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Home My WebLink About040-370-013. a 4: t t f a 40-3L13 Earl Herring 153 Estates D 1t 58, Lincol Park ': CLARK, tNeil 474=72B. % 369-72P Sub, Chico �� t` - .. contra Jay Allspaugh, Chico - - - , '"Permit #4825-80B,P,E,M(additTE 0-37=13 r �-� r __153 Estates Dr.,Chico040 37-0-013 `99 '2075•CNTR: Everett Gordon; ChicoMARTE);ARO; Carl'r , (new single family)T53'Estates Drive; `Chico((reroof/ektend, front.,entry)- 040-370-0131 02-0625 MARTELLARO, Carl E Y ,' ��' 153 at Dr:; Chico' v. Cont`. Tim Surminski Add 6a_'rage & Conv Ex Garage to'lvng } 1 4: Z-� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541PEg MIT NO. (Rev. 12/96) " APPLICATION AND PERMIT 0o'2--0G'j ASSESSOR PARCEL NUMBER 040-370-013 ZONING R-1 BUILDING PERMIT OwTarl Martellaro TE 343 -8711 SO. FT. OCC. BUILDING VALUATION 585.99 U 10 547.99 -R OWNERS MAILING ADDRESS 153 Estates Drive Chico CA Inv 18:200.00 DO TimRSerminski Chico TELEPHONE $64 U 15 552.00 remodel ast 21 730.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ 5 4 2.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 441.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 286.98 BUILDING ADDRESS 153 Estates Drive Chico Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 771.48 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ]I Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 41 7.00 28.00 Solar or heat pump water heater 23.00 Water piping 15 00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition )7 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: add garage & conv ex ,garage to living spac Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 108,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zaDA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 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.PSINGLE License Class LIC. NO. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law r 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 Main Service ?DOA TO 1000A 46.00 NEw CONST. DWELLING OCC. C3.5Qso ADS.I OR ( coNsr. MuicrC. NON-RESID. BIM CU @7.50 b OUTLET OWER APPARATUCIR.s 20 Ex. Occup. OUTLET OR FIXTURES BAL Q'.0 OWNER . Ex. Occup.uTLersFU(ED APPoRLNSEBID, OER w 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ $1.60 MECHANICAL PERMIT Fling Fee 20.00 Heating 19.0o .15-00 Cooling 15.00 15.00 Hood 6.50 Ventilation r -.5-0 4.50 PERMIT FEt S 54.50 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.) Z""1certify 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 La or Code, I shall forthwith co y w tho provisions. S XJA&<A;E_ Date 0 _ Signature of Applicant :, 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 $ 46.00 0 R3 U CONST. TYPE VN HA2 D FEES TOTAL FEE $ IMP CDF PARC PD D UE 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. Q By D e D� PERMIT EXPIRES ON (Dit,) ReceiptNo. 343587$283.70/ 353379 $ 777. RR WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Feb 01 02 08:13a P. 1'. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541E MIT NO. iRev. 12/96) APPLICATION AND PERMIT �- C5(g,;) � ASSESSOR PARCEL NUMBER z BUILDING PERMIT -OWNER TELCIPHONE ----- SO FT OCC. BUILDING VALUATION OWNERS MAILING ADDRESS w a JI._ /• n • ci�- A JI_ . CONTRACTORS MAILING ADDRESS CONS TRVCTION LENDER LENDER'S AWING ADDRESS ARCHITECT OR ENGINEER ARCHTECT OR ENGINEERS MILLING ADDRESS -euaowo AooREss r +lam LaU L . LOT NOL SUBDNISIONSNAME Z4 _ 'S ki )3-7 PARCEL MAP �� USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Additi-A Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _ -5..71` 1 •FEE PAXb SHERIFFSRA oirm AA ouw Itece EO � �Q *Ncgz T NV"M * TO to rvr =NTD COMMM Permit Fee Plan Checking Fee o. Energy Plan Checking Fee PERMIT FEI PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G I W Ex. Occup. OUTLET OR FMAES FUZED APPLNS. OR Ex. Occup. otrn., IReSID.I EA Temporary Service _ Mobile Home Facilities PERMIT FEE MECHANICAL PERMIT Hood Ventilation (ling Fee 20.00 7.00 23.00 15.00,16, co 15. 0 0 15. 0 ..7 15.00115,00 (920.00 - PERMIT FEE ELECTRICAL PERMIT Main � OOOV OR LESS .Service 200A OR LESS Main Service ( 200A TO Io00A ) NCW CONOT. / DWELLING OCCUP. \ Ex. Occup. OUTLET OR FMAES FUZED APPLNS. OR Ex. Occup. otrn., IReSID.I EA Temporary Service _ Mobile Home Facilities PERMIT FEE MECHANICAL PERMIT Hood Ventilation (ling Fee 20.00 7.00 23.00 15.00,16, co 15. 0 0 15. 0 ..7 15.00115,00 (920.00 - 06 CYI'V ig Fee 20.00 23.00 46.00 3.5¢FT.. 07.50; —_ 5.00 23.00 _ 20.00 23.00 g Fee 20.00 I i9V 11 � •c°J 6.50,; PERMIT FEE I S J Mobile Home Installation Fee I $ Energy Inspection Fee I S , od N, TO AL FEE $ HAZ. �1 f]009 COF PARC ' I I SUE •�-'\d 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 Receipt No. PERMIT EXPIRES ON WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROD•APPLICANT Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION {--,7 Cbunty Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 t PERMIT APPLICATION DATA SHEET # OWNER: 4JI �r,4 (L . ASSESSOR PARCEL NUMBER Proposed Building Use: A�f. (71 1AoIIfI`.C14 UIS/GY] Counter Technician: Date: 113 01— Items required\innoorder to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ' 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. #3.. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4 Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans,. (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. o Items r uired for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be 7lood and returned to the plan revreV-line- -when-required items are received. �6/KCJ— Q 'Dateeceied By Elevation Certificate, wet -stamped and signed, in duplicateoY s`^' ............I -jO ❑ 9. Plot plan and business license approval from the City of Biggs .................................... 0`10„ Letter of intent for non-residential buildings ......... :................................................ ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Haft rdous Material Form .................................................. �........................... s ❑ 13. Othtbr Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Tees as shown on the attached Schedule of Fees Due Sheet ....................................... 3. Statement of Intent for Non -heated and A/C Buildings ................................. �.......... . �AFI-6.t Sanitation and plot plan approval from the Environmental Health Department in I G 9 ❑ 17. �G1 of Chico Plumbing permit......................................^.................................. ❑ 18.1 California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19.' Planning approval for (A) Use: 0 K (B)Parking: (C) Parcel Check: ".I 3—^L(o—( 'L t� ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... G ❑ 21. Encroachment Permit for drivewaom�the Public Works Dept. (construction approval prior to occupancy). 22. re -Inspection for required ................ 23. Contractor's license informationANumber, Name Style, Classification) ...................... i . 'Worker's,'Compensation Carrier and Policy Number ..............:.............................. I 'tW S. Owner -Builder Verificationl(O'Given to owner, ❑ Mailed to owner) ..................... ❑ 26. iLetter of Signature authorization ............. '..................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement, ................................... T� ❑ 28. Manufactured home utility clearance........................../.................................... ❑ 29. Existing violations and/or expired permits .......................................... `............. K31* 0❑Gran�eed, �'M.H. Title/Statement of Facts,Letter from -Legal Owner, ❑ Cbeck to H.C.D. $. Other: P O d1`'eC11 I i'1 h C When Issued Telephone W ,and hold for pickup - I have been info med of theAbove items and requirements for obtaining a building permit. Applicant. 1. Index permit application for the above iiems numbered: Ian Check Lett 2. Additional items required Ii Contractor, designer, owner, was advisedof the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab ve data by ❑ phone, l © mail, ❑ coun,t^e�z, b Date: Plans reviewed by:Date: . Oy Plans approved by: I r ` Date: Structural reviewed by: Date: i Structural approved by: Date: Note transfer by: Date: Yellow: Building Division S tx E.}i. USE cid 7 P ' !� Piot Plan Annchad l Haas pian Attar d J y. Sant to ®.D. TO: Building Department FROM: Environmental Health h� J SUBJECT: Sanitation Clearance SGfi"->1� Al, 1s:-3 ZSS/ p� 41567 — 3,?67 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other OZLQ= '4-WZ Final clearance O.K. for: NOTE: 7z;gt a , loa,- Environmental Heath Specialist 8/96 13/c;xO/In�z Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER U, PROPOSED B ',ILDING USE • RA COrl U r 1 ) r� ra� f Al. BUILDING PERMIT FEES - Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ A.P. # aI YO. 3 -KJ DATE ,� RECEIPT # DATE REC SCHOOL DISTRICT FEES (LD l 1V1('►'1 LTJ (�t'� (�l (S �� ' I , �� (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.). . Sq.Ft. x $0.03 = $ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x -. I = $_ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT1EES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 311,1-, Pursuant to Government Code Sectio 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) OWNER -BUILDER VERIFICATION Attention Property Owner: An `owner -builder" building permit has been applied for in your name and bearing your signaum. Please complete and return this information at your earliest opportunity to avoid 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 0 2. I HAVEkj�—)HAVE NOT 13 signed an application for a building permit for the proposed woo& 3. I have cofitracted 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: PHONNE: 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 e ER DATE: _ 0 v' NOTE. This Owner -Builder Verification isrequired by Section 19831 and 19832 of dw California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property 0—ner: An application fora 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 S300 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 insurace 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" 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!�M rely, el C. Vi Ira, C.B.O. ger, Building Inspection NOTE: Tris Owner -Builder Information it required by Secdon 19810 of the Californ14 Health and Safety Code - OVER Ate FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under building permit application number: Da Q(Oa.Sat the location of J S 3 )Dri V C__, Assessor Parcel Number: D `O - 370'- O 1 for the construction of an addition CcvV►✓evsion) for Nfxg -m n!)r., 6wt,6 . 4 /Ic,wc) V does not equal or exceed the definition of "Substantial Improvement '". I am aware the building site is in a flood - plain area, even though I am not required to comply with the flood plain management criteria. Property Owner:42.z Address:_ PhoneNumber: S -3 y E-1.3 - -rs- 24 Date: rli w �- Substantial improvement is defined as follows: Any repair, reconstruction, or improvement of a structure, the cost equals or exceeds 50% of the market value of the structure either, (a) before improvement or repair is started or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate cost. l �rrF DEPARTMENT OF DEVELOPMENT SERVICES °0 BUILDING DIVISION 0 7 County Center Drive, Oroville CA 95965 Phone (530)538-7541 �o Substantial Improvement Worksheet for Projects within FEMA Floodplain APN: Q Q- 370 — Q 1 3 Existing Building: DATE:g- 2(o .02 - USE OZUSE AREA SF -VALUE TOTAL X (o x tu .8.00 = 1(',.33-a 50 U P ti Z) x � -x • 36 _ 05�5 . oz) Wt vi�iA x a7 31 x 64.607Y. X x = X x X x = X x = (Existing Structure Value (ESV): 1 1-1 -2- , cen Proposed Addition -Remodel USE AREA SF -VALUE TOTAL - x x vin x _ 10 x = l Zo n j4 J X x = X x - X x = X x = Remodel Contract: 21,750-00 Im rovements Value IV): 1 55, L/P Improvement Percentage = IV = G 0,00 ESV 5 .OD If improvement percentage equals or exceeds 40 %, an appraisal is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new Improvement percentage will be calculated. If improvement percentage exceeds 50%, a substantial improvement exists. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) I School District ' P Building Department No. A.P. Number U `t D 70' UJurisdiction: 0 City ®County Property Owner �• V yid n, P (� a r p Property Location/Address 1 J iLT.Q �_ �%'I(%!✓ Subdivision o L �.r�L J�d�7 Lot No. 15 O Residentjal Development No of Living Mobile Home Units Installation 04 Commercial/Industrial New Addition Building Department Representative rioor rians reviewea oy scnooi uistnct t 0 Addition/ 'Supplemental to Conversion Permit # :.................................. .... ............................... '(No foundation inspection) ................. ............................. Footage rioor rians reviewea oy scnooi uistnct Date District Identification No. U' 0'5;- J -7 J Cf / School District certifies that r (Applicant) / J cz&&� (Street Address) * has complied with the requirements of Resolution No. th representing �% 10— square feet. School District Paid by Check # Remarks: �i5 -5; 2a/ (Phone Number) (State) (Zip Code) by payment of $ I + AB 2926 $ FULL MITIGATION $ �-JbZ 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 fro,;�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.As (10/98)dmm April 17, 2002 Carl Martellaro 153 Estates Drive Chico, CA 95928 9 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-370-013 Building Permit Number: 02-0625 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Please provide a contractor's estimate for all remodel work. This is to include any demo work, new bathroom, counters and cabinets in exercise room, new closets and new roofing over the existing garage. Provide two copies of the truss layout -you can get these from the truss company. /3: Correct square footage of garage is 864 square feet -fees have been adjusted. Further adjustments will be made after contractor's estimate is received. Provide location of new heating and cooling units. If located in the attic, you must provide a truss that has been designed for these additional loads. f3 Plot plan notes this new room as "guest quarters". Guest quarters are limited to 500 square feet by zoning requirements. Please remove this designation. You must provide a dimensioned floor plan of the existing house, including porches and covered patios so that we may determine valuation of existing house. If it meets the requirements as less than a substantial improvement no further action is necessary. If further documentation is needed after reviewing house plans we will contact you. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 1 of 2 Martha Christy Plans Examiner Bob Heaton 2 of 2 PLAN REVIEW RESPONSE FORM :n order to expedite the review of your plans, please complete the following information and return this form with your re-submittaL If :.his form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid :sponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: -- ' MA -4 rFa4,4,- .ASSESSORS PARCEL NUMBER PERMIT NUMBER 320 - 0 (3 02 - D& ZS RESPONSE FOR PLAN CHECK LETTER DATED: n ' At Lt L /-T v PLAN CHECK ITEM # RESPONSE • • ZZ 01 • dT afflll WV, PLAN CHECK ITEM # :RESPONSE -Y: LOCATION . N PLANSICALCS:,57 A I,--/ • /�.^ �1•i� _�1 / ✓ice .�/.! z� WV, NMI FIM111MIN, i _s.� CHECK IT;# RESPONSEPLAN ----LOCATION-ON • /�.^ �1•i� _�1 / ✓ice .�/.! z� ,J ir��M �%�i _s.� OMMENTS: ;PLAN CHECK ITEM # t COMM RESPONSE Y: ON P LOCATION ON PLANS/CALCS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # IRESPONSE BY: (LOCATION ON PLANSICALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM #�~ RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSJCALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: it"y 0 0 • April 17, 2002 Carl Martellaro 153 Estates Drive Chico, CA 95928 Department of Development Building Division 7 County Center Drive Oroville, CA 95965 (530)538-17541 (530) 538-2140 FAX Assessor Parcel Number: 040-370-013 Building Permit Number: 02-0625 Services Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: MvX . Please provide a contractor's estimate for all remodel work. This is to include any demo work, new bathroom, counters and cabinets in exercise room, new closets and new roofing over the existing garage. AWA1 Provide two copies of the truss layout -you can get these from the truss company. (/a Correct square footage of garage is 864 square feet -fees have been adjusted. Further ee_ adjustments will be made after contractor's estimate is received. 4. Provide location of new heating and cooling units. If located in the attic, you must provide a truss that has been designed for these additional loads. 5. Plot plan notes this new room as "guest quarters". Guest quarters are limited to 500 square feet by zoning requirements. Please remove this designation. 6. You must provide a dimensioned floor plan of the existing house, including porches and covered patios so that we may determine valuation of existing house. If it meets the requirements as less than a substantial improvement no further action is necessary. If further documentation is needed after reviewing house plans we will contact you. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. , 1 of 2 w aA*l Martha Christy Plans Examiner 0G; Bob Heaton 2 of 2 PLAN REVIEW RESPONSAORM n order to expedite the review of your plans, please complete the following information and return this form with your to-submittaL If :his form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid esponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGVM PLANS. OWNERS NAME _ . _ DATE: I' ca ASSESSORS PARCEL NUMBER PERMIT NUMBER 0 RESPONSE FOR PLAN CHECK XETTER DATED: t7. 2�v"Y PLAN ECK ITEM # RESPONSE BY: LOCATICN ON PLANS/CALCS: CO M NTS: PLAN HECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: co MENTS: PLAN CHECK NTS R LOCATION ON PLANS/CALCS: (PLAN CHECK ITEM RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: IRESPONSE FOR PLAN CHECK LETTER DATED: I 'I PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANSICALCS: PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS./CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 0 0 a FROM :�-tAgm „J5 gs�a6 65 A/o TO 4.4. 2 O C��"moo INQUIRY NO. DATE a? - / S - v a� TERMS DELIVERY PRICES QUOTED ARE F.O.B.: AMOUNT DI�OTED`BY 1�./ TOPS ® FORM 3448 LITHO IN U.S.A. February 12, 200A Trojan Truss Company P.O. Box 85 County Road 25 between 99 West and I-5 Orland, CA 95963 RIE: Trusses supporting A.C. Loads MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 6318225 TELEPHONE (916) 631 7811 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have an ns, please call me at 1-800-772-5351. Q� o Sincere,�� Fy 19 Redo y,°-04 Chief i� CNII r Western q CA.,fv Ry/ek PROJECT PROCESSING RECORD Applicant: 0-01� -- Owner: A.P. #: (e) 4 0 – 3 ?o --0 C3 . Permit #: h ;z — O Work Description: Date Description of Step or Status -Fkod Jv-cla�&-n NOTES RE6I®ENTIAL 1040-37-0-013 99-2075 BE PERMIT NO. ;-MARTELARO,- Ca- ij """"" '-` 153 Estates Drive, Chico (reroof/extend front entry) Surmins] 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY ./=OK' 0 = Not OK = Not Applicable - MOBILE HOMES = Not Ready - Date MOBILE HOME UTILITIES (Plans) OK except #'s 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) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Dater Card B-1 Date N,% Card B-1 1--%\ Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVVM,-CARPORTS GARAGES (Plans) OK except #'s Zo ' g Requirements -Setbacks -Easements % ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. 9. Ele jopc- rmg.; Sills-Anchors-Studs-Rftrs-Trusses Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date % Card B-1 Date Card B-1 Dat 2V_ -LX Dae t Card B-1 Date Card B-1 FINAL (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/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-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 y Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready Date Underfloor (Plans) OK e RESIDENTIAL (Single & Duplex) 2. Ftg., Main; Soils-Elec. d.-/ /" Ftg. Depth 3. FA., Garage; Soils= eel-Elec. Grnd.-/ /" Fig. Depth Ftg., Porches & ecks; Soils -Steel-/ Ftg. Depth 5. St mwa s, ain; Steel-Blockouts-Wrapped 6. S s, Garage; Steel-Blockouts-Wrapped 6a owns and Soecial Anchors Date M0 9. 10. 11. 12. Piers -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Date 51. Card B-1 Date Card B-1 Date 52. Card B-1 Date Card B-1 Date 53. 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 Date 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors Comments at Final: 60. Brace Interior/Exterior Wall Panels Date 61. Card B-1 Date Card B-1 Date 62. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date ��- ,2 23. Fixture & Transformer Clearance -Ins. Protection Date 24. Elec. Receptacles Spacing -Lights & Switches at Doors Date 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or AI Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels -Motors -Mach. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 72, Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date 75. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes Date 82. Card B-1 Date Card B-1 Date 83. Card B-1 Date Card B-1 Date FRAMING (Permit) 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 84. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Wing -Nailing Veneer JM12 FF Date 9 . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access- BliiC Date 58. Glazing Area -Glass Protection -Skylights -Plastic Date 59. Shear Walls; Nailing -Bolts Comments at Final: 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date ��- ,2 Card B -1()J5 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 -Connector - 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. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles 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 (F.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 Q Yes 82. Following Instld./Drive ] Yes ❑ No/Walks 7j Yes D No/Planters D Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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 OF -BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 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 sh Id be corrected. Please notice this office when correction of work is complete If you ny questions pertaining to this matter, or need additional explanation, please c�ryt ycct ice immediately. Date ��' Inspector REV 10/92 4COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT R9 "z - ASSES SOAPA,RTTL1 l/ BERlJn�Il 3 JJ ZONING BUILDING PERMIT OWNER CART, MARTFILARD TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 20 000.00 __891-9994 . OWNERS "UNG ADDRESS ESTATES153 54 C 702.00 CONTRACTOR'S NAME SURMINS Y CONSTRUCTTON TELEPHONE 891-1290 CONTRACTORS MAILING ADDRESS 1189 14TILVIEW WAY 919 -97 -in CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 20.70 0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 216.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 140-40 BUIbR,lNdADDRESS Energy Plan Checking Fee $ 151 FSTATF-, $ PERMIT FEE $ LOT NO. SUBDIVISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unifies ❑ Installation ❑ Other ❑X Describe Work: STRIP OLD ROOF, REROOF WITH TILE EXTEND FRONT ENTRY 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 2a.A OR 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, and my license is in full force and effect. /� �}, License Class - 1 Lic. No. 5(.;)5170 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. I am exempt under Sec. Business and Professions Code for this reason Main Service TO LOO 46.00so WEE200A NEW CONST. DWElLNG OCCUP. U OR ADDNS. ( a ACC. BLps. SO 3.5¢FT; NpµpOSID. MULTI -OUTLET 97,50 7.50 FOWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES 20 @ I'50 BAL_ @ .so Ex. Occup. o ETS R'.16.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 27.50 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 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' comp sation laws of Msand agree that if I should become subject to the wrorke ' compensation section 3700 of the Labor Code, I shall ithw Com y i;h ; on \,.—� �yp— /y�r�ey1�� Date-,=qL:/ Contractor ❑ AgeCI Si ature of pplicari - ❑ Ownrt.ati,,ns An OSHA permit is required for exc over 5'0" deep and demolition or construction of structures over 3 stories in heig Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE403.90 TOTAL FEE $ HAZ. D. FEES IM FLOOD CV7%,D (iD ISSUE This permit is hereby issued under the applicable of the Butte Coun Code and/or Resolutions indi t e f Which fees have been //` ^ By /'�— p PERMIT EXPIRES ON provisions to do work paid. ate 9Lf p le rReceiptNO. z,�ib 2 -ZS J WHITE-D.D.S.-B. D. A A -A 5 PINK-INSPECTO GOLDENROD -APPLICANT 1•COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT' NO. (Rev. 12/96) APPLICATION AND PERMIT Gl9- 20 7 - ASSESSOR PARCEL NUMBER _ 77v -0 t 3 ZONING n . BUILDING PERMIT OWNERTELEPHONE C d4 ELL z _ 1 � � SO. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS y "CY� CONTRACTOR'S NAME TELEPHOjNEE� CONTRACTORS MAILING ADDRESS / Cis i-1,11 w� j tcl 2750 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS —Fireplace 6 Total Valuatlon b / ARCHMPR ENGINEER L rj ems, fioNJ LW—:47 LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGWEER'S MA1UNQADORgSS 2?0±14a. — A c/ Ck CU Plan Checking Fee $ SULDING ADORESS r 3 Energy Plan Checking Fee $ S PERMIT FEE iO LOT NO. SUBDIVISION'S NAME _ PARCEL MAP PLUMBING PERMIT MlIng Fee 0.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECWY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 /TYPE OF WORK New ❑ Addition ❑t�Remodel A Utilities ❑ Installation Describe Work: JT�t � ,Zal, IT . .� Cx'7Ei�1� ��J 4— �nJ i 7Ey Other ❑ YV,7-N ��. Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE : ELECTRICAL PERMIT Fling Fee 20.00 Main Service oa UEss 23.00 `— -- - -- - — - - — ' Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADONS. ( & ACC. BUDS. 3.50 NON-RES D. MULTI -OUTLET (_W7.50 POWER APPARATUS & SINGLE ovnzr CIA. Ex. Occup. OUTLET OR FUTURES 200 1.00 SAL 9 .50 D APPEx. Occup. G,m s MESS'i..) 5.00 —Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TO AL FEES 3, HAL D. FEES I FLOOD tCD EL PD I 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 ro ;1MiPg}F' 7-t71+^".l:Rj�'%'fit'fj:,,.jr1i�7"��pd'N'4i�A"'ri,.i'tr w• 4i{r+«i3':rr C0lr1,VTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 4A(- il'1 A-/�-t CLL.m.�t.0 ASSESSOR PARCEL ER: �Q - 3 7 0 - .6 1 3 Proposed Building Use: $F (Lo-t>�' Building Inspector: Date: S- 7e57 At time of permit application, I was advised the following data must be ubmitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------- ❑ 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $ )-a' 3. 4-6 ---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------------------------------ =1 12. California Department of Forestry plan approval/fees. ------------------------------------------------ ❑ 13. Flood elevation certificate.------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval 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). -- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). -------------------- C1 22. Workers' Compensation carrier and policy number. ------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------------------- 1124. 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 $ 030. Other: Wh ou issue the Derrrtit, 9processs as follows ❑ Mail to owner, ❑Mail to contractor. Telephone l v and hold for pickup at of Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Date: By: (Date) 1. Index permit application for the above items numbyre(I ❑ Plan Check List 2. Additional items required: // rJ 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: 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, ❑ Buil ' g r4ision counter, by D e: Plans reviewed by: Date: Plans approved by: Date: Z/ Sets of plans on hold in ❑ Plan Cabinet, ❑'A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Pian Attached Floor Pian Attached Sent to S.D. " —17 -TA? /1.3 f.e &4.s is . 040 370 -013 Owner Location AP# Plan Approved for: Sewage Disposal X- Water Supply: Public Private Well Clearance for +ng. the CoVeA�V-zC ./n.cnat-" p-•-tty ndot *rkg 4� . Hold final for: Final clearance O.K. for: NOTE: r: /ZCIf3 i- l7-99 Environmental Health Specialist Date 8/96 L Ol i 00 _L.F NO, 04-0--3-10-013 (00 OF -9�-.)-56VTIC 'TAN IL 'ST - CtU-4p-T 2. -PLOT - PLAN: SCALE : I" - 20' - 00 Il' + 1 5_06 �°° ' _-CHICO CA, ci$g25 AP N O+ 04-0-5-10-013 _A-Dc)iTdON OF (�--56PYlc TAN i1- ASST _ olu4xTfl__ PIS G.EAG.t� LIr�IES - ....... 7-0 . �-ExISTINrx .-fZE51.b�NG� PLOT . PLAN: SCALE: 1" - 20'-00 [ 01443374 1 Customer : MARTALARO Wed Mar 13 15:16:51 2002 Project #: 312MAR Truss ID T1 Family TO 324 Span 36-0 Quantity 3 Top Pitch 4/12 ACES -32 ver.2.0, 61a (3/30/1999) PLATE OFFSETS .IX -LEFTY -TOP): [j2-6.31. (j5-3, 5). Ij7-6,31. [)10-3.31. (j13-5,31. BOTT CHORD SPLICES:11-12-5XSW/B: F [ 4-6-10 10-0-3 15-4-1 I 20-7-15 25-11-13 31-5-6 36-0 .2-0. 4-6-10 5-5-10 5-3-14 5-3-14 5-3-14 5-5-10 4-6-10 8X12 4X5 4X5 7X6 4X5 8X12 3X6 2 3 4 5 8 7 K6 B TROJAN 3X4 5X8 4X5 4X8 5X8 3X4 4-6-10 10-0-3 15-4-1 20-7-15 25-11-13 31-5-6 36-0 i 4-6-10 5-5-10 5-3-14 5-3-14 5-3-14 5-5-10 4-6-10 APPROVED ❑ APPROVED WITH EXCEPT 101VS AS NOTM L. HL TO PK: 4-9-9 R. L TO PK : 4-9-9 LEFT HEIGHT: O-6 SPAN: 36-0 RISE: 2-6 RIG T I-IE,fl8:RM§MT LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 3-4-0.272 TOP CHORD: TOP 2X6 No. 2 GtR;,E[a rrIj3 t7 B 16 15 BOTT 11-12-0.715 BOT CHORD:2X4 BOTT 0 8 LL . DEFL . @ 12-0.41 < L/240 WEBS No.i :2X4 STAN A:RD t13 ♦tl)dPt OW general SPACING Corj+I Ztll�Qi �I TPI95 REPETITIVE STRESSES NOT USED G O. OFMEMB nERS -� IO the contract tMellelt)r1 L An IdW DEFLECTION (IN.) L.L- 0.41, D.L-0.60, T.L-1.01 shown is suytlet•tf 04 "IlliMlitllo REACTIONS, SIZE: 1--2838, 3.50 B-2994.3.50 - UPLIFTS (LBS): B-20 of the plelle wd SpIKKIMttMM• Ow HORIZ. (LBS): 1-2 tTe,'tlf'S fetPelM{tpltly 1.0 4 M Is FORCES - LOAD CASES !fit Mollie# * dilelelsielle *JA twit ' TOP CHORD: 1-2--7539, 2-3--12636, 3-4--15329, 4-5--15329, 5-6--15329, 6-7--12636, 7 8�;61fon# MW Te�M y 7065, BOTTOM CHORD: 8-9- 9-10- 7065, SO -i1- 12636, 11-12- 15329, 12-13- 12636, NESS: 2-14- 158, 2-13- 5817, 3-13--1499, 3-12- 2818. 4-12--660, 13-14- 7065, 1 4-11- 0, 5bbftEdJ3j * w � fabrkidINPM 6-11- 2818, 6-10--1499, 7-10- 5817, 7-9- 158, eetcls tM ttthnipM Of wnel(uo- - LOADING STRESS INCREASE LOADING PANEL (PLF) / JOINTS (LBS) tlen; e00fal11etleei of kis Vwk with LUMBER PLATE TYPE that 'Of all ether t-adefi Wild 3etis- 1 1.25 1.25 UNIFORM 1- 2- 62 2- 7- 124 7- 8- 62 B- 1- 32 Ot hit: CONCENTRATED 2- 326 7- 326 factory pries am - TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG., MALL HGT. 10 FT, SLOG. CAT. I, EXP. CAT. C. 23 (15+8) NPSF 0 111 F N CE7-9t 3 MEMBERS NAILED TOG. W/1 ROW (S) OF .131x3 in. NAILS SO in. o.c.(TOP CHS.). AND 1 ROW (S) OF .13123 in. N TT. HS.) For Webs use i ROW of NAILS 12 in, o.c. ( f Architect TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD - CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS'- REQD) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESC) r WARNING WARNING Verify desintParameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 4 t Desiign va To for use only with MiTek connectors. This design is based only upon parameters shown ant! is for an Individual fto be, installed loaded,verucall Applicability licabilii - I Ct: '. N. ` u n kmne and . of.desi n parameters and. ro er.incor oration of., .10mpo e t is responsibility of building designer;- not lruss'de'signer. 8recmg shown for'lateral support individual, is of ovF tubers on1 rAdditional temporary bracing to insure stability during construction is the tesponsibfllty of the erector. �'M • : ' ` A,al per'manentbracing of5ne, overell�atruciure fs"theresponsitillityof the: b"wilding tlesigner. For general guidance �"' _gard ng1abricatioK, quality control, storage, delivery;erection, and bracing, consult OST-88-Ouality Standard, DSB- N�� - - �/, CIVIC , 8 i8rabing.Speclflcetlon and HIB •Handling Installation and Bracing Recommendation available from Truss qj - OF .n) x+Pla'tQ Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, InC. CAe1(ra� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -� 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. y8" `Z C J5 2. Cut members to bear tightly against each other. 0 �, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane U at joint locations. ' For 4 x 2 orientation, locate r a 4. Unless otherwise noted, location chord splices C8 C7 C6 O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE, preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. — - spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N - 12. Anchorage and/or load transferring connections F _ t to trusses are the responsibility of others unless = shown. im - 3 � r- BEARING 13. Do not overload roof or floor trusses with stacks .of construction materials. r t Indicates location of joints at `• - 14r Do not cut or after truss members or plate without which bearings (supports) occur. - MiTek Industries, Inc. s prior approval of a professional engineer. P pp p g r ® " ' T' 15. Care should be.exercised in handling erection and installation of trusses. ; HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAILQP s ( 01443375 ) Customer MARTALARO Wed Mar 13 15:18:54 2002 Project N: 312MAR Truss ID T2 Family 0 324 Span 36-0 Quantity 5 Top Pitch 4/12 ACES -32 ver . 2. 0. 1310 (3/30/ 1999) TROJAN PLATE OFFSETS (X -LEFTY -TOP): (j2-5.31. [j4-3.51. [j6-5.3). [j9-2.2.51. [jIO-5,2.51. [i11.3.2.51. 3: 6-6-10 12-4-3 [ 18-0 23-7-13 29-5-6 36-0 12-0, 6-6-10 5-9-9 5-71713 5-7-13 5-9-9 6-6-10 7X10 3X4 7X6 3X4 7X10 2 3 4 5 6 1X4 4X5 6X10 4X5 1X4 (18 GA) 6-6-10 12-4-3 18-0 23-7-13 29-5-6 36-0 6-6-10 5-9-9 5-7-13 5-7-13 5-9-9 6-6-10 K8 7 L. HL TO PK:6-10-14 R. HL TO PK 6-10-14 LEFT HEIGHT: 0-6 SPAN: 36-0 RISE: 3-2 RIGHT HEIGHT: 0-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L O TOP 3-4-0.362 TOP CHORD: 2X6 ' No . 2 GR OF -L Mia -171.147 TOP .16 15 BOTT 10-11-0.715 BOT CHORD:2X4 No.1&Btr GR OF -L BOTT O B LL.DEFL.@100.33 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LOMB a 1.25 PLATE - 1.25 SPACING ' 24.0 in. o. CUBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS a i DEFLECTION (INN L.L- 0.33. D.L-0.47, T.L-0.80 REACTIONS, SIZE: 1--1393. 3.50 7--1549.3.50 UPLIFTS (LBS): HORIZ. (LBS): 1-3 FORCES - LOAD CASE 01 TOP CHORD: 1-2--3372, 2-3-=IbI49, 3-4--5389. 4-5--5389, 5-6--4849, 6-7--3372. BOTTOM CHORD: 7-8- 3173. 8-9- 3173. 9-10- 4849. 10-11- 4849. 11-12- 3173. 12-1- 3173. WEBS: 2-12- 98. 2-11- 1804, 3-11--575. 3-10- 5B3. 4-10--350. 5-10- 583. 5-9--575. 6-9- 1804, 6-8- 98, TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,23(15+8) PSF OL,100.00 MI FROM OCEANLINE(ASCE7-9: TOP CHORD BRACING rr 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD - CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS,. WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS a MARK REQD) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. .7 5- t t1617t�NG} .Verify design pat @meters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE ^° ,gw r„ id.tor only:with MITek connectors. This design is based only upon parameters shown, and is for an individual "fie bupd+n �Qp ant to be installed and loaded vertically. Applicability o1 design parameters and proper Incorporation of F 4 co t(lp lent is: Q'poslbility of building designer - not truss designer. Bracing shown is for lateral support of individual y " r "Webmembets only!Additional temporary bracing to insure stability during construction is the responsibility of the erector. Effm w pze maner t bracing of the overall structure is the responsibility of the building designer. For general guidance e arm ,fab I ion, ualit control, storage, delivery,erection, and bracing,consult OST -88 QualityStandard, OSB- LB SB- K LBBrAciQ Specification, and HIB-91'Handling Installation and Bracing Recommendation available from Truss § Plafa I sutute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property. 13/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely_seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each o other. 0 �, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane O �'� " U at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C, C6 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. b. Unless expressly noted, this design is not applicable use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE esrfor prresere treated lumber. preservative AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor tn.isses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Indus ieS, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. rnn - ® PANEL HYDRO A/R ® CLIP GANG -NAIL ©1993 Mitek Holdings, Inc. 01443376 Customer MARTALARO Wed Mar 13 15:19:01 2002 Project #: 312MAR Truss ID T3 Family # 108 Span 36-0 Quantity 4 Top Pitch : 4/12 ACES -32 Ver.2.0.81c(3/30/1999) PLATE OFFSETS (X -LEFT, Y -TOP): (j6-3. 51. (j9-4, 21. 3; 6-6-10 12-3-5 18-0 23-8-11 29-5-6 36-0 )2-0) 6-6-10 5-8-11 5-8-11 5-8-11 5-8-11 6-6-10 5X6 4 3X4 3X4 3X4 5X8 3X4 9-5 18-0 26-7 36-0 9-5 8-7 8-7 9-5 (8 7 TROJAN L. HL TO PK:16-11-11 R. HL TO PK :18-1i-il LEFT HEIGHT: O-6 SPAN: 36-0 RISE: 6-6 RIGHT HEIGHT: 0-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-20.234 TOP CHORO:2X6 No.2 GR OF -L TOP 16 15 BOTT 10-1-0.533 BOT CHORO:2X4 No.i6Btr GR OF -L BOTT O B LL.DEFL.@9-0.14 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING . 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS i DEFLECTION (IN.) L.L- 0.14, D.L-0.20. T.L-0.34 REACTIONS, SIZE: 1--1393. 3.50 7--1549.3.50 UPLIFTS (LBS) : HORIZ. (LBS): 1=10 FORCES - LOAD CASE TOP CHORD: 1-2--3320, 2 -3 --NSB, 3-4--2144, 4-5--2144, 5-6--3018. 6-7--3320, BOTTOM CHORD: 7-8- 3126, 8-9- 2623. 9-10- 2623, 10-1- 3126, WEBS: 2-10--337, 3-10- 428, 3-9--730, 4-9- 1001. 5-9--730. 5-8- 428• 6-8--337, TRUSS CHECKED FOR BO M.P.H WIND, ENCL.BLOG., WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 23 (15+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TOP CHORD BRACING a 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED © 10'O"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 4NING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE for use only with MiTek connectors.' This design is based only upon parameters shown, and is for an individual nponent to be installed and loaded vertically. Applicability of design parameters and proper incorporation of - is responsibility of building designer - not truss designer. Bracing shown'is for lateral support of Individual rs only.. Additional temporary bracing to insure stability during construction is the responsibility of. the erector. ermanent bracing of the overall structure is the responsibility of the building designer. For general guidanc19! brication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- Specification, and HIB -91 'Handling Installation and Bracing Recommendation available from Truss . ute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek, Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 1 3/' ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8 C2 C3 J5 2. Cut members to bear lightly against each o other. o �, LC.6 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C, D plates 1/8" from outside edge of at 1/4 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. ' LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. i BEARING t Do not overload roof or floor trusses with stacks of construction materials. s! TM13. i Indicates location of joints at 14. Do not cut or alter truss members or plate,without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R PANCLIPEL ©1993 Mitek Holdings, Inc. GANG-NAIL •1 . . k 01443377 Customer MARTALARO Wed Mar 13 15:19:07 2002 Project: 312MAR Truss ID JACKS Family 205 Span 6-0 Quantity 1 Top Pitch : 4/12 ACES -32 Ver.2.0, 610 (3/30/1999) 2-0 6-0 6-0 TROJAN J L. HL TO PK: 6-3- 14 LEFT HEIGHT: 0-6 SPAN: 6-0 RISE: 2-6 RIGHT HEIGHT: 2-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2-0.235 TOP CHORD:2X6 No.2 GR OF -L TOP 16 15 BOTT 3-1-0.097 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O 8 LL.DEFL. < L/240 WEBS :2X4 STANDARD. GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L= 0.00, D.L=0.00. T.L=0.00 REACTIONS. SIZE: 1--379, 3.50 3--46.3.50 2--177.1.50 UPLIFTS (LBS): 1-102, 2-43 HORIZ. (LBS): 1-82 FORCES - LOAD CASE /1 TOP CHORD: 1-2- 0 2-3-.j BOTTOM CHORD: 3-1- 0, WEBS: SPACING : 24.0 in. o...CUBC 97-ICBO,ANSI/TPI95 NO. OF MEMBERS - 1' TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 23-(15+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED « 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. r ARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Ad for use only with MiTek connectors. This design ..is based only upon parameters shown and is for an individual omponent to be installed and loaded vertically.'Applicability of design parameters and proper incorporation i nt is responsibility of building designer — w• not truss designee Bracing shown is for lateral support of individual fibers only. Additional temporary bracing to insure stability during construction is the responsibility of the erectoi. 1.permanent bracing of the overall structure is the responsibilily of the building designer. For general guidance' T fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- ng Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Allute, 583 D'Onotrio Drive, Madison, WI 53719 MiTek-Industries, Inc. �M'AR'� t�5�2002 rlr�� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /s" C2 2• Cut members to bear tightly against each �/a o other. 0 & �,0 M7G.6 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane = 0v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in b. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber, AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 X 4. perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922. _ 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206,.86217,91-90 '. otherwise noted. continuous lateral bracing. WISC/DILHR870040-N, (J30D13-1V, 910086-N . _ 12. Anchorage and/or load transferring connections _'. to trusses are the responsibility of others unless shown, BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter tniss members or plate without which bearings (supports) occur. MiTek IncluStries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. N� ®TM HYDRO A/R ® PANEL ©1993 Mitek Holdings; Inc. CLIP GANG -NAIL MARTALAR �i DBL. HOWE ° -TR61AN-TR S-RLAN��A 9596 ----- 4-2201—S -s JU. -2-0-0 , 1 6-6-8 11-9-4 17-M 2-0-0 I 6-6-8 C, 5-2-12 5.2-12 orlg;^C 1 4.00 F T3 0� 22-2-12 27-5-8 5-2-12 5-2-12 5x6 - R7170234 7373-36-2602 Page 1- 34-" 6-6-8 Scale = 1:61.5 ID 14 1a lL 71 "IV -- 0XV ZZ- S1 1 2X4 II 3x4 = 7x8 = 3x4 = 2x4 11 Lc,o,, Y O 6-6-8 11-94 17-0-0 22-2-12 1 27-5-8 34-0-0 13511-9 6-6-8 5-2-12 5-2-12 5-2-12 5-2-12 6-6-8 1-11-9 Plate Of Ssf (R Y)-[2:0 3 -0-1-0, [3 0=3=0 0 4 8j-[8 0-4 Tr0 �fJ [T3:0�0�—�8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.24 10 >999 MI120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.50 10-12 >863 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.11 9 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 261 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2-G TOP CHORD Sheathed or 3-1-3 oc purlins. BOT CHORD 2 X 6 DF No.2-G BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 2 X 4 DF Std -G LBR SCAB 9-11 2 X 6 DF X No.2 both sides ATTACH SCAB(S) WITH 3 ROW(S) OF 10d COMMON WI NAILS @ 6 INCHES O.C. ALONG THE LENGTH OF SCABS .� 0( REACTIONS (Ib/size) 2=1527/0-3-8,9=1390/0-3-8 v Max Horz 2=63(load case 3) BUTTE COUNW Max Uplift2=-424(load case 3), 9=-306(load case 4) �+ FORCES (lb) - First Load Case Only BUILDING DEPARTMENT TOP CHORD 1-2=38, 2-3=-3538, 3-4=2972, 4-5=-2374, 5-6=-2372, 6-7=-3184, 7-8=-4371 BOT CHORD 2-15=3281, 14-15=3279, 13-14=2772, 12-13=2964, 11-12=4123, 10-11=4123, 8-10=4123, 8-9=0 WEBS 3-15=71, 4-14=310, 5-13=1105, 6-12=548, 7-10=396, 3-14=-553, 4-13=-706, 6-13=-947, 7-12=-12A P P P O\/ F, n NOTES J ��°° 1) This truss has been checked for unbalanced loading conditions. C• 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy ' 2-7U Z category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 OW -3`70-o13 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/Q .' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/18' C2 C3 J5 2. Cut members to bear tightly against each other. 0�, 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 v at joint locations. . ' For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices ce c7 co 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. - BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of .This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N - 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless " shown. BEARING , 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. M� ® TM HYDRO �1/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL MiTek Re: Martalar MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trojan Truss Pages or sheets covered by this seal: R7170234 thru R7170234 My license renewal date for the state of California is September 30, 2004. , Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. r=. . l W i PERMIT NO. 4825-80$,P.,E,M- .1 PERMIT EXPIRES�a �/ c 1 OWNER Earl Herring CONTR. Jay Allspaugh, Chico ASSESSOR PARCEL 40-37-13 ILOCATION 153 Estates Dr., lot 58, Lincoln Park Sub, Chico } i_ Temp. Power Pole Called PG&E f a Temp. Elec. Service Called PG&E } Temp. Gas Service r; ��• CalledPG&E JOB FIN�ALED (Date) l ' V' Signature G ft r -V = OK O = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) * = Not Ready Date UNDE FLOOR Plans OK except #'s Date FRAMI Continued "' oning requirements -Setbacks -Easements roperty Line Firewall & Openings g., Main; Soils-Steel-Elet-4md.- /14/" Ftg. Depth 49.-Ex+,f)aors-One 3' -Check Garage -3rd story, 2 exits 3.._E4q,,, garage; Soils -Steel- / /" Ftg. Depth idth-Headroom-Rise-Run-Landing-Fire Protection •4,—R+q. -Reaches & Decks; Soils -Steel- / /" Ftg. Depth Plywood on Roof Overhang -Attic Vents -Rafter Outriggers emwalls, Main; Steel -B lo-WcapW-Slab_- ailing -Veneer Garage; Steel-Blockouts-Wrapped-Slab St o Mesh -Drip Screed-Fdn. Vents-Underflr. Access i ireplace Ft .-Steel Glazing Area -Glass Protection -Skylights -Plastic D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test :5S^S�11s; Nailing -Bolts PipT, Size -Anchors ater Pipe; est -Anchors -Regulator -Service Test nderground ucts; Clearance -Material -Support -Ins. ers-Sills-Anchor Bolts -Joists -Vents -Cripples Card -B Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date/07,L? Card -BI Date Date FIN (Plans) OK except N's Card -BI Date ,5D Card -BI Date I Date PLUMBING (Permit) OK except q's . Ext. Steps -Door & Sidelight Protection -Landings 64; Giieke-Detector _ 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection &Iile F-tog=:s: �ts-Clearance-Comb. Air -Connector - In Ga ge; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection dr xiting 17. Shower Pan; Test, First Floor -Tub Access Z.F.I. & Uth Fixtur , Tub Access Cmc' 18. Test Tub & Shower, 2nd Floor -Tub Access t1Y�aaolt rerrkCeS-Labci�- 19. Gas Pipe; Size & Anchors Is 66:•-Fireplece or Stove; Clearances -Hearth ec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65__Ktrr& Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date EL RICAL Permit OK except H's 6e►-Eiee-49rHets & Receptacles at Kit. Counter Q,7_ (;aranv l=ire Door; Swing -Landing -Closer 6&.--A.C..Uuct in Garage -Damper F' ture & Transformer Clearance -Ins. Protection 6Q lUtr Htr gents -Clearance -Comb. Air-Connector-P.R.V.- Above Floor-Mech. Protection E(ec. Receptacles Spacing -Lights & Switches at Doors Elec. & Mech. Equip. Listed for Location 2 ze Boxes & No. of Conductors -Stapled 7�rlacrldeseptacles in Garage; (G. F.I.)-Romex Protec. 2 mex Installed Close to Edge of Studs & C.J. su]ation-Foam-Looked in Attic E] Yes 2 Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 76","A-Ra+ls & Deck Construction -Post Caps _ Circuits in Kitchen & Conductor Size 7 dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor es _ Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al �fi—Reng / ga. Cu or AI -Oven Circ. / / ga. Cu or A1, Insulated Neutral ❑Yes ❑No tag tns .: rive ❑ Yes [:]No; Walks ❑ Yes ❑ No; P!paters ❑Y s ❑N ,28. 6_or1Re--RT§e?Conductors & Ground -Main DisconnectStucco; B -Fi Q p. Clearances; Panels-Motors-Mech. Equip. 7j--AX,-44pk-,-g+sconnect-Clrnces-Brkr. & Co d. ize-115V Outlet Clothes Closet Light -Shower Light A8__Uert1rs Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 7.7FMF, Disconnect, Electrical, Plumbing j Card 13-1<`� Date G��Z and BI Date xte ' Elec. Trim; G.F.I. Receptacle -Underground entilation throughout House Card B -I Date % Card -BI Date 8 rotection Date MEC ICAL (Perrr,it) OK except q's _ orrections from Previous Inspections 84--Gee-T-9 Meters Tagged; Gas -Electric A.C. Ducts; Insulation &Support wer Connected -C/O to Grade -HD Approval _ 9Q.•-NBnL.Fen; Exhaust above Insulation 33.7'Cem4ensate Drain & Overflow; Size & Grade IgQrenergy Compliance Certificate -Other Certificates Z& 3*--4;vrnaCb7 Vent; Access -Comb. Air -Return Air Vent -115V outlet 3S"-tMie-Access & Platform if Furnace in Attic Card-BI� Date l W_ Card -BI Date Card -BI Date Card -BI Date Card -BI Date Z Card -BI Date Card -BI Oate Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING(Plans) OK except H's _ ills; Proper Material & Anchors _ Ils; Studs -Nailing, Spacing & Bracing -Plates_ -Sound ring Walls over_Girders & Floor Nailing _ raft Stop in Walls (rat proof) _ 4 Stops; Furred Ceilings -Stairs -Chases -Tub 4 Bader & Beam -Size & Bearing _ 4__�Hangers-Post Caps -Anchors -Connectors 4C 1/cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. _ *+, Firepf3r€Ties or Type A Flue -Fireplace Throat _ ccess; size & Rom_ex Protection -Draft Stop -Ins. Baffles 4 drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 2 q tre Protection Framing (NOTE:Anentrymust be made each time you visit jobsite) •& VZ�t OK 0 = Not OK. Not Applicable * _. Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -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 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ P'Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's 1, Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting: Distances-GFI S. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool 'Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval i10. Plumb; Cir. Test -Water Supply Test Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date • ,4 / it RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS• HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT 153 Estates 0011V�5chico ocation)D / BUILDING PERMIT N0. � ,�,�� XO A.P. N0. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check eacli item or write N/A if not applicable) INSULATION: Slab Edge. _ Fdn. Walls -At- Floors N/A Walls R A Ceiling/Roof R30 Ducts Circulating Pipes v APPROVED HEATER APPROVED WATER HEATER IYA GLAZING: Single Glazed LWA / Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. 1/ WEATHERSTRIPPED DRS. /V A BACK DAMPERED FANS INTERMITTENT IGNITION DEVICES CERT. APPPLIANCES 'y ,o I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name, NICHOLSON INSULATION IN( please print Signature of . Insulation Applicator State Contractors License No. 212461 General Contractor/Owner Name / (please prinf) k Signature of l l General Contractor/ Owner Date 9/ p U State Contractors License No. S ! !) � 5 THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL. -INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. FAI COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS ER NO: 7 County Center Drive - 0roville,1California 95965 - Telephone 916/534- APPLICATION AND PERMIT .ill if—oil ASS S O- _aRCNUMBER - ° 1 •� -NR BUILDING PER I OC 44 g //' O N / Az�WNER'S TELEPHONE SO. FT. OCC. BUILDING VALUATION 0 v AILING ADDRESS -0! a ,r 0 �y� -/'ice ® Ut V - WC) CONT ACTOR'S NAM TELEPHONE CONTRAC OR'S MAIL N RES r N COST UC ION L N ER UNKNOWN Fireplace Total Valuation $ 0 ® 00 LENDER'S MAILING ADDRESS Permit Fee $ __! V_ 9fe C70 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee$ AS e Q d Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS Z 6_73 47—S7' — S PLUMBING PERMIT Filing Fee < �C d Each Trap 2.00 Repair drainage or vent piping , 2.00 • r Water piping #,; ` �NO. LOT__d �� VISION t4AM G ,� SLZX PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SFX Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation Other ❑ Descri a work: ��A e — �� „� •v _ i,Y//�i�� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 600V OR LESS Main service 100 AMP OR, LESS 5.00 Main service ADD'L 100 AMP 2.50 //EA. NEW BI G &� 2¢Sgft f OR ADONSCONST ACC. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): Kam licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession Code and my license is in full j orce and effect. 3 �i O 55 1� �' License No. Classification- ❑ 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 Sec. , Business and Professions Code for this reason NON-RESIDT R BRANCH CiRCET' ITS 2.50 ea ' NEw CONSTP- / POWER APPARATUS & NON-RESID. \SINGLE OUTLET CIR, Ex. Occu 50@zsa P(o OR FIXTURES BAL@lOQ (FIXED A FIXED APPLES. OR Ex. Occup.(ouT LETS (RESID) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ 7 fz'f Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. %stave 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. MECHANICAL PERMIT Filing Fee 2s99— Heating Cooling .Hood 2.00 Ventilation ZC, �� 57. C Permit Fee $ Contractor roe 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which' may in any way accrue agai said Count in consequence of the gra ting of this j erre . Date / Sign t re ofYplicant — O ner ❑ C agar Agework An HA peit is required for excavations over 5' ' deep d demolition or construct- ion of structures over 3 stories in height. , Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ oc P. GROUP _ 7J TYPE OF CONST. �— PARCEL PD v R ISSUE t/ This permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIRECTO PUBLIC By PER EXPIRES Date—o� the applicable provi- resolutions to do fees have been paid. WORKS Date .7 [Receipt No. C • WHITE-D.P.W., 7E ,� NK- SPECTOR, GOLDENROD -APPLICANT IV,a 06� ° �,Z� - _..LEPTIC TANI,- l L i Nt 5 `/2 170, Jlt4, AVA 11.A0,- L, � T� 1 -EACN 14 C' • COP 4 , , p �J Envfr Ponta! Ne on Loo' � G, MAR 2 2 alfh " 5 Chico, r%. , 2�' 2 lifatn�a ---- PLOT PLAN CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R CERTIFICATE OF COMPLIANCE: RESBIDENTIAL Page 2 CF -1R Project Title.......... Carl Martellaro Date..02/27/02 13:56:28 Project Title.......... Carl MAartellaro Date..02/27/02 13:56:28 Project Address........ 153 Estates Drive - Chico, CA *v6.01* Documentation Author... Robert Heaton Architect ******* Building Permit # WAATER HEATING SYSTEMS Robert B. Heaton Architect 4284 Keith Lane Plan Check / Date Number Tank External Chico, 95973 in Tank Type Heater Type Distribution Type System Factor (gal) RvalueSize nion 530-343-8-8 038 Field Check/ Date Y Climate Zone........... 11 Storage Gas Stanidard 1 0.58 50 R- n/a Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CARLMART Wth-CTZ11S92 Program -FORM CF -1R REMARKS User#-MP1902 User -Robert B. Heaton Architec Run -Garage Conversion Conversion of existing garage ito living space. GENERAL INFORMATION Conditioned Floor Area..... 910 sf Building Type .............. Single Family Detached COMPLIANCE: STATEMENT Construction Type ......... Addition Alone Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 This certificate of compliance lists the buildingfeatures and performance Number of Stories Typ.... 1e.... Raised Floor specifications needed to comply with Title-24Parts 1 and6 of the Floor Construction Type California Code of Regulations, and the administrative regulations to ifi Th t them. em. is certificate has been signed Glazing Percentage......... 10.3 V of floor area impby the individual with overall design responsibility. When this certificate of compliance is Average Glazing U -factor... 0.49 Btu/hr-sf-F submitted for a single building plan to be built in multiple orientations, Average Glazing SHGC....... 0.4 {� p Average Ceiling Height..... 8 ft any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. BUILDING SHELL INSULATION DESIGNER or OWNER DOCUMENTATION AUTHOR Component Frame Cavity Sheathing Total Assembly t Type Type R -value R -value R -value U -factor Location/Comments I Name.... Carl Martellaro Name.... Robert Heaton Architect Company. Owner Company. Robert B. Heaton Architect Wall Wood R-15 R-0 R-15 0.081 Address. 153 Estates Drive Address. 4284 Keith Lane Roof Wood R-0 R-0 R-0 0.024 Attic Chico, CA 95928 Chico, CA 95973 Floor Wood R-19 R-0 R-19 0.037 Raised Floor Phone... Phone... 530-343-8038 License. n/a FENESTRATION Signed.. Signed. 2 ZT OZ (date) e) (dat Over- Area U- Interior Exterior hang/ ENFORCEMENT AGENCY Orientation (sf) Factor SHGC Shading Shading Fins Window Front (W) 9.0 0.370 0.400 Standard Standard Yes Name.... Window Front (W) 9.0 0.370 0.400 Standard Standard Yes Title... Agency.. Window Front (W) 9.0 0.370 0.400 Standard Standard Yes Window Front (W) 9.0 0.370 0.400 Standard Standard Yes Phone... Window Front (W) 9.0 0.370 0.400 Standard Standard Yes Window Front (W) 9.0 0.370 0.400 Standard Standard Yes Signed.. Door Back (E) 40.0 0.650 0.400 Standard Standard Yes (date) HVAC SYSTEMS Refrigerant Tested ACCA Equipment minimum hafndcaDcM ual Thermostat Typ E cY rlowLotion Rvalue Leakage D Type Furnace 0.800 AFUE n/a Attic R-4.2 No - No Setback I ACSplit 10.00 SEER" -..No' -Attic- R-4:2 No No - Setback r I I I I GENERAL CONSTRUCTION NOTES: 1. Weather-strip all doors leading to unconditioned areas. 2. Caulk all exterior door and window frames. 3. Caulk and seal all openings in building envelope to prevent infiltration. 4. Windows and glass doors shall be dual pane glazing, with a maximum U -Factor of D, $1 __,and a maximum RHGC of 0.40 5. All glazed assemblies shall be labeled with certified U -Factor, SHGC and Infiltration Certification. 6. Insulation shall meet California Energy Commission quality standards, and shall have the following minimum ratings: Exterior Walls Ceilings Floors R` 19 7. Furnace shall be certified by California Energy Commission, shall be pilotless, shall be gas-fired, and shall have a minimum AFUE aF rrX 1 STl N 6'- 8. Air conditioner shall be California y Ener Commission certified and shall have a minimum SEER of Ir}G 15 rl N Cr 9. Ducts shall be constructed, insulated, assembled and installed in conformance with the latest edition of the California Mechanical Code. 10. Thermostat shall be programmable type with setback controls. ICY I ST 14 G- 11. Water heater shall be gas fired and shall be certified by California Energy Commission. 12. Insulate first 5 feet of hot and cold water piping at water heater. 13. Shower heads and interior fittings shall the certified "low flow" type by California Energy Commission. 14. All exhaust fans shag be provided with track -draft dampers. 15. All gas cooking appliances shall be pilotless type. Tl St'l P6P., 16. Primary kitchen lighting fixture shall be ifluorescent. EX tsi( N 17. Primary lighting fixture in room containiing water closets shall be fluorescent. 18. All exterior lighting fixtures shall be fluorescent or HPS. - Co N G - WA V lam- - -- _..,,Jcntat Heatth MAR 2 2 Ze02 Chico, Cali oto .4 EU IRMO G'ots Eii'I i1inme;'timl T F_ll GLASS pcl W/ SCn-c-r�'N S W 1 N r_-�-t:kw S E�AC14 i �..FE a EXISTING WALLS - TSD REMAIN DOSTING WALLS - TO BE REMOVED NEW WALLS - TO BE CONSTRUCTED r KISTING DOORS IEW DOORS ASTING WINDOWS NEIN WINDOWS (E) MISTING (N) j -w R MCVr WALL -'R �!1 .FLOOR _ PLAN = SCALE 11 /4" 1' -Oil s; Z T 0 Q u, � N W C � • > •� M Q E E o i UJ Lu CC r 1 W 04 1UJ J k Ill -T %,. a i • i UJ Lu CC r 1 �Z 0 4 1UJ J k Ill -T %,. Cn LUr E U)