLET NON-RESID. t ('BRANCH CIRCUITS ) . @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) @ 1.00 .50 Ex. OCCU FIXED APPLNS. OR p (OUTLETS (RESID.) EA ) 5.00 ' Temporary Service r23.00 ;-Mobile Home Facilities 20.00 Misc. Wiring 23.00 kt y PERMITFEE; = r t Coritractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood " 6.50 ,Ventilation PERMITFEE S Contractor Policy Number '.',2 qfi' '�., , y' C/ ,,,,";(�Thewabove sections need not be comple ed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 14 0,,,,pl„cectify 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith comply with,those provisions. r / �/L X 2Ai/�lC U% Date %� .1 ` `� Signature of Apgficai°it - ❑ Owne�t� Contractor ❑ Agent An OSHA permit is required for excavationss over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation' Fee $_ Energy Inspection Fee $ OCC CONST. TYPE �^ TOTAL FEE $ g , HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. At,41 B �%,!/�.ja„7r� 1V Y i r• I ��sss�i�lll� %'�f Date / t r r PERMITEXPIRESON Y /J �,)-7rl (Dare) , ReceiptNo. 1 Q (-) Li ?_J / WHITE-D.D.S.-S. I CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I_A COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive - Oroville, California 95965 - Telephone APPLIPA14ON AND PERMIT BUILDING DIVISION (916) 538-7541� PERMIT NO. ASSEMSEo� L BUILDING PERMITJ00 SO� TELEPHONE y� ALUATIONwN` SO. Fr. OCC..BUILDING V �!ZONING � OWNERS NG SS 0/7 n5on 3R CONTRACTORS G- or NAM OD � �' TELEPHONE .S'33 -43 ,?.3 CONTRACTORS MAIUNGI ADDRESS f Fireplace CONSTRUCTION LENDER UNIw0WN Total Valuation $ s LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ �. ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS Q Q �n ifC /J �Q PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNIS IONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF,y Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 10, _u Mobile Home ISI GI W1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Serviceeoov oR LEss ( zooA 0- '1 LEss ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �✓s� s� / License Class 3 9 Lic. No. `T o? �C ,�C�C� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ( 8 ACC. ) 3.50 FT. CNS. NEW CONST. MULTI-OUUTLET TLE NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS 8 SINGLE OUTLET CIR. / Ex. Occup. (OUTLET OR FD(TURES) 0 1.00 SALS° X. Occup. ( EOUTLETS RES D.) EA ) S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensa on insurance c�jrier and policy number are: Carrier _57 A-" hGH Policy Number ' .2 R 5 — .S119 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, 1 shallTOTAL not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wo kers' compensaf provisions of section 3700 of the Labor Code, I shall wit ose provisions. wiWApi X Date �� `� Signature of - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations o r 60" deep and demolition or construction7 of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE FEE $ i HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMITEXPIRESON �� /a7 5 (Date) ReceiptNo. t� �7 WHITE-D.D.S.-B.15. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT o.2— rz-j�. 12'Vv ;K i2r2 I T I Y,&, (,j r.7 5K �"'-T I L; -r E 'S S BUTTE COUNTY BUR MNIG DE PARTMENT wm 1-141 0,;S t-4 KPI rj-�U -T -T 6a