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HomeMy WebLinkAbout041-620-041il� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PE I (Rev. 12/96) APPLICATION AND PERMIT 0 ,5i ASSESSOR PARCEL NUMBER 041-'620-041 ZONING DTT BUILDING PERMIT OWNER YELEMPONE SO. FT. 'OCC. BUILDING VALUATION 1919 T1 1 . OWNERS MANNG ADDRESS 9 P-0- ROX 1458, MAGALIA 000 U ' CONTRACTOR'S NAME TELEPHONE OWNER 355 COV`7 4,745-00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 3 000 LENDER'S MAILING ADDRESS Total Valuation $ 196 335.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 979.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDIN 9PARADISE 4" Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $16 01. 3 5 LOT NO. IREY SUBDIVISIONS NAMEPARCEL 152-34 80 10-31-01 MAP PLUMBING PERMIT Filing Fee 20.00 g Each Trap 1 7.00 L 0 5.0 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or hest um water heater 23.00 Water piping 15.00 L 5 . 00 Each gas water heater or vent 15.00 a. n TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE EAMILY Gas piping system 1 - 5 outlets 15.00 Q Building sewer 15.001 5_00 Mobile Home I S I G W @20.00 PERMIT FEE $ 185.00 A G TO BE MASTERED / 7' ✓2 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '*.A OR LESS 23.00 23.0( 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 iS9 full force and effect. .•� o License Class Lic. No. / `�� 0 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑I, as owner of the property, am exclusively contracting with licensed contractors . to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. ( DWEwNG ffUP. II ADDNS.ALT�i 3.5QF° 41 2 NEW CONS. MUOR OUTLET NON-RESID.T 97.50 POWER APPARATUS 6 SINGLE OurLEr CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q IDD SAL O .50 FIXED APPLNS. OR Ex. Occup. ouTLETs RESID. E0. 5.00 Temporary Service 23.0023 , Q Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 9 MECHANICAL PERMIT Fling Fee 1 20.00 Heating 2 20.00 1'•0 . 0 Cooling 2 25.00 50.0( Hood 1 6.50 Ventilation 34.50 13.5 � T G�:s tenser_ t f 1 15.00 15.0 PERMIT FEE s 145.00 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.) C 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' laws of California, nd agree that if I should become subject to the orkers' compens ' n provi ns of section 3700 of the Labor Code, I shall forthwith l4mp ith those r isions. Date % 2- 3 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. ReceiptNo.NRTPERMIT -D.D.S.•.C -A E S I K -INSPECTOR (301. PPLICAWHITEB.DY Mobile Home Installation Fee $ Energy Inspection Fee $ -6- 46,00 Occ CONST. TYPE TOTAL FEE $ 2 2 4 , g P FLOOp a-� 1 ` COF P H ISSUcompensation This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work ave been paid. ind09= 3�Lt 03of BY Date EXPIRES ON afe aR . 13 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER (Rev.12/96) APPLICATION AND PERMIT % =flJ ASSESSOR PARCEL NUMB &A0 1W 20NIN BUILDING PERMIT /1 OWNER!/) _' �' QA ( ', A' - N_JZ'-2 SQ. FT. I OCC. BUILDING VAWAoTlON _ .50 2' 8 6V I0-31- P f USEOFSTRUCTURE +`Z- A. C_ SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE, OF WORK New ❑ Addition ❑ Remodel ❑ �UHes ❑ Installation ❑ Other ❑ Describe Work: Total Valuation I,$ Filing Fee 1$ Permit Fee Q $ Plan 'Checking Fee $ Enerav Pian Checking Fee $ PERMIT FEE 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 /y ll j r PERMIT FEE CONTRACTORS MAILING ADDRESS ELECTRICAL PERMIT CONSTRUCTION LENDER PERMIT SRA LENDER'S MAILING ADDRESS OARCHITECT OR ENGINEERLICENSE NO. POWER APPARATUS 8 SINGLE 0UTIFT CIR. 7� ARCHITECT OR ENG27r WILING ADDRESS � 1 BUILDING ADDRES C7 - Ex. Occup. FUCED APRINS. OR OUTLETS RES10. EAJL LOT NO. SUBDIVISIONS NAME PARCEL MAP .50 2' 8 6V I0-31- P f USEOFSTRUCTURE +`Z- A. C_ SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE, OF WORK New ❑ Addition ❑ Remodel ❑ �UHes ❑ Installation ❑ Other ❑ Describe Work: Total Valuation I,$ Filing Fee 1$ Permit Fee Q $ Plan 'Checking Fee $ Enerav Pian Checking Fee $ PERMIT FEE 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 �• PERMIT FEE $ SHERIFF $ � MECHANICAL PERMIT Heating 20.00 iling Fee 20.00 7.00 to� 23.00 15.00 15.00 ;— 15.00 15.00 t157— @T20.00 S@20.00 g Feel 20.00 23.00 17, ?j 46.00 _. @7.50 5.00 23.00 20.00 23.00 1 Fee T 20.00 I Hood I 1 1 6.50 1(0' OTHER $ PERMIT FEE ELECTRICAL PERMIT Main Service a00V OR LESS 200A OR LESS PERMIT SRA Q i -O �Y :J �• - .. FEE PAID $ i $ Main Service 200A TO 1000A NEW CONST. ( DWELLING OCCUP. OR ADDNS. 8 ACC. BIDS. MULTI -OUTLET ANC , 1LATS POWER APPARATUS 8 SINGLE 0UTIFT CIR. Ex, OCCU OUTLETORFDRURES Ex. Occup. FUCED APRINS. OR OUTLETS RES10. EAJL —Temporary Service Mobile Home Facilities Misc. Wirin �• PERMIT FEE $ SHERIFF $ � MECHANICAL PERMIT Heating 20.00 iling Fee 20.00 7.00 to� 23.00 15.00 15.00 ;— 15.00 15.00 t157— @T20.00 S@20.00 g Feel 20.00 23.00 17, ?j 46.00 _. @7.50 5.00 23.00 20.00 23.00 1 Fee T 20.00 I Hood I 1 1 6.50 1(0' OTHER $ Ventilation PERM T FEE $ Mobile Home Installation Fee $ .. Energy Inspection Fee $ � ., coNs . PEE OTAL EE $ y., HAZ. .FEE1S MP- D CO PAirC0. HD ISSUE AMOUNT RECEIVED MR, This permit is hereby issued dnder the applicable provisions of the Butte County Code and/or Resolutions to do work ^J indicated above for which fees have been paid. RECEIPT #0mcs-F,By Date --�•r •�• PERMIT EXPIRES ON I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Dale) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 ERMIT APPLICATION DATA SHEET L OWNER: S AS ESSOR PARCEL NUMBER Proposed Building Use: }tt�iter Technician: / "� Date: Items required in order to apply forka permit. All boxes MUST be checke OR arked NA in order to apply. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. V2.omplete plans, 3 or 4 sets, signed by the preparer of the plans. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ngineered truss details and layouts in duplicate. No faxes! nergy compliance design and supporting documentation in duplicate. �7 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 by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other emaining items needed to issue the permit. (May require additional plan review upon receipt oft a following items.) fl 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................,. WI S. Statement of Intent for Non -heated and A/C Buildings ........................................... I 16. Sanitation and plot plan approval from the Environmental Health Department in a ';�b �-3 !❑`17. City of Chico Plumbing permit ......................... ...........i . Q(j 18. California Department of Forestry plan approval (paid. Sent. by: ................. jv'i9. Planning approval for (A) Use: r0/i1-_ (B)Parking: dGl (C) Parcel Check: ,p 4.,4.W4,,4 ❑ '0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Tjr 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 1 22. Pre -Inspection for required ................ �+ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 428. 6. Letter of Signature authorization..............................................................Recorded copy of Agricultural Acknowledgment Statement....................................7�" Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 7.09 /� and hold for pickup. I have:bee informed oft e -a ve items a d require'nents for obtaining a building permit. Applic� --^-- Date: 1. Index permit application for the above items numbered: i Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data ❑ phone, ❑mail, ❑counter, by Date: Contractor, designer, owner was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: C/ Date: . OZ.— Plans approved by: Date: Structural reviewed _ Date: Structural approved by: Date: Note transfer by: Date: ,I C1 Yellow: Building Division �,' .�..•..n ter' 314 TO: Building Departme nt °2�3 FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE GAILY Piot Plan Anachod AP C Raw Plan Attach d sent la ®.D. W-1103 42 iE�SI -Dv( Owner Location AP#�— Plan Approved or• Sewage Disposal% Water Supply: Public% Private Well Clearance fLC a>rr-L. or welling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OF FEES DUE OWNER SED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ A.P. # ��/� D`t r DATE R CElq # DATE REC. Additional Fees Due .................. Revised Plan Checking Fee ..... . . SCHOOL DISTRICT FEES —15 * I - (paid at District Office) (Available after Plan Check) — 6. 1 aeq 4-0 r'?! i �° i UL/ SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $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 r 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.n APPLICANT DATE / 2 d Z Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6100) ,�.�, e,,.s„s�:p�ti�...�'S_w: �wr�+..^:� �„'F,"-�,,�.3'F'�v',�.•.'.3s^y'!;ib7ir-'R�T�ir T'iM� f,. y Yry.. �i % 3..: �: �4, ��v^r^4.o�. .rr�.--..^r-..-..rr 4 ; „� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form Per- Building) ' School Digirict _ Building Department No. A.P. Number l/ %�'�J�(/�(/ 7� Jurisdiction: City County Property Owner Property Location/Ac Subdivision C � L l � (� y Lot No. �1 r Residential Development i Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # (No foundation inspection; ..................................................................................................... 1 Commercial/Industrial Sq. Footage r New Addition (Including Exterior Roofed Areas) Buildi eg Department Represe tative "Date l Y I S (Floor Plans reviewed by School District Personnel) Dis ict I entificabon No. io06/ i 4;�. 001-1 ;x'ehool District certifies that (Ap licant) ( reef Address) A ,AJ, � (Phone Number) q (City) has complied with the requirements of Resolution No 7f senting square feet. District Representative Paid by Check # / Remarks: (State) r (Zip Code) by payment of $ Y�. J[A0 2926 $ 1 FULL MITIGATION $ r' Date Notice: You may protest the imposition of the fees identified above by submitting a writteWprotest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality 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 (budding department), Pink (school district) feeform.xls (10/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ^"f*' -07 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMI NO. Rev.12/96) ro APPLICATION -AND PERMIT ASSESSORPARCEL NUMBER". . ` 64 -620-'15411 � ZONING w,r� BUILDING PERMIT OWNER -� TELEPHONE SO. FT. OCC. BUILDING VALUATION q . OWNERS MAILING ADDRESS - BOX t. 8Iy r n 800 U 14 400.00 �� " CONTRACTOR'S NAME OWNER TELEPHONE J V ij ` COV 5 4:745.00 • 7 /�F 5 • 00 COV CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 3.0000 LENDER'S MAIUNG ADDRESS Total Valuation $ 196.835.00 ARCHITECT OR ENGINEER LICENSE NO . Filing Fee $ 20.00 Permit Fee $ 979.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 636.35 BUILDINGf,•DREj T Ana� n R rvy Energy Plan Checking Fee $ 46.00 $ _ -A ' (' SA Fi Fid AM) PERMIT FEE $1681.35 LOT NO. SUBDIVISIONS NwME 33 152-84/86 10-31-01 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1:> 7.00 i[05 0( I USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 1 5.00 ' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 t 5 . 00 Building sewer 15.00 ) 5 OD Mobile Home I S I G W 920.00 PERMIT FEE $ 185.00 TO BE MASTERED / �" V ELECTRICAL PERMIT Fling Fee 20.00 800VMain Service zo.AORIES: 23.00 .0( 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, n full force and effect. G and my license lig .M License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO lOCU00A 46.00 W NEW CONST. ( DW NG OCCUP. 3.50F, 41.2, NEW CONST. MUL�Tcau�rLESr NON•RESID, @7.50 POWERNGLE APPARATUS 8 SI OUTLET CIR.Ex. OUTLEr REs Occup. SAL p Ia"o PPUNS flr APPLNLS. OR 5.00 Ex. Occup.ouTLETs RESID. EA Temporary Service 23.0023.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 20 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 the6.5( 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 2 120.00 40.0( Cooling2 25.00 50.0( Hood 1 6.50 Ventilation 3 4.50 13.5( C a S Insert p 1 15.00 15.0( PERMIT FEE $ 145.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation f of one hundred dollars ($100) or less.) C41/ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compensation provisionsRof section 3700 of the Labor Code, I shall forthwith complyw`ith those provisions. r Date / �0 --�^-- Signature of„Applicant - [I Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. �- Mobile Home Installation Fee $ Energy Inspection Fee $ -8- 46.00 Occ CONST. TYPE TOTAL FEE $ 2264.58 AHOf HAZ. '"D. FEES I� IMP �) ROOD CDF / PARCEL 7 /'po ✓ 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. ���� ��t! A-5 By Date PERMIT EXPIRES ON 3/ru (Date) ReceiptNo. lZ�fl n5 f //�� % 1 WHITE-D.D.S.-B.D. CANARY-ZSESS00A "FINK -INSPECTOR GOLDENROD -APPLICANT r ; COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P MIT NO. (Rev',2/96) APPLICATION ANDPERMIT o3" ASSESSOR PARCEL NUMBER bN) (OW . 0 I (� ZONING BUILDING PERMIT OWNER " ' SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING DRESS ^/' /! I n r}a-� CONTRACTOR'S E TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS G O SS( t rlla. Df b e LL// Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 _c727 Solar or heat pump water heater 23.00 Water piping 15.00 IF,03 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ RRemmodel(l ❑�Uiliy6es ❑ Installation ❑ Other ❑ Describg Work: aGl d `� / I f �'� •��J WllaiDZ �'L"�� Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ 2 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 000A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �7 (� License Class Lic. No. `/ / �Ly OWNER -BUILDER DECLARATION 1 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. ❑ 1, 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 TO +o�A 46.00 NEW CONST. DWELLING OCCUP. W OR ADDNS. a ACC. S. SO 3.5Q FT. =RESD MULTI.OTLETU@7,50 11. PSO APPARATUS a SINGLE OUTLET CIR. Ex. Occup. ounEroR FlacruREs 20 ° +'00 BA.00 Ex. Occup. ourLEEDrs Ao °ER,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pro vis' ns of section 3700 of the Labor Code, I shall Xwith comply ' those pr isions. X Date q ZY lj3 Signature of Applicant - Owner ` ontractor ❑ Agen An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Cod and/or Resolutions to do work indicate ve for whiie have been paid. _ COiu By C/ Date PERMIT EXPIRES ON Date Receipt No. 777275IT777-7775 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O.B.- OWNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1� I personally plan to provide the alor labor and materials for construction of the proposed property uT�HAAVE went : YES ENO ❑ 2 1 HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER:W 1-_ DATE:_ Z Ld-� NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER *_.... "V O. .-1 , OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed. contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" 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. 4rely, l C. Vi ira, C.B.O. r, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICESz BUILDI G DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 38-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 03 • 1? -3'J ASSESSOR PARCEL NUMBER / f , Q , 0 r YJ V �•, ZONING BUILDING PERMIT OWNER I C t i �� -e ( j PCi },l TEL'EPHONE li �M 92^L 0 / 7 fI SO. FT. OCC. BUILDING VALUATION '. OWNERS MAILING DRESSr / C0.�o� l�{�i: Me,gcll?(, crIS/�z L CONTRACTOR'S E �r .. TELEPHONE CONTRACTORS MAILING ADDRESS { CONSTRUCTION LENDER - Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS G, O f ��-�` - ` a (� J Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap j< 7.00 �JL� Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ,� k Describe Work:add (��,rQ� ���'T�/ ��`� � �1��^''t�"�- � N di%��► 1 1 l i C) -z -�?� (J Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A 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 a Lic. No. � T� i OWNER -BUILDER DECLARATION '' I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION + 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUP. ADDNS. ( &ACC. 3.5Qso NOR EW CONST. u�rLS. NON-RESID, C T. @7.50 POWER APPARATUS &SIN.. OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ L'50 anL_ @ .so FIXED Ex. Occup. OUTLETS REESSID.OEA 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply those provrslons. r...� X -• Date H x () _ Signature of Applicant - Of Owner PlFContractor ❑ 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 $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOO CDF I PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code,and/or Resolutions to do work indicated//60ove for which fees have been paid. L t By ! Date / PERMIT EXPIRES- ON Date Receipt No. -.;�% (a 2 / -2 14Z�`� WHITE-D.D.S.-B.D CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i el 041-620-041 03-1233 MICHAELS, SEAN 4508 SIERRA DEL SOL, PARADISE TRAP & PIPING BP#02-3340 L �, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES IE; 411 Main Street • Chico, CA • (530) 891-2751 !x� 7 County Center Drive • Oroville, CA • (530) 538-7541 EE CORRECTION NOTICE 3 3y o ,+ OWNEiR PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is «' completed. If you have any questions pertaining to this matter, or need additional explanation, K- please contact this office immediately. I v_ -r � C a SOMW r ��� I v, AA2 L lop— � "-7 a .i _ v, AA2 L lop— Xi COUNTY 014 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 PERMIT NO. OWNER A routine inspection indicates- that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is comp ted. It you have any questions pertaining to this matter, or need additional explanation, pie 9 contact I s pffice immediately. TT (2 _ r/t y ;F� MWAM We 01 -, -I :I—'– t Tv 41 k4n g:x. 0 a, air z + Inspector IDate V REV 10/92 a-,1.� i_*�'.—e.., •, .ysk.�, �� .t1 y._f_!, : P - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES.. f 411 Main Street • Chico, CA • (530) 891-2751':. 7 County Center Drive • Oroville, CA • (530) 538-7541, CORRECTION NOTICE :. 7 2 3`fo W ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the abovedress and should be corrected. Please notice this office vlhen correction. of work is x comp, ed. If you have any questions pertaining to this matter, or need additional explanation';; pleapl contact this office immediately. IIIA0� ... I'•• 1; a 3 Date Inspector. 3 REWfO/92 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 w t s � o � •3 3�c� OWPVER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinancesexist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation;; please contact this office immediately. ':=r 'rf REV 10/92 -jor— ������ � • • COUNTY OF BUTTE t t 1 t ,'y • � � ` � ` • ��'-�, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 k CORRECTION NOTICE ✓�1; � f� was _ oL- 3 3y� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county -Ordinances exist at the above address and should be corrected., Please notice this office when correction of work is com /leted. If ou have an /p y y questions pertaining to this matter, or need additional explanation, .µY tplse contact this office immediately. 7; foe ,Ld�T �, �� r aC�tC� Q rwi,C� Date to Inspector REV 10/92 GarVHawkins ARCH ITT E C July 24, 2003 Department of Development Services Butte County Building Department Attn: Rick Trent RE: Sean Michaels Project Address: 4508 Sierra Del Sol Paradise A. P. Building Permit Number: The nailing along each side of a shear panel needs to only attach. to the end stud for the required nailing for shear walls: The requirement for two studs is for the attachment of the tension tie at the bottom of the shear wall. The two studs should be stitch nailed together with 16d nails at 6" o.c., the stitch nailing will transfer part of the load into the .additional stud. Both studs will transfer the load into the tension tie. If you have any questions, please feel free, to contact this office. ^�erel 1370 RIDGEWOOD DR., STE.1 O • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch®emaiLmsn,com NOTES RESIDENT AL PERMIT NO. 041-620-041 %, 02.-3340 t I AELS, SEAN SIERRA DEL SOL, PARADISE NEW SINGLE FAMILY to be mastered) . SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING -LE OFFICE COPY GASr �v1� u/.._ Meter yDa9EL_CTRI J, Meter ByD JOB FINALED (Date) o� Signature fi J=OK 0 = Not OK . = NotReadyable, Card B-1 Date MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 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) 3. Blocking 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 4. Gas; MH Test -Demand -Valve 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 5. Electricity; MH Test 7. Well Clearance & Disconnect 6. Water; MH -Test 8. Utility Clearance 7. Water and Sewer Connected 8. Gas and Electricity Tagged Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH -Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6.. Carports; Windows -Doors 7. Electric ` 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. 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 Date Card B-1 Date . Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining , , 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready Date UND LOOR (Plans) OK except Hing -Setbacks -Easement food -Slope - . ., Main; Soils-Elec. G -/ 2/" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/1%J" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped RESIDENTIAL (Single .& Duplex) #'s I Date FRA"G (Cont a. mwalls, Garage; Steel- Blockouts-Wra ed l I-J�8 Downs and Special Anchors 7 t - - rr- w- ° yrs Firepl � ace Ftg.-Steel �"03, .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test !R!� Gas Pipe; Size Anchors -Yard Gas Piping; Size Test . Water Pipe: Test -Anchors -Regulator -Service Test it, L 12. Electric Underground W. Pler�s & Ducts; Clwrance-Material-Support-Ins. 1V Insulation Dat Card B-1 Date Card B-1 Date 7 A-7 Card B-1 O- 1. Date Card B-1 Date " - PLUMBING (Permit) OK except #'s ,1Q! Water Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection .V.; Test Fitting's & Anchor -Nail Protection 33 dZ 1: Shower Pan: Test. First Floor -Tub Access 2T Gas Pipe; Sixe & Anchors Q -%.--Fire Sprinkler; Test DateV, I o Card Bj1 %.Date Card B-1 Date Card B-1 Date Card B-1 Date ELE RICAL (Permit) OK except #'s Fix re & Transformer Clearance -Ins. Protection 2 ec. Receptacles Spacing -Lights & Switches at Doors 2 ze Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. ' 8 5L6p. Ground made up w/Mech Fasteners -Bond Gas & Water . 2 fiance Circui s in Kitc n & Conductor Size GFI , 3 . S eed Wire Size / r AI-A.C. Wire Size/ / a Cu or AI 3 . Range Circl u r AI -Oven Circ. — g Cu r Al Insulated Neutral 0 Yes 0 No -tit- rvice-Riser Conductors & Ground Main Disconnect i . Clearances Panels-Motors-Mech. Equip. othes Closet Light -Shower Light -Spa Light Smoke Detector Dater, L?- and B-1 '-- Date Card B-1 Date Card B-1 Date Card B-1.. Date MECVNICAL (Permit) OK except #'s . Ducts Insulation & Support V�Fan, Exhaust above insulation Co ensate, Drain & Overflow, Size & Grade 3 urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet -4A-Attic Access & Platform if Furnace in Attic V Date Card B - Date. Card B-1 Dat Card B-1 Date Card B-1 Date 'FRAMING (Permit) OK except #'s Wills Proper Materials & Anchors �2 �Ils Studs -Nailing Spacing & Braces -Plates -Sound �4Bearing Walls over Girders &'Floor Nailing <Draft Stop in Walls (rat proof). 4 Stops, Furred Ceilings -Stairs -Chasers -Tubs ;. Headers & Beams -Size & Bearing 48',Pfng. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.'Rtng. Fireplace Ties or Type A Flue -Fireplace ThroaVClearance -fib" c Access; Size & Romex Protection-DraftStop-Ins. Baffles • Di drm. Windows or Exiting Doors- mensions rage Fire Protection Frami -RC a operty Line Firewall & Openings Ext. Doors One 3' -Check Garage 3rd)tory, 2 Exits 5S airs; Width- Headroom -Rise -Run -Lind ing-Fire Protection PI ood on Roof Overhang -Attic Ven -Rafter Outriggers '57 (ding -Nailing Veneer 4110'5V deco Mesh -Drip Screed -Fd. Vents- Unde r: Access Area -Glass Shear Walls; Nailing -Bolts Brace Interior/Exterior Wall Comments at Final: 62. Insulation -Walls -Ceilings 63 Infiltration -Walls-Windows•' Date • ( . and B-1 Date Card B-1. Date Car B-1 Date Card B-1 Date FIN (Plans) OK except #'s xt. Steps-Door & Sidelight Protection -Landings 66. oke Detector Furnace Vents -clearance -Comb, Air-Connector- }FKGarage; Above Floor-Ducts-Mech. Protection 6,71 . B room Exiting _ 6 . .l. & Bath Fixtures & Tub Access -Spa 69/Elec. Trim & Subpanel, Breaker Sizes & Labels fairs & Rails 7 ireplace or Stove, Clearance -Hearth 7 c. Outlets at Wood Panel, Int. & Ext. ' 7 K' . Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74 E1ed. Outlets & Receptacles at Kit. Counter c 7 . Cyarage Fire Door; Swing -Landing -Closure 7 . � . Duct in Garage -Damper ,7 . Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. �arage; Above Floor-Mech. Protection 7 . P I ., Elec. & Mech. Equip. Listed for Location 79 Receptacles in Garage (F.F.I.)-Romex Protection 80 nsu tion -Foam -Looked in Attic 81. and Rails & Deck Construction -Post Caps 82. F . VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor 0 Yes _ Ilowin Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84 Stucco Brow _Finish 8 . A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87 ater Well, Disconnect, Electrical, Plumbing 8. terior Elec. Trim, G.F.I. Receptacle -Underground 9 . ntilation Throughout House ss Protection 91. orrecti s from Previous Inspections yy % as st-Meters Tagged, Gas -Electric 9 .Na ter & Sewer Connected -C/O to Grade -HD Approval 9 Energy Compliance Certificate -Other Certificates W.Address Posted 9 Fire Sprinkler Date 1/ 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: Job.number >> 02-081 f Structural Calculations for Sean Michaels 4508 Sierra Del Sol Paradise, Ca. ' l Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973. ; (530) 892-2700 (530) 893-0532 Fax.., DATE 0 7/25/03 Ar. WU)U) uwui V,WW Wiz= c^oo �noo r- N N N N N N N �v rQi A -r Gotr4ASot G�2ur�.�'7ukls vs� �Z �,�nx !'r-Yh'vvry w 7 -,It- A -T 3 " o&, moo noiz GAN. eP4" /=/X A -t -JO Psox CcJ AS Gvl �cQ A -T" 3 �o�� WIIH 5tNK4I2-S l/z, k pox P' LYwOvc). looepo µ2 K -A et �N tom. Fix. Kh X50 /S Au07- • b. r6' Department of Development. Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (LTBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with tamed -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) Page 1 of 2 Owners Name: M,1 Ck&C_A S Building Permit Number: 02 33 Plans Examiner: Martha Christy a .. ,. r� � � f ��, � i � ! � Y 4 � . .d � '' w �. A • ,. < � � • y j! _. b t i i � f ( ' . , sem. -1 '� • �%• ,� 'a. • j ��. 1 �S r��*' -I t,- . ' � I �` i ( � l f � it � �' � '' � 1� � c � . ti /i-. t i 4• + V • �,� f-� . , sem. -1 '� • �%• 'a. • j ��. 1 r��*' F � ^��w. l 1 �` f r�w � � 5` F �� .. .^. .i i ,• 7 �_a � _ ,1+' � l 1 � y t� z y� � f. � �' . , r �. L µ ' J �' ' •. e `� _ � �� i � r � � d � �`, � i 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. L. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow - Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the 100 -year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood elevation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback ofi2b4AV69' i i the side and" `d ' AWom e rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Rt Building Permit Number: 2 — V3-470 Plans Examiner: Martha Christy 1 � �e 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. L. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow - Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the 100 -year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood elevation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback ofi2b4AV69' i i the side and" `d ' AWom e rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Rt Building Permit Number: 2 — V3-470 Plans Examiner: Martha Christy r. BUTTE COUNTY BUILDING DIVISION APPROVED 121.00' I -LOT -55 102& ACRES GU.DO I FF PROP05ED 4 13/PN RE51 DEN CE 0 ELEVATION "B" o i tib' -0" 32515 F - t4fl E REVIEWED 13Y Blit-tE O. FIRE DEPT • CALIF. DE T. of FOREST approve as submitted approve with cortditior�� n, r_2 �tac ned;sllif c-ignature GONG. DRIVE 25'-0" CONNECT TO COMMON SEPTIC, 5Y5TEM I1500 GAL. 6 CSEPTIC, TANK I 1' I . VJF C an &AM/1410- 121.00, ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE _# CLEAR OF ALL EASEMENTS. A SET BACK OF �d /y'gwr FROM THE SIDE AND FROM THE READ PROPERTY LINES AND S� I� I . ,=-n TW -l= ROAD CENTERLINE. SHALL BE ;LEAR OF STRUCTURES AND EQUIPMENT EXCEP} ®'ING. T isLAN 56. 1" - 20' NEW RESIDENCE FOR: SEAN MIGHAEL5 BUTTE COMM CALIFORNIA LOT 331 0 1500 GAL. I cc SEPTIC TANK GCSY O O � Ig w Q 1� Doge: II -15-0:2 Gar� Irll(awWns DfdW: BH ARCHITECT csso) 892-2700 .IOC f10.: 02-081 1370RwaavOwDr: GM10 FX90088=2 CHK=6 CA 95973 J -Td V IV i C i IC, CDF FIRE SAFE REQUIREMENTS &MOP/ oz� 3"3o irc�u�s, AP# PERMIT # NAME Under authority of PRC 4290, the following checked, items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. ] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner., Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to. conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05. Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. @�7 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�1 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--, _ _ >)2- - 3 3 �D . , � �/ �O L! � �' f64� AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates ,] 1. Gate -entrances shall be at least two feet wider than the roadway it serves. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parvels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. `1v 1276.02 Disposal of Vegetation and Fuels. Disposal-, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable. vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 2. The gates must be located at least 30 feet from the l� / roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [� 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parvels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. `1v 1276.02 Disposal of Vegetation and Fuels. Disposal-, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable. vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NPNE Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves LP If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback t - Class A or B_roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed lot of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat** Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials A - 0(2 ...... Date Signature Page 3 of 3 *" .s s. Sm i.52- 8Ll NOTES 1. LOT IMPROVEMENT AND ' DEVELOPMENT CAN OCCUR AT ANY LOCATION WITHIN THE CONFINES OF EACH OF THE INDIVIDUAL RESIDENTIAL LOTS. 2. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE P.U.D., EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION AREAS. 3. IF DURING CONSTRUCTION, ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE, CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED. 4• DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. 5. ALL FENCING ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND GAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACIUTIES SUCH AS THE POOL, BALL FIELD AND TENNIS CARTS. SECURITY FENCING FOR THE RECREATION VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. 6. ALL RESIDENCES SHALL REQUIRE A TWO CAR GARAGE AND THE DRIVEWAY SHALL- BE UTILIZED AS TANDEM PARKING TO MEET THE PUD STANDARDS FOR OFF-STREET PARKING. 7. FIRE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND ALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF - PUBUC RESOURCES, CODE 4290. 8. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT, 9. ALL FOUNDATIONS SHALL. BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 GEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION, RANEY GEOTECHNICAL JOB NO 011_786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. 10. PRIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING PLANS AND IDENTIFY ANY CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT. THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES . AND VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE. THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. 121A0' FLT 3 3 I 0.26 ACRES cu. oQ I PROPOSED 4 RESIDENCE EL>-VATION "B° g tl7'-0° 32-11 S.P. S CONC. DRIVE CONNECT TO COMMON, SEPTIC pix SYSTEM —� 1500 6AL. ` SEPTIC TANK f i m , 1500 6AL. I CC ) SEPTIC. TANK CC Cil I W � I 51 TE PLAN' Environmental Health 20' JAN 16 2003 Chioo, Galifom1a NEK RESIDENCE FOR: SEAN MICHAELS BUTTE COUNTY, CALIFORNIA LOT 33 62b--3,7/ ®aw. '11-15-02 Gary U11cow,idns DM%n' SH ARCHITECT Job no.: 02-081 'XM Fb W*0W r07oo aM CA X18 811L 10 FAx.AX*0 � r -,.;� �: X, .+N_ wrSau:O_:M^�u_.7EP�A WiCGMSA �.lfy�\.f . � ' E��� � :��pryµmd�'wivMt Y�e�tiH'w: }eVN�eeb s AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 14 -Mar -2003 2003-0016230 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date o� �"� �''�� PR RTY OWNER State of California .County of •S� ~� On 2,'';� before me, fl 1 j -iGL VJ L 1 � �V`.r c-,-fN O -4 -cc. V" personally appeared --'5'La-3 YYl `t(!: -. O-1!�;personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. , WITNESS my hand and official seal. Signature �"��`-��— ����__.! Seal: ,E 01 •w, MARSHA VIERRA f r. ^ . ^ Comm. #1278711 A.P. # / s �i . 0 ©� 9 � I " NOTARY PUBLIC CALIFOFiN1A SI F BUTTE COUNTY vd p My Commission Expires Oct. - 2004 y ^i i = v ba sq:noa n �diJoll rAM .Preliminary Report Description Order No. BU -205959-2. MV The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 33, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO.. 2, A PLANNED' UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. APN 041-620-041-000 PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER . DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH. MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, INBOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING. 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE. QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP. 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS; AT PAGE. 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 890'28 3 22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST. RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAIDPOINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 84° 08.' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 32' IT% A LENGTH OF 311.13 FEET; THENCE SOUTH 90 23' 16" EAST, 654:00 FEET. TO THE -TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 80° 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. CONTINUED Preliminary Report Order No. BU -205959-2 MV DESCRIPTION - CONTINUED PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP. ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT N0.2, A PLANNED UNIT DEVELOPMENT', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85; AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152, OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL. REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. PARCEL VIII: AN EASEMENT FOR PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT', WHICH MAP WAS RECORDED IN THE OFFICE OF 'THE RECORDER OF THE COUNTY OF. BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152' 0F MAPS, AT PAGES 87, 88, AND 89. r.4 Jt SITE PLAN REVIEW •APPLICATION Date: AP# r (olzo 01-1 I Permit Number (if applicable) 0 2- SS Li 0 APPLICANT INFORMATION Parcel Size: 12- AC - Owners Name: r') C H A IP&1L2�) SEA fJ Owners Address: FD X Lj 1;7 p lyiaG-Iq L,1 q C A c) 59 ej Telephone No.: 8 `i 3- 4 g r - Situs Address: Proposed Use: t - , Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel i ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date i) r2— Page 1 of 5 ALL1ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: t E] Verify residence can be -built per contract ❑ Nitrate Aetion'Plan (See Environmental Health for standards) ❑ ,Watershed Protection Overlay Zone (SWattached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRN. 't(CDF to deteimine specific requirements) - ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: ;'X: ' - • Flood Panel No.:Cb C55? rj Index Date: (�D 9 F1 Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ • North Chico Specific Plan (See Development Fees Section and attached standards and requirements) t -❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) r_ . Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit' . ❑" Minor Variance ❑ Variance -----=------------------------------------------------------------------------------------------------------------- ------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: I Applicable Building Setbacks: - ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.." Page 2 of 5 Zoning Coe Streets & Highways Fire Prevention Subdivision Map Front ry Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.." Page 2 of 5 i1Z =�r Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area - ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: . ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 4 Subdivision Map/Parcel Map: G S la �E L � r Map Date of Recording: Lot: Book: i2 Page: 8� ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel -Map/Subdivision Map/Use Permit Conditions t. a ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with - the National -Fire Protection "A_ ssociation Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with`hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the. emission �;. requirements of the California Clean Air Act of 1988, as amended. w ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by. a registered civil engineer or other qualified professional and 'be submitted to and approved by the Department of Public Works. " ❑ In lieu of .a .pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund ay mbe required. ❑ Measures shall be taken to{co`nti-ol'fugitive dust emissions from all driveway and other civil construction associated with. residential. development. Approved dust control measures are found in ihe.fugitive dust'control plan for the site approved by the Butte County Air Quality Management, District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." , ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 . ,i sem, i.sz- 89 16tp NOTES 1 1. LOT IMPROVEMENT AND DEVELOPMENT CAN OCCUR AT ANY LOCATION WITHIN THE CONFINES OF EACH OF THE INDIVIDUAL RESIDENTIAL LOTS. 2. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE P.U.D., EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION AREAS. 3. IF DURING CONSTRUCTION, ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE, CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED. 4. DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. 5. ALL FENCING ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND GAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH AS THE POOL, BALL FIELD AND TENNIS COURTS. SECURITY FENCING FOR THE RECREATION VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. fALL RESIDENCES SHALL REQUIRE A TWO CAR GARAGE AND THE DRIVEWAY SHALL BE UTILIZED AS TANDEM PARKING TO MEET THE PUD STANDARDS FOR OFF-STREET PARKING. 7. FIRE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND ALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF - PUBLIC RESOURCES, Mnr 49Qn- 8. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 9 ALL FOUNDATIONS SHALL. BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 GEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION, RANEY GEOTECHNICAL JOB NO 011_786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. 1`IL PRIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING PLANS AND IDENTIFY ANY CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT. THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES AND VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE. THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. i �, . t M . � '. �J d . r� + ,-s i .. ,�. Mr. - ,` ,� � .. ` Y _ . .� � d � a '. , _ f �- � a ,�� �,5.. � - _ r 5 . t .. � '� .. a ., r .. aa. .. , , r - ? .i: .. i'�.' _. �M, s � 4 ' � t e �sR .. + .! - , � Y � - ... , x + • r � � r Job number >> 02-081 Structural Calculations for Sean Michaels Paradise, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax ca`�� • �`� �'/A v��� TFC � KSIC 18693 �r FRiEN. J Ya � DATE 10%14/02 i BUTTE COUNTY APPROVED V/ V 0000y/ CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte.County Code referenced 1997 UBC 2001.CBC Wind loading Basic wind speed 75 MPH Exposure B t Seismic loading Seismic zone 3 Gravity loading a Roof live load 20 PSF + Floor live load 40 PSF . Balcony live load: n/a PSF Soil data Allowable bearing.: 1200 PSF S LOAD -S 2:12 PM -------------------------------------=---------------------------------- REV 8-13-92 LOAD SUMMARY MODULE 11/25/02 ------------------------------------------------------------------------ DESCRIPTION >> ------------------------------------------------ ASSEMBLY >roof ----------------------- SLOPE > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 39 2 X 6 - 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------=----------------------- DL 13.70 USE: 14.00 PSF LL 20.00 PSF ------------------------------------------------------------------------ TL 34.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 85 7/8" PLASTER 8.00 8.00 21 3/8" PLYWOOD 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------- ----------------------- DL 16.40 USE: 17.00 PSF LL PSF ------------------------------------------------=----------------------- TL 17.00 PSF ------------------------------------------------------------------------ DL 8.10 USE: 9.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 49.00 PSF ASSEMBLY > SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE:, PSF LL PSF ------------------------------------------------------------------------ TL PSF LOAD—S 2:14 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 11/25/02 --------------------------------------- DESCRIPTION >> --------------------------------- ------------------------------------------------=----------------------- ASSEMBLY >floor SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ------------------------------------------------------------------------ DL 8.10 USE: 9.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 49.00 PSF ASSEMBLY > SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE:, PSF LL PSF ------------------------------------------------------------------------ TL PSF vi M U. Ilil .L.J. 1.1.1 U) C." C) 0 n n4.. A-7- Ini S ryL I )>/X ee,,OS1-5V-1,9Aj-4h Li �- A,pro 94 -- U)M(n F-�- �- uu!i16 wWw o1) us u) O O O V; C O r h ra. -1 M-J�- hlw c) -Z to Lu z CVYI I SSBM 6 3:49 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/21/02 Description >> RB -1 ---------------------------------GENERAL-------------------------------- Span (L) > 13.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 -------------------------------- ACTIONS ---------------------=----------- Uniform dead load > .294 kips/ft'. 41 o TL Uniform live load > .420 kips/ft 59 o TL Uniform total load > .714 kips/ft End reactions ........................... DL > 1.985 kips LL > 2.835 kips TL > 4.820 kips Design loads ............................ Total load moment (M) > 16.266 ft -kips. Total load shear (V) > 4.820 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FC -L FcJJ E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in -3) > 82.400 155.672 <ok> A (in -2) > 36.511 69.188 <ok> I (in -4) > 1050.785 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .282 inches L/ 574 <OK> Live load deflection > .166 inches L/ 976 <OK> Dead load deflection > .116 inches Minimum camber (glu-lams) > .174 inches <1.5*DL deflection> Standard 2000'R camber > .137 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 7.415 in -2 Minimum length > 1.447 inches Assuming full width bearing '7 L(1M o (`1 (-&iU4 v 21 t o wL i� SSBM 6 3:54 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/21/02 Description >> RB -2 ---------------------------------GENERAL-------------------------------- Span (L) > 17.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .177 kips/ft 41 o TL Uniform live load > .253 kips/ft 59 °s TL Uniform total load > .430 kips/ft End reactions ........................... DL > 1.549 kips LL > 2.214 kips TL > 3.763 kips Design loads ............................ Total load moment (M) > 16.461 ft -kips Total load shear (V) > 3.763 kips -------------- - ----------- LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FcJ- FcJJ E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in -3) > 83.389 155.672 <ok> A (in -2) > 29.807 69.188 <ok> I (in -4) > 1050.785 ------------------------------DEFLECTIONS------------------------------- Total load deflection > :•480 inches L/ 438 <OK> Live load deflection > .282 inches L/ 744 <OK> Dead load deflection > .197 inches Minimum camber (glu-lams) > .296 inches <1.5*DL deflection> Standard 20001R camber > .230 inches --------------------------CHECK MIN. BRG. AREA --------------------------- Minimum area > 5.788 in"2 Minimum length > 1.129 inches Assuming full width bearing a) ;- F- LJLUw ujWW T T C 0 G l; O 0 rN dIT :;p CJ N N N N N -3 wS bail► W�� = �``'+ 0xtozv) Flo ,2'7t) P I to SSBM_6 4:57 PM -------------------------------------------=---------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/21/02 Description >> RB-3 ---------------------------------GENERAL----------------------------- Span (L) > 7.670 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 -------------------------------- ACTIONS --------------------- =--------=-- Uniform dead load > .114 kips/ft 41 o TL Uniform live load > .163 kips/ft 59 % TL Uniform total load > .277 kips/ft. End reactions ........................... DL > .437 kips LL > .625 kips TL > 1.062 kips Design loads ............................ Total load moment (M) > 2.037 ft -kips Total load shear (V) > 1.062 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1. Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc -L Fc_u E DFL NO2 963 575 95 625 1300 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 11.250 inches Required Actual Comment S (in -3) > 25.396 73.828 <ok> A (in -2) > 12.673 39.375 <ok> I (in -4) > 415.283 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .032 inches L/ 2835 <OK> Live load deflection > .019 inches L/ 4818 <OK> Dead load deflection > .013 inches Minimum camber (glu-lams) > .020 inches <1.5*DL deflection> Standard 20001R camber > .044 inches --------------------------CHECK MIN. BRG. AREA -------------------------- minimum area > 1.700 in -2 Minimum length > .486 inches Assuming full width bearing P�� A- �-Pwjr ipopz" + 0 3 � H H i1i W W !!!WW = 2 Z (n (n U) CJQ0 N N N N r� IZP-� -44 O 1�,o Pem,-r" w d le l�- t o7"1 k -i, JQSI ID i 61 kip h 2a,o SSBM 6 5:42 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/21/02 Description >> RB -4A ---------------------------------GENERAL-------------------------------- Span (L) > 20.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 -------------------------------- ACTIONS -------------- `,_------------------ Uniform dead load > .077 kips/ft 41 o- o TL Uniform live load > .110 kips/ft 59 % TL Uniform total load > .187 kips/ft End reactions ........................ :. DL > .770 kips LL > 1.100 kips TL > 1.870 kips Design loads ............................ Total load moment (M) > 9.350 ft -kips Total load shear (V) > 1.870 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc -L' FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -u E DFGL 24F -V4 2400 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 12.000 inches Required Actual Comment S (in -3) > 46.750 123'.000 <ok> A (in -2) > 15.300 61.500 <ok> I (in -4) > 738.000 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .507 inches L/ 474 <OK> Live load deflection > .298 inches L/ 805 <OK> Dead load deflection > .209 inches Minimum camber (glu-lams) > .313 inches <1.5*DL deflection> Standard 20001R camber > .300 inches --------------------------CHECK MIN. BRG. AREA -------------------------- minimum area > 2.877 in"2 Minimum length > .561 inches Assuming full width bearing 1� SSBM_6 5:31 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/21/02 Description >> RB -4A - -------------------------------- GENERAL ---= ---------------------------- Span (L) > 20.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .077 kips/ft 41 o TL Uniform live load > .110 kips/ft 59 Is TL Uniform total load > ..187 kips/ft End reactions ........................... 1 DL > .770 kips LL > 1.100 kips TL > 1.870 kips Design loads ............................ Total load moment (M) > 9.350 ft -kips Total load shear (V) > 1.870 kips ' --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000. Apply to FcIL Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -fl E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 13.500 inches Required Actual Comment S (in -3) > 47.366 94.922 <ok> i A (in -2) > 15.088 42.188 <ok> I (in -4) > 640.723 ------------------------------ DEFLECTIONS ---------:---------------------- Total load deflection > .584 inches L/ 411 <OK> Live load deflection > .343 inches r L/ 699 <OK> Dead load deflection > .240 inches Minimum camber (glu-lams) > .361 inches <1.5*DL deflection> Standard 20001R camber > .300 inches --------------------------CHECK MIN. BRG. AREA ---- .------------ =--------- Minimum area > 2.877 in^2 I Minimum length > .921 inches Assuming full width bearing lto File >LATDATA3 Rev 8-8-95 Wind pressures on structures .0068 .0073 Description >> .0081 .0087 .0094 .30 .0027 .0027 .0031 2.80 .0090 .0095 0104 Exposure > B .0068 -. UU7T C O M P O N E N T S Importance factor > 1.00 1.20 .0108 .0117 .0125 Basic wind speed > 75.00 mph qs > 14.50 psf Roof pitch > 6.00 in 12 A > 26.57 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S Direction Ht. <0'-151> <201> <251> Assembly description Ce .62 .67 .72 Cq . W A L L S Windward walls .80 .0072 .0078 .0084 Leeward walls .50 .0045 .0049 .0052 Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 .0117' .0126 .0136 .70 .0063 .0068 .0073 .90 .0081 .0087 .0094 .30 .0027 .0027 .0031 2.80 .0090 .0095 0104 .70 .0063 .0068 -. UU7T C O M P O N E N T S .0194 .02.09 1.20 .0108 .0117 .0125 1.20 .0108 .0117 .0125 1.60 .0144 .0155 .0167 1.30 .0117 .0126 .0136 1.10 .0099 .0107 .0115 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building 1.60. .0144 .0155 .0167 D. I !S C 0 N T I N U I T I E S 2.00 .0180 .0194 .0209 2.80 .0252 .0272 .0292 3.00 .0270 .0291 .0313 2.00 .0180 .0194 .02.09 11 S' File >SHEARW 5:56 PM 10/14/02 -------------------------------------------------------------- ---------- REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------ Description >> Common nails >> (Box nails) ------------------------------------------------------------------------ Mark Description HF DF 1 3/8" cdx plywood with 8d nails .213 .260 at 611, 12" o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 12" o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 121.' o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails 4 .254 .310 at 611, 1211 o.c. (.206). (.251) 5 1/211 cdx plywood with 10d nails { .377 .460 at 411, 1211 o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 1211 o.c. (.399) (.486) 7 1/2" gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/4" legs) A 22-141 50 SHEETS 22-142 100 SHEETS ,4�4'/WFA /7 - 22-144 200 SHEETS IN% ol is � �-� �� �\ �-� �-� �'� a d (�r'� �� qL e--- 0 In to 411 ci —CIA V-9 Vi % C? CP -2t �, %��-,(�`7 /y �4Zt3�+C29,s�.y1 59S.f-3) /otdl� C.�tS a Cr'�/i C') �u�J 4� le - m Cf) M tjW U! I.,. Hi 1: U: U) W -7/Z+� �5� 3Z� 3 CID�C��" �p14 + Cy�C2����Cti) �,d«� NNCV Cv 3 < <�C5) + 14. C- +3 o 4� �+- ��/�, C4��1) Cz,� ra) C � ��'' l4�5 :, Q�ra `�'� Z,b? t I.S� CZZ� � N��� l � �1 �� C�v�l��'�"� �'C����2) . ��f 1i I 22-141 S0 SHEETS 22-1'l2 100 SHEETS L®'��`7R4Fl 22-144 200 SHEETS V Vi' V Lrt� - 4tS4--7)` w = 100 Sd-1 k �� ,273 A Cu as (a 1 110 1f36 lw� 2) 4-/, 273 L 5.4-7/S�/�'�/ Iss enc( C �lox, Pot AA, S 04 S T-3 rzo 22-141 50 SHEETS .fed) 22-142 100 SHEETS 22-14.4 200 SHEETS w —mss► INy C1 CJ C1 (. 9 Q-�13��- 21.0` �1�� l� �✓ ���ll n�lis �lzL A3 � 4,1-3 "VO z- Ib21, aS. 14.1 n PQ''",� ' y u ►1�(� - Z 3�,3 :-tlLa� 5��� x.14-)1- C3►51��)(t°� CLo�"1� VIC:) Ohl I�T771(v 2 - lb l�G� S's a,/C-- P U)01)M ulUl 1.1 w W L 2 in u`) v, Q O U N r'Vc' N N N Pv (d (V L � Go -*.i I C� 4 62Z - lit b5l 3�/.eZs -,2rs V- e- IA -I L,TTZ.o ....c. NIL. W s�� Cf)M Ww g = r C�! N Cri O C O LOG0 �cm N N N (� (IO N Ll 4- 20 Blox GJl' rat IN a b'0 3,427 A C lam- �i . �Jr1(rr=t c� +k z,YO71ADA-7-¢O ov r-). r-),1 l(o ►c-- - ,111 % 4 4 917/Z,.769 " 1.-714,v- 4- ?.AS s77�z0 0 0 PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: 0 ql —6 Zo / Permit #: Work Description: k�-D �O Date Description of Step or Status PON REVIEW RESPONSE ORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. Il this 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 response 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 nFYnrIR DI AN DnnFw I FTrFD Aun nrniou wTru ncaTCVr% ..U...,...,._.... OWNERS NAME DATE: ' cid 94 COMMENTS: nen rvt, ASSESSORS PARCEL NUMBER PERMIT NUMBER 04Y - lozo - a ¢ 1 4 Z - 3-3" RESPONSE FOR PLAN CHECK LETTER DATED: -0 PLAN PLAN CHECK ITEM # RESPONSE BY: (��Y 1�AulKh-S LOCATION ON PLANS/CALCS: COMMENTS: nen rvt, PLAN CHECK ITEM # Z RESPONSE BY: LOCATION ON PLANS/CALCS: FZOvrz. -01- ~ COMMENTS: Ai~ I2tg-AYT• v/ -r iD,*s /'1/1Jfa/1r.htE AT ~s/iso, /�a►� a�a . 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: January 21, 2003 Sean Michaels P.O. Box 1458 Magalia, CA 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-620-041 Building Permit Number: 02-3340 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 `TRUCTURAL COMMENTS: Please remove everything from the plan which does not specifically apply to "Building A". A mastered plan is for one building and it does not allow options. You may master each individual building. Provide a direct vent gas fireplace in the master bedroom. STRUCTURAL COMMENTS: 1. 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. I r Martha Christy Plans Examiner 1 of 1 Owner: (t/\u Ll RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Building Permit Number: Plans Examiner: Martha Christy A. P. Number: q � _j5Z GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 3. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Ir Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 12' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). .41 Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). j Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). )e0. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any, of these (Uniform Mechanical Code section 304.5). P Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). ,V.. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4).' X13 Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). . Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 te � 'a��( . �5.' Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). ` %?���• RUCTURAL DETAILS: ��J�/— `Ce� //��, 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall.panels .7�U/c�rr must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering._ 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C)-- 4- et construction. details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil — special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 0. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: - 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection. requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 I o• O I I ! a so 8 0 N I � Cn r N 0 II J LLl I� v_ I Z " C 0 N 8 l C*4 i' U 4 Q i } I. II LL 0 z z o S��N 1" V Z i f i 12'-0" 13'-0" 3'-s' 41'-4" '-4' L44" 6'-10" 5'-0" 6'-10" b'-4" o,214 p 12'-0" 61-05HEi�R " 5CHEDULE 4010 AO� 4020 ARM - A SHEARWALL KEY - — 4060 5H 4060 5Hol MARK 3 sHEARWAtt BRACED v+12" Tl HEARTH TEMP,ay L010"P/7* PANEL WALL PANEL DESCRIPTION "2040 SH 1'\b _'l�ti\b 6066 �J' L GL DR42 CLEARANCE F.P. I — �- — _ O1 5/6" COX PLYWOOD WITH bd NAILS I I AT 6"0.0. EDGE i 12"0.0. FIELD.PH 2 5/6" COX PLYWOOD WITH td NAILSJDA I ( L=4' -O" AT 4"0.0. EDGE t 12 O.G. FIELD 3/b" GDx PLYWOOD WITH bd NAILS I 1 ` © AT 5" O.G. EDGE t 12" OG. FIEw D I I I 24 T I 1/2" GDX PLYWOOD WITH IOd NAILS 3 AT 6' O.G. EDGE t 12" O.G. FIELD CARPET I GFAMILT L 6.. - As I/2' GDX PLYWOOD WITH Iod NAILS 1 (`b VAULT I SHO „ (� I m cv. AT 4.O.G. EDGE i 12 O.G. FIELD G m I I \ I MG -IT N — CARPET _ :. 1/2' GDx PLYWOOD WITH Iod NAILS 3� I RIDGE a GLC. 0 ( •r AT 3" O.G. EDGE t 12' O.G. FIELD � I — 1) I/2" 6YPSIJM WALLBOARD WITH 5d NAILS . O ATI" O.G. EDGE ! FIELD (I � HALL 5/b" GYPSUM WALLBOARD WITH bd NAILS I I Q ` � L A b AT'1 O.G. EDGE i FIELD 3,-6,, - 5,�„ G O L=3'-6' ' " PLASTER ARCH V a METAL OTWOVEN WIRE LATH M-A6TER OVER No. EXPANDED L -6 x +`� .AEE STAPLES, 1/6LEO AT 6 OG 2 O5/6"T-1-11 PLYWOOD $101" W/ IOd NAILS ay ( o + q: i 10 .G. EDGE t 12" O.G. FIELD (V Si."p ©mss%+ ®\b \bib I ( SOFFIT ABOVE + , AT 6' O SIMPLEX LEx 'TH ERMO-PLY 5 TRUGTURAL — — — — — — II II ' 5HT6 O 115 I H I -' — — — — — O (RED) .(. Nc THCICNEsS) TOP VE -- --- ----- — I «.....::.:::...:,:._:_—-------- ---- L=4,-0„ I 50 FIXED ARCH4'-b" ....:::...::.. :.:...:..... NO. I6 A. 4 -b — — I 3 I^V ISA. GALV. STAPLES Club +Q�„bn I GROWN, 1-1/4 LE65) OR LARGE PLAT- II I _ i +42" 5 K Br ( I " HEAD, NO. II GA. GALV. ROOFING NAILS �^ (1-1/4" LONG) AT 3" AND 6" OG L=4'-O"I COVERED LIV.� ��TIO ifJ p�p '.'rBAR +Io' -o' GL6. NO K 0 I T ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OGGUR OVER STUDS. FLUSH TILE HEARTH -r- V LT ----- HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO � / f II i Iui THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION 30" GAS FIREPLACE UNDER E q' GLC. REWREMENTS FOR THE SPECIFIC SHEATHING MATERIALS. WINDOW III 1 CARPET E _ / I I II L=a►"�'" m* � � : BRACED WALL PANEL SOLE PLATES SHALL BE FASTENED TO V AB o — I 3 p r- AND PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE.I + -a — WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE,� :\ < I :>: 4050 ARCH BLOCKING SHALL BE PROVIDED IN LINE WITH THE BRACED WALL PANEL.. � CARPET'.:.......::::::.:..r:;::.;::.;:.::<.>::::::.;:;.;::.:::.::..,... .....>. . o 10' GLG. at 4« ►- " PROVIDE 3X FRAMING MEMBERS MINIMUM AT ALL ABUTTING �w 12-� 2 5 4 4 6141 6-�4" PLYWOOD JOINTS. 51TTING ROOM Clem I I L=4. -on 011 JAM I I IO GLG. v E01j >: 11 1 0�0 iv INK 1 24" TB �110 . N --21 = L=4'-O"I — — — — — - — — — — — -1 24X24 2665 �� � 2865 5' STEEL TUB / W/ TILE TO MINO V I6 ��' ` TILE SKYLIGHT �/ \� ` 7 -0OVER WRGf. PROVIDE - m KIT HEN --� ROD FOR CURTAIN ROD i � II-111,.GLC. .;. �..::.<.::::::.::::::::r.ri.;:::.:,<;.::;::.;:>:::,<.....:...A. HALL $ATH TILE n Q GOND. uNl CARPET 2x6 STUD WALL Q «t �- — SHIP o I IN6 m _ GRPET o� — C4 4^GLC. _ �G _MCI 2x4 STUD WALL 111- 1" GLG. " c '�o6d - ATTIC MTD. H.V.A.G. ® - 2 Q 2X4 DOUBLE STUD WALLu r " m OPTIONAL LEARA%E FP. GE LING BREAK s ERT. CENTER U9H TILE RTH 4" 10 F 'I 'I ATTIC 9 AGGE55 - t Y 4 I cif' I °► MSTR BEDROOM _' -- I vi =a}-o� o $ Z�\ + cv CARPET A 1G 2665 X 10L' 7" LG. -FILING BREAK W I q' GEILI I I CARPET \�` L= 3'-0" II' -11" GLG. ATTIC, MTD. H.V.A.G. ACCESS iO� VTpSA q GL6. _— ... bti' _ DINING I I I I bey\ L=4' -On SH$P — — — SHtP - t ; --------- — : %�\vA CARPET D I� tf OR 3065 4e w v.. \ - cV L= I i I i GLG. n ALT. e \_ l CLOSET I :: K " � L=3 " : ' b i I 21-5 I/2 +I j o b y :< 5o GAS FIRED . ON IS RAISED L=4. n N — HALL > I W/ FI A m.'�\ PLA PROVID PT VAL w/ DISCHARGE II O i`' I 2 5 fi 2465 GL05ET I TOP �� .. TO I V T. 4 SEI MIG STRAPS T# B q GLG. :,::<:>:..<>: I L=4' -O' n I CARPET �, q GL6 _ -o'i L — — - — — -= — - - — � < u, 3 b FIXED ARCH TC 12--0« 8►,,I» s'� 2'-4n 13'-4 2665 PKT. _ 6050 SL DBL. 5H41P DBL. SHtP > I =lo -o ( 00 FoRCH ILE SEAT 14 PLATE PHTILE SW R TO +1'-4' R.G.B. 24' TB o oGLG. I BOT. OF F 0 +q +T «WALL �Oyt �1 — — — - — — Q ' Vp _ 6 tD13'-6 I/2' GLG. TILE +6 _ A Q 3 _ I MSTR 13ATH T • I I - �� _ 4 24" 7B I ARPirT 2 bb I I iy�o�0 m ►„O. q'-0• Q x -, — 3 6 -----r --- — — = Zv 4 0_ 0 4 4 � AR�GE -, r ; CEILING O FIXED ARCH TOP 3 5/5" TYPE 'X' GYP. BD. 4 5/6" TYPE 'X' GYP. BD. • C ELI" OVER P.G. CHANNELS • 16' r I I I II APP e 1 • utteb' X 1' ON DR 4"X12" Of. #2 HDR. G i ; 4• II 3 QI L, I� 4 -0 4 0 ib'�('P O.H. 6ARA6E DR., 4'x14" D.F.2 HDR 6 Environmental Health ��aa 2-0's FLOOR PLAN : n « « � 22'-0" � 10'-0" ._ : JAN 1 6 2003 3 -0 3 -s 2 -0 '1-6 I -6 3 -6 3-0 7 -6 II -6 SCALE: I/4 I -o FF ..3235 S.F. 11-4 GAR. = lq5 S.F. Chino, California 761-0" CA. = 365 S.F. 8 . 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