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039-100-005
AISAIS VCHEZ, Mike ' 039-100-005 PERMIT#97-1871 Liberty Lane4th 9-10---,5=/ NEVINS, Marianne (fireplace)'4 hove from River Chico 803 Liberty Ln., Chico Add & Remodel/SF F[ A L r' Rte DEWTIAL , 039-100-005 PERMIT#97-1871 NEVINS, Marianne PERMIT NO.' 803 Liberty Ln., Chico Add & Remodel/SF PERMIT EXP OWNER t,. < CONTR. I, ASSESSOR PARCEL LOCATION CO Al r OFFICE COPY a. -�j Address Ld GAS Meter By M1 ELECTRIC , Meter By Date Temp. Power Pole e A, Called PG&E r Temp. Elec. Service Called PG&E Temp. Gas Service Called. PGF ;'JOB FINALED Signature 9/.z 3 7'-rcrss•� COUNTY OF BUTTE''- DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 P .RMIT NO. (Rev.12/96) APPLICATION AND PERMIT �V` I ��. �-- ASSESSOR PARCEL NUMBER 039-100-005 ZONING A10 BUILDING PERMIT OWNER MARIANNE N VINS TELEPHONE 342-5779 SQ. FT. OCC. BUILDING VALUATION 890 R 48,060. OWNER'S MAIUNG ADDRESS 803 L 248 C 3,224. CONTRACTOR'S NAME UNKNOWN TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS ' Fireplace Total Valuation $ 51.28 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 23.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 1907 M Plan Checking Fee $ BUILDING ADDRESS 803 LIBERTY LANE, CHIC0 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 78 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EXXDuplex ❑ Mobilehome ❑ Other sPECIFr Each Trap 71 7.00 49.00 Solar or heat -pump water heater 1 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Additions Remodel NX Utilities ❑ Installation ❑ Other O Describe Work: KITCHEN REMOIIEL,BEDROOM ADDITION, BREAKFAST RM ADD, & NEW ENCLOSED PORCH Gas i in system 1- 5 outlets 1 5.00 15-00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S114.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�ooa oA LEss 23.00 / LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divisbn 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. Nc. OWNER-BUILDEq DECLARATION I hereby affirm under penalty of perjury thet I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my empbyees 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 I000A 46.00 NEW CONST. DWELLING OCCUP. SO ! OR ADDNS. ( 6 ACC. OCS. 3.5¢FTdl NEWCO_ NON -R StIDT MULCTI. ,R U 7 50 OWERAPPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURS/BAL ®',SO Ex. Occup. our ED s RS D.PPLNS DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 15 ' WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury ore 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 his 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 i MECI iIANICAL PERMIT Fling Fee 20.00 Heating 15.00 r0) 1 20,00 Hood 6.50 6.50 Ventilation 13.50 PERMIT FEE S 75,00 Policy Number (The above sections need not be conpleted if the permit'Is for work of a valuation of one hundred dollars ($100) or less.) l I certify that in the performance of the work for w�h this permit is issued, I shall not employ any person in any ma-iner so. as to become subject to workers' compensation laws of California, anc agroe that if I should become subject to the workers' compensation provisions ccyy'r section 3700 of the Labor Code, I shall comply with those provisicYis. ep _ Date 2 Signature of Applicant - G rvwner ❑Contractor `Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories 'n height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1,027,43 HAZ. D. FEFyS IMP FLooO _ coF PARCEL � Po - 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 �.l.vf Date ��' 16,67 PERMIT EXPIRES ONA 12 Dafe Receipt No. 224033 t WHITE-D.D.S.-B.D. CAN Y-ASSESSO PIN -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541nM/ PPERMITNO. (Rev. 12/96) APPLICATION AND PERMIT ``�T //_ l ASSESSOR PARCEL NUMBER 0 -3q - D `00S. ZONING 140 BUILDING PERMIT OWNER 2 N EU A -S TELEPHONE 3416-5 772 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS �j .o,3 L 16 F_TL-r C HCC -0 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 1 $ $ 8 ARCHITECT OR ENGINEER (TZ LICENSE NO. 3 Filing Fee $ 20.00 Permit Fee $ e3 -5 O ARCHITECT OR ENGINEERS MAILING ADDRESS O t t r. je o if £ S Plan Checking Fee $ - 2 BUILDING ADDRESS Energy Plan Checking Fee $ 23- OCA PERMIT FEE _ ,78 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 71 7.00 41 J_ CD USEOFSTRUCTURE SF PW Duplex ❑ Mobilehome O Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1-5,0 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition JX Rte/model g Utilities ❑ Installation ❑ Other O Describe Work: fl jTC q iw m fL d13 ch aoaa to l(,),f; 6 2 �1k KF/h s� 11 �U� / ` -tae&J Gas piping system t - 5 outlets 15.00 15- UD Buildingsewer 15.00 + 00 Mobile Home S G W @20.00 PERMIT FEE _ W(_00 p(ZDON, ode Co 5� A 7 d 2 C W ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2DDA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 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: O 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. O 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 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: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 ($100) or less.) O 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. BLDS. 3.50FT. .I$ T. REOSIO MULTI -OUTLET 97,50 POWER APPARATUS 6 SINGLE OUTLET CIR. OUTLET OR FDITURES 20 @ I'50 Ex. Occup.aAL @ .50 Ex. Occup. DFIxEEDT3 Aa ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 51 _ 1-T MECHANICAL PERMIT Fling Fee 20.00 Heating (-y.O0 Cooling O. co Hood 6.50 p Ventilation 13.5-6 PERMIT FEt S S- Oo Mobile Home Installation Fee =$ Energy Inspection Fee $ ' OCC CONST. TYPE TOTAL FEE $ o 27 �9 3 HOZ, 0. FEES IMP I FLOOD I CDF PARCEL Po 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 1 the applicable provisions Resolutions to do work been paid. Date _ 1)819 Receipt No. pa WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT e 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: NE 0 (gs ASSESSOR PARCEL NUMBER: Proposed Building Use: S F_ IN Building Inspector: Date: -2 _ At time of permit application, I was aivised the following data must be su mitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------ 7 ---------------------------------------------- Cl `v�❑4. Engineered plans, 3/4 sets, with writ signature on plans. All engineering must be shown on plans.-------- vP5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------- ----- -------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------- ----------- 0 8. Hazardous Material Form.------------------------------------------------------------------=----------------------- . - 09. Manufactured Home data and instalation instructions including Tie Down Specifications ------------------- 1110. ------------------❑10. Fees of $ ------------------------------------------------------------------------------------- Impact fees as shown on the attacled schedule. ---s-e HOO-f 8 q 04 ------------------------------------fi r((p 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- Ell 3. -------------------------------------------------------- ❑13. Flood elevation certificate. -------•--------------------------------------------------------------------------------- *4. Sanitation and plot plan approval C JA ken Health Department. ------------------------------------------- - • $ ' �� ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required. Request to uilding Inspector on (Date) ❑ 21. Contractor's license information. TNumber, Name Style, Classification) . t i - -------------------------- 'c Workers' Compensation carrier aad policy number. --------------------- 1 - ----------------------- 2 . Owner -Builder Verification (Given to owner ❑, Mailed to owne . ---- ------------------------------ Q 24. Letter of signature authorization.-------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ---------------------------------- ------------------------------------------------ ❑27. Manufactured Home utility clearaace. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, process as fellows ❑ Mail to owner, ❑Mail to contractor. XTelephone 3 t(2 -977?— 77Z and hold for pickup at C (d t C(7 office. ❑ Deliver with inspector. Applicant: Date: 9 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department ❑ Fire Department, ❑ Other: Date:i" By: 1. Index permit application for the above it✓ms numbered: r ❑ Plan Check List 2. Additional items required: Contractor, design owner as advised cfthe above required data byWhone, ❑ mail, ❑ Building Division counter, by Date: T9^2—�—:? Contractor, designer, owner, was advised tithe above required data by phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised cf the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised cfthe 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: � 7 Yellow Copy -Department of Development Services, Building Division. TO: �'-- - Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plea Au.cW Floor Plm Seat to B.D. X227.4 S�L V) nezz Owner Location AP# ' Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other ��,��, ��►-�h, G�, )4�h� Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/92 August 31, 1997 I hereby authorize TOM PROVOST to act as my agent for the purpose of obtaining Butte County Building and Health Department Permits, Marianne K Nevins 803 Liberty Lane Chico, CA 95928 916/342-5772 ,wr4g.�jfg1!#t`j~�i Y��9ziv5.?-i ,rr.$ :"-`"L r,;• ;: BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District, C h'1 (eo. Building Department No. A.P. Number 100 -QO.S Jurisdiction: City 0 County Property Owner Property Location/Address P 0 3 L (BFR r ,-S L6 a.9 Subdivision Lot No. Residential DevelopmentFV ;A No of Living Mobile Home Addition Commercial/Industrial Units Installation Sq. Footage R 9a (Group R) Sq. Footage New Addition (Including Exterior Roofed Areas) A;c!" 1-2- 9 7 Building Department Representative Date (Floor Plans reviewed oy scnool uistnct Personnei) District Identification No. 9n D Q 6D School District certifies that (Applicant) (Street Address) 3 7Q- 5 7 (Phone Number) 0 h Iillh C1a_ GnT_c (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing X39 D square feet. School District Paid by Check # 9 Remarks: 6_512-516 by payment of $ 4k3p, 4/00 �• ,. B 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 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 tha 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 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 ❑ NO X 2. I HAVE R1 HAVE NOT ❑ signed an application for a building permit for the proposed work. _ 3. -I have contracted with the following person(fu-m)-to provide the proposed construction: NAME: i OJ -A. ADDRESS: 32'3 i(34"( AU'G CITY: C.i-1( LU PHONE: CONTRACTOR'S LICENSE NO. 6�1m G, -3 F1 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: PHONE: CITY: 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: f, _O J�Z DATE: , oe- -:3 l e G '7 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER ® /©C��Qr(C�� DD �YI�2v� �Scl l��j 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 parry 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 cant' 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 iritended 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 contracprs 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" 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. +1rely, 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 ode OVER T� 19 A?4 JOB: GA43LE END DETAIL STRONGBACK (NAIL TO LEDGE (BRACED AT 55' LEDGER (NAIL 10 VERTICAL W/2 -10d NAILS) (K) SPACING FOE REFER. TO Sl PRODUCT All A35 IN FI T CD112 (SI) (M) 2X4 F.L. OR H.F. A2 OR I-- / BTR STRONGBACK BRACE I \SI )\.\. (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES (HI ) HEEL PLATE TO :LATCH COM" TRUSSES. (0) OPf10N TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TOENAILED THRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOM OF 6 STAPLES. (PI), (SI ) L (HI ) MUST BE PLATED. (G) GABLE EUO DESIGN BASED ON 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. O O O O O O O O O O L= O O O pO O O O O O C=j O ALPINE cm TRUSS o 0 0 C_7 L= O O O O BRACED AT 55' O.C. (C) 1X4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER. LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH BRACE W/2-Bd CCOMMON NAILS. 24' MAX �� / GABLE END . lv OUTLOOKER (HI) MOTE: CHOP.OS TO BE 2X4 FIR -LARCH N2 MIN. MOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO.pU7-r, PLATE MAX. WEB LENGTH PRP` SDE 2X4• 8-1-0 3x4• I3-6-0 NNIMPORTANT)(WLPINE ENGINEEREDPRODUCTS.INC.1 WARNINgAUSSEDNEQUIREEEXT EXTREME PRP` SDE DEVIATION FROM THIS DESIGN OP HESE SPECIFICATIONS. ON ANY 6RACING. SEE HID -91 BY IN SEE IVIS DESIG FAILURE 10 BUILD 111E TRUSS IN CONFORMANCE WITH OSTBB BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING ALPINE COII1ECTORS ARE MADE OF 20CA GALV. STEEL HEEIINO ASIN OUTAEMENTS. UNLESS OTNERWISE INDICATED. A446 CA B EXCEPT AS IVIED. APPLY COHECtOAS 10 EACH FACE OF CHORD SKULL BE LATERALLY BRACED WITH P 1RUSS AND UNLESS OTEANISE LOCATED ON fill$ DESIGN. POSITION yy LY AITACNED PLYM000 SNEAINING. BOIIOH Cl WA CONUECIORS PEA OAAWNGS 110. ISO G 160A -F. DESIGN SIARDAAOS WITH PROPERLY ATTACHED RIGID CEILING -- E CONF&H N/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOR P SEAL ON THIS DRAWING APPLIES TO INE COMPONENT DEPICTED HERE DRYWALL APPLICATION. fUWNt511 A COPY Of IN IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY ONEn WAY. DESIGN 10 life MUSS ERECTION CONTRACTOR. _ --IPI - INWISS PLATE IN5111UIE. NIS - 1991 HAIIONAL DESIGN SPECIFICATION FOA WOOI) CONSIAUCTION OUTLOOKER C2ITERIA 3.5' MAX. PYP. NOTCH e 24' D.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHOUT BRACING (TI ) MAX. LENGTH W/ STRONGBACK BRACE ( S ) STANDARD 5-11-0 II -10-0 ESS/ TC LL .30.0 PSF REF Shut 1! yc I 7-9-0 15-6-0 I b BETTER. 7-9-0 15-6-0 PSF No.C43845 r � Z)LAL - 1 ESS/ TC LL .30.0 PSF REF DATE 10/31 yc TC DL 15.'0 PSF ORW CDT 12 ,o r, BC OL 5.0 PSF No.C43845 r � BC LL PSF -ENG PBC, I*, 6391 * TOT.LD. 50.0' PSF OUR. FAC. 1.15 ;,V 1. ,d VOST-WALK IN 70H PROVOST / NEVINS - TNA CANT GE TOP CHORD 20 DF -L f1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 424.00' OC.' (A) 1X4 -L- BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH ed NAILS 0 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS GABLE TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING AND HAS 24' OUTLOOKERS. GABLE FACE TO SUPPORT FILL LOAD NOT TO EXCEED 10 PSF (STUCCO). (0) 2x4 FIR -LARCH STANDARD LET -IN VERTICALS (TYP) 0 16- O.C. WITH N1.5X4 PLATES (TYP). 6!3X6 = I W2.5V THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSION'S) SUBNITTEO BY TRUSS NFR. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ;2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 12.00. O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (K) 2X4 FL $1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24.0C. THROUGHOUT PLUS HEEL 0-3-6 +8-0-0 WZ.5X4 = W2.5X4 WSX4 = I12.5X4� F12.SX4(Al) o 0.1.9 9 tilt 0 "Oe ��Yd L -3 -10 -7 -BJ• I 3-iU-! I E9 10 33-10-11 Over Continuous Support - J a R-91 PLF W-30-0-4 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Alnine.Wave TPI -95\R Design Criteria: TPI -95 IRACINO. Rffa i0 HIB•91 (wtND1 hC INSTALL[AG AMO BRACING). FUS13SHES 4T TP[ ('7105 PLATE [pSTITDTE. 541 0.ONOFlo OB., 5017E t00, NAOESON. HE 17719), FOR SATETT PRACTICES MOD 10 P[71foiNUM TwISE rONCTIONS. UNLESS OTHERN[SE INDICATED. TOP CHCAO SMALL IOLVE PROPERLY ATTACHED S=IURAL PANELS, 101101L CHARD SIiLLL HAVE A FAOPERL'T AITACHEO 01011 CE [I IDD. -IMPORTANT*` FSRNISH A CC?V OF tN15 DESIGN TO THE IAS:ALLAT[OZ CONTRACTOR. ALPINE ENGINEERED PRO -)MTS, IIS. SHALL NOT Of AESPCNSIBLE FCD ANY UNIATION FROM THIS DESIGN. ANY ratum TO "Lo IN TRDSSES IN C40QVAUCE VITH n[: oL rmicAt7N0, NAuumc, SNIPPING, INSTALUTIDN 02 "IMG cr. BUSS[S. THIS 4ESIGN CODFOHITS Him AP➢1mou PDOr1S74Ns Or IDS ENATIORk MINN SYECIPIGT901 PUBLISNEO 4Y 14E AMMUN FOREST AMO PAYER ASSOCIATI41) An TPI. ALPINE CO(<CTBS ARE WADE OF 20GA ASTR ADp 6431 MLP. STEEL. ETCEPT AS NATER. APRT COFIIECM TO E'AM FACE Or TRUSS. AND VILM MERALSE LOCATED Ck THIS DESIGM, POSITION ccR.acTORs Pit GiAY1N4S u 110 ARD IAO A -r. AN ENO[1EIA'S SEAL ON IRIS DRAVIDA APPLIES ULT TO THE DESIGN CA 1 1 - - - F Scale —.1875" Ft. TC LL 16.0 PSF REF R427--59008 TC DL 10.0 PSF DATE 11/12197 BC DL 16.0 PSF DRW CAUSR427 97316018 BC LL 0.0 PSF CA -ENG PBC/CWC TOT.LD. 36.0 PSF SEQN - 8383 DUR.FAC. 1.25 FRON MC CDAPTAIR 9A A" N N r A (PROVOST -WALK IN TOM PROVOST / NEVINS - T1 CANT TOP CHORD 2.x4 OF•L #1 BOT CHORD 2x4 DF -L #1 MESS 2x4 OF -L Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER MOS -91 TABLE 7.3.3. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). ** 00 NOT TURN TRUSS ENO FOR END. 2# THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBHITTEO BT TRUSS Iff R. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B:O. RESEARCH REPORT ()2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED CURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 13 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 4 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X6a 1 W2.SX4(Al) Em 111.5X4 W W4X4m W3X8- W3X6m 112.5X4 m M4X4(A2) m 0-3-6 -A-0-0 0-1-9PtInE 16-9-15 I 16-11-3 J 33-10-11 Over 2 Supports 1 4 t 9-1406 N-3.5' R-1053 W-3' 4 P ~� sign Criteria: TPI- ENACIR6- E1T[R TO N[B•91 (NMOU NG [BSYAt UN6 MO BtAC INE). PUEIISYEO OT TPI (1051 PLATE LMSTITUfE. 603 0'=10 DR.. SUITE too. NAMS20. No 63719), FOR SUITT PAACTICE3 PAI OR TO PCF 02NU C:WG THESE FmCTIONS. g[LTSS otrilvist 1RDIG(TED. TOP CHORD SMALL BATE PROPERLY ATTACMEO . STHA'MAL PANELS. BOTTOM CHORD SMALL :FATE A PPCFIALT )TUCKED 61610 CEILING. 1HPCATANT•1 FCNYISM A COPY OF THIS DESIGN TO THE TNSTALLATEOR CONTRACNOR. ALPIEE ENSTNEERLD PROWS. ENC. SHALL NOT BE RESPOBSIBLE Foo MT DEYEATION FROM TRIS DESIGN: )JB1 FAILURE TO EDILD TME TRUSSES 11 CORFORLANCE MITI TPI: CO FABRICATING, NAmUNG. SNIPPING. INSTALLATION Dt "Cl NO OF MOSSES. tPIS OCSEGT COM70RRS WITH APPLICABLE PROTISIGIS OF MOS II1tT10NAL DESIGN SPECIFICATION PUBLISHED BY TRE AN(RICAN FC21ST AND PAPER ASSOCIATION) AND TPI- ALPINE CDX=TORS ARE MAO[ OF W4 ASIR ASS3 6237 GALT. STEEL. LICAPT AS MOND. APPLY CDHKECTDAS TO EACH FACE OF TRUSS, MD PILUS OTHERWISE 10CATED 02 7915 DISIAN. POSITION efluman PER DRAWINGS 170, 150 AND 160 A -F. AM ENGINEII-S SEAL 02 THIS OWING "PLIES (WILT TO THE DESIGN CA 1 1 - - F Scale =.1875° Ft TC LL 16.0 PSF REF R427--59005 TC OL 10.0 PSF DATE 11/12/97 BC OL 10.0 PSF DRW CAUSR427 97316OD6 BC LL 0.0 PSF CA -ENG PBC/CWC TOT.LD. 36.0 PSF SEON - 14769 DUR.FAC. 1.25 FROM MC SPACING 24.00 -WALK IN TOM PROVOST / NEVINS - T2A CANT COHN TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L $1 WEBS 23c4 DF -L Starts aro CONNECTOR PLATES DESIGNEO FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). i+ DO NOT TURN TRUSS END FOR END. 'A WSX653 THIS DVO PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS M. CONNECTOR PLATES MUST BE INSTALLED IH ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" c.c. IN ADDITION, A RIGID CEILING OR 2x4 t3 M.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. pc.5A4{Al) = k2X4# W2.SX4 = M3X8 - WZ.5x4 .. . 1' .- 3-5-3---J D -if 1 10.9.15 1 18-11-s _I 33-10-11 Over 2 Supports - J R-1385 W-3.5' R-1074 W-3' 5XR Design_ Criteria: TPI-! "RARNINW- TRUSSES REQUIRE EITREHE CARE 10 FASRICATECR. HMUILIRG. SNIPPING. INSTALLING AND BRACING. Auto TO ell -91 (P.A4)L1NG INSTALLING ARD SRACIROI. PUSLISIED BY TPI (TRUSS PLATE 1:STISVTE. 683 0.030F10 Co., 1917E E00. MADISON, ml 63719). FOR SAFETY PRACTICES Pam TO PERFORMING THESE PCBCTIONS. UNLESS OTBERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACNE9 STRCCYULAL PAMELA, BOTTOM CH110 SBALL HAVE A PROMLY ATTACHED RIGID CEILING. ,'11VORTANr-- F:RVISH A COBE OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR- ALPINE EIGIREEREO PRODUCTS. INC. SHALL NOT 6E AW413161C FOR ATV OEVtAT102 FROM TRIS OESIGR: ART FAILURE TO N7Et0 THE TRUSSES IN COTFOIIARCE KITH TPI: OR FA6RICATERG. HARDLING. SHIPPIVG. InTALIATEOS 0.1 SRACIHG OF TRUSSES. TRIS DESIGN FAILFURS WITH APFLICASLE PROVISIONS CF N35 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY To[ ARERICAR FOREST AND PAPER ASSOCIATION) ARO TPI. ALPINE CONNECTORS ARE MADE CP 2404 ASTM MSS CR37 DALY. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS. A0 UNLESS 076I111SE LCCATED ON THIS DESIGN. POSITION CONNECTOK PER OBAAJN01 110. 160 AND 160 A -F. All EAGIREER'S SEAL ON THIS ORAVIRS APPLIES ONLY TO THE DESIGN T 2A, 0-3-6 +8-0-0 (.A/1/11 -1'1 -Ir TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36..0 PSF DUR.FAC. 1.25 CDA( TNLL 94.Ou Scale .1875'/Ft REF R427--59006 GATE 11/12/97 DRW CAUSR427 97316007 CA -ENG PBC/CWC SEAN - 14772 FROM MC R-� (PROVOST -WALK IN TOM PROVOST / NEVINS - T26 CANT C TOP CHORD 20 OF -L 01 607 CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard CONNECTOR PLATES DESIGNED FOR GREER LUMBER PER NDS -91 TABLE 7.3.3. NOTE: 6C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). ** 00 NOT TURN TRUSS END FOR ENO. •* W2.5X4 ,0 6.07 r- 1I4X4 W1.5X4 CI W5XG- THIS ONG PREPARED FROM COMPUTER NPUT (LOADS & 01HEMSIORS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. CONTRACTORS WARNING. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. W2.5X4 4�, —1 6.03 W1 .5X4 0 ri W3X6- W4X4(A2) e W2.5X4(Al) a W2.5X4 W3X8 W2.5X4 W4X4 Na I.r9 0 I 16-9-15 t 16-11-3 _J 33-10-11 Over 2 Supports { R-1305 W-3.5' 8-1154 W-3' I - 51R Design criteria: m- 7NARN)NG-• TRUSSES IEQUi [XTREK3 CARE IR FABRICATIGS. VANDLING. SHIPPING, INSTALLING ARD "ACT". AQER TO "[8-91 (HANDLING (WALLING ASD IRAC[NG). PUBLISHED B7 IFT (TRUSS PLATE ]SST[TOTE. 601 D'OSOFIO DR., SUITE t00, rAD)SON. Y1 671[9). FOR SAFETY PitKT[CES PRIOR TU PEIFOANINO THESE FUNCTIONS. MISS OTHERWISE IROTCATED. TOP CHM SMALL HAIE PROPERLY ATTACKED STRUCTUTAL PANELS, BOTTOM CUM SHALL FAYE A. PROPERLY ATTACP.EO RIOIO CEILIRS. ''IKPOETAHT" F RNLSM A COPT OF THIS DESIGN TO THE ]NSTALLATION COATIACTOR. ALPINE ENG9511"O PRODUCTS, INC. SHALL ROT RE RESPONSIBLE FIR ART DEVIATION FILM THIS DESIGN; ANf FAILUIE TO 80110 THE TRUSSES IN CONFOWRTCE N[TH TPI; CR FABRICAT@G, MUDLENG. SHIP7190, INSTALLATION OR BRAgNB OF TRUSSES. THIS DESIGN C43MIS WITH APPLICAnt PROVISIONS OF RDS (NATIONAL OES36H SPICIFICATION PUIL[SW BY TER AtltBECAN FOREST AND PAPER. ASSOCIATION) ANO TF]. ALPINE CORRECTORS ARE HM Of NU ASTM A454 MY OALV. STEEL, MOT AS *0116. APPLY CDNHCCTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS OESIGN. POSITION COSSECTORS PEAL C/AAN]NGS LIG. 150 NO 160 A -F. AN QLIREER'S SEAL ON 1143 OIAN[RG APPLIES ONLLY TO THE MICH Z� 0-3-6 -+-0-0 CA/1/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 tvArtma ?A nu Scale —.1875°/Ft. REF R427--59007 DATE 11/12/97 DRW CAUSR427 97316008 CA -ENG PBC/CWC SEON - 14775 FROM MC z 0 r N -0 r r r A (PROVOST -WALK IN TOM PROVOST / NEVINS - T3 COHN) THIS DVG PREPARED fRON COMPUTER INPUT (LOADS A DINERSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE BOT CHORD 2x4 DF -L #1 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. UEBS 2x4 DF -L Standard NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER MOS -91 TABLE IN LIEU OF RIGIO SHEATHING: 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACEO ** DO NOT TURN TRUSS END FOR ENO. ** 0 24.00° O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED D 120.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N5x6 - T W2.SX4 $ W2.SX4 0 M1. SX4 p6.07 r- 11 -� 6.03 W1.5X4 0 0-1-0 0-3-6 - .a-0-0 H2.SX4 = W3X8 - W3X6= W2.5X4 = W4X4(A2} W4X8= 0-1�-9 Dlf BLME C Rini 18.9.15 ( 16-11.3 a+wwaftl)wo ®XPAR 34-0-4 Over 2 Supports J HENT R-1248 N-3.5' R -12L4 N-3' P_ 0 V TYP. Wave TPI -95 teria: TPI- FRACING. 1EFIR TO NJ8.91 (NAM IRS INSTALLI tG All MAGI NG). PUBLTSHEO By TPI (TROTS PLAT[ I1STITOTC. Us 0100FID M. SUITE M. HADIS98. NT 817191. FOB SAFETY PRAGICES PRIOR TO MFORNENG THESE rDNCTEONS. UNLESS DTRERNESt IMO[CATp. TOP CHORD SMLL HATE PROPERLY ATTACHED STtUCTCen PARELS. BOTTOM COW SHALL HAVE A PROPERLY ATTICM RIGID CEILING. --IMPORTANT-- FURNISN A COPT OF THIS DESIGN TO THE I1STALLA1101 CCMTRLC101. ALPINE E161KEERIO P1000CTS. INC. SMALL NOT BE RESPONSIBLE FOR Ap OEY[AIION FROM THIS DESIGI: HT FAILURE TD BUILD THE TRUSSES [N C016ORNA4jCE TIITH TPI: 01 FAIRICAI[NG, IUNOI[MG. SHIPPl6. 1NSTALLAT[ON at 1 141N6 OF TRUSAS. TRES DESIGN CONFORMS VETO APPLECAM PROVISIONS OF 905 (NATIONAL DESIGN O51 SPECIf3CAT141 P1SNED BY TRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MN OF 206A AST$ A653 0837 WAY. STEEL. [WT AS NOTED. APPLY (01=015 TO EACH FACE CF TJIUSS, AND MISS OTHERWSL LOCATED ON TICS DESIGN. POSITION (DIRECTORS PER patmINGI 130. 150 AND Ifo A -F. AN ENGIiEER•S SEAL ON THIS aMINfi APPLES DNLT TO THE DESIGN N t.A/1/1/-1 I -/r TC LL 16.0 PSF TC OL 10.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF OUR.FAC. 1.25 SPACING 24.0" Scale =.1875"/Ft. REF R427--59004 DATE 11/12/97 DR W CAUSR427 97316006 CA -ENG PBC/CWC SEON - 14766 FROM MC gTi OST-HALK IN TOM PROVOST / NEVINS - T4 TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L $1 WEBS 2x4 DF -L Standard :W3 2x10 DF -L $I: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER UDS -91 TABLE 7.3.3. RECOMMENDED CAMBER 1/4- AT MIDSPAN BETWEEN BEARINGS. ADDITIONAL CONCENTRATED LOADS --------------------------------- Be - 1000 L8 Cone. Load at 12.00 ** DO NOT TURN TRUSS END FOR END. *t KX140 6.07 r W1.5X4 @ W3 0-3-6 - - W3X10(B3) s W2.SX4 W3X4M W4X6(R) L• THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (A)BEXEQUALLYHEM-FIR SPACED. BATTACHCWITHN(2)S8dLATERAL RAILS.BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ¢2949. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 6 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 120.00° O.C. HOST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2. 5X4 Akr (A) I I //X'����w 1.5X4 G WSXB- W4X6- W2.5X4z=- M801) s 1000 ° 0-1-9 16-11-3 J 34-0-4 Over 2 Supports Rill R-1865 W-3.5" R-1580 W-3" T TYP. Wave TPI -95 Des14n Crlterla: WANNIHG"• TRUSSES REOD[/E EXTREME CAPE 11 FAATILATLOII. uAm"wu, TBACINH. REFER TO HLB-" (HANDLINS IRSTA111N0 WBRACMG). PUBLISHER Df TP[ (TRUSS PLATE INSTI TOTE. 603 D'OROFIO CR.. SUITE 200. W1IWI. IU 53119). FOR WEST PRACTICES PAI OR TO MIFORNINO THESE FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD 3KA11 RATE PIDPERLY ATTACKED STEUCTUPAL PANELS. ROrM CHORD SPALL RAVE A PROPERLY ATTACHED RIGID CEILING. '. IMPORTANT- FURNISf A COPY Of THIS DE316H TO TRE IRSFALLATION COfQRACTOR. ALP[6E E:9INEUED PRODUCTS. LNC. SNA" NOT BE RES90RSIELE FOR ART DETIATICH FRCN THIS RESIGN. RESIGN: ANY ►AELIAE TO BUILD THE T2HSSt5 EN COHFORRAnt :[TM TPI: CII ►AB:ICLT]NO. HAAOL111, SNIPFE:6, INSTALLATION OR BBALEUG OF T"SS[S. THEE CESIS: Comm VI TO APPLICABLE FROYI$1ORS CF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED By TMI ARERICAN FCREST AM PAPER ASSOCIATION) AND TPI. ALP LIE CCOMTORS ARE :AOE OF 2CU AST: AAIf ERf7 QALY. STEEL, EICEPT AS NOTES. APPLY CONNECTORS TO EACH FACE Of 11033. ANO 031t SS AST: LOCATED 02 THIS CIS)". ►OSIT[OR CONNECTORS PER CRAYINOS 130. 150 AND 140 A•►. AN EROIREERK SEAL ON THIS OIAN110 APPLIES ONLY TO IKE DESIGN Ty 0-3-6 +8-0-0 MWE i WLDM DEPARTMENT ift. as APP a, I CA11/11-1-/-/F TC LL 16.0 PSF TC DL 10.0 PSF SC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0° Scale .1875'/Ft REF R427--59003 DATE 11/12/97 ORW CAUSR427 97316004 CA -ENG PBC/CWC SEON - 14763 FROM HC T-VALK IN TOM PROVOST / NEVINS - 75 COHN TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 20 OF -L Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. (M)THIS TRUSS DESIGNED TO CARRY 200f MECH UNIT:UNIT LOCATED AT CENTER: 12-9-0; SUPPORTED BY TRUSS: TOP CHORD: UNIT WIDTH: 2.6-0; SUPPORTED BY 3 TRUSSES. 0-1-0 ki THIS KING PREPARED FROM COMPUTER INPUT (LOADS 1 DIMENSIONS) SUBMITTED BY TRUSS HFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS 11994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 120.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 501 50# (N) 64X4= TS 0-1-0 -8-0-0 H4X8= .._ _... E MUMay DEPARP 25-9-8 Over 2 Supports �� 4PPROVED R-990 W-3.5" R-991 W-3.5' e IFL- Desian Criteria: TPI -95 IdCltO. "If" AIF (ROME 11 1NSTALL116 AA0 LSUERC.4, PUBLISHED BY TPI (TRUSS PLATE I IT[TOTV EES 0.ONOFlo Dt., SUITE E00. MAOI3ON. VI 51719). FOR SATETY PRACTICES PRIOR TO PERFORMING THESE FUNCIEOHS. UNLESS OTHERHESE 1501CRTE0. TW CHORD SNJU1 HAVE FAMILY ATTACKED S7tOCTORAI PANELS. BOTTOM CHORD SHALL NATE A PZC51RLI ATTALIEO NEW CEILING. '•[HPORTAMT" FURNLS# A COPT OF THIS OESISA TO TKI 3USIAXI47I01 CONTRACT09. ALPINE EOSIKQRED PIIONCTS. INC. SHALL NOT BE REW014I9LE fOt ANY DEVIATION FROM TRIS DESIGN; ABT FAILURE To 19ELI TAE TRUSSES (H COKFORKANCE WIN TPI; Oak FA1LK&TEAO. MANOL[1w. SHIPPIRO. 11STALLATION CA WcEtiO Of TROSSIS. TBI$ DESIGN COMF4U3 JIM APPLICABLE Pt0YI310KS OF ROS (IATIOUL DESIGN SPECIFICATION P;HL[Un By THE AMEIICME ISKIST ARO PAPER ANOCLITION) AND TPI. AUM CpNICIOtS ARE MICR or TOGA ASTM A651 GUY GALT. STEEL. tXX13 T AS WTED. AP)lT CQ19mTOR3 TO EACR FACE OF TRUSS. AND UNLESS OTNEIIISE LOCAITO 01 INES O[SEClt. OOSITION COfRECTCRS PER DIANiHfS 130. 150 An 164 A -F. AN EHCAIM'1 SIAL ON THIS ORAN S APPLIES ONLY TO THE DESIGN CA/III/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 C'nAP T UP 4A 11143 le =.25' REF R427--59009 DATE 11/12/97 DRW CADSR427 91316009 CA -ENG PBC/CWC SEON - 14787 FROM MC -D (PROVOST -WALK IN TOM PROVOST / NEVINS - T4 GIRD} TOP CHORD 2x6 DF -L J2 BOT CHORD 2x8 DF -L 01 WEBS 20 DF -L Standard :W5 2x4 DF -L #1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED d: 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING TO THE 807TOM CHORD AT 24' O,C.: SIMPSON HUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] - -- - 50�! 50f ADDITIONAL LOADING (PER TRUSS MANUFACTURER) ------------------------------•-•------------- (M) BC - From 588 PLF at -0.64 to 588 PLF at •0.51 BC - From 608 PLF at -0.51 to 608 PLF at 24.86 W5X6(R) II BC - 1580 LB Conc. Load at 24.86 W3X8� 6.07 r 0X6e W5 / W4X12(01) W4X6(O1) <, 0-3-6 THIS DWG PREPARED FROM CONPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NAILING SCHEDULE: (12d-boK_nails) TOP CHORD: 1 ROW 0 12' o.c. BOT CHORD: 1 ROW 0 2' o.c. WEBS : 1 ROW 0 4' o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING. BETWEEN ROWS AND STAGGER NAILS IN EACH RDW TO AVOID SPLITTING. BEARING BLOCKS: NAIL TYPE: 12d -box -nails BRG X -LOC 18LOCKS LENGTH/BLK (NAILS/BLK 1 25.369' 1 12' 6 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE A GRADE AS CHORD. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). (H)THIS TRUSS DESIGNED TO CARRY 2000 HECH UNIT;UNIT LOCATED AT CENTER: 12-9-0; SUPPORTED BY TRUSS: TOP CHORD; UNIT WIDTH: 2-6-0; SUPPORTED BY 3 TRUSSES. NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST SE REPLACED IF IMPROPERLY INSTALLED OR DAMAGED. 0X80 �1 6.07 0X6e FO& Q p ®,&j W4X12(Dl) v 0 W4X6(Dl) o �® 0-3-6 If -0-0 w3X01u WGX4m 12X14 WSX4 W3XO M l< 12-10-12 I 12-10-12 1 25-9-8 Over 2 Supports i R-8842 W-3.5' Wave TPI -95 -95(STD BtACWI REFER TO HI8-91 CRAWLING TNSTALLENG AND BBACIRG), PUBLISHED IT TPT (TRUSS PLATE [N3TITOT[. 591 O'ONCF10 DR.. SUITE too, NADISOII. NI S3719). F02 SAFETY PRACTICES PR10E TO PE2FOtNINGTHESE FURMOMS. MESS OTHERWISE 14D)CATEO. TOP CHM SHALL RATE F90PERLY ATTACHED STRUCTURAL PARELS, BOTTOM CHCIW SHALL PAPE A PROPERLY ATTACHED RIGID CEILING. '1INPO2TAMT11 FORNISM A COPY OF THIS MISR TO TOE EASTALLATION CONTRACTOR. ALPINE ERCIICERED /IODUCTS. IMG. St031 ROT BE RISPONSEBIi F0t AMT DEVIATION FROM IMOETIG; ANY FAILURE TO lA1LO THE TR&S= IN CaF ;MWkCE Mills T►1; OR natichnNO. NARKING. SRIPPIMG. INSTTLLATEOM ES Q.UCING Cf TRUSSES. THIS DESIGN coiroxas KITH APPMA= PROVISIONS If M t"IMAL OESIGR SPECIFICAITOM IPDXISHED BY THE ARERICAN F4913T AMD PAPER ASSOCIA1E01) AD TPI. ALPINE• CORtECTOOS ARE WA OF 29GA ASTM A4S3 9237 GLV. SFEIL. EICETI AS NOTES. APPLY CORNMORS TO EACH FAC! OF a=, AHD mFTESS OTHERWISE LOCATE! C.4 TRIS OE3168. POSITION CGAUTORS PER OWINGS rig. 150 AND 140 A•i. AM EACINEER'S SEAL ON THIS COAMING APPLIES CA1T TO TEE DESIGN R-10127 W-3.5' 1580( to 1 1 - - F Scale -.25' Ft. TC LL 16.0 PSF REF R427--59010 TC DL 10.0 PSF DATE 11/12/97 BC DL 10.0 PSF DRW CA6SR427 97316010 BC LL 0.0 PSF CA -ENG PBC/CWC TOT.LD. 36.0 PSF SEON - 14804 DUR.FAC. 1.25 FROM MC CnAPT►IP nA 60 LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: Address: AP#: G4V, Ca 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 n n RPOVOST-WALK IN TUM PKUVUsi - is TOP CHORD 2x4 DF -1 #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (M)THIS TRUSS DESIGNED TO CARRY 200$ MECH VNIT;UNIT LOCATED AT CENTER: 18-7-0; SUPPORTED BY TRUSS: TOP CHORD; UNIT WIDTH: 2-6-0; SUPPORTED BY 3 TRUSSES. 50# 50# (M) W5X6a rnnu rnunnrtn iu"ur nnine t ntv[nclnutt 4Z11RMTTTCi1 RV'TR11SS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949 AND ER -S352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00- 0C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X6 (A2) E$ W2.5X4 W3x8- W"L. bx48 0-3-7 -0-0 -- --- - .- --V EB 0-6-4 Overhang �9 I 16-9-15 I 16-11-3 J 33-10-11 Over 2 Supports I R-1088 W-3.5" R-1060 W-3" PLT TVP. Wave TPI SNR R Desi n Criteria: TPI -95 STD CA - 1 - - - F Scale -.18750/Ft. pim E hce[ed Pmd %EACH Saa&wnto. CA 9382S BAACINC. ROCA TO NIO.91 (BARDt18G LASTALL912 A* DRACIRC). PGBLISM BY TPI (TRUSS PLA11S11Rs11TOTt. 583 0.980710 OR_. SOI1E 200. PAO150N. W1 53719). FOt IAFETV PRACT[C[S 90.109 10 P[RF0LBG0 NtSE EOACT[ONS. UItEss OTNIW[SE INDICATE. TOP CBORD SURD PATI PROPERtV ATTACHE .lffCTtRAL PAtELS. 807101 Cd= SHALL :112 A 220PIiLY A71AC90 URIC CEILING.BC •IMPCITAUT•" FORWIS9 ► COPT OF Ti1S DESi88 TO TRE INSTALLATION CORTRACT00- AiPJBI ENOIREERIO Y8A ln,. TWJSSES AEo.+7N4 E11A[IR LAA[ EE FABAICATION. NAMOt11W. SHIPP1t3. INSTAIL110 ANDEOF IRC. SMALL POT BE RESPOIISEBLE F02 ANY 3E11AT10N FROM THIS DCSTO - ART FA[luI To BUILD THE Tt:SSES [N COV031L M 91111 TPI: 00. TAB1ICAM3. RARDLIMG. SH[PP[to. INSTAILATION OR BRACING 07 (BOSSES. TNIf DESIGt COA70RMS WITH APPIICA3L[ PROVISIONS es NGS (RATIONAL DESIGN SP[CITICATItt PU6I13910 DY CBE AMTRICAR FOREST AED PAPER ASSOCIATING AAD (I1. WINE CONtICTORS AAE ■ADE OF YOGA ASTM A653 8837 GALT. STEEL. EtCEPr AS COTE. AMT COAtFCTCRS TO FACE OF (ROSS. AF) U%4jUS gIREANISE LOCATED ON THIS DJSICR. POSITION COMMAS PER CRAVINGS 130. TLSO ALD 160 A•F. Lt [BGINEER'S SCAL ON T91S OWING APPLIES ONLY TO THE DES[Or OF TBE [Russ OE1'1CIEO NESE•$At S9At L-YOT*BE RELIED L908 IR AIR OTHER NAV. s0.PRODUCTS. * TC LL 16.0 PSF TC OL 7.0 PSF DL 7.0 PSF BC LL 0.0 PSF TOT . L D . 30.0 PS#FRO14 REF 8427--72345 DATE 12/09J97 DR41 CAUSA42/ 97343003 CA -ENG PBC%GWH N - 10687 DUR . FAC . 1.25 MD SPACING 24.0" N a (RPOYOST-WALK IN LOPI rKUVUZiI - ILU) TOP CHORD 2x4 DF -L #1 40T CHORD 2x4 OF -L #1 M WEBS 2x4 DF -L Standard (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORO. (M)THIS TRUSS DESIGNED TO CARRY 200# MECH UNIT;UNIT LOCATED AT CENTER: 18-7-0; SUPPORTED BY TRUSS: TOP CHORD; UNIT WIDTH: 2-6-0; SUPPORTED BY 3 TRUSSES. ** DO 907 TURN TRUSS END FOR END. x* W2.5X4o 6.07 f- W3X4� W1. 5X4 D W2.5X44A2) a X4= W2.5X4= 5O$� 50#(m) 415X6- W3X8EM W3X6= nu e�IT c'A T°e11T ♦1 n,nc 9 MuCUCinucl cT10HITTth RV 72IIcc utO CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. W2.5X4ft- � 6.03 / �""8 \W1.5X4 \V1*,, 4/4X4 (AZ) a 0-3-7 +.8-0-0 W2. 5X4 Imo' a r f 16-9-15 f 16-11-3 _I 33-10-11 Over 2 Supports J R-1137 W-3.5° R-1012 W-3' PLT TYP. Wave TPI -95 R Design Criteria: TPI -95 STD CA - 1 - - - F Scale .1875° Ft. -1(millil rODssu N[ORUU EETRDIF DIRE 111 FABRICATtCR. :ANDIING. SPIPPIRS. IKTAtueG ARD BRACING. REFER 19 aIN•91 (NARDLINs INSIALIINO AS9 BRACtILS). PNSIISNED OT 721 (MUSS PLATE INSTITUTE. S83 O'ORCFIO Cl.. SUITE IOD. IIAOISOR. NI 537191. FOX SAF[r/ PSACTICSS PRIOR TO P[RFOXN[N8 fNESE FU1CT[ONS. UNLESS OTHERVIS[ INDICATES. IOP CNORO 2:41.1 NAVE tIVIALY ATTACHED SIRUCTODAL Form NOTTCN C -ORD Seal SAFE A PRUEtLr AT'ACRIQ N16I0 Wills, A4[NPORFANT+` FURIISH A COPY O< TSI$ RESIGN TO tNI 1NSEALLATION CONTRACTOR. ALPIU INOIIE 00 Pa00ftTS. LAC. SSAl1 Not BE RESPONSIBLE FOR ANT OEVIATION FILM THIS DES1.61: uY FAILURE TO HMO TFi TRUSSES IN COAF001ANCI N[IN TFI: 01 FADRICATIRG. NASILING. SHIPPIAG. INSTALLATION OR BIAACING OF TAUSSFS. ISIS OES:SS CDNFOXAS N[TH APPLICABLE FAPIISIONS OF RDS (NATTOXAL DESIGN SPECIFICATION PC9LtSHED BY INE ASERICAR FURESf ASD PAPER ASSDCIATfON) ACD TP). ALP[Ai 91 i0 ¢i TC LL TC DL BC BC OL B C LL TOT . L D . 16.0 7.0 7.0 0.0 30.0 PSF PSF PSF PSF PSF REF R427- -72346 DATE 12/09/97 DRW CAUSR427 91343004 CA -ENG PBC/ GWIf SEAN - 10690 DUR . FAC . 1.25 FROM MO /�� Etlgimeared A958 B ub. SOt�rmltq CA9S826 fAAVICTOXS ARE MARC OF TOGA ASfn A651 CUT SAM 91EEL, ALEFT AS NOTED. AInT CONNECTORS TO EAG'' FACF CF TRUSS. AND MISS OTHCRNISE LOCAILD ON IVIS OES162, POSITION CONN[CIORS FER OAAYINGS 121. L'.9 AU l6O A4. AR WINTER'S SIAL OA THIS SPASM APPXIES ONLY FO FQ PISI6Y Of THE MUSS OEPICEE9 r[6E AND SHALL NOT Of RELIED UPON IN ANY OTHER RAY. �yy• W t SPACING 24.0- PLAN REVISION Please complete the following information in order to process your submittal. if this form is not complete, correc and legible, it may cause a delay in processing. Owner's Name��/l EA, _ _ Received B2Z Date: A.P. #: 3 — % 0–D — j� a �Permit t cF7 e' Time Contact Phone Number: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering j ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ! ❑ Requested By Plan's Examiner - Examiner's Name: L1- Other: If you are revising a plan which has already been issued, submit. two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: 1 ❑ Mail to Owner at this address: % Mail to Contractor at this address: 1 ❑ Call O'Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ As requested on permit application data sheet. Revised Plan Check Fee: 0$46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. A/V/ h 2 - - � �,' t =S ca/l0 owe&/- -to f`l� 7 PC -V. pk Ye e- - CERTIFICATION OF INSULATION SIC -303 0 ATTIC COPY ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT M 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. i MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R•VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE -INSULATION CONTRACTORti TITLE DATE \0" ` 'lam' MANAGER �y I 7 SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 0 ATTIC COPY 1911111111pr COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE XxUiAl s 9� Ip"rl OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. n F;A,,Is<I 57'lCe-o Date 1-20-9,6 Inspector REV 10192 COUNTY OF_BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE AXAIVV-� 67 -7 - OWNER PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Q !R455 �'ZS t �� 'Tl1 Ego A/ Arco¢n.:�C-� Date -0 Z 9 Inspector REV 10/92 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) J APPLICATION AND PERMIT �t'1` 1 K�71 ASSESSO R PARCEL NUMBER - 034-100—MIS ZON'NG AW BUILDINGPERMIT OWNERTELEPHONE , INS SO. FT. OCC. BUILDINGVALUATION 890 R 48,060 OWNER'S MAILING ADDRESS 803 LIBERTY LANE, CHIM. CA 95928 248 C CONTRACTOR'SNAME Vt11U1 I TELEPHONE .224: CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 91,284. ARCHITECT OR ENGINEER GRW PEM LICENSE NO. C2_1 283 Filing Fee $ 20.00 Permit Fee $ 423.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 1907 MANMOVE AVE., SUITE E, MIGO Plan Checking Fee $ BUILDING ADDRESS 803 LIBERTY LAME, CHIM Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 74A78 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling -Fee 20.00 USEOFSTRIUCTURE SF IZDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap r, 7.00 49,00 Solar or heat pump water heater if 23.00 Water piping 15.00 15,00 Each nas water heater or vent 15.00 TYPE OF'NORK New ❑ Additionj} Remodel Q](Utilities C Installation ❑ Other ❑ Describe Work: KITCHEN REmDDEL,BEDROOM ADDITION, BREAKFAST RM ADD, & NEW 31CLOSED PORCH Gas piping system 1- 5 outlets 15.00 15,00 Building sewer 15.00 SJ Mobile Home T G I W 1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service Toon oa LEss 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, ( 9 ) and my license is in full force and effect.powER License Class Llc. 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. 1K1, as owner of the property, am exclusi./ely 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. SO OR ADDNS. ( a Acc. BUDS. 3.5,,s 31.15 NEW CONST. MULTI -ML.- NON-RESID. H97.50 APPARATUS . SINGLE OUTLET CSR. Ex. Occup. OUTLET OR FIXTURES ens@': o Ex. Occup. ours RES D.OEA 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE t • WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one M the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by suction 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 performcnce of work for which this permit is issued. My workers' compensation insurance :arrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating • Cooling Hood 6.50 6.50 Ventilation 13.50 PERMIT FEE $ 75.00 Policy Number (The above sections need not be comphted if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the Nork 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 acree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X / lrJd Z� _ Date Z, Signature of Applicant - ❑ Owner ❑ ConTactor VAgent 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 $ 46.00 occ CONST. TYPE PTOTA�LFEE $ 1 027.93 HAZ. � D. FEESMP COF PARCEL y 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. By.�Date PERMIT EXPIRES ON �(,. Oate Receipt No. 224033 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIJK-INSPECTOR GOLDENROD -APPLICANT V=OK O = Not OKNot `=Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s f 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / PL'fL MISCELLANEOUS Date / /Nat or/ M'7L/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.: Posts-Beams-Rffrs.-Connectors Shthg.-ft.Bracing Date Card B-1 Data Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Sbe-Spacing-Marriage Line 3. Gas; MH TesVDernand Value -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water* MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/0 to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 4. Elec.; Receptacles and Lighting, Distance-GFI 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 RequirementsSetbacks-Easements 2. Footings: SoilsSize-Deplh.Spacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.: Posts-Beams-Rffrs.-Connectors Shthg.-ft.Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fong.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps-Doora-Landings 12. Braced WaILPanels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. PoolStructure; 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. -}seater 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. 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 r ✓ = OK 0 O a. Not OK - = Not Applicable * = Not Ready Date UNDERFLOOR (Pleas) OK except #'s ing-Setbacks-Easments-FloodSlope ,f tg., Main; Soils-Elec. Gmd. / P Fig. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /"Fig. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Ste IIs, Main;*Steel-Blockouts-Wrapped 6. Amwalls, Garage; Steel-Blockouts- Wrapped . Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Pie ireplace Ftg.-Steel 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. Pienum.�A Ducts; Clearance -Material -Support -Ins. `— ersSills-Anchor Bolts -Joists Vents-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. e . Htr.; Vent Access -Combustion Air Baffle er Pipe; Test & Anchor -Nail Protection D.W. Fittings & Anchor -Nail Protection ower 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 "tune & Transformer Clearance -Ins. Protection lec. Receptacles Spacing-Liahts & Switches at Doors RESIDENTIAL (Single & Duplex) 66. Size Boxes & No. of Conductors Staoled W Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fastners-Bond Gas & Water .28. 2 Ad oliance Circuts in Kitchen & Conductor Size GFI �(Subfeed Wire Size /-7J ga. Cu oft .C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven irc. / / ga Cu or AI nsulated Neutral a Yes 0 No rvice-Riser Conductors & Ground -Main Disconect quip. Clearances Panels -Motors -Meth. Epuip. es Closet Light -Shower Light -Spa Light M,nmoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ,eMECHANICAL (Permit) OK except #'s 7615A.O: Ducts Insulation & Support Ve t -Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade . Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Om__s)i Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Hard B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Or S" s'Proper Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound .,Bearing Walls over Girders & Floor Nailing Stop in Walls (rat proof) Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Ae-ms-Size & Bearing (Continued) W.Pring. Joist-Rftr. Ties-Punin-roff Brac: TrussShting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat clearance .40 Access; Size & Romex Protection -Draft Stop -Ins. Baffles drn. Windows or Exiting Doors -Sill Hgt. & Dimensions rage Fire Protection Framing rty Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 Exits S6irs; Width-Headroom-Rise-Run-Landina-Fire Protection 55!,,Plywood on Roof Overhang -Attic Vents -Rafter Outriggers V. Xing -Nailing Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access A razing Area -Glass Protection-Skviiahts-Plastic 17 J.11k'!7 1691'Bracp Interior / FaAWrior Wall Panels Date 11V Iq lG1 "1 Card B-fdVV 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 6S-TU—mace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection oom Exiting &7. G.F.I. SAqth Fixtures & Tub Access -Spa Efec. Trim & Subpanel, Breaker Sizes & Labels Lairs & Rails ireplace or Stove, Clearance -Hearth e7177elec. Outlets at Wood Panel, Int. & Ext. rt. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance A-Slec. Outlets & Recepticales at Kit. Counter ---?--Garage Fire Door; Swing -Landing -Closure C. Duct in Garage-Damper ---M-Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 46-PtS—Elec. & Mech. Equip. Listed for Location --71.-Elec. Receptacles in Garage G.F.I. -Romex Protection sulati n -Foam -Looked in Attic 30. Guard rails & Deck Construction -Post Caps Q ens & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes --�E .Following Insttd./Drive 0 Yes 0 No/Walks D Yes 0 No/Planters 0 Yes 0 No \ Stucco Brown -Finish —A4. A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings c_116 -Mater Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.FI. Receptacle -Underground on Throught House L_Qk ee•Protection Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric VSewer Connected -C/O to Grade -HD Approval gy 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: COUNTY CF BUTTE f BUILDING DIVISION • DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chicc, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is comple d. If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. //Vice D6 d D A/A-�' ig07 ia,S SS7-6 5 KCv lu/DL