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Home My WebLink About047-220-101A 71- ` 47-22-Wioi I , n -.2-ij+�Ge; e Kinne / VFAILURE TO OBTAIN FINADPECTI'ON t/S eridian Rd. app.7/10 mi.S.o- 3/16/92 Munjar d. , Chico Permit �� 9-79P,E(util.,MH)ELEC. /_ GAS 4-2 7- _i `9SUPPORT STRUCTURE COMPACTION TEST REQ, `e:�=•+ AP 7-22-yi' Permit 7004-7,3 I ISSUED 47-22-40' / 0 1 Permit #5168-80 (new covered decks/MH) 1 0I ' - Y / �iC' yam.. ' F y • •- '47-22-101 t• 149.24';.Meridian-Rd. -Chico Permit #1423-88B(cov de s/MH)i i NEW OWNER- GERALD WNER _ — GERALD E. CARD k 14924 Meridian Chico f Permit#25�9�3 (transfer 423-88 from j Gene Kinn•) 47-22-101. 92-2182B f CARD, Gerald f' 14924 Meridian d, Chico i complete/88- 23, 80-5168; 88-2529 i 047-220-101° PERMIT#97-2128 CARD, Adam. & Parveen 14924 Meridian Rd., Chico.,; Cont c Scott ArmsLi uiig New. Single Family • ti RESIDENTIA 047-220-101 PERMIT#97-2128 CARD, Adam & Parveen 14924 Meridian Rd., Chico PERMIT Na Cont: Scott Armstrong — i New Single Family PERMIT EX!__-'_- OWNER S,(�� 0 1493_1 fi 9 ' p CONTR. ASSESSOR PARCEL LOCATION C; d 7� OFFICE COPY Address ay 4. GAS Meter By ELECTRIC Date Meter By Date J crc4-oy ELECTRI Guc� Meter By. �9 j Dated--� j' OFFICE COPY jjyy: C. Address GAS a Meter By Date6� i `Temp. Pi ELECTRIC Meter By Calle f Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) 0 Signature s 41 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER (Rev. 12/96) APPLICATION AND PERMIT -- �� N 52 / ASSESSORPAAC%UMSER f.OWNER ZONING BUILDING PERMIT TELEPHONE SOP. FT. OCC. BUILDING VALUATIO 2009 R 112806 OWNERS MAILING ADDRESS 2157 HOWARD DR_ CHICO 1312 C 17056 CONTRACTOR'S NAME SCOTT ARMSTRON TELEPHONE ' 1342-8916 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER FRATTIER RIVER STATE BANK Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 129862.00. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee - $ 774.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 503.40 BUILDING ADDRESS 14994 MERIDAN Rn Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1320.90 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF gQ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap JJ 7.00 91.0 Solar or hest` um water heater 23.00 Water piping X 15.00 15.0 Each gas water heater or vent X 15.00 TYPE OF WORK New] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WF @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600 Main Service 20O1 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 full force and effect. License Class Lic. No. � 3 7 6 O OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BUDS. SO 3.50FT. NEW CONST. NON -RES D. M.UULCTI Ou"WI 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES BAL Ex. Occup. ouirs AEED SIoOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 3 TON 20,00 Cooling Hood 6.50 6-90 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation �e 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 forthwi comply 4wit1hoseprovisions. ^7 X li�L/ Date Signature of Applicant - ❑ Owner B-Contlactor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in Wt. Mobile Home Installation Fee is Energy Inspection Fee Is zL6. nn � VW corlsT. TOTAL FEE $ 1720.50 HAZ. FE MP FLoo I CDF PAp PD I HD This permit is hereby issued under of the Butte County Code and/or indicate .above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date / C Date ReceiptNo. 224454/$ z ZWOO WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLD NROD-APPLICANT 6 =; �6 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTF.R ]?1211T - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET z -Z 6 / OWNER: ASSESSOR PARCEL ER: Proposed 13uilding Use: Building Inspector: Date: _ _ter' At time of permit applicatio , was advised the following data must be submitted prior to permit processing and/or issuance: � Date Received By 04 All items have been submitted.------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------- 03. --------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- fufactured Home data and installation instructions including Tie Down Specifications.---------- ,ees of $ $�% ' ��------2z WGc)----------------------- --------- - -pact fees as shown on the attached schedule. -- -� -�------- lifornia Department of Forestry plan approva f s - ----- -------------------------- O 13. Flood elevation certificate.------------------------------------------------------------- ------------------ REa04--S-a—nitation and plot.plan approva / f Health Department. ----------------------------------- ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use;, (B) Parking: -------------------------- ❑ 18. Cpntact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ncroachment Permit,for driveway (construction approval prior to occupancy). ---------------------------- El 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------ X er of signature authorization. ------------------------------------------------- orded copy of Agricultural Acknowledgment Statement. -------------- ---- ❑26. Letter of intent on building use. --=------------------------------------------------ ❑27. Manufactured Home utility clearance. ------------------------------------- 028. Existing violations and/or expired permits. ------------------------------- 029. 0433 A, ❑Grant Deed,11 M.H. Title, C3Check to H.C.D �} . 030. Other: n % toe–;k ' -4 r 1W )� t �/ (Date) When you issue the permit, ocess as follows ❑ Mail to owner, ❑M '1 to contractor. ❑Telephone � Z - ziG and hold for pickup ae—' o ce. ❑ Delip with inspector. Applicant: ' �/A, Date: 9 % Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department,❑ O Date: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: ((proved by: 421 Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. (v&blo�er by: Date: Yellow Copy - Department of Development Services, Building Division. r. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7�a);V -�! E.H. USE ONLY Plot PI= nnachea YCT FI.r Pim nye yes Smi to B.D. <f ARD 47-zza-/.0 / Owner Location AP// Plan Approved for: Sewage Disposal X Water Supply: ` . Public Private Well_ Clearance for 3 bedroom mobik home. Other Hold final for: Final clearance O.K. for: 1 NOTE: 11.,we �e Gon/IP�i°d �e ex.s7�hs St I+G sSas�ein �Ly�• Envir men Health Specialist Date 8/92 EXY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) "�-- - I -APPLICATION AND PERMIT /_2 1 ASSESSOR'P'AALACELNUMBER ZONING ! iv BUILDING PERMIT OWNER r 01AF0 � •�/:✓F 1 �� TELEPHONE 3 t- 033 y SO. FT. OCC. BUILDING VALUATION - OWNER'S MAILING ADOR SS /`� /I` 40 V&. L� ` �J 2/5-7 / 2- /76 YL CONT?TO R'S NAME G�%/ TELEPHONE CONTRACTOR IA NO/ADDRES�S.,L 3 ,rNG % Coco 9 S1 7,3 CONST CTION LENDER Z-= 2Jvgr S7>5g; E 1.34-46< Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ c ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ % Nr ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ / BUILDING ADDRESS Z 5% l�9F2/D�vf ,epi G�� Energy Plan Checking Fee $ $ PERMIT FEE $ r LOT NO. SUBDIVISIONS NAME PARC L MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0071( USEOFSTRUCTURE SFDuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 ' Each gas water heater or vent 15.00 — TYPE OF WORK New 01 Addition ❑ Remo"deln❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: `J�✓l Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S .-- ELECTRICAL PERMIT Filing Fee 20.00 Main Service Z0*.' D. :s' 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.POWER 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: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" de and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST, DWELLING OCCUP. SO OR ADDNS. a Acc. ea.ns. 3.5¢x; Q NOL RESID. MULTI-OUTLETRANCH CIRCUITS @7,50 APPARATUS d SINGLE OUTLET CIR. Ex. Occup, OUTLET ORFDRURES 20@''0° ens @ .so Ex. Occup. D,flxT�APPRES D°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating 3 TV -i.__ Q. co Cooling "t ,24 Hood 6.50 /3-C% Ventilation PERMIT FEir S Mobile Home Installation Fee $ Energy Inspection Fee $ CP6 -,r CD, T TOTAL F $ 7�C3� HAZ. 1 D. FEES IMP D PAR PO ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ Date Receipt No. WHITE-D.D.S.-B.D. CANARY -AS SOR PI -INSPECTOR GOLDENROD -APPLICANT • .-. -�,.. �'s3i •-.L,+^^..- s T' ,�::.....7.^'....-s+t:il.�.. �r�l°'"7.^„^.''''`.�..` �;N-.,..•r.-:�.r+fit:.-ci..---`J•.w+...w.r..r tR*-.+...yn.......s:;'+,.-w..t.-.-..wr-...�..-`.+...-_...y+� ,•.- ... ` COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER I' yl�—�`G�}�� A. P. 0 4'7. 62-7- 16 . PROPOSED BUILDING USE �'� . 3 T3 6L/� DATE O " 97 ' REC # DATE REC " BUILDING PERMIT FEES -- Balance Due ....: ........... � -- Additional Fees Due ........... -- E .. Additional Fees Due ........... $ -- Revised PI hecking Fee ........ $ HOOL DISTRICT FEES P at District Office) S rtia17 FEES (paid at Build' lde....... "'X $360.004 itss - Commercial (sq.ft.)... x Sq.Ft. 4. URBAN AREA FEES (paid at Building'Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. _b,�5. RECREATION DISTRICT FEES l (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER - At time -of, application, I was advised the above fees are required to be paid prior to issuance of the + building permit: These fees may be changed during,the plan checking process. APPLICANT DATE Original -Owner Copy -Building Div. (Rev. 12/96) 1 l' Recorder 2: 16pm 16-Oct-97�IT PUBL - XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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, piowing, 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: All that certain real property situate in the unincorporated area of the County of Butte, State of California, being more particularly described as follows: Parcel 1 as shown on that certain parcel map, filed in the Office of the Recorder of the County of Butte, State of California, on July 19, 1982, in book 89 of maps, at page 5. AN 047-220-101 Date: -o- 1 `i PRO R O ADAM D - CA -R11) State uf'CaRfornia ) County of Gu +t ) On 10 -1 L4 - 9 -7 before me, V- ✓ Sa v) vi M. i c,0 e I f 1�-1 U ✓' CTYY , 1/� O-ta ✓ personally appeared P d Qyo -D. 124.1j ayl d 7a " PP✓1 L— C G I✓d aersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/shetthey 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. KRISANN MICHELLE MORTON COMM. N 1072400 .5 NOTARY PUBLIC - CALIFORNIA Signature CN1 COUNTY OF BUTTE w My Comm. Expires Sept. 17, 1999 A.P.# May 1995 2.19 97-038955 1 Rec Fee 5.00 And when recorded mail to: I IHF 2.00 Building Division Recorded I PPG 3.00 #7 County Center Drive i Official Records I Check 10.00 Oroville, Ca. 95965 County of I Butte Candace J. Grubbs I Recorder 2: 16pm 16-Oct-97�IT PUBL - XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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, piowing, 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: All that certain real property situate in the unincorporated area of the County of Butte, State of California, being more particularly described as follows: Parcel 1 as shown on that certain parcel map, filed in the Office of the Recorder of the County of Butte, State of California, on July 19, 1982, in book 89 of maps, at page 5. AN 047-220-101 Date: -o- 1 `i PRO R O ADAM D - CA -R11) State uf'CaRfornia ) County of Gu +t ) On 10 -1 L4 - 9 -7 before me, V- ✓ Sa v) vi M. i c,0 e I f 1�-1 U ✓' CTYY , 1/� O-ta ✓ personally appeared P d Qyo -D. 124.1j ayl d 7a " PP✓1 L— C G I✓d aersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/shetthey 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. KRISANN MICHELLE MORTON COMM. N 1072400 .5 NOTARY PUBLIC - CALIFORNIA Signature CN1 COUNTY OF BUTTE w My Comm. Expires Sept. 17, 1999 A.P.# May 1995 2.19 NOTE TO RECORDER: DO NOT RECORD THIS SIDE , Y A.A. — Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property, in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. * Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Jiwt bri^g the copy rack to the Bu lding Di.ricinn at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. -4,' 00p.m. (Monday --Thursday)-. May 1995 2.18 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: aA 12� BUILDINGPERMITNUMBER: PLAN CHECKER: A.P. NUMBER: -ng requirements: (side yards and number of permitted living units). ation. s signed by designer. er description of work on application. U ting violations on property. s on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). rded notice of violation. N: parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. . tComplete Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). LO--(0R PLAN: Complete to scale plan with dimensions. ' Required windows for light and ventilation (Section 1203). equired windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). _ Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. and cooling equipment, other electrical or gas equipment. c Location of water heaters, heatingarc Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). - jPlumbing fixtures, water closet clearances and shower size.. SiTRUCTUR.AL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. — lvwlm .5A Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. June 1997 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). " Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. —1.8—' Automatic Fire Sprinkler Systems (Section 310.10) .. For Inspection Jacket: -- Flood Hazard/Elevation Certificate 7X SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.2 VVV4L 111111) LL Vllb' 3 San Pablo Ct. Chico, CA 95973 Re: Single Family Residence APN 047-220-101 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 Date: 10/21/97 Permit #97-2128 Action Required: [x] Comply with plan check lists [x] Submit revised plans as necessary (two copies minimum) [x] Submit additional calculations as requested (two copies) [ ] Return all original materials & revised plans to the building department Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4 P.M.. Sincere . i3 George R. Kellogg Plan Check Engineer cc Adam & P en Card 2157 Ho d Drive Chico, CA Larry Warner, Architect --_.-- - _ 2059 Forest Avenue, Suite 6 Chico, CA 95928 PLAN CHECK LIST Permit Applicant: Scott Armstrong Date: 10/21/97 Permit #97-2128 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, or calculations as follows: Provide anchor bolt spacing and specifications for the typical house/exp,. footing. County soils map indicates that the site area has the potential for highly expansive soil. Please provide identification of the soil per the classification system indicated in Table 18 -I -A of the Uniform Building Code. Investigate whether the subgrade material of the house foundation is expaasi_ve.. Revise theof undation design -as necessary to account for subgrade soil conditions reflecting actual material type (allowable bearing pressure per UBC or Geotechnical Investigation) and expansion potential. Indicate if foundation is to be placed on undisturbed native soil or engineered fill. Present plan notes call for a relative compaction of 98 % per ASTM 698. If the foundation is to be placed on engineer fill using this specification show that it is equivalent of the commonly accepted standard of 90% relative compaction per ASTM 1557. ,,A�-Provide details on how lateral loads are transferred from the horizontal diaphragms into the proposed shear walls. Show these details on the plans. The shear wall layout in the design calculations shows a 12'-6" shear wall on the upper floor. Where is this shown on the plans. Provide remaining items requested on the permit application data sheet 2 LIMITED STRUCTURAL CALCULATIONS FOR SINGLE FAMILY RESIDENCE FOR Adam & Parveen Card JOB SITE APN: - - 14924 meridian rd. Chico, CA A*E*C G `-up ARCHITECTURE + ENGINEERING + CO' STRUCTION Larry J. Warner A.M. ARJHITECT' 2059 FOREST AVE., SUI'E-6- CHICO, CALIFORNIA 95928 916-892-8008 5 "a PROJECT: Single Family Residence PROJ. No. A97008CA LOCATION: Chico, CA DATE: 7/3/97 BY: LJW PAGE 1 OF CODES: Uniform building code, 1994 Edition AISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f = 2,500 psi min. @ 28 days Masonry: f = 1500 psi Mortor: f = 1800 psi, Type "S" Grout: f = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F-V8'Combination LOADS: Roof Live Load: 20 psf Non -Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of A.E.0 GROP, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. AEC GROUP, Larry J. Warner AIA, 2059 Forest Ave., Suite 6, Chico, CA 95926, 916-892-8008 t PROJECT: Single Family Residence PROJ. No. A97008CA LOCATION: cHICO, CA DATE: 7/3/1997 BY: LJW PAGE l -A OF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF ROOF 1.5 PSF 1/2" CDX PLY 1.5 2x8 @ 24" O.C. 2.1 2x6 @ 24" O.C. 1.6 1/2" GYP BRD. 2.5 INSUL 1.5 MISC 1.0 TOTAL 11.2 PSF USE 12.0 PSF. TRUSSED ROOF SYSTEM ROOF 1:5 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 4.0 1/2" GYP BRD. 2.5 INSUL 1.5 MISC 0.5 TOTAL 11.5 PSF USE 12.0 PSF. FLOOR SYSTEM (CONV. FRAMING) 3/4" CDX PLY 2.3 PSF 2x8 @ 16" O.C. 2.2 5/8" GYP BRD 2.8 MISC 0.5 TOTAL ( TJI FRAMING) 3/4" CDX PLY 2.3 PSF TJI @ 19.2" O.C. 1.4 5/8" GYP BRD 2.8 MISC 0.5 8.8 PSF TOTAL 7.0 PSF USE 9.0 PSF. USE 9.0 PSF. AEC GROUP, Larry J. Warner AIA, 2059 Forest Ave., Suite 6, Chico, CA 95926, 916-892-8008 1 N _4 I IN I� GJ -2-1 K44 -q wGTS.L I -8 q—At-A LAY O �.rj' I-- l7 a -, OG -1 Puy- 0c-1 - t —I Roof Beam( 94 UBC (91 NDS)1 Ver. By: Larry J. Warner AIA , AEC Group o Proiect. A97008CA - Location: DB71 Beam @ deck Summary: 3.50 IN x 5.50 IN x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 28.3% Controlling Factor: Section Modulus Deflections: - Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Reqd.: Beam .Data: Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Beam Loadinq: Live Load: Roof Loaded Area Roof Live Load Method: 1 Side One: Roof Dead Load: Roof Rafter Tributary Width: Side Two: Roof Dead Load: Roof Rafter Tributary Width: Roof Duration Factor: Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Beam Live Load W/ Slope Red'n: Beam Self Weiqht: Beam Total Dead Load: Total Maximum Load: Controllinq Total Desiqn Load: Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1.30 Fv': Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: Shear (0.. d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: V4000034 n: 06-30-1997 DLD= 0.11 IN LLD= 0.11 IN = U842 TLD= 0.22 IN = U432 RL= 384 LB RD= 365 LB RT= 749 LB BL= 0.34 IN L= 8.0 FT Lu= 0.0 FT RP= 5.00 :12 U 240 U 180 LL= 16 PSF RLA= 48 SF DL1= 15 PSF TW1= 4.0 FT DL2= 10 PSF TW2= 2.0 FT Cd= 1.15 Ladi= 8.0 FT wL= 96 PLF BSW= 5 PLF wD= 91 PLF WT= 187 PLF wTcont= 187 PLF Fb= 875 PSI Fv= 95 PSI E= 1600000 PSI Fc perp= 625 PSI Fb'= 1308 PSI Fv'= 109 PSI M= 1499 FT -LB V= 664 LB Sreq= 13.8 IN3 S= 17.6 IN3 Areq= 9.2 IN2 A= 19.2 IN2 Ireq= 20.3 IN4 1= 48.5 IN4 Column( 94 UBC (91 NDS)1 Ver. V4000034 By: Larry J. Warner AIA, AEC Group on: 06-30-1997 Proiect: A97008CA - Location: DC-1 Deck col / Summary: 3.50 x 3.50 x 8.0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 89.2% Base Reactions: Live: RL= 384 LB Dead: RD= 392 LB Total RT= 776 LB Axial Loads: Live Loads: PL= 384 LB Dead Loads: PD= 365 LB Total Loads: PT= 749 LB Column Data: Lenqth: L= 8.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Lenqth (X Axis): Lx= 8.0 FT Maximum Unbraced Length (Y Axis): Ly= 0.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Desiqn Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bendinq Stress (X Axis): Fbx= 875 PSI Bendinq Stress (Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50 Fby': Fby'= 1313 PSI Adiustment Factors: Cd=1.00 Cf=1.50 Fc'(parallel): Fc!—pad= 568 PSI Adiustment Factors: Cd=1.00 Cf=1.15 Cp=0.38 Controllinq Direction: (X Axis) Compressive Stress: fc= 61 PSI Allowable Compressive Stress: Fc'= 568 PSI Column Properties: Column Section (X Axis): dx= 3.50 IN Column Section (Y Axis): dy= 3.50 IN Area: A= 12.25 IN2 Section Modulus (X Axis): Sx= 7.1 ' IN3 Section Modulus (Y Axis): Sy= 7.1 IN3 Length Depth Ratio: Lex/dx= 27.4 Ley/dy= .0 Column Aendinq Calculations: Combined Stress Factor: CSF= 0.11 Column[ 94 UBC (91 NDS)1 Ver. V4000034 By: Larry J. Warner AIA , AEC Group on: 06-30-1997 Proiect: A97008CA - Location: C-1 @ girder truss over foyer Summary: (2) 1.50 x 3.50 x 9.0 FT #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 31.1% " Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Base Reactions: Live: RL= 2016 LB Dead: RD= 1916 LB Total: RT= 3932 LB Axial Loads: Live Loads: PL= 2016 LB Dead Loads: PD= 1890 LB Total Loads: PT= 3906 LB Column Data: Lenqth: L= 9.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Lenqth (X Axis): Lx= 9.0 FT Maximum Unbraced Length (Y Axis): Ly= 0.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Desiqn Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bendinq Stress (X Axis): Fbx= 875 PSI Bendinq Stress (Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50 Fby': Fby'= 1313 PSI Adiustment Factors: Cd=1.00 Cf=1.50 Cfu=1.10 Fc'(parallel): Fc'_parl= 463 PSI Adiustment Factors: Cd=1.00 Cf=1.15 Cp=0.31 Controllinq Direction: (X Axis) Compressive Stress: fc= 372 PSI Allowable Compressive Stress: Fc'= 463 PSI Column Properties: Column. Section (X Axis): dx= 3.50 IN Column Section (Y Axis): dy= 3.00 IN Area: A= 10.50 IN2 Section Modulus (X Axis): Sx= 6.1 IN3 Section Modulus (Y Axis): Sy= 5.3 IN3 Length Depth Ratio: Lex/dx= 30.9 Ley/dy= .0 • Column Bendinq Calculations: Combined Stress Factor: CSF= 0.69 Floor Joist[ 94 UBC (91 NDSj 1 Ver. V4000034 Bv: Lary J. Warner AIA , AEC Group on: 06-09-1997 Project: A97008CA - Location: FJ -2-1 Typ. floor joist Summary: SERIES Pro / 11.875 - TRUS JOIST -MACMILLAN x 13.5 FT 00, 19.20 O.C. Section Adequate By: 33.4% Controllinq Factor: Allowable end reaction * [-joists were desiqned for simple spans usinq the joist manufacturers published values. If the design does not match the actual joist loadinq or span conditions in any way, contact the joist manufacturer for design verification. Deflections: Interior Span Live Load: LLD= Interior Span Total Load: TLD= Joist Reactions: Live Load: RL= Dead Load: RD= Total Load: RT= Joist Data: Span: L= Maximum Unbraced Lenqth: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Joist Loadinq: Uniform Live Load: LL= Floor Duration Factor: Cd= Code Required Concentrated Live Load: LLconc= Uniform Dead Load: DL= Joist Live Load: wL= Joist Dead Load:. wD= Properties For: SERIES Pro / 11.875- TRUS JOIST -MACMILLAN D 0.22 IN = U753 0.30 IN = U547 432 LB 162 LB 594 LB 13.5 'FT 0.0 ' FT 480 Maximum Moment: 360 2005 40 1.00 0 15 64 24 . epth. - Moment Capacity: . D= Mcap= 11.88 2675 Shear Capacity: Vcap= 1420 EL El= 253000000 End Reaction Capacity: Rcap= 800 Comparisons With Required Sections: Maximum Moment: M= 2005 Adjusted Moment Capacity: Mcap adi= 2675 Maximum Shear: V= 594 Adjusted Shear Capacity: Vcap adi= 1421 EI Required: Elreq= 166409025 EI: El= 253000000 Maximum End Reaction: Rmax= 594 Adjusted Reaction Capacity: Reap_adj= 800 PSF LB PSF PLF PLF IN FT -LB LB LB-IN2 LB FT -LB FT -LB IN3 LB LB-IN2 LB-IN2 LB LB Uniformly Loaded Floor Beam[ 94 UBC (91 NDS)1 Ver. V4000034 By: Larry J. Warner AIA , AEC Group on: 06-09-1997 Prosect: A97008CA - Location: FB -2-1 Floor beam c@ bedroom 2/ open Summary: L// (2) 1.75 IN x 11.875 IN x 16.25 FT / 1.8E WS MicroLam - TRUS JOIST -MACMILLAN Section Adequate By: 7.6% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.34 IN Live Load: LLD= 0.42 IN = U465 Total Load: TLD= 0.76 IN = U258 Reactions (Each End): Live Load: RL= 1909 LB Dead Load: RD= 1529 LB Total Load: RT= 3439 LB Bearing Length Reqd.: BL= 1.31 IN Beam Data: Span: L= 16.25 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loadinq: Floor Dead Load: DL= 15 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 5.875 FT Side Two: Floor Live Load: LL2= 0 PSF Tributary Load Span(Side Two): TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 90 PLF Averaqe Uniform Live Load: LLave= 40 PSF Beam Loadinq: Beam Total Live Load: wL= 235 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 188 PLF Total Maximum Load: WT= 423 PLF Controllinq Total Design Load: wTcont= 423 PLF Properties For: 1.8E WS MicroLam- TRUS JOIST -MACMILLAN Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000' PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= 2604 PSI Adjustment.Factors: Cd=1.00 Cf=1.00 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 13970 FT -LB Shear (A d from beam end): V= 3020 LB Comparisons With Required Sections: Section Modulus: Sreq= 64.4 IN3 Area: S= 82.2 IN3 Areq= 15.9 IN2 Moment of Inertia: A= Ireq= 41.5 454.1 IN2 IN4 1= 488.4 IN4 Uniformly Loaded Floor Beam[ 94 UBC (91 NDS)1 Ver. V4000034 By: Larry J. Warner AIA , AEC Group on: 06-09-1997 Proiect: A97008CA - Location: FB -2-2 Floor beam c@ bedroom 3/ kitch PSF Summary: PSF (2) 1.75 IN x 11.875 IN x 8.0 FT / 1.8E WS MicroLam - TRUS JOIST -MACMILLAN Section Adequate By: 198.9% Controlling Factor: Section Modulus 40 Deflections: 5.875 Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 470 Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: 'BL= Beam Data: 2600 Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Floor Loadinq: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): TW1= Side Two: Floor Live Load: LL2= Tributary Load Span(Side Two): TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Averaqe Uniform Live Load: LLave= Beam Loadinq: Beam Total Live Load: wL= Beam Self Weiqht: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Controllinq Total Desiqn Load: wTcont= Properties For: 1.8E WS MicroLam- TRUS JOIST -MACMILLAN Bendinq Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 Cf --1.00 Fv': Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: Shear (A d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Fv'= M= V= 0.03 IN 0.05 - IN= U1948 0.08 IN = U1227 1880 LB 1105 LB 2985 LB 1.14 IN 8.0 FT 0.0 FT 360 240 15 PSF 40 PSF 5.875 FT 40 PSF 5.875 FT 1.00 IN2 90 PLF 40 PSF 470 PLF 10 PLF 276 PLF 746 PLF 746 PLF 2600 PSI 285 PSI 1800000 PSI 750 PSf 2604 . PSI .285 PSI 5971 FT -LB 2247 LB Sreq= 27.6 IN3 S= 82.2 IN3 Areq= 11.9 IN2 A= 41.5 IN2 Ireq= 95.6 IN4 1= 488.4 IN4 Multi-Loaded Beamf 94 UBC (91 NDS)1,Ver. V4000034 By: Larry J. Warner AIA , AEC Group on: 07-01-1997 Proiect: A97008CA - Location: FB-2-3 Fir Bm @ FB-2-2 @ stair Summary: ` 3.50 IN x 9.25 IN x 4.0 FT,/ #2 - DOUGLAS FIR-LARCH - Dry Use ' Section Adequate By: 27.3% Controlling Factor: Area Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.01 IN = U3772 t Total Load: TLD= 0.02 IN = U2386 End Reactions(Left Side): Live Load: RL1= r 1068 LB Dead Load: RDI= 616 LB Total Load: RT1= 1684 LB End Reactions(Right Side): Live Load: RL2= 1068 LB Dead Load: RD2= .616 LB Total Load:RT2= 1684 LB Bearinq Lenqth Regd.(Left) : BL1=. 0.77 IN Bearing Length Regd.(Right): BL2= 0.77 IN Beam Data: - Span: L= 4.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: - U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 64 PLF Dead Load: wD= 24 PLF Beam Self Weight: BSW= 8 PLF Total Load: WT= 96 PLF Concentrated Load PI: - Live Load: `4 PL1= 1880 LB Dead Load: PD1= 1105 LB Total Load: PT1= 2985 LB Location: X1= 2.0 FT Properties For: #2- DOUGLAS FIR-LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI 4 Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc—perp=L 625 PSI Adjusted Properties: Fb' (Tension): Fb'= *1050 PSI Adjustment Factors: Cd=1.00 Cf=1.20 Fv': Fv'= 95 PSI Adiustment Factors: Cd=1.00 Design Requirements: F Maximum Moment: M= 3177 FT-LB 2.0 FT From Left Support Shear (01 d from beam end): V= 1610 LB Comparisons With Required Sections: ' Section Modulus: Sreq= 36.4 IN3 S= 49.9 INS Area: Areq= 25.5 IN2 A= 32.3 Moment of Inertia: Ireq= 23.3 Wt 1= 230.8 IN4 , E . ' Floor Joist[ 94 UBC (91 NDS)1 Ver. V4000034 By: Larry J. Warner AIA , AEC Group on: 06-30-1997 Project: a97008ca - Location: FJ -1-1 TYP. FLOOR JOIST Summary: SERIES Pro / 9.5 - TRUS JOIST -MACMILLAN x 13.5 FT 00, 16.00 O.C. Section Adequate By: 8.3% Controllinq Factor: Allowable end reaction * I -joists were desiqned for simple spans usinq the joist manufacturers published values. If the desiqn does not match the actual joist loadinq or span conditions in any way, contact the joist manufacturer for design verification. Deflections: Interior Span Live Load: Interior Span Total Load: Joist Reactions: Live Load: Dead Load: Total Load: Joist Data: Span: Maximum Unbraced Lenqth: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loadinq: Uniform Live Load: Floor Duration Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: SERIES Pro / 9.5- TRUS JOIST -MACMILLAN Depth: Moment Capacity: Shear Capacity: EI: End Reaction Capacity: Comparisons With Required Sections: Maximum Moment: Adjusted Moment Capacity: Maximum Shear: Adjusted Shear Capacity: EI Required: EI: Maximum End Reaction: Adjusted Reaction Capacity: LLD= TLD= 0.30 IN = U536 0.42 IN = U390 RL= 360 LB RD= 135 LB RT= 495 LB L= 13.5 FT Lu= 0.0 FT U 480 U 360 LL= 40 PSF Cd= 1.00 LLconc= 0 LB DL= 15 PSF wL= 53 PLF wD= 20 PLF D= 9.50 IN Mcap= 2005 FT -LB Vcap= 1120 LB E1= 145000000 LB-IN2 Rcap= 800 LB M= 1671 FT -LB Mcap_adj= 2005 FT -LB V= 494 IN3 Vcap adj= 1121 LB Elreq= 133891137 LB-IN2 El= 145000000 LB-IN2 Rmax= 495 LB Rcap adj= .800 LB 1 Adjusted Properties: Fb' (Tension): ' . Fb'= 3 i •,, Uniformly Loaded Floor Beamf 94 UBC (91 NDS)1 Ver. V4000034 Fv': ' By: Lang J. Warner AIA , AEC Group on: 06-30-1997, Adiustment Factors: Cd=1.00. { , Proiect: A97008CA -Location: FG -1 Typ. Floor Girder first floor Maximum Moment: M= Summary: ; V= Comparisons With Required Sections: ; 3.50 IN x 7.25 IN x 5.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use . Sreq= • S - Section Adequate By: 21.5% Controlling Factor: Area Deflections: Dead Load:' :- DLD= 0.03 IN Live Load: LLD= 0.02 IN = U2904 Total Load: TLD= 0.06. IN = U1088 Reactions (Each End): Live Load: RL= 653 LB Dead Load: RD= - 1090 LB Total Load: T RT= 1744 LB Bearing Length Regd.: BL= 0.80 IN Beam Data:. Span: L= 5.0 FT Maximum Unbraced Span: ' Lu= 0.0 FT t Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Dead Load: DL= 40 PSF Side One: Floor Live Load:f' LL1= 15 PSF Tributary Load Span(Side One): TW1= 6.75 FT Side Two: Floor Live Load: - LL2= 40 PSF Tributary Load Span(Side Two)- ? TW2= 4.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Averaqe Uniform Live Load: LLave= 24 PSF Beam Loadinq: Beam Total Live Load: wL= 261 PLF • Beam Self Weiqht: ' BSW= 6 PLF r Beam Total Dead Load: wD= 436 PLF k Total Maximum Load: wT= 697 PLF Controllinq Total Desiqn Load: wTcont= 697 PLF Properties For: #2- DOUGLAS FIR -LARCH n Bendinq Stress: Fb= - 875 PSI Shear Stress: ` ' Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties: Fb' (Tension): ' . Fb'= 3 Adjustment Factors: Cd=1.00 Cf=1.30 Fv': Fv'= ' Adiustment Factors: Cd=1.00. { , Design Requirements: Maximum Moment: M= Shear (A, d from beam end): V= Comparisons With Required Sections: ; Section Modulus: Sreq= • S - Area: ' Moment of Inertia: - { r - { f. � r 4 ♦ r t ' L t i Areq= A= Ireq= y a 1138 PSI 95 PSI 2179 FT -LB 1322 LB 23.0 IN3 30.6 IN3 20.9 IN2 25.3 IN2 24.6 IN4 111.1 IN4 Column] 94 UBC (91 NDS)1 Ver. V4000034 By: Larry J. Warner AIA, AEC Group on: 06-30-1997 Proiect: A97008CA - Location: FC-1 Fir girder col @ fg-1 / Summary: 3.50 x 3.50 x 3.0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 90.5% Base Reactions: Live: RL= 653 LB Dead: RD= 1100 LB Total: RT= 1753 LB Axial Loads: Live Loads: PL= 653 LB Dead Loads: PD= 1090 LB Total Loads: PT= 1743 LB Column Data: Length: L= 3.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 0.0 FT Maximum Unbraced Length (Y Axis): Ly= 0.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI Bending Stress (Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50 - Fby': Fby'= 1313 PSI Adiustment Factors: Cd=1.00 Cf=1.50 Fc'(parallel): Fd—pad= 1495 PSI Adiustment Factors: Cd=1.00 Cf=1.15 Controlling Direction: (Y Axis) Compressive Stress: fc= 142 PSI Allowable Compressive Stress: Fc'= 1495 PSI Column Properties: Column Section (X Axis): dx= 3.50 IN Column Section (Y Axis): dY= 3.50 IN Area: A= 12.25 IN2 Section Modulus (X Axis): Sx= 7.1 IN3 Section Modulus (Y Axis): Sy= 7.1 IN3 Length Depth Ratio: Lex/dx= 0.0 Ley/dy= .0 Column Bending Calculations: Combined Stress Factor: CSF= 0.10 ` Square Footing Design ( 94 UBC (91 NDS)1 Ver. V4000034 Bv: Lang J. Warner AIA , AEC Group on: 07-01-1997 Proiect: a97008ca - Location: FTG -1 @ FB -2-1 & FG -1 Summary: Size: 2.0 FT x 2.0 FT x 10.00 IN * Footing has been designed without reinforcement. Footing Loads: . Live Load: PL= 2562 LB Dead Load: PD= 2619 LB Total Load: PT= 5181 LB Ultimate factored load: Pu= 8022 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1375 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 2.0 FT Width: W= 2.0 FT Area: A= 4.0 SF Ultimate bearing pressure: Qu= 2006 PSF Column Base Dimensions: Length: 1= 3.50 IN Width:. w= 3.50 IN Footing Size Selection: Required footing area: Areq= 3.77 SF Minimum footing size required: Lreq= 1.94 FT Footing depth based on shear stresses: Selected footing depth: D= 10.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 5484 LB Punching shear stress: vu1= 16 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 84 LB Beam shear stress: vu2= 1 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: . Factored moment: Mu= 17559 IN -LB Nominal moment strength: Mn= 65000 IN -LB Square Footinq Desiqn f 94 UBC (91 NDS)1 Ver. V4000034 Bv: Lang J. Warner AIA , AEC Group on: 07-01-1997 Proiect: A97008CA - Location: FTG -2 @ FB -2-3 @ Stair Summary: Size: 1.25 FT x 1.25 FT x 10.00 IN " Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 1066 LB Dead Load: PD= 616 LB Total Load: PT= 1682 LB Ultimate factored load: Pu= 2675 LB Footing Properties: Allowable soil bearinq pressure: Qs= 1500 PSF Effective soil bearinq pressure: Qe= 1375 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Lenqth: L= 1.25 FT Width: W= 1.25 FT Area: A= 1.56. SF Ultimate bearinq pressure: Qu= 1712 PSF Column Base Dimensions: Length: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footinq area: Areq= 1.22 SF Minimum footinq size required: Lreq= 1.11 FT Footing depth based on shear stresses: Selected footinq depth: D= 10.00 IN Punchinq Stress Calculations: Critical perimeter: Bo= 64.00 IN Punchinq shear: Vu1= 0 LB Punchinq shear stress: vu1= 0 PSI Allowable punchinq shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 1805 IN -LB Nominal moment strength: Mn= 40625 IN -LB Square Footing Design f 94 UBC (91 NDS) -1 Ver. V4000034 By: Larry J. Warner AIA , AEC Group on: 07-01-1997 Proiect: a97008ca - Location: FTG -3 @ FB -2=3 @ KITCHEN LB Summary: PSI Size: 1.5 FT x 1.5 FT x 10.00 IN PSI * Footing has been designed without reinforcement. LB Footing Loads: PSI Live Load: PL= Dead Load: PD= Total Load: PT= Ultimate factored load: Pu= Footing Properties: Allowable soil bearing pressure: Qs= Effective soil bearing pressure: Qe= Concrete.compressive strength: F'c= Selected Size: Length: L= Width: W= Area: A= iUltimate bearing pressure: Qu= Column Base Dimensions: ' Length: 1= Width: , W-- =Footing FootingSize Selection: Required footing area: Areq= Minimum footing size required: Lreq= Footing depth based on shear stresses: Selected footing depth: ! D= Punching Stress Calculations: Critical perimeter: Bo= ` Punching shear: Vu1= Punching shear stress: vu1= Allowable punching shear stress: vc1= Beam shear stress calculations: Beam shear: Vu2= Beam shear stress: vu2= ! Allowable beam shear stress: vc2= Bending Requirements: Factored moment: Mu= Nominal moment strength: Mn= 1880 LB 1105 LB 2985 LB 4743 LB 1500 PSF 1375 PSF 2500 PSI 1.5 FT 1.5 FT 2.25 SF 2108 PSF 6.00 IN 6.00 IN 2.17 SF 1.47 FT 10.00 IN 64.00 IN 995 LB 2 PSI 200 PSI 0 LB 0 PSI 100 PSI 4743 IN -LB 48750 IN -LB Square Footing Design ( 94 UBC (91 NDS)1 Ver. V4000034 By: Larry J. Warner AIA , AEC Group on: 07-01-1997 Proiect: A97008CA - Location: FTG -4 @ C-1 @ Girder truss Summary: Size: 1.75 FT x 1.75 FT x 10.00 IN " Footing has been designed without reinforcement. Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: Footing Properties: Allowable soil bearing pressure: Effective soil bearing pressure: Concrete compressive strength: Selected Size: Length: Width: Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing Size Selection: Required footing area: Minimum footing size required: Footing depth based on shear stresses: Selected footing depth: Punching Stress Calculations: Critical perimeter: Punching shear: *Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Bending Requirements: Factored moment: Nominal moment strength: y PL= 2016 LB PD= 1916 LB PT= 3932 LB Pu= 6110 LB Qs= 1500 PSF Qe= 1375 PSF F'c= 2500 PSI L= 1.75 FT W= 1.75 FT A= 3.06 SF Qu= 1995 PSF 1= 6.00 IN w= 6.00 IN Areq= 2.86 SF Lreq= 1.69 FT D= 10.00 IN Bo= 64.00 IN Vu1= 2563 LB vu1= 6 PSI vc1= 200 PSI Vu2= 0 LB vu2= 0 PSI vc2= 100 PSI Mu= 8183 IN -LB Mn= 56875 IN -LB Square Footing Design f 94 UBC (91 NDS)1 Ver. V4000034 By: Lary J. Warner AIA , AEC Group on: 06-30-1997 Proiect: A97008CA - Location: FTG-FC1 ftg @ FC-1 @ floor girder Summary: cz/ Size: 1.25 FT x 1.25 FT x 10.00 IN * Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 653 LB Dead Load: PD= 1100 LB Total Load: PT= 1753 LB Ultimate factored load: Pu= 2650 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1375 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 1.25 FT Width: W= 1.25 FT Area: A= 1.56 SF Ultimate bearing pressure: Qu= 1696 PSF Column Base Dimensions: Length: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footing area: Areq= 1.27 SF Minimum footing size required: Lreq= 1.13 FT Footing depth based on shear stresses: Selected footing depth: D= 10.00 IN Punching Stress Calculations: Critical perimeter: Bo= 64.00 IN Punching shear: Vu1= 0 LB Punching shear stress: vu1= 0 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 1789 IN-LB Nominal moment strength: Mn= 40625 IN-LB n Square Footing Design f 94 UBC (91 NDS)1 Ver. V4000034 ' Bv: Larry J. Warner AIA, AEC Group on: 07-01-1997 Proiect: a97008ca - Location: FTG -DC -1 FTG @ DC -1 DECK COL Summary: Size: 1.0 FT x 1.0 FT x 10.00 IN * Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 384 LB .Dead Load: PD= 392 LB Total Load: PT= 776 LB Ultimate factored load: Pu= 1202 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1375 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 1.0 FT Width: W= 1.0 FT Area: A= 1.0 SF Ultimate bearing pressure: Qu= 1202 PSF Column Base Dimensions: Length: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footing area: Areq= 0.56 SF Minimum footing size required: Lreq= 0.75 FT Footing depth based on shear stresses: Selected footing depth: D= 10.00 IN Punching Stress Calculations: Critical perimeter: Bo= 64.00 IN Punching shear: Vu1= 0 LB Punching shear stress: vu1= 0 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 451 IN -LB Nominal moment strength: Mn= 32500 IN -LB i 3' 3 %40 X31 3 v 0 7-pvm 6'6 �. r'1 U PPS(L P l pOrL A 044 zq- 3' 3° 3:y• Vg" 30 0 Lowe x ►=BOOR. GW IW-Al2 WALL- LA,-/ 0 LIT Lateral Loading: Area, Height & Weight Data Date: June 10 1997 - Firm: AEC Group Job: A97008CA B : L. J. Warner FLOOR PLAN AREAS & SHEAR WALL GRID SPACING Establish Grid Spacing and Floor Plant:onfiguration at Each Level - Left 3 6 Shear Wall Spacing :13.75 7.45 13.75 7 'T Page 1 N1 wx Q u a k BUILDING -CODE enter; 93 BOCA g RightL�&UBC SBCCI Roof Floor Block Block Perim Overall Area Area Wall Width Roof RR 34.95 R 34.95 34.95 576.7 Typical Overhang 2nd FI/Rf 16.5 2 ` .2 2 238.4 440 Typical 541.7 Overall Depth 1st Fl Z= 3 hRe= 32.4375 hRi= 115.613 2nd FI I Roof Snow Overall Depth of Roof at 2nd FI Other Roof R R R 28.75 FI. Block Area 440 238.4 440 2nd FI/Rf '15.5 2 2 2 32 Framing 1.5. Overall Depth 1st FI Z= 3.2 hRe= hRi= 1st Floor Other 0.5 We= 57.6 Roof A Block Area 440 238.4 440 Floor Perim. Wall 32 2nd FI/Rf Flooring 3 Overall Depth 32 Z= 3.2 We= 57.6 WI= 256.95 1st FI ihonz dim. c1 CC% of hl. bLd MI tes; it;an 4% c:r least hori-, dum or Sri 2.8 :: 9.8 Insulation 0.6 Roof Other :. 0.5. ` 9.2 2nd A/Rf :. 1st FI Roof 2nd R/Rf 1st FI Roof 2nd FI/Rf 1st FI Roof 2nd FI/Rf 1st FI ►AFront -Establish Floor to Floor and Roof Heights (ft) - 34.95 576.7 34.95 34.95 576.7 Typical Overhang 1.5,':- .5:':Roof 541.7 Roof -2nd FI RoofRf. Block Area 440 238.4 440 Typical 541.7 Overall Depth 32 Z= 3 hRe= 32.4375 hRi= 115.613 2nd FI I Roof Snow Overall Depth of Roof at 2nd FI Other Rf. Block Area hRe= 5.5 28.75 FI. Block Area 440 238.4 440 Insulation Perim. Wall 32 32 Framing 1.5. Overall Depth 32 Z= 3.2 hRe= hRi= 1st Floor Other 0.5 We= 57.6 Wi= 256.95 A Block Area 440 238.4 440 Floor Perim. Wall 32 32 Flooring 3 Overall Depth 32 Z= 3.2 We= 57.6 WI= 256.95 7=:,- ;,+MAK of k•a.-- ihonz dim. c1 CC% of hl. bLd MI tes; it;an 4% c:r least hori-, dum or Sri 576.7 -Establish Floor to Floor and Roof Heights (ft) - 34.95 576.7 34.95 34.95 576.7 34.95 34.95 541.7 Roof -2nd FI 1.5 541.7 34.95 Typical 541.7 34.95 OH Framing 2.5 1.5 :0.5 Snow HzProi Other 0.5 hRe= 5.5 28.75 Roof Area vRe VRi Roof Area Floor Area WI Perimeter vRe VR Floor Area WI Perimeter hRi= 98.65 WlArea We= 57.6 57.6 Wi= 230.4 230.4 1118 695 624 ©1995 Archforms Ltd. Lateral Load Analysis & TYPICAL DEAD LOADS -Establish Floor to Floor and Roof Heights (ft) - *Establish Dead Loads (lbs) - Roof enter average ht. Interior Wall X112 Roofing 1.5 Gyp.Bd . 4.4' Sheathing 1.5 Framing . 3 Framing 2.5 Int. Finish :0.5 Snow F to B L to R Other 0.5 21.5 Runs? 5.5 8.4 Ceiling Insulation 1 Exterior Wall Framing 1.5. Ext Finish 2 Gyp. Bd. .2.2 Shear ` 1.1 Other 0.5 Framing 3. 5.2 Insulation :.0.5 Floor Gyp. Bd.. 2;2:: Flooring 3 Int -.Finish :. 0.5... Sheathing 2.3. Other .0.5 Framing 2.8 :: 9.8 Insulation 0.6 Other :. 0.5. ` 9.2 FLOOR HEIGHTS & WIND AREA -Establish Floor to Floor and Roof Heights (ft) - Roof Roof Floor Pitch Height Height enter average ht. ` ::':..... X112 Crawl Sp/Bsm :5 7 ` : Roof 9: 1118 d FI/ f 25 1st Floor 1118 Ist FI Slab: Y? 134 enter average ht. ` ::':..... Crawl Sp/Bsm Foundation 1118 Wind Ht.(@Ridge 25 134 Wind Ht.(a)Gable 21.5 Ridge F to B L to R Mean Roof Ht. 21.5 Runs? y y ;. Enter "Yat Ridge & Hip direction Hips? y Y Lateral Load Analysis Page 2 m axQu ae ©1995 Archforms Ltd. te. :1. , 9.1 :1 97: F'iinti;: A group::::;:::::; Lateral Load Analysis & .Aob::::: Ab?008G..........................B.........tI ...�............Overturnina Calculation Template SEISMIC LOADS SBCCI 1607.4.2 UBC formula (28-8) Force at Level x = V (Wbo(Hbo/9(Wti)(Hti) BOCA 1612.4.2 Ft assumed = 0 •Establish Dead Loads - Wt x Ht x (WQ(Ht) Fx Roof 17872 18 Mat. Weights 2nd Floor 351890 4544 1st Floor Base Level Item DL(psf) Area (so DL(lbs) Area(sf) DL(lbs) Area(so DL(lbs) Wt Roof 5.5 1118.4 6151.2 29 99 Wt Cell 5.2 1118.4 5815.68 1118.4 5815.68:: Wt Ext WI 9.8 1205.1 11810 1205.1 11810 Wt Int WI 8.4 1118.4: 11184 .11 18:4: 11184 Wt Floor 9.2 1118.4 10289.3 1118.4 10289.3 3,161 Sum 2nd 45250.1 Sumist 39098.9 Base inter for -wali default: 10 psi of floor area Sum 2nd,l st & Base 84349.1 -Distribute Weights to Various Levels - Roof 2nd FI 1st FI Wt Tributary Weight Line Line Line Sum Wt Roof 2nd 6151.2 6151.2 Wt Ceil 2nd 5815.68 5815.68 1/2Wt Ext WI 2 5904.99 5904.99 11810 Wit lnt Wl2 11184 11184 Wt Floor 2 10289.3 10289.3 Wt Roof 1 st Wt Ceil 1 5815.68 5815.68 1/2 Wt Ext WI 1 59b4.99 5904.99 11810 Wt Int WI 1 11184 11184 Wt Floor 1 10289.3 10289.3 1/2Wt Ext WI Bsmt Wt Ceil Bsmt Line Sum 17871.9 39098.9 27378.3 84349.1 -Determine Base Shear* UBC Formula (28-1) BOCA SBCCI Zone:-:, 3':,::::: Zone Map Fig. 16-2 Z= 0.3..:: Table 16-1 ip= 1.0.::.': Table 16-K C= 2.75.:: Formula (28-2) Rw= 8.0 Table 16<N V= ZlpCW/Rw VJW= 0.1031 V= 8698 lbs -Distribute Shear to Various Levels- SBCCI 1607.4.2 UBC formula (28-8) Force at Level x = V (Wbo(Hbo/9(Wti)(Hti) BOCA 1612.4.2 Ft assumed = 0 Ht is measured from Plate to foundation Wt x Ht x (WQ(Ht) Fx Roof 17872 18 321694 4154 2nd FI/Roof 39099 9 351890 4544 1stFloor 27378 Table 16-G 0 84349 18 673584 8698 WIND LOADS -Wind Pressure - UBC P=gslwCeCq Fiourc 16-1 Vp • 75 Section 1614 Ex' B Table 16-K Iwo Table 16-F qs 12.6 Table 16-G Ce 0.67 Table 15-H, #2 hCq 1.3 Table 16-H, 42 vCq -0.7 Hz. Force (psf) Ph= 11 Vt. Force (psf) Pv= -5.909 -Total Wind Load In Each Direction At Each Level (lbs)* SBCCI 0 GOVERNING LATERAL LOADS *Maximum Total Load In Each Direction At Each Level (lbs)- Front to Back Governs Side to Side Governs Roof 4,154 Seismic 4,154 Seismic 2nd FI/Roof 4,544 Seismic 1st Floor 1,726 Wind 4,544 Seismic 1,580 Wind Trib Area F to B Trib Area L to R Wind Load End Z Inter Z OP•At End Z Inter Z. OP•At F to B L to R Roof 32 116 1,625 29 99 1,398 Roof 2 3,351 2,979 2nd A 58 257 3,452 58 230 3,161 3,452 3,161 1st Floor 58 257 3,452 58 230 3,161 1,726 1,580 Up Roof 695 624 Uplift -7,796 -7,796 Up Roof 2 Uplift GOVERNING LATERAL LOADS *Maximum Total Load In Each Direction At Each Level (lbs)- Front to Back Governs Side to Side Governs Roof 4,154 Seismic 4,154 Seismic 2nd FI/Roof 4,544 Seismic 1st Floor 1,726 Wind 4,544 Seismic 1,580 Wind Shear Wall Segments Data, Lines 1.8 Page 3 Ma x u a ke ©1995 Archforms Ltd. Lateral Load Analysis & date::::::::::::rie:Its:19�?::::::::::::::::::::::::::::;I Inti::: AI=C: ioi�p:::::::::::::::::::::::::::::::::: .... .. .. ........... .. ::::::::::::::::::::: :::::.:.:...:.:.:.:...:::: Overturning Calculation Template Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Nall .. of .,, 'Seg' betw e:i: 31ow a sI7Cc; ..;<I' iinr..:hpai Cxi Y i ;ic":--ii J`Cc? f;: -r: ?b: Ne !u Sited- walls fl! 0! i�i8.�hf8Q�q {iT iDi;f�u2^":iEi !.•i:K)N! !'' :S!•;^; :c injr, rohJ. �{ „qr4 '; ,7.° �f ii•'" 'J :..;"� t' � , ., :o .. � n:f �ij�l.. "nice t;i' t ::•eats i? >;r•e:, ,,.jai ..U. C,, au .,es CG; T..,y ESE/. pr i,.., . l G �?i:::: •.aFs Iti3ir -i,'s-¢ � s ?aq,;... 2nd Lq Ht Ber Ell Lq Ht Ber Ell Lq Ht Ber Ell Lq Ht Ber Ell Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI w WI a3.5 9 Y E a 9 a 9 a 3.5 9 Y E a a a a Number: b 13 9.. Y E. b b b 8 9 Y E b b :. b b Walt>: c 4.5 9 Y E c c c '6:5 9 Y E c c c c Lines:::' d d r d d d d d :: d Ruri .:. ' e e e e e e e e From:: :: f f f f f f. f f Front::. 21 Sum SegLg Sum SegLg Sum SegLg 18 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Back load trans to ad• line load trans to adi line 1st Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber Ell Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Level WI w WI WI WI WI WI WI w WI WI WI WI WI WI w a 3.5 -9 Y E a 8.5 w 9.:. Y 1 a 8 : 9 Y I a 4 .9 : •Y E a a ....a a b 13. 9 Y E. b b 13 9 Y .L. b :45: :9: Y E b b b b c 4.5 .9 : Y E c.. c. '. c 1$ 9. Y E c c c c.. d d d d. d d d d e e e e e :. e. a e. f f :.: f, f. f It f f 21 Sum SegLg 8.5 Sum SegLg 21 Sum SegLg 21 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Base Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber Ell Level WI w w WI WI WI WI w WI WI w w WI w WI WI :..:..,a. a.. a a a a a a b:.'.:;:' b b. d d d, d d d .. d d.. e e e e .. e ....... e e e f f f f .. f f :: f f. Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg t_ ! ;r- u t ! if >r :. p "i ii : V --yes. N -no U1 '!`JI _ ��+:�1 v..@�i i' fl.f IP. iI `� Of�I. �.f '�. i - _,08ft�?uilt Ext. Cf i tf? �•y'9,t -EXP ;•i�f Shear Wall Segments Data, Lines A-H Page 4 Max. Quake ©1995 Archforms Ltd. Lateral Load Analysis 8 GatePirie:l(:t9�:::::::::::::::::::::Inti::: A:Groi�R::::::::::::::::::::;:::::;:;::::: :3oti:::::::::::: R97©..::::::::::::::::::::::::::::::::::::::::::::..... :::::::L : J:. an... r.:.:.:.:.:.:.:.:.:::::::: Overturnin Calculation Template Line A ILIne B Line C ILine D Line E I Line F Line G Line H -wall ... iiF ... , ': r�.i .,r r:..s ;Seg-' b i:r t r: Feriry^ j..rg a sh• '.5(:.j I `ih n �...vr..�� r ! ::F�.:I ". • -r t ,;.,p c-r ,.,c,'•,��. a ....,. 'i. - , ' i'^rr r....u' nr;;es .r.xn .._ �.e ,; .Ilr2a..,L . 1c ;:apr.. ; ; _. fcJ-1 t:. s nc. ,;v Ys _,i r.;„ •:r• ..� ; P'.).ua• t, �uLci � �" a .r.r :,i a-kN_kc.r,,..,,o;_ir ; ar` =d. Sc= Code 0. n, -r;az. .;1 � --)"her r;+na!s : c r .iac 2nd Lq Ht Ber Ell Lq Ht Ber Ell Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber Ell Lq Ht Ber Ell Lq Ht Ber Ell Lq PF Ber Ell Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI 1 4 ..9 . Y E 1 9: 1 3 9 Y E 1 1 1 1 1 Lotto.::i: 2 4 9:: Y E. 2 2 3 .. _�9 . Y E 2 2 2 22. Wall.: 3 4'9 .Y E 3 3 3.8 9 Y E 3 `. 3 3 3. 3 Lines`:::: 4 4 9 ::Y E 4 :. 4 3.8. 9' Y; E- 4 4 :. 4 4 4 Run'. :: 5 5 5 3 9 Y E 5 5 .. 5 5 5 6 6 6 3 9 Y E 6 6 6 6. 6 Side:.::::'. 7 7 .: 7 7 7 ..:: 7 7 .. 7 to. ..: 16 Sum SegLg Sum SegLg 20 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Side load trans to adi line 1st Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber E/I Level WI WI WI WI w WI WI WI WI WI WI WI WI WI WI WI 1 4 :9 Y E 1 9 ..: 1 3 9: Y: E 1 :. 2 3 ;'9'Y E. 2 2 3 9 Y.E 2.: 2: 2 2. 2 3 8 ::,9 : Y E 3 3 .3.8. 9:: Y E 3 3 3 3 3 ;.. 4 4 .: 4 38 ;9:: Y E 4 :. 4. 4 4 4 5 5 5 3 :9 .YE 5 5 5 >. 5 5 6 6 •:...: 6 3 .9 Y. E 6 :. _ ,. 6 6 ::: 6 .:. < ; :.. :.: 6 :. :.. 7' ::.: .: 7 7 :...: 7 7 7 .: :.:' : 7 :.. 7 ': ....' 15 Sum SegLg Sum SegLg 20 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg load trans to adj line Base Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber E/I Level WI WI WI WI WI WI WI w WI w WI WI WI WI WI WI 2 2 2 2 2. 2 2 2 3 3 3: :.`... 3 3 3 3 ;. 3 :.. 4 4 4 4 4 4: 4 4 5 5 5 5 5 5. 5 5. 6 6 6 6 6 6 6 6 7. Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg ;,om Sheet + ovenvol,2 if ciifferera. Ger �3Up Y-yc::•. P!-i1-o I Zxi.:,r Int ,d;;P L:-Ext -Lni Lateral Load Distrib.& Overturning Moment Pages MaXQrjaj�e ©1995 Archforms Ltd. Lateral Load Analysis & DBle:::.:.:.:.:.:::Jcii1 1U 1 :::.AE :Group:;:::;:::;:;:;:;:;:;:::::::::::: ........................................................................................... Job:::::::::AS •00 QA:::::::::::::::::::::::::::::::::::::::::::::::::::::: 13 :::::::::::;::J;:War 'd:::::::::::::::::::::: Overturning Calculation Template Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= W/ft--a RM= w >_'.;', s 8 OTM= Vadj= V= W= Dlstrlb ..� ;,+t.. � . J ?p , i> :nt Ut;: I a',. 'i; 1r:,., 8C:•a �w"d!.:`,v'A E% s,, 1 t. ,,.,!� ''-i li 1. C. '?ii {I �;Un1V '•R� 8�:t !:.I) ..i 'i':^:1?� :�:ri"/ z.•., �".;!;:y. 2nd % S/W 19.67 19.67 % SM 30.33 30.33 % S/W 30.33 30.33 % SM 19.67 19.67 % SM % SM % SM % SM Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM Seismic a 162 0.842 3.116 a s a 162 0.842 3.635 a a a s ::4;154: b 162 11.62 11.57 b b b 162 4.4 8.309 b b .. b b c 162 1.392 4.006 c c c 162 2.905 6.751 c c c C d d d d d..: d d >: d e e e e e e e e f f f f If .. f f f. Vadj line 2 1.26 Vadj In 1or3 Vadj In 2or4 Vadj In 3or5 1.26 Vadj In 4or6 Vadj In 5or7 Vadj In 6or8 Vadj line 7 2nd level V 0.817 2nd level V 1.26 2nd level V 1.26 2nd level V 0.817 2nd level V 2nd level V 2nd level V 2nd level V S Sum V 2.077 s Sum V s Sum V s Sum V 2.077 Sum V Sum V Sum V Sum V 1st % SM 19.67 19.67 % SM 30.33 30.33 % S/W 30.33 30.33 % SM 19.67 19.67 % SM % SM % SNV % S/W Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM ::S�i--c: a 313 1.631 4.457 a 211 6.477 12.4 a 362 9.85 4.841 a 313 2.13 5.033 a a :. a a ::,:.4:544.:: b 313 22.5 16.55 b b :362 24.05 7.563 b •313 2.696 5.662 b :. b :. b . b . C 313. 2.696 5.73 C C C 31.3 21.64 16.04 C C C C. d d: d d d d .. d d e.. e.:: e: .. e : e :. :. e.:. e e f f f.. f f f::. f ..: :, f Vadj line 2 Vadj In 1or3 Vadj In 2or4 Vadj In 3or5 Vadj In 4or6 Vadj In 5or7 Vadj In 6or8 Vadj line 7 V above 2.077 V above V above V above 2.077 V above V above V above V above 1 st level V 0.894 1 st level V 1.378 1 st level V 1.378 1 st level V 0.894 1 st level V 1 st level V 1 st level V 1 st level V S Sum V 2.971 s Sum V 1.378 s Sum V 1.378 s Sum V 2.971 Sum V Sum V Sum V Sum V Base % S/W 19.67 19.67 % S/W 30.33 30.33 % SNV 30.33 30.33 % S/W 19.67 19.67 % SM/ % S/W % S/W % SM Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM :::Wirid:: a a a a a :.:.: a a a ::::x:,726.: b b.:. b : b b b .. b ..:.. b C C :. c.. C. c` :. c c c d. d d d d ... d :. d d a e e e e e, a :: e f f f f f f f f Vadj line 2 Vadj In 1or3 Vadj In 2or4 Vadj In 3or5 Vadj In 4or6 Vadj In 5or7 Vadj In 6or8 Vadj line 7 V above 2.971 V above 1.378 V above 1.378 V above 2.971 V above V above V above V above Bsmt level V 0.34 Bsmt level V 0.523 Bsmt level V 0.523 Bsmt level V 0.34 Bsmt level V Bsmt level V Bsmt level V Bsmt level V W Sum V w Sum V w Sum V w Sum V Sum V Sum V Sum V Sum V Lateral Load Distrib.&Overturning Moment Page i axQuake ©1995 Archforms Ltd. Lateral Load Analysis & ::::;sr�rie:�(i:1997::::::::::::::::::::::::::fieri►;::: .......... .... ..... ........................................................................................... Overturning Calculation Template Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W/ft--a RM= J r - ", s 81" OTM= Vadj= V= W= Distrib ft%Sur ii`` :i;wl A,Sum,,IA, iUE;1 nv �:.Ifft ?:!% C;urnxrH'*LgiSurn," -SumvI?'4)&71:.11. 1.n -5''p8 5p00Y :adp-`9^dj+V 2nd % S/W 25.78 25.78 % S/W 50 50 % SMI 24.22 24.22 % S/W % SNV % S/W % S/W % S/W Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM :;Seisintc: 1 176 1.2 4.674 1 1 171. 0.655 2.876 1 1 1 1 1 `:4,154: 2 176 1.2 4.674 2 2 171. 0.655 2.876 2 2 2 '. 2 2 3 176 1.2 4.674 3 3 171 1.023 3.595. 3 3 3. 3 3. `. 4 176 1.2 4.674 4 4 171 1.023 3.595 4 4 4 4 4 >. 5 5 5 171 0.655 2.876 5 5 5: 5 5 6 6 6 1.71 0.655 2.876 6 6 6 6 6 7 7 7 7 7 7. 7 .:: 7 Vadj line B 1.006 Vadj In AorC Vadj In BorD 1.071 Vadj In CorE Vadj In DorF Vadj In EorG Vadj In ForH Vadj line G 2nd level V 1.071 2nd level V 2.077 2nd level V 1.006 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V s Sum V 2.077 s Sum V s Sum V 2.077 Sum V Sum V Sum V Sum V Sum V 1St % S/W 25.78 25.78 % SM 50 50 % S/W 24.22 24.22 % S/W % SNV % SM % S/W % SM Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM :::Sisiriic 1 341 2.316 10.44 1 1 331 1.265 6.022 1 .4;544:: 2 341. 1.303 7.829 2 2 331 1.265 6.022 2 2 2 .:' 2. 2 3 341: 9.264 20.88 3 3 331 1.976 7.528 3 3 3 3 3. 4 4 4 331" 1.976 7.528 4 4 .. ': 4 4 4 :. . 5 5 5 .331 1.265 6.022 5 5 :.. :. 5 ::::: 5 .: 5 6 6> 6 331. 1.265 6.022 6 ... 6 6. 6 .... 6. 7 7 7.; 7 ;. 7 7 `:::.:. 7 :: :: 7 Vadj line B 1.101 Vadj In AorC Vadj In BorD 1.172 Vadj In CorE Vadj In DorF Vadj In EorG Vadj In Forth Vadj line G V above 2.077 V above V above 2.077 V above V above V above V above V above 1 st level V 1.172 1 st level V 2.272 1st level V 1.101 1 st level V 1 st level V 1 st level V 1st level V 1 st level V S Sum V 4.349 s Sum V s Sum V 4.349 Sum V Sum V Sum V Sum V Sum V Base % S/W 25.78 25.78 % S/W 50 50 % S/W 24.22 24.22 % SM % SM % S/W % SM % S/W Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM . OTM W/ft RM OTM Wlft RM OTM nd:. ::'1:,580 .: 2 2 2 2 2 2. '. 2: 2 .. . '.: 3 3 3: 3 3 3 3 3: >: 4 4 4 4 4 4 .... 4 4 5 5 5. 5 5 5. 5: 5 ,. :.: 6 6 6 ... 6. .. 6 6: 6 6 7 7 7 7 7 .. 7 7 7 Vadj line B Vadj In AorC Vadj In BorD Vadj In CorE Vadj In DorF Vadj In EorG Vadj In ForH Vadj line G V above 4.349 V above V above 4.349 V above V above V above V above V above Bsmt level V 0.407 Bsmt level V 0.79 Bsmt level V 0.383 Bsmt level V Bsmt level V Bsmt level V Bsmt level V Bsmt-level V W Sum V w Sum V w Sum V Sum V Sum V Sum V Sum V Sum V Shear Wall and Hold Down Requirements Page 7r e cn�c 0199 Archforms Ltd. na 1D 198 :::::::::::::::::::::::::::::firm::: AES:Gtoup:::::::::::::::::::::::::: Lateral Load Analysis & ................................. Jot :::::::::::; 7.008CA::::::::::::::::.:.:.:.:.:.:::8 J:.: " r:::::::::: OverturningCalculation Template Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 . !jl = %ven!u; nini) "xn, ni K TMP (IRNA" i Scgi-i w L. from Tllltn tc!•tJlt-!t�•i.i�t i-ipf;?-;} and i �,ri :,� on ,' (;e 0 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 550 D1 a a a 798 D2 a a a a Number b NA b b b 489 D1 b b b b C 581 D1 c c c 592 D1 c c c c d d d d d d d d e e e e e e e e f f f f f f f f Front:: Shear(plt 99 Shear(plt Shear(pM Shear(plf 115 Shear(plt Shear(plt Shear(plo Shear(plo .::back:::.. Wall Type A Wall Type NA Wall Type NA Wall Type B Wall Type Wall Type Wall Type Wall Type : ,t Up�lit' `,orr, S:d to Side r iSR'. Resisted 5; t,0ii ;Muhl Ext. y'dl U)lift I Ext. Walls A -58 Uplift Wall Type A T 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 807 D2 a 697 D1 a NA a 726 D1 a a a a b NA b b NA b 659 D1 b b b b c 674 D1 c c c NA c c c c d d d d d d d d e e e e e e e e f f f f f f f f Shear(plo 141 Shear(plo 162 Shear(plo 67 Shear(plf) 140 Shear(plo Shear(plo Shear(plo Shear(plo Wall Type B Wall Type B Wall Type A Wall Type B Wall Type Wall Type Wall Type 1 1 Wall Type _of L ;Aft nc,m Side to Side V- Inds Resisled by Leh & Rr jht Exi. kNll. Uplift (pit) Q Ext. Walls AUplift Wall Type A NA ret.floidd?owns and CuPectois musi run coniinuou lhiough the 'Nati belted, to the Fcunfiation if no Vdail bei4dr, lit: is Beam:;, sized for Hiic-Down F ni Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a a a a a a a a b b b b b b b b C c c c c c c c d d d d d d d d e e e e e e e e f f f If f f f f Shear(plo Shear(plo Shear(plf) Shear(plo Shear(plQ Shear(plo Shear(plo Shear(plo Wall Type NA Wall Type NA Wall Type NA Wall Type NA Wall Type Wall Type Wall Type Wall Type neni per Linear Rc:l (Shear(p;Q) :: Sus :)I Shear at that I'Me & Lavel'Sum VII Linear Feet of Shear Wail al that Line & Level (St1111 Seg 1.91hj. e ui,cd Shear l;Vill Cons rut Ion (!'`;<+!! Tvoe)'Delia letter' seic;;Ited honi She-r' Jali Scheduie nn Page 9. Shear Wall and Hold Down Requirements Page 8'. ©1995 Archforms Ltd. irtq;:: AES:Groiij ::::::::::::::::;:::;::::: Lateral Load Analysis & Date'::::::::::::::::: iiri 1D::::::::::::::::::::::::::::......................................................'.V ........... Overturning Calculation Template ;lofYa 7.008CA8 :': ar Line A I Line B ILIne C Line D Line E Line F Line G Line H `t - %v<!!u;; ii;;; p�:; ,..r, �T :MP, - F'.'s st:� 1,001nent RN" % . r=rirent L::Iq h (:cp ;-g'•. 'Oeita nun t,e,' 'ii". in irc_,r: ;.Jr: i. Vail S;!C` ) (% 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Se-q Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 868 D2 1 1 740 D1 1 1 1 1 1 Letter 2 860 D2 2 2 740 D1 2 2 2 2 2 3 868 D2 3 3 686 D1 3 3 3 3 3 Lines ::. 4 868 D2 4 4 685 D1 4 4 4 4 4 5 5 5 743 D1 5 5 5 5 5 .:prom::. 6 6 6 7140 D1 6 6 6 6 6 7 7 7 7 7 7 7 7 to::::::. Shear(pl1) 130 Shear(plt) Shear(pli) 107 Shear(pli) Shear(plt) Shear(plt) Shear(pM Shear(plt) ::Side:::: Wall Type B I Wall Type NA Wall Type B Wall Type Wall Type Wall Type Wall Type Wall Type �t Uplift f ,m ,i ;r: Es.cic t^t:n:Ia ��E'.sisted Lir rant 8 Ext. v;!. U lift I Ext. Walls 0 -53 Uplift Wall Type A T 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 2,031 D7 1 1 1,586 D5 1 1 1 1 1 2 2,175 D7 2 2 1,586 D5 2 2 2 2 2 3 1.452 D5 3 3 1..480 D5 3 3 3 3 3 4 4 4 1,&80 D5 4 4 4 4 4 5 5 5 1,586 D5 5 5 5 5 5 6 6 6 1.586 D5 6 6 6 6 6 7 7 7 7 7 7 7 7 Shear(plf) 290 Shear(plf) Shear(plf) 223 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(pli) Wall Type C Wall Type NA Wall Type C Wall Type Wall Type Wall Type Wall Type Wall Type _C t Aft irom Front Rac'k. `' ands Resisted Ley Front 3a N; :xl. M. Uplift (plf) @Ext. Walls A Uplift Wall Type NA d? a 1 I. no Stam. ii t0 Be-ams: 0241 for F+:vld-fJ0`fJn mint •..�.ad5. aps`�otdc�h`ns ctr;d Ce!!ertors !nus! run roniinuc thrc!;cih the'?Val )e!GVJ 12 thc.. FnU 1: i. r r , "Nam! !r, "r. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Sag Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Shear(pl1) Shear(pl1) Shear(plt) Shear(pl1) Shear(plt) Shear(plt) Shear(plt) Shear(plt) Wall Type NA Wall Type NA Wall Type NA Wall Type Wall Type Wall Type Wall Type Wall Type ;ear r'er Lines ctia (,he?r,r,�!) _- surra of Shear al. tha .^a b Leve `Sum V) i Linear Feet of:Shear Wall at n L (au:n Seg Lq(h). rim!im ; Shear Wall and Hold Down Schedules Page 9 M.a QUa ji.e ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & QaEe :::::::::::::: Jtir e:1Q:199T:::::::::::::::::::::::::::::::::::::....:::iirit ::::::::::::::::A �::Giniip:::::::::::;:;:;::::::::: deit:...:ClOBC:Q:::8 t :1N r ter.::::::::::::::::::::::: Overturning Calculation Template MQ496DE Wind and Earthquake Desian Data Shear Wall Schedule Wind Speed mph 75 Seismic Zone 3 Wall Shear Sheathing Edge Anchor Plate Importance Fact. 1 Ground Acc. (Aa) 0.3 Type Load Material Nail Bolts Clips Exposure Cat. B Importance Group 1 Symbol (pit) Spacing 518" A35 Wind Pres.horiz. psf 10.97 Soil/Struc.Period 2.75 GF:900 GF:450 construct wall as spec'd per symbol or any below Wind Pres. vert. psf -5.909 Response Factor 8.0 A A 10..0 Drywall 5d@7" 72"oc 48"oc ' A B 180 Stucco :o diag. iath 60"oc 24"oc ' Wall Hold -Down and Strap Schedule A C 310 112" Ply 6" 36"oc 16"oc " A D 460 112" Ply 4" 24"oc 12"oc ' A E 600 1/2" Ply 3° 1E"oc s"oc Hold -Down Max. Wall Foundation Bolt Symbol Uplift FI to FI Anchor Type Bolt . F 770 112" Ply 2" 14"oc 6"oc lbs. Strap Straps HD Dia. ± G 920 ea side 112" Ply 4" 12"oc 5"oc ° I H 1,200 ea side 112" Ply 3" 9"oc 4"oc use hold-down across from symbol NA up to 310 use the hold-down listed or any below 7 + J 1,540 ea side 112" Ply 2" 6"oc 3"oc ' Al 755 ' LSTA12 ? A2 1,055 LSTA18 FSA Sheathing: 112' ;15!32") CDX Structuial ±L or 2 -M -W Particleboard A3 1,295 LSTA24 only for repair Typical Nails: i0d Common or GaIv. Box, field naii @12' A4 1,376 MSTA24 Typical Framing: 2x @ 16'o.c., with ail shea±hing edges laked AS 1,685 MSTA30 LTT20 i!2' - Delta F & Delta J: 3x framing al all panel .joints, stagger nails A6 1:995 ' MSTA36 1 Delta G - Delta J: offset Panel Joints on opposite sides of Wall. A7 21520 ' ST6224 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-% Al2 2,760 ' MST27 PAHD42 HD2A 518° Clips: Plate to Blocks only req'd if no shear sheathing continLiit; A14 3.300 ' ST6236 PAPAHD A 1.5 3,705 " MST37 HPAHD22 -HD5A 3/4' A t 6 4,405 ' &1ST48 HD6A 718• Roof UP -Lift Schedule A17 5,8f,0 .. MST60 Wall Uplift Stud to Plate Plate to Rafter Stud to Rafter A18 6,465 HD8A 7/8* A 1 9 8.310 HD10A 7/8' Type I at16'oc at 24' at 16' at 16'oc 50 A211 11,080 w! 3-112° Post HD14A 1" A25 15,305 w15-1/2' Post HD15 1.25' A T 100 Ply Nailing or H2 H2 ? A U 180 A35 H4 H2 Straps and HE as Mfg. by Simpson Strong -Tie Co. Cal C-96 A V 310 SP1 H10 H1 H2 Boli Type Hold -Downs Assume 3' Post Min. See Details and A W 460 SP4 H7 H10 LTS10 tubo Data fo; Nailing, Boll and Embedment Requirements A X 600 SP2 H10 H7 If No Cont. Rim Joist Add Lgth. to 4Nl Strap to Span to WI. Below A Y 1170 FTA2 -;!raps and Hold Downs must run cost+mous tc t^,ails below,A Z 2560 FTA7 if no trlall beiow, lie to Bean -is. sized for Hold -Down Point Loads ? ALTERNATE SHEAR WALL SCHEDULE SEISMIC LOADS PAGE 9-A PANEL PANEL LOAD SHEATHING 1,2,5 EDGE FIELD A.B. SIZE & SILL 3,4 A -35F 6 TYPE No. PLF NAILING NAILING SPACING NAILING CLIPS A 1 50 1/2" GYP BRD ONE SIDE 5d @ 7" 5d @ 7" 1/2" @ 72" 16d @ 24" � 48" O.C. A-1 2 100 1/2" GYP BOTH SIDES 5d @ 7" 5d @ 7" 1/2" @ 72". 16d @ 0 11L 24" O.C. A_2 3 133 THREE COAT STUCCO . __•_ - STD. STUCCCO PER U.B.C. ._ 1/2':�a 72': _ -- .16d @-8° __- -36_' O.C. - - B -- 4 - 180 - - - - - - THREE COAT STUCCO - - STD. STUCCCO --------------- PER U.B.C. �� -..........= 1/2" 48 - @---•---------------- B-1 5 170 FOME- COR PER ICBO # 3335 ICBO REPORT #3335 1/2" @ 54" 16d @ 6" 30" O.C. B-2 5 175 1/2 x 4'x8' NAIL BASE FIBERBRD 11 G R.N. @ 3" 11 G R.N. @ 6" 1/2" @ 54" 16d @ 6" 30" O.C. B-4 7 200 3/8" CDX , . 6d @ 6" 6d @ 12" 1/2" @ 48" 16d @ 6" 24" O.C. B-5 8 220 FOME- COR PER ICBO # 3335 ICBO REPORT # 3335 1/2" @ 48" 16d @ 6" 24" O.C. -- -& 1/2" GYP INTERIOR FACE -- ....... 5A -(9 T ------------ Sd•({cr� 12------------ -- -- - - - - - C - --- 9 310 - -- - - -- - 1/2" CDX PLY --------------------------------•-----------•-- 10d @ 6" 10d @ 12" --- �� @ -- - 5/8" 48" 16d 3" - -..._ - .., 18" O.C. C-1 10 320 3/8" CDX PLY ONE SIDES 8d @ 4" 8d @ 12" 5/8" @ 48" 16d @ 3" 18" O.C. C-2 11 250 3/8" CDX PLY EXTERIOR 8d @ 6" 8d @ 12" 1/2" @ 36" 16d @ 4" 18" O.C. 1/2" GYP BRD INTERIOR 5d @ 7" 5d @ 7" C-3 - . 12 ........ .. 400 . . . 3/8" CDX PLY BOTH SIDES _ _ -- - _ 8d.@_6 - -. _ 8d•(cD 12'; ---•- 5/8" tYa 42': --. - _ -20d @ 3 _ -12° O.C. ,. - ..... D --- 13 •- 460 ... - - -- - - - ----- 1/2" PLY EXTERIOR -------------------- 10d @ 4" --------•-------:------;------------- 10d @ 12" 5/8" 36' -- - - - 20d 3" -... 9" O.C. D-1 14 480 7/16" CDX PLY BOTH SIDES 8d @ 6" 8d @ 12" 5/8" @ 30" 20d @ 3" 9" O.C. D-2 15 430 1/2" PLY EXTERIOR 8d @ 4" 8d @ 12" 5/8" @ 36" 20d @ 3" 9" O.C. 1/2" GYP BRD INTERIOR 5d @ 7" 5d @ 7" D-3 16-- - - 520- 1/2" CDX PLY BOTH SIDES __• _ ______ 8d_@_6,'______... 8d_ a(� 12' - 5/8" @ 30' __ __ (2).16d (D 4. __ 9" O.C. . E - -� 17 - - 600 - 1/2" CDX-PLY EXTERIOR -�•- - -�-10d-@3" 10d @ 12" 5%8'"@ 24" --(2) 16d @-4"-��- 8"O.0 ��• E-1 18 640 3/8" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @'24" (2) 16d @ 3" 8" O.C. E-2 19 700 7/16" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 24" (2) 16d @ 3" 6" O.C. F 20 770 1/2" CDX PLY EXTERIOR 10d @ 2" 10d @ 12" 5/8" @ 18" (2) 16d @ 3" 6" O.C. F-1 21 820 3/8" CDX BOTH SIDES 8d @ 3" 8d @ 12" 5/8" @ 18" (2) 16d @ 3" 6" O.C. F-2 22 900 7/16" CDX PLY BOTH SIDES- _ - •__.- - .8d (cD 3'__- .-_ . 8d (c� 12° •- 3/4" -(ate 24':__•- (2) 20d (a 3° --. -- - 5" O.C._ .. G 23 920 1/2" CDX PLY BOTH SIDES 10d @ 4" 10d @ 12" 3/4" 20" 2 20d 3 5' O.C. G-1 24 980 1/2" CDX PLY BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 20" (2) 20d @ 3" 5" O.C. - G-2 25 1060 .. 3/8:' CDX PLY BOTH SIDES - - - - 8d -�*cA 2, - $d (0 12- - - 3/4" @ 18--- -!2)-16d Via) 2°.--- 5" O.C. . H - 26 .... 1200 -- -- - -------- - - 1/2" CDX PLY BOTH SIDES -------•--@------------ 10d 3" - @.. - -- 10d 12" - @ ..__(------------ 3/4" 16" --- - 2 16d 2" -- -- --• 4" O.C. 1. OVER D.F./H.F. FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.5/8" T-1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A -35F CLIPS +440!/ EA. ' Wind Pres. for Components & Cladding Page 10 -Mfal x Q ma kc. 1995 Archforms Ltd. Overturning Calculation Template Wind Pressure for M) Uplift -3.4 -29 ME Down 0.2 2 Load 0.4 3 Force 1.0 1.2 1.4 1.6 8 10 12 14 11. Values are for enclosed Buildings. 2. SBCCI Values for i GCp are equivalent to UBC Table 16-H 1.1 CIA for values of Cq. 1 Z� LI YI ITE1� STRUCTURAL GALL U LATI O N S FOP, SINGLE FAMILY RESIDENCE REI" IODEL •� ADAr l $ PARVEEN GARD JOB SITE • N' APN: 047 - 220 -101. 14924 r-lERIDIAN PC). No r. 19689 � REN. 7-31-99 CHlco, CA 9 0� OF CS A•E•C GROUP ,s �o , ca ws ARCHITECTURE + ENGINEERING + CONSTRUCTION p/ Z, 9117 Larry J. Warner A.I.A., ARCHITECT 2059 FOREST AVE., SUITE 6 CHICO, CALIFORNIA 95928 916-892-8008 it N 4 to I 1N I I� GJ•2" � `.17a-1 OG -1 r -7v 0C. -I K-1 - � cvr -� I pry -4 trzAM LAN �.rI' 1 Square Footinq Desiqn f 94 UBC (91 NDS)1 Ver. V4000034 BY: Larry J. Warner AIA, AEC Group on: 10-28-1997 Proiect: a97008ca - Location: FTG -1 @ FB -2-1 & FG -1 Summary: Size: 2.5 FT x 2.5 FT x 10.00 IN • Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 2562 LB Dead Load: PD= 2619 LB Total Load: PT= 5181 LB Ultimate factored load: Pu= 8022 LB Footing Properties: Allowable soil bearinq pressure: Qs= 1000 PSF Effective soil bearinq pressure: Qe= 875 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Lenqth: t_= 2.5 FT Width: W= 2.5 FT Area: A= 6.25 SF Ultimate bearinq pressure: Qu= 1284 PSF Column Base Dimensions: Lenqth: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footinq area: Areq= 5.92 SF Minimum footinq size required: Lreq= 2.43 FT Footing depth based on shear stresses: Selected footinq depth: D= 10.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punchinq shear: Vu1= 6398 LB Punchinq shear stress: vu1= 18 PSI Allowable punchinq shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 869 LB Beam shear stress: vu2= 4 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 23473 IN -LB Nominal moment strength: Mn= 81250 IN -LB Square Footing Design ( 94 UBC (91 NDS) ) Ver. V4000034 Bv: Larry J. Warner AIA, AEC Group on: 10-28-1997 Proiect: a97008ca - Location: FTG -2 @ FB -2-3 @ STAIR Summary: Size: 1.5 FT x 1.5 FT x 10.00 IN ' Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 1066 LB Dead Load: PD= 616 LB Total Load: PT= 1682 LB Ultimate factored load: Pu= 2675 LB Footing Properties: Allowable soil bearing pressure: Qs= 1000 PSF Effective soil bearing pressure: Qe= 875 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 1.5 FT Width: W= 1.5 FT Area: A= 2.25 SF Ultimate bearing pressure: Qu= 1189 PSF Column Base Dimensions: Length: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footing area: Areq= 1.92 SF Minimum footing size required: Lreq= 1.39 FT Footing depth based on shear stresses: Selected footing depth: D= 10.00 IN Punching Stress Calculations: Critical perimeter: Bo= 64.00 IN Punching shear: Vu1= 561 LB Punching shear stress: vu1= 1 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 2675 IN -LB Nominal moment strength: Mn= 48750 IN -LB Square Footinq Desiqn j 94 UBC (91 NDS) 1 Ver. V4000034 Bv: Larry J. Warner AIA, AEC Group on: 10-28-1997 Proiect: a97008ca - Location: FTG -3 @ FB -2-3 @ KITCHEN Summary: Size: 2.0 FT x 2.0 FT x 10.00 IN Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 1880 LB Dead Load: PD= 1105 LB Total Load: PT= 2985 LB Ultimate factored load: Pu= 4743 LB Footing Properties: Allowable soil bearinq pressure: Qs= 1000 PSF Effective soil bearinq pressure: Qe= 875 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Lenqth: L= 2.0 FT Width: W= 2.0 FT Area: A= 4.0 SF Ultimate bearinq pressure: Qu= 1186 PSF Column Base Dimensions: Length: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footinq area: Areq= 3.41 SF Minimum footinq size required: Lreq= 1.85 FT Footing depth based on shear stresses: Selected footinq depth: D= 10.00 IN Punching Stress Calculations: Critical perimeter: Bo= 64.00 IN Punchinq shear: Vu1= 2635 LB Punchinq shear stress: vu1= 6 PSI Allowable punchinq shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 8004 IN -LB Nominal moment strength: Mn= 65000 IN -LB Square Footinq Desiqn ( 94 UBC (91 NDS)1 Ver. V4000034 Bv: Larry J. Warner AIA, AEC Group on: 10-28-1997 Protect: a97008ca - Location: FTG -4 @ C-1 @ GIRDER TRUSS Summary: Size: 2.25 FT x 2.25 FT x 10.00 IN " Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 2016 LB Dead Load: PD= 1916 LB Total Load: PT= 3932 LB Ultimate factored load: Pu= 6110 LB Footing Properties: Allowable soil bearinq pressure: Qs= 1000 PSF Effective soil bearinq pressure: Qe= 875 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Lenqth: L= 2.25 FT Width: W= 2.25 FT Area: A= 5.06 SF Ultimate bearinq pressure: Qu= 1207 PSF Column Base Dimensions: Lenqth: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footinq area: Areq= 4.49 SF Minimum footinq size required: Lreq= 2.12 FT Footing depth based on shear stresses: Selected footinq depth: D= 10.00 IN Punching Stress Calculations: Critical perimeter: Bo= 64.00 IN Punchinq shear: Vu1= 3964 LB Punchinq shear stress: vu1= 10 PSI Allowable punchinq shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 113 LB Beam shear stress: vu2= 1 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 12474 IN -LB Nominal moment strength: Mn= 73125 IN -LB Square Footing Design f 94 UBC (91 NDS) 1 Ver. V4000034 By: Larry J. Warner AIA, AEC Group on: 10-28-1997 Proiect: a97008ca - Location: FTG -DC -1 FTG @ DC -1 DECK COL Summary: Size: 1.0 FT x 1.0 FT x 10.00 IN Reinforcement: #4 BARS a 3.00 IN O.C. E/W Or (3) #4 BARS E/W • Reinforcement development length inadequate. • Increase embedment length or provide mechanical anchorage/hooks. Footing Loads: Live Load: PL= 384 LB Dead Load: PD= 392 LB Total Load: PT= 776 LB Ultimate factored load: Pu= 1202 LB Footing Properties: Allowable soil bearing pressure: Qs= 1000 PSF Effective soil bearing pressure: Qe= 875 PSF / Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fv= 40000 PSI Concrete reinforcement cover: c= 3.00 IN Selected Size: Length: L= 1.0 FT Width: W= 1.0 FT Area: A= 1.0 SF Ultimate bearing pressure: Qu= 1202 PSF Column Base Dimensions: Length: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footing area: Areq= 0.89 SF Minimum footing size required: Lreq= 0.94 FT Footing depth based on shear stresses: Selected footing depth: D= 10.00 IN Effective steel depth: d= 6.25 IN Punching Stress Calculations: Critical perimeter: Bo= 49.00 IN Punching shear: Vu1= 0 LB Punching shear stress: vu1= 0 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 451 IN -LB Concrete compressive block depth: a= 0.00 IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.00 IN2/FT Minimum code required reinforcement: As(2)= 0.00 IN2/FT Controlling reinforcing steel: As reqd= 0.00 IN2/FT Selected reinforcement: #4 BARS (5 3.00 IN. O.C. As= 0.79 IN2/FT Development Length Required: Ld= 12.00 IN Development Length Supplied: Ld_sup= 2.00 IN Square Footing Design f 94 UBC (91 NDS) 1 Ver. V4000034 Bv: Larry J. Warner AIA, AEC Group on: 10-28-1997 Prosect: a97008ca - Location: FTG-FC1 FTG @ FC -1 @ FLOOR GIRDER Summary: Size: 1.5 FT x 1.5 FT x 10.00 IN * Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 653 LB Dead Load: PD= 1100 LB Total Load: PT= 1753 LB Ultimate factored load: Pu= 2650 LB Footing Properties: Allowable soil bearing pressure: Qs= 1000 PSF Effective soil bearing pressure: Qe= 875 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 1.5 FT Width: W= 1.5 FT Area: A= 2.25 SF Ultimate bearing pressure: Qu= 1178 PSF . Column Base Dimensions: Length: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footing area: Areq= 2.0 SF Minimum footing size required: Lreq= 1.42 FT Footing depth based on shear stresses: Selected footing depth: D= 10.00 IN Punching Stress Calculations: Critical perimeter: Bo= 64.00 IN Punching shear: Vu1= 556 LB* Punching shear stress: vu1= 1 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 2650 IN -LB Nominal moment strength: Mn= 48750 IN -LB 3!b 4!0 131 6 r'l U PPS►2- P uooad 41-42,101 3' 3' 3-2 LowF rt ►=L OorL GW IF,ATZ WALL- LAS/OUT b " if ---------------------------------------- Outside 0.072 Outside •CERTIFICATE OF COMPLIANCE: Residential -------------------------------------------------------------------------------- Page 1 CF -1R Project Title: Card Run: 034 03 -Jul -97 Project Address: 14924 Meridaian Rd. CARD SFR 1 0.490 2 Chico, CA Drape ,-&0.0 Building Title: SFR 2089 s.f. Buildinr Pe it # Document Author: Larry J. Warner AIA ��% a Std Telephone: Plan Check / Date Std Drape ,41r.5 0.490 Compliance Method: CALRES2 Version 1.31 Field Check/ Date Climate'Zone: 11 Std Drape L816-0 GENERAL INFORMATION Conditioned Floor Area: 2089 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 275 deg (West) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Type R -value --------------- ------=- Door Wall Ceiling Floor FENESTRATION Orientation ----------------- Window West Window North Window East Window South Window South Window West Window North Window East Window South Window West 0 19 38 19 Assembly U -value Location/Comments -------- 0.330 ---------------------------------------- Outside 0.072 Outside 0.025 Attic 0.049 Crawlspace Area U- Interior (ft2) value Panes Shading ----- `�42 0 Z0.0 ----- 0.490 ----- 2 ---------- Std Drape 0.490 2 Std Drape ,-&0.0 0.490 2 Std Drape -51'0 1�-r0 0.490 2 Std Drape 0.500 2 Std Drape ,41r.5 0.490 2 Std Drape u4'6. b 0.490 2 Std Drape L816-0 0.490 2 Std Drape C*T.0 0.490 2 Std Drape ,X.0 0.500 2 Std Drape THERMAL MASS Area Type Exposed? (ft2) None HVAC SYSTEMS Type -------------------------- Furnace Air cond. -- central split Exterior Overhang Frame Shading and Fins Type ---------- -------- -------- Bug Screen .Overhang Vinyl Bug Screen Overhang Vinyl Bug Screen Overhang Vinyl Bug Screen Overhang Vinyl Bug Screen Overhang WdDoor Bug Screen None Vinyl Bug Screen None Vinyl Bug Screen None Vinyl Bug Screen None 'Vinyl Bug Screen Overhang Wood Thick (in) Location/Comments ----------------------`S�-S--------------- Duct Location Efficiency and R -value ---------- ----- -------- 0.78 AFUE Attic R-4.2 10.00 SEER Attic R-4.2. s CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Card Run: 034 03 -Jul -97 WATER HEATING SYSTEMS SPECIAL FEATURES, REMARKS, AND NOTES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. Distrib Water Water # of Energy Volume Wrap System Name ------------ Type Heater Name Heater Type Htrs Factor (gal) R-val Std-Heff_Gas ------------------------------------- Standard Std-Heff_Gas Storage gas ---- 1 - ------ ------ 0.63 50 ----- 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name ------------ fraction ------------- type ------------ boiler? boiler pump? Std-Heff_Gas -- -- ---------- ------------- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby' Tank Light Heater Name ------------ Efficiency AFUE (kBtuh) Loss R -value (Btuh) Std-Heff_Gas ---------- ---- 760 -------------- -- 36.00 -- ------- -- ------ -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name -------------- Type Number run (ft) diam (in) thck (in) R -value None ------------- ------ -------- --------- --------- ------- SPECIAL FEATURES, REMARKS, AND NOTES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Card Run: 034 03 -Jul -97 DESIGNER OR OWNER Larry J. Warner AEC Group 2059 Forest Ave. Chico, CA 95928 916-892-8008 Lic #: GI 96�� S ned Date ENFORCEMENT AGENCY Name: Title. Agency: _ Telephone: Signed Date DOCUMENTATION AUTHOR Larry J. Warner AIA Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Card Run: 034 03 -Jul -97 Project Address: 14924 Meridaian Rd. CARD SFR 1 Chico, CA Building Title: SFR -2089 s.f. Building Permit # Document Author: Larry J. Warner AIA Telephone: Plan Check / Date Compliance Method: CALRES2 Version 1.31. Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------------- --------------- Space Heating 15.08 Space Cooling 12.38 Water Heating 11.55 Total 39.02 GENERAL INFORMATION Proposed Design --------------- 15.43 13.29 9.56 -------- Complies 38.28 Yes Conditioned Floor Area: 2089 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 275 deg (West) Number of Dwelling Units: 1.00 Number of Stories: 2 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 18801 ft3 Conditioned Footprint Area: 1109 ft2 Ground Floor Area: 1109 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Thermostat Name- (ft2) (ft3) Type Type ------------ ------- -------- ------------- ------------ House, 2089 18801 Conditioned CEC_Standard OPAQUE SURFACES Surface Area Type ---------- (ft2) Zone = House ------ Door 20.0 Wall 496.0 Wall 513.5 Wall 487.0 Wall 438.0 Ceiling 2087.0 Floor 1109.0 Vent Vent Height Area (ft) (ft2) 8'0" 47.8 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- --- --- --- ------------ -------------------------- 0.330 0 95 90 Yes CEC_30-Wood Outside 0.072 19 5 90 Yes W19.2x6MS Outside 0.072 19 275 90 Yes W19.2x6MS Outside 0.072 19 185 90 Yes W19.2x6MS Outside 0.072 19 95 90 Yes W19.2x6MS Outside 0.025 38 -- 0 Yes R38.2x4.24 Attic 0.049 19 -- 180 No FW19.210.16 Crawlspace COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: r Card Run: 034 03 -Jul -97 PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ------------------- ------ ----- ------ ---------------------------------- None FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) ----- Azm Tlt Type Type Name Comments Zone = House --- --- ------- -------- ------------ -------- F-1-1 Wind 6.0 275 90 Slider Vinyl CLR/VINYL f-1-2 Wind 6.0 275 90 Slider Vinyl CLR/VINYL f-1-3 Wind 6.0 275 90 Slider Vinyl CLR/VINYL f-1-4 Wind 6.0 275 90 Slider Vinyl CLR/VINYL f-1-5 Wind 9.0 275 90 Fixed Vinyl CLR/VINYL f-1-6 Wind 9.0 275 90 Fixed Vinyl CLR/VINYL L-1-1 Wind 20.0 5 90 Slider Vinyl CLR/VINYL L-1-2 Wind 20.0 5 90 Slider Vinyl CLR/VINYL B-1=1 Wind 20.0 95 90 Slider Vinyl CLR/VINYL B -1-3A Wind 3.0 95 90 Fixed Vinyl CLR/VINYL B -1-2A Wind 3.0 95 90 Fixed Vinyl CLR/VINYL B-1-2 Wind 15.0 95 90 Slider Vinyl CLR/VINYL B-1-3 Wind 15.0 95 90 Slider Vinyl CLR/VINYL B-1-4 Wind 20.0 95 90 Slider Vinyl CLR/VINYL B -1-4A Wind 4.0 95 90 Fixed Vinyl CLR/VINYL R-1-1 Wind 4.5 185 90 Slider Vinyl CLR/VINYL R-1-2 Wind 4.5 185 90 Slider Vinyl CLR/VINYL R-1-3 Wind 40.0 185 90 Hinged WdDoor Clr/wd F-2-1 Wind 5.0 275 90 Slider Vinyl CLR/VINYL F-2-2 Wind 5.0 275 90 Slider Vinyl CLR/VINYL F-2-3 Wind 5.0 275 90 Slider Vinyl CLR/VINYL F-2-4 Wind 5.0 275 90 Slider Vinyl CLR/VINYL F-2-5 Wind 6.0 275 90 Slider Vinyl CLR/VINYL F-2-6 Wind 6.0 275 90 Slider Vinyl CLR/VINYL F-2-7 Wind 16.5 275 90 Slider Vinyl CLR/VINYL L-2-1 Wind 20.0 5 90 Slider Vinyl CLR/VINYL L-2-2 Wind 20.0 5 90 Slider Vinyl CLR/VINYL B-2-1 Wind 20.0 95 90 Slider Vinyl CLR/VINYL B-2-2 Wind 20.0 95 90 Slider Vinyl CLR/VINYL B-2-3 Wind 12.0 95 90 Slider Vinyl CLR/VINYL B-2-4 Wind 12.0 95 90 Slider Vinyl CLR/VINYL B-2-5 Wind 22.0 95 90 Slider Vinyl 'CLR/VINYL R-2-1 Wind 20.0 185 90 Slider Vinyl CLR/VINYL R-2-2 Wind 8.0 185 90 Slider Vinyl CLR/VINYL R-2-3 Wind 12.0 185 90 Slider Vinyl CLR/VINYL F -dr -1 Wind 20.0 275 90 Hinged Wood Clr/wd COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Card Run: 034 03 -Jul -97 GLAZING CHARACTERISTICS Glazing SC Gls Charactr Glazing Name ------------ Type CLR/VINYL --------- Clear Clr/wd Clear OVERHANGS Fenestration # of U- SC Gls Interior SC Int. Exterior SC Ext Panes ----- value ----- Only ------ Shade Type ---------- Shade ------ Shade Type Shade 2 0..490 0.880 Std Drape 0.780 ---------- Bug Screen ------ 0.870 2 0.500 0.880 Std Drape 0.780 Bug Screen 0.870 Name Height Width F-1-1 310" 210" f-1-2 31011 21011 f-1-3 310" 210" f-1-4 31011 21011 f-1-5 610" 116" f-1-6 61011 11611 L-1-1 41011 51011 L-1-2 410" 510" B-1-1 41011 51011 B -1-3A 110" 310" B -1-2A. 110" 3'0" B-1-2 5 1 011 3 1 0" B-1-3 5'0" 310" B-1-4 5'0" 410" B -1-4A 110" 410" R-1-1 310" 1'6" R-1-2 310" 116" R-1-3 6'8" 610" F- dr - 1 61811 31011 FINS Fenestration -------------------------- Name Height Width ------------ ------ ------ None THERMAL MASS Mass Name -------------- None Vol Cond- Area Thck Heat duct- Construction Insd (ft2) (in) Cap ivity Type Rval Location/Comments ----- ---- ---- ----------------- ----------------------------- Above Left Right Depth ------ Glazing Extension --------- Extension 91611 --------- 01011 91611 --------- --------9'6" 421611 91611 0' 0" 91611 421611 91611 0,011 91611 421611 91611 0,011 91611 421.611 916" 0'0" 916" 4310" 91611 01011 91611 43101, 916" 010" 916" 3616" 91611 0,011 91611 361611 916" 0'0" 9''6" 3916" 91611 0,011 91611 .411 6" 91611 01011 91611 411611 91611 0'0'1 91611 411611 916" 010" 916" 4116" 916" 0'0" 916" 401611. 91611 010" 91,611 401611 . 91611 0' 0" 91611 401011 916" 0'0" 916" 4010". . 91611 01011 91611 351611 91611 0101, 91611 411611 -------------------------- Left Fin Right' Fin Exten -------------------------- Dist Exten Dist Fin Fin above to Fin Fin above to Depth ------ Height glzng ------ ----- glzing Depth Height glzng glzing ------ ------ ------ ----- ------ Vol Cond- Area Thck Heat duct- Construction Insd (ft2) (in) Cap ivity Type Rval Location/Comments ----- ---- ---- ----------------- ----------------------------- COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Card Run: 034 03 -Jul -97 SOLAR GAIN DISTRIBUTION ,Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass ------------ -------- -------- ------------ ?None ;HVAC SYSTEMS ;System Name -------------- Zone = House GasFurn.78 ACsplit10 Comments -------------------------------- Duct Location System Type Efficiency and R -value ------ ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 ![WATER HEATING SYSTEMS ' Distrib Water Water # of Energy Volume Wrap System Name- Type -- Heater Name Heater Type Htrs Factor (gal) R-val --------- ------------------------------------ ---- ------ ------ ----- ;Std-Heff_Gas Standard Std-Heff_Gas Storage gas 1 0.63 50 12 J!WATER HEATING SYSTEMS MISC HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in)thck (in) R -value --------------------------- -------------- ------------------------ None SPECIAL FEATURES, REMARKS, AND NOTES None Solar savings Solar system Wood stove Wood stove System Name ------------ fraction ------------- type boiler? boiler pump? ------------ Std-Heff_Gas -- ----------------------- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name ------------ Efficiency AFUE (kBtuh) Loss R -value (Btuh) Std-Heff_Gas ---------- ---- 760-o --------------------- -- 36.00 -- -- ------ -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in)thck (in) R -value --------------------------- -------------- ------------------------ None SPECIAL FEATURES, REMARKS, AND NOTES None PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R -------------------------------------------------------------------------------- Project Title: Card 03 -Jul -97 Project Address: 14924 Meridaian Rd. Chico, CA Building Permit .# Building Title: SFR 2089 s.f. Document Author: Larry J. Warner AIA Checked By / Date Telephone: Compliance Method: CALRES2 Version 1.31 Assembly Name: Assembly Type: Framing Percentage: Framing Type: W19.2x6MS Wall Construction 150 CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Total Unadjusted Resistance (R): 19.56 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION U -value: Resistance: NOTE Cavity Framing ----------------- ----------------- (1./19.56 x 0.85) + (1./5.22 x 0.15) 5.22 Total ----------------- 0.072 Btuh/ft2-F = 13.85 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments,, crawlspace resistance, or other modifications mandated by the CEC. Material ------------ (inches) at Cavity at Framing 1 FilmIn_90 --------- -- ---------- 0.68 ---------- 0.68 2 d GypBoar_HC 0.50 0.45 0.45 3a Fir 3.50 -- 3.47 3b R19Batt 5.50 17.80 -- 4 Felt -- 0.06 0.06 5 Hardwood _HC 0.50 0.40 0.40 6 FilmOutside -- 0.17 0.17 Total Unadjusted Resistance (R): 19.56 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION U -value: Resistance: NOTE Cavity Framing ----------------- ----------------- (1./19.56 x 0.85) + (1./5.22 x 0.15) 5.22 Total ----------------- 0.072 Btuh/ft2-F = 13.85 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments,, crawlspace resistance, or other modifications mandated by the CEC. MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this check list is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown in the documents or on this checklist only. DESCRIPTION Building Envelope Measures 150(a): Minimum R-19 ceiling insulation. 150(B):Loose fill insulation manufacture's labeled R -value 150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). 150(d): Minimum R-13 floor insulation in framed floors; Min. R-8 in raised concrete 150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch 118: Insulation specified' or installed meets California Energy Commission quality std's 116-17: Fenestration Products, Exterior doors and Infiltration/Exfiltration Controls a: Doors and windows between conditioned and unconditioned spaces designed to limit air leakage b: Manufactured fenestration products have label with certified U -value, and infiltration certification. c: Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(G): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(F): Special infiltration barrier installed to comply with 151 meets commission quality std's. 150 (e): Installation of Fireplaces, Decorative Gas appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a: Closeable metal or glass door b: Outside air intake with damper and control c: Flue damper and control 2. No continuous burning gas pilots allowed. Designer Enforcement R-38 R-19_ R-19 NA Min. 0.50 N/A N/A_ X Space Conditioning. Water Heating and Plumbing System Measures 110-13: HVAC equip., water heaters, showerheads & faucets certified by the commission X 150(I): Setback thermostat on all applicable heating systems X 1500): Pipe and Tank Insulation 1. Indirect hot water tanks to have blanket (R-12 or grater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closet to water heater, non-recirculting systems, insulated (R-4 or greater). 3. All buried or exposed piping in recirculating systems to be insulated (R-4 or greater). 4. Cooling system piping below 55 degrees F insulated, 5. Piping insulated between heating source and indirect hot water tank. X 150 (m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMB sections 1002 and 1004; ducts insulated to a min. Installed value of R-4,2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible manually operated dampers. X MANDATORY MEASURES CHECKLIST: RESIDENTIAL PAGE TWO MF -1R Designer Enforcement 114: Pool and Spa Heating System and Equipment. 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. N/A_ 2. System is installed with: a: At least 36" pipe filter and heater for future solar heating b: Cover for outdoor pools or outdoor spa. X 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household appliance have no continuously burning pilot light. (Exception: Non-electrical- cooking on-electricalcooking appliance with pilot < 150 Btu.hr.) X Lighting Measures 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed cueing fixtures IC (insulation cover) approved. X -H Q /9%. r X38955 - �� 9,0389 338955. .. 7'71 038955 • Ott, Reword �l :Rem Fe d al � ed I�yp e 0!,Co I. ROC , P S, can ut ot ord& Ch ck 2. 00 j: RecJ. Grub 10'00 2'16PM °rder b8 AUBG �XX 1 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 NOT COMP ORIG'NAL p0 MIT OCT" I U 1997 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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: All that certain real property situate in the unincorporated area of the County of Butte, State of California, being more particularly described as follows: Parcel 1 as shown on that certain parcel map, filed in the Office of the Recorder of the County of Butte, State of California, on July 19, 1982, in book 89 of maps, at page 5. AN 047-220-101 Date: ADA VA -P State of California County of Bu-r+t On 10-14-9"1 �L�4ydml �A-RvEE.nl I-• G4R1� before me, Y --v-'\ Sa h ✓I M i "I e l 1°, 1�- t o ✓tuy) { A U-ta ✓ 0 U bl I L personally appeared 0 d G vvi 7. CA vG G Vl d P(A ✓V P-e✓1 L - C G Ivcl 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 we 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. KRISANN MICHELLE MORTON y COMM. # 1072400 Signature Q�VI G'�Y l��G�SI• NOTARY PUBLIC - CALIFORNIA im a N(,VI COUNTY OF BUTTE w My Comm. Expires Sept. 17, 1999 A.P.# May 1995 2.19 e•^lir-��.i.TG�fJ.-`�«-.--ti;,�:..a:;:�� r f'�::a. r. �.y..t � . � „ . ...^..+�. r.... -r•.., --.-._...a rv..=--�.y �--w`��4 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question-s,pertaining to this matter, or need additional explanation, . please contact this office immediately." ar7 a "oe2" e- d lac V .('c p 157 0 —A Date 13 � Z- Inspector REVS 11/91 .+r,-�.r,.`r-=a„"n�..s.+�r...t2�r.:x:-^�a24�E''.-ud.• 4i� 4„S.e.,3x�Mtrp�F;s.ya�3?'�,t;,d�ii,.:�.�r^�;"'°'p"", COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the` -above address and should be corrected. Please notify this office when correction of work, is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date. € REV `10/92 Inspector `�,�� t LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 14924 Meridian Rd. Chico Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Fiberglass Batts Brand Name Schuller Int. Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Schuller Int. Contractor/s min. installed weight/ft sq. .823" Ib. Minimum Thickness 16" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Schuller Int Thickness (inches) 6.75 Thermal Resistance (R -Value) R19 4. RAISED FLOOR Material Fiberglass Batts Brand Name Schuller Int Thickness (inches) 6.75" Thermal Resistance (R -Value) R19 5. SLAB FLOOR / PERIMETER Material "" Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. Item s Signature, ate nsta mg Subcontractor(Co. Name)Or General Contractor (Co. Name) Or Owner Item #s Signature, Datenstallmg Subcontractor Co. Name Or General Contractor (Co.Name) Or Owner Item #s Signature, Date Installing Subcontractor _ (Co. ) ame) Or General Contractor Co. Name Or Owner V=OK 0 = Not OK Not tReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer Locadon-Tes4Fall-C/0-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Loca6on•Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'L9t / /Nat or/ /'L'ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance !MISCELLANEOUS Date DECK VERS, ORIS, GARAGES (Plans) OK except #'s" •1. `Zonfng RequirementsSetbacks-Easements 2. Footings; Soils-Size-DepthSpecng-Connectora•Steel 3. Docks; Gkdem,and/orJoists-Decking-BracingStairs-Rails 4. Wood Awn:,, Posts-Beams-IFiftrs.-Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; NailinOeneerStuoco-Mesh 10. Roof; Shthgftoofing 11. Ext; Steps -Doom -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 #'a 1. Setbacks -Easements: 2. Soils; Compaction -Structure Stability 3. Pod 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/S-Circulating Equip.4-leater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Inflater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 _Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test Demand-VaheConnector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test-FalWlex 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-lnstallation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 !MISCELLANEOUS Date DECK VERS, ORIS, GARAGES (Plans) OK except #'s" •1. `Zonfng RequirementsSetbacks-Easements 2. Footings; Soils-Size-DepthSpecng-Connectora•Steel 3. Docks; Gkdem,and/orJoists-Decking-BracingStairs-Rails 4. Wood Awn:,, Posts-Beams-IFiftrs.-Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; NailinOeneerStuoco-Mesh 10. Roof; Shthgftoofing 11. Ext; Steps -Doom -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 #'a 1. Setbacks -Easements: 2. Soils; Compaction -Structure Stability 3. Pod 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/S-Circulating Equip.4-leater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Inflater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) except Vs FA., Main; Soils-Elec. Gmd: ' Ftg. Depth . Ftg.Garage; Soils-Steel-Elec. G r Ftg. Depth F 4. . Porches & Decks; SoilsSteel-/ P Ftg. Depth S IIs, Main; Steel-Blockouts-Wrapped IIs, Garage; Steel-Blockouts- Wrapped Wold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Pi Fireplace Ftg.-Steel V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 1 . , U . Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ,Water Pipe; Test -Anchors -Regulator -Service Test 2. Electric Underground Pienums & Ducts; Clearance-MaterialSupport-Ins. jO/Gi fs$ills-Anchor Bolts -Joists Vents•Crippies 1 ccess & Ventilation 16. Insulation Date j L •5 7 Card B-1 C,,S-J Date Card B-1 Date Card B-1 Date Card B-1 Date JeLUMBING (Permit) OK except ft afar, Htr; Vent -Access -Combustion Air Baffle 1YT /�11 r g!L*; Test & Anchor -Nail Protection D ..; Test Fittings & Anchor -Nail Protection ower Pan; Test, First Floor -Tub Access st Tub & Shower, Second Floor -Tub Access 22—grairP ipe; Sae & Anchors Date V/ Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 Date _ELECTRICAL (Permit) OK except #'s e3-f0hae•& Transformer Clearance -Ins. Protection 24. EI -Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 26,R6m"ex Installed Close to Edge of Studs & C.J. . quip. Ground made up w/Mech Fastners-Bond Gas & Water . 2 Appliance Circuts in Kitchen & Conductor Size GFI _Q9—qQfped Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No . -11�Se;Z;-Riser Conductors & Ground -Main Disconect 'Equ. Clearances Panels -Motors -Meth. Epuip. Cls Closet LightShower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s iF"At. Ducts Insulation & Support 36—Ve—ni Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade umance•Vent Access -Comb. Air -Return Air Vent 115 outlet . 'c Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's .Sits Proper Materials & Anchors Wills Studs -Nailing Spacing & Braces -Plates -Sound 4 . Baring Walls over Girders & Floor Nailing 9!3_ raft Stop in Walls (rat proof) =fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & ReamsSize & Bearing - s Date FRAMING (Continued) 96' Hangers -Post Caps -Anchors -Connectors 4 . Cling. Joist Rftr Ties-Purlin-roff Brac: TrussShting: Rfng. j!!TElace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50!Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions .%U-11a_Fire Protection Framing ,pe5 roperty Line Firewall & Openings - E)L,Qoofs-One &-Check Garage 3rd Story, 2 Exits 5/Plywood on Roof Overhang -Attic Vents -Rafter Outriggers idingailing Veneer 5goo Mesh -Drip Screed -Fd. Vents-Underfir. Access 59!Shear GValls; Nailing -Bolts Interior /Exterior Wall Panels t OT—Insulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft f&t Steps -Door & Sidelight Protection -Landings �ftoke Detector Fumace; Vents -Clearance -Comb, Air-Conector- ,riGarage; Above Floor -Ducts -Meeh. Protection J)4droom Exiting �A.F.l. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels irs & Rails 7 . $replace or Stove. Clearance -Hearth 7 . ec. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance Elec. Outlets & Receticales at Kit. Counter A./Garage Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. /In Garage; Above Floor -Meth. Protection f! Ib., Elec. & Mech. Equip. Listed for Location 76/Elec. Receptacles in Garage (G.FI.)-Romex Protection Insulation -Foam -Looked in Attic Guard rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor fl Yes 42/ Following Instld./Drive Q Yes 0 No/Walks Q Yes 0 No/Planters 0 Yes Q No 06. Stucco Brown -Finish $4 A.C. Unit Disconnect, Electrical -Plumbing f Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings IAJ Water Well, Disconnect, Electrical, Plumbing 47. Exterior Elec. Trim, G.F.1. Receptacle -Underground / Ventilation Throught House Glass Protection Co2Etions from Previous Inspections td 91 Test -Meters Tagged, Gas -Electric ater & Rem—Connected-C/O to Grade -HD Approval 92! Energy Compliance Certificate -Other Certificates Date Lj j41 Card B-1 Dl,-/ Date Card B-1 Date 5 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA nn RECREATION AND PARR DISTRICT Assessor Parcel Number(s)y q7 —M/ Property Owner AA-D%�'r� Project Location/Address PC Subdivision Lot Number(s) Residential Development: ,(check one) ,,/New Development _Alteration/Addition Mobilehome(s) Non -Residential / to Residential Total Number of Dwelling Units t Comment: 3 2. S�� z Building bdVartmcot Representative Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) pUX10 . (,0(.)(+ -- (Street Address) City), (State) (Zip Code has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ 97 CARD Representative Date U V PAID BY 'CHECK NO. REMARKS : Z }j_ JQ7' Q, ,(24� 6'(J . BANK NO. %(n. PAID BY CASH r)1&_ RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico'Building Dept. " ; 1j 1 i'� X11 '' 'fllr-irY ►"'r Y �{ %M7 w fur li� }may r .� �vs �s dads r, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM a` JOne form per Building) l School District , '/ �� Q J, JA � "► , cG( Building Department No. 1, A.P. Number Jurisdiction: City County Property Owner / n %)r^ 64-X Property Location/Address / Z T Subdivision �✓ Lot No. Residential Development Sq. Footage�� No of Living Mobile Home Addition (Gr�tilirB)n2� bbtV/�J Units Installation 1 ZS(� Commercial/Industrial Sq. Footage New 5y L, U • Addition (Including Exterior Roofed Areas) ng Department (Floor Plans reviewed oy Scnooi Uistnct Personnel) 9- �—� -- s7 - Date District Identification No. 45,11�✓ �K 4C d _ School District certifies that (Applicant) t9alt( C-1+ CIO (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirgments of Resolution No. . 5r Zg(Q representing square feet. School District by payment of $ 45z& B 2926 $ ULL MITIGATION $ Date Paid by Check # Remarks: (%1,15I?tZa k Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm I FsRMIT NO. 6829-79P,E PERMIT EXPIRES` z L OWNER Gene H, Kinne CONTR. owner 47-22-17 LOCATION (A.P. ) E/S Meridian Rd., app.7/10 mi.S.of Munjr Rd., Chico i is i i' - � L f' r. y f Temp ower Pole • Called PG&E i l -Flet. Serv. F6 < /Called Temp. Gas Serv. Called PG&E h JOB FINALED� (Date) (Signature) 1J J . CP— CPO 9. Electrical A. Is service large enough to provide adequate amperage -to mobilehome (must equal ralting of mobilehome with a minimum of 100 p) and other 'facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes_ o_ ►' may B. Is there proper clearances around panels? Yes o..... C. Is powert'-supply cord or feeder as properly fused? Yes_ D. Is continuity test satisfactory as per the following procedure? Yes C 1. De -energize electrical wiring system,'of the mobilehome at the pedestal. 2. M e sure that the power supply cord or feeder assembly conductors, including neutral conduct have been disconnected. 3.1' itch all breakers and switches in the mobilehome to the "on" position. ' 4. on C onn lead of a test instrument to the mobilehome grounding conductor and other lead to each mobilehome supply conductor, including neutral. 5.&�e�riine), rrent, carrying metal parts -of the mobilehome (aluminum siding, gas line, including fixtures and appliances, shall be tested for continuity from ;such aipment and the grounding conductor.6.on completion of the above.procedure, the &wertsupptly cord or feeder assembly conductors shall be connected to the'site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the --- mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing.. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. • r MOBILEHOME DATA _ Manufacturer apd/o.r_Namestyle•- Length Width ehicle Serial No. State Identificatic Additional'Information or 12 ts: f r '3�sa.6 MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located with re 'red separation from lot lines and buildings and generally conform'to plot plan? Yes o 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes�D 3. Are footings and supports properly sized, spaced, and braced as per a ed plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes_ o 4. Is the mobilehome level? (Sec. 5088) Yesl- o 5. If more n a single unit, are crossover connections properly installed? (Sec. 5088) Yes_ o_ 6. Water A. Is flexibl nnector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes Test - Does water piping withstand working pressure or 50 lbs, air test? Yes C. Backflow - If coach is no t/ekalifornia approved, does station have backflow device and pressure -relief valy ?e 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes C—N-6- B. Does it have minimum 4" per foot slope and is it properly supported? Yeses ---- C. Are any leaks detected in drainage system after runnin -gallons of water through each fixture including washing machine standpipe? Yes o ' D. If coach isn to a ifornia approved, does station have required trap and vent? Yes No 8. Gas Pi!,'In and GasV A. Conne for - Is c nnected to the gas 'supply with an approved 3/4" minimum mobileh e conre than 6 ft. long? Note: All piping is to be at least -as large as t e ms line inlet without reductions other than the mobilehome connector. B. Test OK as perprocedure? YesNohL L1. Open all anector valves. j i 2. Shut off applia�ce�urner and pilot valves. 3. Air test with anometeto 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum oz.) calib ated in tenth pound increments. Test for 10 min. without drop. 4. Connect go meter to mobilehome with connector, turn on gas, test connections with soapy wa V er. C. Are all apF(liance vents properly installe ? Yes No C COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Set ck FI wall Soi Pipin Formk Par ets is Floor Mai Bldg. Restr m Finish 2nd loor Foo 'n s Window 3rd F or Stem II SidingTo out ouAin Slab Roof She In Water Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings y Prov. for ph sical . handicaped Conformance of ex. structure V Appliances Gas PI in & Test Temp. Gas Slab Final A Sanitation Patio RE ACE Final Footin s Footing LECTRIC Masonry Walls Throat Rough Relnf. Steel Final Fixtures Bond Bea IRE SPRINKLE45 Motors Framing Test Water Htr Stucco Final Sub ane Mesh MECHANICAL Grd. Fifult Prot. Scra h I Servile OrgoWn CooJfng T mp. Pole nish D is finderground I erior Lath V ntilation Permanent oor Closer Inal Inal MOBILEHOME UTILITIES ------------------- Elec. Service Elec. Pedestal Water Piping - % Sewer Gas Piping MOBILEHOMt IN TA AT N --------------Support Z-14W Elec. Continuity Water Piping /%.,' f 7.,, 7 C( Drainage I -, , / �� P Gm Rrpia% DATE REMARKS OR CO ECTIONS -AN A w (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS e 4 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Orovi Ile — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRM-T.ION NOTICE ERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. bate! �r/ .e r 1�" COUNTY OF BUTTE DEPARTMENT OF•PUBLIC WORKS 7 COUNTY CENTER DRIVE ,--- RV OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordancewith the requirements of the California Administrative Code, Title 25, Chapter under permit numberTA—,--. 4/_-- eKor the oRowing location: Owner - r / Owner's Address Mobb lehome Mfgl_ z; . �' i � � �i='C7Model Year%' Old"signia No. J �� _ - _ Seri -of Q �a'("i � It is hereby certified for/oc6xfp c at. h�a' HG Y p y . bove described location and may be occupied. Director of Public Works ` Date _ / `% By�,i THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. r Owner Mailing Address 1P. Contractor Mailing Address C -6e, ` C a Building Address COUNTY OF BUTTE — 'DEPARTMENT Of/PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 �7 ' Telephone: 534-454 R APPLICATION AND PE RMIT / BUILDING SQ. FT. I OCC. BUILDING VALUATION a G P. c Telephone No. Telephone No. —7 �t "7 at/ ; q ov a A. P. No. 47 --AJ— Zontrfg Manning "s I WIC. re Dept. Fire Zone Use Permit EQA I Parking Plans I Declaration p pParcel Parcel Ma 60' R/W I Improvements , Bldg. Plan`s Rec'd I Parcel roval I moans Approval NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Single Family ❑ Duplex ❑ Mobil Home [gL Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styleof c fi License No. a W0 Ql q Classification C, ❑ I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is .issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. 1 agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X A,1 Date Signature of Permitee or e t Receipt.No.— White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant Fireplace Total Valuation ELECTRICAL No.1 Permit Fee PERMIT FILING Plan Checki ng Fee &/or Penalty $3.00 Permit Fee 6111 OR LE 100 AMP ORLESS5.00 • PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Building sewer 5.00 Lawn sprinkler system 2.00 Permit Fee 4i ELECTRICAL No.1 @ PERMIT FILING FEE $3.00 Main service 6111 OR LE 100 AMP ORLESS5.00 Main service EA. AOD'L 100 AMP 2.50 Main service OVER 100100 AMPeoov OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. OR ADDNS. ( DWELLING OCCUP. h ACC. BLDGS. 2P sq f1 NEW CONSTR. Mnm RESID_ (MULTI -OUTLET BRANCH CIRCUITS 2.50ec' Ex. OCCU131OUTLETS OR FIXTIIRES BAL�to� FIXED APPLNS. OR P•(OUTLETS (RESID.) EA; EX. OCCU 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ MECHANICAL No. _ @ PERMIT FILING FEE J$3.00 Heating Coo I i Ventilation Hood 2.00 Permit Fee $ er Fee is 46 -- TOTAL PERMIT FEE $147 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated abovyl which fees have been paid. P &€ULFOOF PUBLIC WORKS Date luilding permit expires Datei �. 'COUNTY OF BUTTE - bEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: X534-4541 APPLICATION AND PERMIT 6�9-79- authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. f X9 Date�dU `— Signature of Permite�eQor Agent Receipt No. 2,996 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above f hich fees have been paid. I F PU LIC -WORKS B KA It Date 6 Building perm) xpires Date t ! ^1 BUILDING Owner H. V SQ. FT. OCC. BUILDING VALUATION Mailing Address R/o�, Fjoj, I o4l:C L+ ii Cil '7 1 � Tel ephon i e No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address s M �ID(�� VD, PP. 1' Plan g Fee&/or Penalty nee Permit t Fee dr, 7/0 /17% S', OF -M004AV_ (Z t) PLUMBING No. @ FEE PERMIT FILING FEE $3.00 , Each Trap 1.50 r� 1 Repair drainage or vent piping 1.50 A. P. No. 47— 22.— 1 Z.4& PI ning Water piping ()�0 Each gas water heater or vent 1.50 s SAGkati ire Dept. FireZone Use Pe it Gas piping system 1 - 5 outlets —#-50 10,00 EQA Parking Parcel Plans Declaration Parcel ap 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Q,00 Bldg. Plfd4s Recd Parce A proval Plan provcl Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ permit Fee $ Jqa ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3r VV Main service 600V OR LESS 100 AMP OR LESS 5.00 .00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD•L 100 AMP 2.50 Z, S10 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADONST ACCLBLOGS.LING CCUP. �!\ 22 sq ft / CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style le of: NEW CONSTR BRANCH CIRCUITS) NON-RESID. I'BRANCH CIRCVITS) 2.50ea NEW CONSTR (POWER APPARATUS B NON-RESID. SINGLE OUTLET CIR. 250 Ex. Occuo(OUTLETS OR FIXTIIRES g L Ex. OCCU FIXED APPLNS. OR p•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 1S,00 License No. Classification Misc. Wiring 6.25 (A 2'roo I am exempt from the Contractors License Laws of the State of California. Permit Fee $ TT E:>:__ $ Z% WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ 2 . ®C TOTAL PERMIT FEE $ 8J� 1 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. f X9 Date�dU `— Signature of Permite�eQor Agent Receipt No. 2,996 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above f hich fees have been paid. I F PU LIC -WORKS B KA It Date 6 Building perm) xpires Date t ! ^1 COUNTY OF BUTTE Department of Public Works 7 County Center Drive .Oroville ----- 534-4541 ELECTRICAL -INFORMATION FOR DE -RATING MOBILEHOMES Owner d- P4 ;Ce X,`� t Location 3•� ��rn{ v DF Stierrm� I$, AP 07 22-)z, �%,,�,A� /2 d, Mobilehome Installation Permit No. FILL IN INFORMATION FOR 17EMS 1 THRU 10 _ Watts Q d" �IOU, 1. Width .3 x Box Length x 3 = 2. 2 Kitchen Appliance Circuits ................. = 3,000 3. 1 Laundry Circuit ............ 1,500 4. Ovens ........................................ _ /41/0 5. Cook Stove Top.......'........................Z WK 6. Hot Water Heater ............................. _ /a 5'"-6 % 7. Dishwasher & Disposal 8. Clothes Dryer ............................... 9. Other (specify, i.e., motors, exhaust fans, etc.) .�. 506 Sub -total - Watts;..... - First 10,000 watts @ 0% ................................ = 10,000 Remaining 9 — watts @ 40% ........................ T 10. Air Conditioner watts @100%.. = ) Largest Demand = /,? 7�,0;;'C% `63q -►,p Central. Heat System 09 Q watts @ 65%.. = / 2qoff SD ) TOTAL DEMAND WATTS REQUIRED ............. 77'' "Demand Watts Required" ; 230 .............. ...:........ _ AMPS De -rate Mobilehome to ...... ... ....... %cra AMPS (BUTTE COUNTY BUILDING DEPARTMENT MOBILEHOME SUPPORT ATA If other than single wide, v Mobileh a fr. C.i E".'u ",:a : ' „furnish Setup .Model No. S - �% Year X17 Width _(ft.) Boit Lengt(ft.) 'Tagalong or Expando Sizft. XC7 ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not ori*file with Ithe County of Butte). All center supports measured from front of ' mobilehome unless otherwise specified. Footings (check one) y� /., K 6 0 Single [�,-Wood either ®� Vpressure treated or A foundation grade. (ft.)(in:) (in.) (in.) E] 2. Other (specify) Center support Center support locations* footing sizes , Supports (check one) (in.) [—l: Concrete block. +� 0 �,2 x.3© J6- 2-w Other ( specify) (ft.)(in.) (in.) (in.) 4-----Tagalpng or Expando,' show support details. 2i/ (ft.)(in.) (in.) (in.) -- Typical Support (in.) (in.) Footing Size (ft,.)(in.) (in.) (in.) ` -- Max. Pier Spacing (ft.)(in.) Fir f y-� Max. Overhang (ft.) (in.) (in.) (in.) 1 (ft.)(in.) '0 X ell BUTTE COUNTY BUILDING DEPARTMEN' APPROVED *Tf Tenter piers are other than drawn above, 70 _ draw in -locations. spacing, and dimensions.. BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: �✓ fZ �4�A siteservice? (, `C �Z ' ,✓� 2. Installer's name: (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- /1/0 �� S (in.) 10. What 3. Is the site currently under permit? Yes / No What is the gas pipe length from meter or tank to (If yes, furnish permit number 12. :What ) OR (This information not required if pipe length Is the site an existing site? Yes / / No or less than 50 ft. on LPG.) (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / Com- No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- p� �, © Amps 6. What is the mobilehome site service rating? --------------------- 0 Amps 7. What is the mobilehome site circuit breaker rating? ------------- 00 Amps 8. Is there any other electric load to be served by the mobilehome siteservice? --------------------------------------------------- Yes No / / (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- /1/0 �� S (in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG / / 11. What is the gas pipe length from meter or tank to the mobilehome? AQ !Y A f (ft.) 12. :What is the mobilehome gas demand? C7 i S BTU (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) NOTE --All Materials & Workmanship Shall Be II Ii Accordance with Recognized G—d&k, Practices and of a quality proscribed for the Spe6fred use in the Uniform 6uiiding, Plumbing & Mechanical Codes and the National Electrical Code. • l s ♦ _ R This set of plans an specifications MUST be kept on the job. at all imes and iit is unlawful fc mare any chanro^s or a tcr�;iions on same withow, written permission fror i the Department of Pul- lic .Works, County of 3uffe. 3da '' S A penult will 'be - required for the installation of the mobilehome. a/ 0 r A setback of 5 ft. from the property !ines and a setback of 50ft. from the road centerline shall be clear of,,. Utility connections shall be within structures or equipment except 4 ft. of the mobilehome, either fora 2 ft. eave overhang. directly behind'or,within the rear half of the roadside (left) of the mobilehome. bITIE OUNi,� r UILDING EPARTMEN:i APPROVED .T This set of plans an specifications MUST be kept on the job. at all imes and iit is unlawful fc mare any chanro^s or a tcr�;iions on same withow, written permission fror i the Department of Pul- lic .Works, County of 3uffe. 3da '' S A penult will 'be - required for the installation of the mobilehome. a/ 0 r A setback of 5 ft. from the property !ines and a setback of 50ft. from the road centerline shall be clear of,,. Utility connections shall be within structures or equipment except 4 ft. of the mobilehome, either fora 2 ft. eave overhang. directly behind'or,within the rear half of the roadside (left) of the mobilehome. bITIE OUNi,� r UILDING EPARTMEN:i APPROVED <\ COUNTY OF BUTTE -,DEPARTMENT OF PUBLIC WORKS PER T N 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 4 %� s' APPLICATION AND PERMIT /� ASSESSOR PARCEL NUMBER ZONING 2,?-- 7 _yo BUILDING PERAFtflyl./ OWNER— T LE HONE SO. FT. OCC. BUILDING VALUATION e Tyd aZrYd OWNE ' M (LING ADDRESS / CON RACTOR'S NAM TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER �� LENDER'S MAILINGADDRESS ARCHITECT OR ENGINEER _ (/OZ/z ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING A f RESS LOT NO. SUBDIVISION NAME NKN !/ cd PARCEL MAP USEORUCTURE SF ❑ Duplex[]Mobilehome Other SPECIFY TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation❑ Other Describe work: og<-l_ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1 ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Fireplace Permit Fee ELECTRICAL PERMIT Total Valuation $ ®p Permit Fee $ W,o O Plan Checking Fee $ 0, O v Penalty $ D Permit fee $ 2.00 PLUMBING PERMIT FiIingFee 3.00 Each Trap 2.00 6.25 Repair drainage or vent piping 2.00 Water piping Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets permit Fee $ Building sewer Contractor Lawn sprinkler system 2.00 $ Permit Fee Contractor Permit Fee ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP OR00V OR LESS5.00 Main service EA. AOD'L 100 AMP 2.50 NEW CONSTDWELING OR ADDNS. ACCLBLDGS.CCUP,&) 22 sq ft NEW CONSTR (MULTI -OUTLET NON -RES,., CIRC ITS 2.50 ea NEW CONSTR. POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. EX. Occup OUTLETS OR FIXTURES 50 25C BAL @ 10Q FIXED APPLNS. OR EX. Dccu p•(OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 I shall not employ any person in any manner so as to become subject Ventilation ❑ I am exempt under Sec. , Business and Professions Code Permit Fee $ for this reason Contractor WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT Filing Fee 3.00 1 declare under penalty of perjury (check one): Heating ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department Cooling a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Hood 2.00 I shall not employ any person in any manner so as to become subject Ventilation to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such permit Fee $ provisions or this permit shall be deemed revoked. Contractor 1 certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Land Development Fee $ to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE $06 I also agree to save, indemnify and keep harmless the County of Butte against oCCUP.�ROUP 7'rPE OF CONST. PA✓L HD 95UE all liabilities, judgments, costs, and expenses which may in any way accrue A4_ ✓ L/ against aid County in consequence of the granting of this permit. Date apat�' �� This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner, Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIREC OR OF PUBLIC WORKS ion of structures over 3sstories in height. Receipt 1,71 B,Date /0 —/ 7 R -a No. 7,/ WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PligilT EXPIRES Date 10—/ 7 -ft COUNTY OF BUTTE - DEPARTMENT OJF PUBLIC WORKS - BUILDING DIVISION 7 County Center Drive — 0roville, California 95965 — Telephone: 53.4-4541 jL PERMIT APPLICATION DATA SHEET // Permit No. OWNER A. P. No. GIy�ZT-/7 Proposed Building Use Permit fee based upon: Complete Contract Price DPW Valuation -Other (explain)- Building Inspector :2-11, A l/�/%/�.v1 _ Date i15-- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: `� DATE RECEIVED APPROVED 0 1. All items have been submitted................................................................... 2. Plot plans in duplicate/triplicate............................................................... 3. Complete plans in duplicate/triplicate.................................................... 4. Complete engineered plans and calcs.......................... :.......................... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. .................... 7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $.................................................. 9.. Letter of signature authorization �............................................................. 0. Sanitation approval from 6/� 1 C ° Health Dept.... 11. Planning approval for 12. Certificate of Workmen's Compensation Insurance 6<16. Contraeler-s-License.Information (no., name style, classification) . ................. :........... ./d-/�-dy 14. Improvements may be required. Contact Land Development Section of Dept. Public Works (see addressbelow)................................................................................................. 15. Pre -inspection for required. Pre•inspec.request to bldg. -inspector (date) 16. Other i When you issue the permit, process as follows:Mail to owner Mail to contractor. Telephone and hold for pick-up at office. Deliver w/inspection. Other Applicant _,�� / Date/y f4/;Z ed Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of,9 ication, circle item.) +. 1. Index permit for above Items No. 2. Additional items required: MS (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked b Date Plans approved by Date OTHER: Copy/DPW To : Building Department From: 3nvironmenta? ;health Subject: Sanitation Clearance ner I=atlon . o��w �: htir Y 9 Plan approved for: SewaFe Disposal Water Supply . Hold Final for: Water Supply Final Clearance O.K. for: dater Supply Clearance for,-- beom mobile home. Other Clearance for addition bf0 ale Note d Sanitarian Date ` COUNTY OF BUTTE - Department of Public Works 4F 7 County Center Drive, Oroville, CA. 95965 Phone: 916-534-4541 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 in the envelope provided at your earliest opportunity,to avoid unnecessary delay in processing and issuing your build- ing permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no)' 2. I (have/have not) permit for the proposed work. signed an application for a building 3. I have contracted with the following person (firm) to provide the proposed construction: Name �. Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors 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: .. Property Owner Social Security cumber � ..Date.. , per`- l"2 -- /.0 rd NOTE: This Owner -Builder Verification is sent to you as required by Sections 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. NOTE:—All Materials & Workmanship Shall Be in Accordance with Recognized Good Practices and of a quality prescribed for ahe Specified use in the This set of plans aril specificcjtions MUST be Uniform Building, Plumbing & Machanicall Codes and kept on the job at cg! times and it is unln�v/ful to the National Electrical Code. �,�r me .r. rano changes or cit -rations ations on same W'tho t Works, c.ounry v. 61"„�. ae, Xto A0 id- .�y 01 c K/ ?,7 '77G ' flAr �H Z' A setback of ;54 property lines a of 50ft. from th centerline shall structures or eq for a 2 ft. eave 7,_4ov-�- as— ,. — � .A v.`f_ ". 14/1* 4�,7�— — /,-7 I from the I a setback road clear of pment except ,erhang. BUTTE COU TY BUILDING DEPARTMENT L"C 1K, IV /vim a -it I ESS ��0 $`z`R/i�GERS ;K Alf 9.10 adequ*4 bracingti �ito55 Yl ,Vd BUTTE COUNTY v�/Fy ��,t/Ec-moo �- �y,�►� BUILDING DEPARTMENT APPROVED y 0 L� fa • k 61 5� SESFRO 0tt�TE1�s °N I z /�ItsERsao��@ /F D6 -61Z- P 4P¢D E EX C69 4V Top rail to be 36 in. high with intermediate rails to be not over 9 in. apart. . : F Provide BUTTE C BUILDING Di ITY q Q RTMENT t4 U r� ,, Fas1- �ftCc },,•„, LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS R s CLAY CAS iTLEBERRY, Director •,� - •E ;4+,i�C";"1 y,'+ 7 COUNTY CENTER DRIVE, OP.OVILLE, CALIFORNIA 95965 Toloohono: (916) 534-4541 _ • H. W. McDONALD + October 2, 1980 • Deputy Director Gene Kinne RE: Building Permit P.O. O. Box 47 1045 ' ' ' ' r . � � . ' ... ' A. -P. •�� -22-17 Chico,.CA.. 95927 . Dear ,Mr.. Kiane: With reference to the above subject, we have been advised by one of our building inspectors that you have not obtained the required permits and inspections from t` this office for the work you are doing as follows: On your property on Meridian Road, you have constructed`scr'een porch and covered porch additions to your mobilehome. Since permits and inspections are required by both State and County laws; please t contact this- office' within ten '(10) days -of the .date of •this- letter, submit two (2) } complete sets of plans, apply for the required permits, and pay the appropriate t fees.. All work must stop until you obtain these permits and are authorized by our field' `inspector to proceed. This field authorization cannot be made until the existing ' work.is inspected -and approved. Your cooperation in resolving this matter would certainly be appreciated. ,Should you have any,,questions concerning this matter, please contact -this office, Yours very truly, Clay Castleberry." Director of Public Works JFG:dd cc: Building Inspector, Chico Assessor's Office J.F. Glander Chief Building Inspector or, Ift" r s.0 No. BUTTE COUNTY (For Action 1, 2,3) Public Works Dept. (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards or Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S.I. Sub. & Pcl. Maps Permits n �. J ` r �. J BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 'SPECIAL INSPECTION REPORT - Owner: Address: Tenant: Building Location: &,/&' -/ - 7 Type of Inspection requested: / /� 1. Housirig M4. Other (speci Prescut use cf buil A. Sanitation (Housing• A. P. # Date of Inspec Inspector A) N , -/ 44r; 2. Financing Ll 3. Change of Occupancy to � 1. Mater closet: 2. Lavatory-, - - 3. Bathtub or shower -� -- 4. Kitchen sink:--- 5. ink:_5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ientilation:� 8.' Roan and space requirements: 9. Bedroom wirdow or door for second exit: 10. Infestation of insects, vermin, or rod tints: 11. Connection to sewage disposal.: '12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Comments: B. Structural 1. P1.ers and footings: 2. Floor construction: ' 3. Wall construction: _ __�� 4. Ceiling ani roof construction: 5. Fireplaces:`�w 6. Cmmnenr_s: C. Electrical i. Service: end ground: 2. Rec,e;)tacles: - - 3. Fus Lag-:-- 4. ag:4. C onment s : --- DSP lamb in& 1. Fixi-ones Connected and vented: 2. '--as m,Ater heater: - 3 . Cas heating ve Z',:s-- 4. Coments: E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4: Weather protection: S. Underfloor and attic ventilation: 6. Comments: F. Commercial Buildings ; 1. Roof covering: 2. Distance to property lines: 3. Physically h'andicapped: 4. Restroom floors and walls: _ S. Exits: 6. Improvements: 7., Zoning: 8. Comments: G. Field Probl.eins or Violations 1. Exoblem o:liol 'on (g'v complete ri tion) <Q 2. What action taken (give complete description): — 3. What action recommended: 77 A. information only - file. B. Hold for ten (10) days, then wri�.e lute C. Write letter. J�. eI� /✓" I / D. Other• ` I LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS LCLAY CASTLEBERRY; Director W'A" 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 A. . `''� Telephone: (916) 534=4541 I WILLIAM (Bill) CHEFF _ Deputy Director i:yy ii f 1983 7 Gere Rinne RE: Building Permit No. 51rP,_gn _111 dock/14i) Rt. 4 Box 515 GIC Expires I n/1 71AI Chico, CA 95926 (A:P. No. All_P�)_i 7 ) With reference to the above subject, our records indicate that your Building Permit will expire on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year-from the original expiration date. t Should you not renew your permit in a timely manner, itrcannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning this matter, please contact the Chico office. For your convenience, we are enclosing a renewal application form and an owner- builder form to be completed and signed by you where'indicated and returned to this office together with the fee shown. Thank you in advance for your prompt attention concerning this matter. JFG:ds ' cc: Building Inspector, Chico Enclosures: Permit Application Owner -Builder Information Owner -Builder Verification Chico - 196 Memorial Way - 891-2751 Yours very truly, , Clay Castleberry Director of Public Works .F. Glainder Chief Building Inspector Paradise, - 747 Elliott Rd - 872-2961,'Ext. 57 i� ,r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ---- AS S,E 5 PARCELNUMBER — ZONING BUILDING PERMIT OW TELEPHONE ; SO. FT. I OCC. BUILDING VALUATION _ — -- J/ OVTVMAILING ADDESS �LF�J�/ n x ] l S K, CONTRAACCT('O'7'S NAM TELEPHONE Lcl CONTRACTOR'S MAILING ADDRESS Fireplace ----- -- ------- CONSTRUCTION LENDER — - UNKNOWN _ Total Valuation _ $ ' Filing Fee $ 10.00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Perrltit Fee __ Plan Checking Fec ---'=------- Penalty, P ermit fee- $ -S ---------- $ t� 3=� =-- = FilingFee 10.010 _�----- ARCHITECT OR ENGINEER'S MAILING ADDRESS -- --- -' BU I G ADDRESS ' 7 - --`—'—•----'---- �— PLUMBING PERMIT Each Trap Solar Water Heater--, ------ Water piping 2,00 - 20-O-- --------- LOT NO. SUBDIVISION NAME - PARCEL MAP Each _gas_water heater or vent - Gas piping system 1 5 outlets — - 5•00 ---- USE OF STRUCTURE /�}y ,,��,, � {A�-, { SF ❑ Duplex ❑ Mobi lehome ❑ Other��l!_-�.. �_!_..L.1_ - SPECIFY Building sewer 5,00 Mobile Home S G W ------•---- - 10.00 er _-- _ TYPE OF WORK New❑ Addition ❑ Remodel❑ utilities ❑ Installation[_]' Other_- De work_ _ _ Permit Fee ------ _Contractor -- --ELECTRICAL PERMIT FilingFee 10.0(' RainService ice_a°P iiR LSS Ess Main service EA. ADD'L too AMP NEW CONST. / DWELLING OCCUP.&\ OR AL'DNS. l ACC. BLOGS. // NLW CONSTr�%RTUI, Tl.ou,-__- NON_RESrO_ BRANCH CIFiCII`TS) -NEW CON3TR. �PrnlEIR 4APPARATUS & !J- SID. SINGLE OUTLI"*r or _ ---'- - —"`-"- - - Ex.-Occup(ou TLFTs OR FIXTURES -- - 10.00 250 2!�2Csgft 2.50ea IV 89G eALEr Sn� ----- —'— -" - - -- — CONTRACTORS LICENSE LAW I declare under penalfy of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force aeffect. nd License No. Classification - --- ❑ I, as the owner, or my employees with wages as their sole cornpen- cation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code ,for this reason -------- �'IXEC) APPL_NS. OR Ex. O�cup_•_�tITLLTs 1RESID.I r_a.) - 2.00 ---- Temporary service- - 10.00 - Mobile Flome Facilities --- -'— 15.00 -- Mi sc. Wiring 15.00 ---- Permit Fee- --� ---—_$ - --- Contractor — WORKMEN'SCOMPENSATION INSURANCE I declare under p1alty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation In or a Certificate of Consent to Self -Insure. ❑ I shall riot employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W: C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FilingFee 10.00 Heating — — Cooling ------------ Hood --__---_ 3.0C1 - Ventilation ----'------`---- _ - - - -- --` - -- --- --- ------ -------- — Permit Fee $ _ Contractor - I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against liabilities, judgments, costs, and expenses which may in any way accrue Inst said County in consequence of the granting of this permit. if I X gnoture of Applicant — Owner ❑ Conrracror ❑ Agent [� An OSHA permit is required for excavations over 5'0" deep and demolition of construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ — -- - TOTAL PERMIT FEE -TYPE OCCuP. GROUP OF CONST. JPAPCELJ PD �� ssNcall - This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been pa -id. DIRECTOR OF PUBLIC WORKS By----- ------ � Date_)--+�/T __-- PERMIT EXPIRES Date—�_l��J_ Receipt No.. — WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, pirector �. v 'a•�-.;", 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 _ ^�-� 'l•��,y'f�':c- Telephone: (916) 534-4541 ? - WILLIAM (Bill) CHEFF Deputy Director .5 Feb, 189 1982 Gene kinne RE: Building --Permit No. 5168-80 (decks) Rt. .4 Box 515 GK Expired .10/17/81 Chicog, CA 95926 (A.P. No. 47.-22-17 ) With reference to the above subject, our records"indicate that your Building Permit RjJk expiredon the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date.of the permit, the permit shall be renewed for 1/2 the original Building Permit Fee (plus a $10.00 ."Filing Fee"). The renewal,permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a -timely manner; it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning this ,matter, please contact the office. For your convenience, we are enclosing a renewal application form and'an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Thank you in advance for your prompt attention concerning this matter. Yours very truly, Clay Castleberry Director of Public Works .F. Glandes JFG:ds / Chief Building Inspector cc: Building Inspector, Chico• ; Enclosures: P6rmit Application ' Owner -Builder Information Owner -Builder Verification Chico - 196 Memorial Way - 891-2751 • Paradise, --747 Elliott'Rd - 872-2961, Ext. 57 �A COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS a 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 ` APPLICATION AND PERMIT NUMBER IZONING — l DWNE Filing Fee 10.00 DWNER'S MA LING DR S f4qgqf CID L N RACT R'S NAME q T CONTRACTOR'S MAILING ADDRESS 'hQSgft CONSTRUCTION LENDER VU Q�_ — 2,50 ea LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER L A CHITECT OR ENGINEER'S MAILING ADDRESS 2.00 BUILDING ADDRESS , 10.00 /4q;�Lq 15.00 L -%V! C I_LOT NO. T•SUBDIVISION NAME I PARCEL MAP USE OF STRUCTURE SF ❑ Duplex[ MobilehomeEr' Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other e' Describe work: CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is. in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. lift I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Iia ilities, judgments, cost , and expenses which may in any way accrue again said Cou y ' se nce the granting of this per X 4V Date Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories iryheight. ERMIT BUILDING PERMIT SQ. FT. I OCC. 1 BUILDING VALUATION Fireplace 1 Total Valuation $ Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mob le Home S I G W 5 a Y a ll- Fi I ing Fee 2.00 20.00 5.00 5.00 5.00 5.00 0.00 e iI Permit Fee $ 10.00 10.00 i Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 500V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.N) OR ADDNS. ACC. BLDGS. // 'hQSgft NEW CONSTR. MUCTI-OUTLET NON-RESID .BRA CH CIRC TS 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES 20050t e ALO 30 Ex. OCCUp. OUTLETS FIXED APPLNS(RESID))R EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ ttj OCCUP. CONST.TYP[ SCHOOL I FIA OD I PARCEL I PO ` NO IS J J This permit is hereby Issued under the applicable provi- sions of the Butte Countlty Code and/or resolutions to do work indicated above w�%ch fees have been paid. / /% DIRECTO F AUBLIC WORKS Receipt No. 6111 C5 U By //,VDate WHITE-D.P.W.. YELLOW-ASe[OSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT PERMIT EXPIRE Dat — COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: . t An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. -I (have/have not signed an application for a building permit for the proposed work. 3. J have contracted -with the following person (firm) to provide the proposed construction: Name Address City Phone _ Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors 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: Property Owner Social S NNmber Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California -Health and Safety Code. This verification must be completed and returned to -our office before we are per- mitted to issue the permit. _ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT N 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541.< - APPLICATION SND PERMIT „^ ASSESSOR PARCEL _NUMBER --12 OZ ZONING e BUILDING PERMIT OwN R TELEPHONE SQ. FT. OCC. BUILDING VALUA ON E - OW ER'S MAIL ` / l�ADDRESS RACOORSNAME TELEPHONE OT CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ —LENDER -3 MAILING ADDRESS Filing Fee $ 10,00 Permit Fee $ ARCHITECT OR ENGIN R LICENSE NO. Plan,Checking Fee .$• Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS - Permit fee $ PLUMBING PERMIT Filing Fee 10.00 / Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SF ❑ Duplex[] MobilehomemOther Building sewer 5.00 SPECIFY Mobile Home I S G W O.00ea i TYPE OF WORK I New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation El Other Permit Fee $ Describe work: Contractor ELECTRICAL PERMIT Filing Fee 10.00• Main service 100V OR LESS10010.00 1AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. DWELLING OCCUP.EI� 'h2sgft I declare under penalty of perjury (check one): OR AODNS. ACC. BLOGS. NEW CONSTR. MULTI -OUTLET '2,50 ea ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business NON.RESID BRANCH CIRCUITS) POWER APPARATUS e =SINGLE and Professions Code and my license is in full force and effect. OUTLET CIR. License No. Classification Ex. OCCUp\/ OUTLETS OR FIXTURES 2ALO 30 .ALO FIXED APPLES. OR EX. DCCUp. OUTLETS (RESID.) EA.� 2.00 1, as the owner, or my employees with Wages as their sole compen- sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec.'7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- Misc. Wiring 15.00 ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement,: should you become subject permit $ to the W. C. provisions of the Labor Code, you must forthwith comply with such Fee provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE $ &l I also agree to save, indemnify and keep harmless the County of Butte against OCcuP.CONST.TM scNOOL FLOoo PA eL P11 ND 1 sue all liabiliti s, judgments, costs, and expenses which may in any way accrue .a against Count in consenuence of the granting of this permit. This permit is hereby Issued under the applicable provi- Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- REC R PUBLIC WORKS ion of structures oypr 3 stories in height. 3� By Date Receipt No. WNITC-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD-AP►LI CANT PERMIT EXPIRES • Date 0 i i i . .T'":�." -r,'� y� s - ^y-- ,. ,,� :;,�5;•v�; , ... ,r r r' ;.:. .. j � .. cam. _ _ COUNTY OF BUTTE - DEPARTMENT IC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER�NwE A. P. No. 7 Proposed Building Use 2e, Building Inspector "&� Date t +< At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: i DATE RECEIVED APPROVED 1. All items. have been submitted. . . . . . . . . . . 2. Plot plans in duplicate./tri„plicate, signed by preparer of plans. 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid” Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. +' 8. Fees of $ , . , , , , , , A ---- L�' 9. Letter of signature authorization. r' y 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) i 14. Owner -Builder Verification (Given to owner, Mail to owner ❑,) _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec.request to 17. Pre -Inspection for Required. Building Inspector (Date) 18. Recorded copy of Agricultural Acknowledgment Statement. a 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). j' 22, !4. When you issue the permit, process as follows Mail to owner, Mail to contractor. Telephone and hold for pickup at -off ice, Deliver w/inspector. i; Othar Copy of plans sent Health Dept., Fire Dept,, Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---mai [—counter by date Contractor, designer, owner, was advised of above required data by—phone _mall—counter by date Plans checked by Date Plans approved by Sets of plans on hold in Copy—DPW File cabinet AP folder Date tr✓ M COUNTY OF BUTTE - Department of Public Works -7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your. signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your.building permit: No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) �. 2. I (have/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 Contractors License No, 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name -- Address City Phone Contractors 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: Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. �fl NOTE:—All Materials & Workmanship Shall Be in Accordance with Recognized Good Practices and of a quality prescr,berl for the Specified use in the Uniform Building, Plumbing & Machanical Codes and the National Electrical Code. ,jj This set of plans and specifications MUST be kept on the job at all tirics and i� is unim iful to make any changes or alfarari )ns can srime without written nPrrnm;;nn frnm A, _t A..Li:_ ,- >.10 j `7 S7 ....�., F ,2 fi ). f t3 I-IV - alAll, <5 /j' y, .. � ,,,,cam* f � �,v}�t'.c.�-• 25 � A setback of $4. from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. BUTTE COUNTY # BUILDING DEPARTMENT I jERs 0-I" STT /MG-Ei� It �x '7 f° i 'ON Goss 1311 ACE I(VCr BUTTE COUNTY BUILINN4C DE--"-RTMENT APPROVED f I/,��.,rtV) _ T >A r? c F H B OLY s��c �L OT r �r ti � S T F CON /)c DE4e 7-0 4'OhAE C- -301) p2oVIpC 40ARD144/1- Top rail. to be 36 in. high with intermediate rails to be not over 9 -in. apart. BUTTE COUNTY q 01 BUILDING DI PARTMENT 0 MO�, P COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO 7 County Center Drive - Orovllle, Callfornla 95965 - Telephone: 916/538-7541��_n -�- APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING 047-220-101 A-40 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION Gerald Card 893-3103 OWNER'S MAILING ADDRESS 14924 Meridian Rd., Chico 95926 CONTRACTOR'S NAME ITELEPHONE CONTRACTOR--J-WAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS 14924 M,-ridian Rd., Chico LOT NO. SUBDIVISION NAME USE OF STRUCTURE SF [3 Duplex❑ MobilehomeK] Other Fireplace UNKNOWN Total Valuation $ Filing Fee Permit Fee LICENSE NO. Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PARCEL MAP SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation[] Other Describe work: Permit to Comnlete B.P. #is 1423-88 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License Ao. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabi ities, judgments, coggqqstss, and expenses which may in any way accrue X ains aid Coun � cgAs�nce of he granting of this pelm� �� Date tP3 Signature of Applicant — OwnerX Contractor ElAgent Ef An OSHA permit is required for excavations over 5'0" deep and demolition or construct• ion of structures over 3 stories in height. Receipt No. 1 jrag57 WHITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G 1W $ 15.00 $15.00 $ 30.00 Filing Fee 1 15.00 Permit Fee $ 5.00 20.00 7.00 7.00 5.00 15.00 15.00 Contractor $ ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200ATO1000Al 37.50 NEW CONST. / DWELLING OCCUP.&) OR ADDNS. ( ACC. SLOGS. II 3.54sq.ft. NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRC ITS ^ 5.00 lPOWER APPARATUS & SINGLE OUTLET CIR. 6.50 Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED APLNS.Ex. Occup. OUTLETS PRESID IREAJ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 DCC CONST TYPE Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 15.00 Heating Cooling Hood 6.50 Venti lation Permit Fee $ Contractor Mobile Home Installation Fee S Energy Inspection Fee $ DCC CONST TYPE TOTAL FEE $ _ 30.00 HA2 D FEES IMP FLOOD CDF PARCEL PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte C unty Code and/or resolutions to do work i ate a e for hich fees have been paid. I R�U LIC WORKS �� By 1 w l/ _Date � 4/Z L PERMIT EXPIRES I/ Date 5 . I ,-. N;.v,r• f"YY17i1"n"�ia''kyti.Y,syM�I�e COUNTY OF BUTTE ,- DEPARTMENT GrPUBLIC WORKS - BUILDING DIVISION' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 r / PERN'IT APPLICATION DATA SHEET OWNER A. P. No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . ......................... . Complete plans, 3/4 sets, signed by preparer of plans . ............ :......... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ........................................... . Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof$ .......................................... Impact fees as shown on attached'schedule. .............................. California Department of Forestry plan approval/fees. ........................ Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . .....:...... " City of Chico plumbing permit . ........ ............................... . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). . . Pre -Inspection reque�s Pre -inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ). .......... . Recorded copy of Agricultural Acknowledgement Statement . ................. . Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ........................................ Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ...... ' ....... . Existing violations/expired permits . ...................................... Plan check list . ..................................................... When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup atm & / office. eliver with inspector. Other Parcel Creation�� Acreage ApplicantA- Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlller California 95965 - Telephone: 916.'536-7541 APPLICATION AND PERMIT ASSESSOR A CE B �v�o ZON G 0 BUILDING PERMIT owNEg- / n �G TELEPHONE 3 S0. FT. OCC. BUILDING VALUATION ��p�/�� /j� OwN�f2 jS� L GLAND/ / /E5 1,41 (��i,�Lf C7�//9 Z 67 CONTLlgp{• CT'S/aAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ,Q ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING DR SS Permit fee $ 3 l% a PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USOF STRUCTURE SF ❑ Duplex[] Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ //IInstallation❑ OtherYU Describe work: Gv�'/ L ��'k �p p� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 I 1S Main service soov OR LESS 200A OR LESS 18.50 Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUPM DR ACDNS. 1 ACC. BLDGS. // 3.6Ssq.ft. NEWCONSTR.U LOUT LET NON .RESID BRANCH CIRC ITS @ 5.00 /POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 760 FIXED APNS Ex. OCCup. OUTLETS (RESID )REA.) I 3.00 Temporary service 15.00 Home Facilities Mobile Ho 15.00 Misc. 9 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains said Count in consequence of the granting of this per it. X�' J Date L� 92— Signature of Applicant - Owner?6 Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES ?0.00 HAz DFEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi resolutions to do have been paid. WORKS Date Receipt No. WHITE-D.P.W.. YELLOW -A E330R. PINII•INSPECTOR. GOLDENROD -APPLICANT March 31, 1992 Gerald E. Card 14924 Meridian Road Chico, CA 95926 i RE: Building Code Violation -A. P. #: 47-22-101 ` 14924 Meridian Road, Chico, } ! Dear Mr. Card: ' This is a warning letter to notify you that: you are in violation of the I Butte County Code at the above -referenced location as follows: Failure to obtain approval+of previous corrections and failure to obtain. final inspection prior to permit expiration for covered decks. Since permits and inspections are required for -the -above work, please contact this office within ten days of the date of this—letter', apply_-for':the re- quired permits to make corrections and complete project, and pay the appro- priate fees. All work must stop until these permits are issued and you are 'authorized by our field inspector to proceed. This field authorization cannot be made. until the existing work is inspected and approved. Please be aware that Butte Count.y.has'entered into a Code Enforcement Program that. seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you. have any questions concerning this matter, please contact Rod Taylor or Jim Glander of this office. CAMC'� GL r/-' Yours -very truly,-- cu ruly,_.vuWilliam Chef f Director of Public Works F RT:dms cc: Assessor. Building Inspector J.F. Glander Manager, Building Inspection r ,,4 "v - reSPoN-1 c p w nt ej--, U IIJ C- . tv CIO P u. -�D �o mob; IQ �oti►�. i U G G P C4 O u� P see- cjco�+5 Go rteG'� i a ti s- f No 2 e- oN 64c -x ° � 2c,ss e tl _ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County, Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE 142-3-S�Y OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. � �r J• = OK ' a. Not Applicable Not Ready RESIDENTIAL (Single and Duplex) � � -, Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 52. 53. Siding -Nailing -Veneer Stucco Mesh -Drip Screed-Fdn. Vents-Underfir. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI, Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. &Mech. Equip. Listed for Location 22. 23. 24. Size Boxes ll No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic E) Yes Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size - _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. 75. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Following instld.: Drive E] Yes ❑ No; Walks El Yes ❑ No; Planters ❑Yes ❑No 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except k's 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI _- Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors Comments at Final: _ 37. 38. 39. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) _40. 41. Fire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing _ 42. 43. 44. 45. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. _ Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) = OK j 0 = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 2. Footings; Size -Depth -Spacing -Connectors 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ P'L"ft./ /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1, Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghrg, Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date==j Card -BI Date Card -BI Date t Ax'.�� • couft LAND" OF NATURAL WEALTH AND BEAUTY DEPARTMENT•OF PUBLIC WORKS CLAY CASTLEBERRY, Qirector tL,�_v`••.; . 7 COUNTY,CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 1yILLIAM (Bill) CHEFF Deputy Director Poo 18's 1982 Gene Kirme a RE: Buildin 'Permit No. 1144-9 -4 BoX 515 GK Expired iQ41/Bl 516{�,�f3�J fig) ,Chico, CA 95926 • (A.P. No. 47..22-17 ) With reference to the above subject, our records indicate that your Building Permit NjJ& expire,don the above date. Building permits are valid for one year and should f `construction be started but not completed by the expiration date of the permit, the permit shall be.renewed for 1/2 the original Building Permit Fee (plus a $10.00 f "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from,the original.expiration date. Should you.not renew your permit in a timely manner, it cannot be.renewed and all work must cease until a new building permit is issued.•: ; If your construction is completed or should you have any question concerning this'" matter, please contact the-�h1.00 office. For your convenience, we are enclosing.a renewal application form and an owner builder form to be completed and signed by you where indicated and returned to this f office together with the fee shown. 4. Thank you in advance for your prompt attention concerning this matter. I Yours very truly, `. q „ Clay Castleberry Director of Public Works ¢' F. Glander } JFG:ds / Chief Building Inspector cc: Building Inspector, Ci�fCfi a' _ Enclosures: Permit Application Owner -Builder Information. }}( Owner -Builder Verification Chico - 196 Memorial -Way - 891-2751 Paradise -'747 Elliott Rd - 872-2961, Ext. 57 ite, Ito, LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director `0 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 5344541 WILLIAM (Bill) CHEFF Deputy Director RE: Building Permit No. - -. Expires (A.P. No. With reference to the above subject, our records indicate that your Building Permit will expire on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. A. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning this matter, please contact the office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Thank you in advance for your prompt attention concerning this matter. JFG:ds cc: Building Inspector, .., S1: _CO Enclosures: Permit Application Owner -Builder Information Owner -Builder Verification Yours very truly, Clay Castleberry Director of Public Works �s .F. Glander Chief Building Inspector Chico - 196 Memorial Way - 891-2751 Paradise - 747 Elliott Rd - 872-2961, Ext. 57 y PERMIT NO. 5168-8OBr 29 PERMIT EXPIRES- �0 OWNER Gene Kinne, owner CONTR. ASSESSOR PARCEL 47-22-17 LOCATION. E/S Meridian Rd.,app.7/10 mi. S.of Munjar, Clbo a t k `1 CA - 4 -0 � CaLv-d & P,-*— 225--9 Temp. Power Pole Called PG&E Temp. Elec. Servi Called PG&E Temp. Gas Servici Cal led PG& E JOB FINAL ED (Date)( 4L el � {' Iv Signature a✓ � S w � 3/16/9 L -4a 7.1 1 COUNTY OF BUTTE -;DEPARTMENT OF PUBLIC WORKS PERMIT NO J ' 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT t� 1 ASSESSORPARCEL NUMBER ZONING V7- 7 J??— /7 .• q0 BUILDING PERMI'Tj/ OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION ` OWNER'S MAILING ADDRESS / Ay S , S - I,e �LI�G•d , r CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one):_ F]I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Q I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a' Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. $ ?6 Filing Fee 2.00 2.00 2.00 2.00 3.00 CONSTRUCTION LENDERUNKNOWN �Jir/E Filing Fee 3.00 Fireplace Total Valuation $ �� LENDER'S MAILING ADDRESS Permit Fee ARCHITECT OR ENGINEER 401L/E LICENSE NO. Plan. Checking Fee Penalty ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee BUILDING AD S�1 - -y �� / ��, its,/ �� PLUMBING PERMIT M / /�� Each Trap Repair drainage or vent piping V e' &i Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent Gas piping system 1 - 5 outlets USE OF STRUCTURE SF[-11'❑ ❑/� Duplex Mobilehome Other • SPECIFY Building sewer Lawn sprinkler system TYPE OF WORK New ❑ Addition/❑- Remodel ❑;� Uti lities ❑ Installation ❑ Other ❑I -f Describe work: ( .r.Ji r,,e rd //iCAKf Permit Fee Contractor CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one):_ F]I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Q I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a' Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. $ ?6 Filing Fee 2.00 2.00 2.00 2.00 3.00 I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Land Development Fee $ to building construction, and hereby authorize representatives of the County of - - Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE $ oQ� (,V I also agree to save, indemnify and keep harmless the County of Butte against OCCUP. GROUP I TYPE OF'CONST, PARCEL 1 PD HD I ISSUE all liabilities, judgments, costs, and expenses which may in any way accrue ?• % VAJ v againstrsaid County in consequence of the granting of this permit. R/ X� Oeey - �Q This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ®, Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or Construct- DIRECTOR OF PUBLIC WORKS ion of structuress over 3 SStories in height. Ys Receipt No. / 7192' BY � // .:.-� _--..� Date AR "/ 7"D' � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT EXPIRES Date v ELECTRICAL PERMIT Filing Fee 3.00 Main service 1000 AMP ORV OR LESS5.00 Main service EA. ADD'L too AMP 2.50 NEW CONSDWELING OR ADDNST ( ACCL BLDGS.CCUP,&\ / 20 sq ft NEW CONSTR ULTI.OUTLET NON.RESID, BRANCH CIRC ITS 2.50 ea NEW CONSTR. I POWER APPARATUS &) NON-RESID. %SINGLE OUTLET CIR, Ex. Occup( OUTLETS OR FIXTURES 50 0 25 a BAL@102 EX. OCCU FIXED APPLNS. OR Occup. (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 3.00 Heating Cooling . Hood 2.00 Ventilation Permit Fee ► $ Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Land Development Fee $ to building construction, and hereby authorize representatives of the County of - - Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE $ oQ� (,V I also agree to save, indemnify and keep harmless the County of Butte against OCCUP. GROUP I TYPE OF'CONST, PARCEL 1 PD HD I ISSUE all liabilities, judgments, costs, and expenses which may in any way accrue ?• % VAJ v againstrsaid County in consequence of the granting of this permit. R/ X� Oeey - �Q This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ®, Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or Construct- DIRECTOR OF PUBLIC WORKS ion of structuress over 3 SStories in height. Ys Receipt No. / 7192' BY � // .:.-� _--..� Date AR "/ 7"D' � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT EXPIRES Date v 1. SK > /v-., A4j--Ilj j 5+68-94 ISO PERMIT NO.- PERMU OWNER SOC CONTR. OWNER -ASSESSOR PARCEL 47-22-101 &Acl &41Vjvc1r%eJ14924 Meridian Rd., Chico LOCATION '2 do c -e-v dl IL 3 Alo res 4 0 D ;R lFf 1�4 ow-ve-r r e !441 Temp. Pow, Called Temp. Elec Called "Temp. Gas Called PG&E JOB FINALED ( ate) 7 41 t n�o Signature .fit :. - . , �. f 'V' `f . � �p.Ky � ..�-. a tr fr° a , Y � � a ,�� - • -.,,i�'.a .: y'. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orov.11le, California 95965 - Telephone: 916/538-7541 1. C,� I APPLICATION AND PERMIT �.. ASSESSOR PARCEL NUMBER ZONING 047-220-101 A-40 BUILDING PERMIT OWNER TELEPHONE ,SQA FT. OCC.1 BUILDING VALUATION Gerald Card 893-3103 OWNER'S MAILING ADDRESS 14924 Meridian Rd. .Chico 95926 CONTRACTOR'S NAME �w TELEPHONE f 1 L->tm'p UCTION L LENDER'S MAILING ADDRESS NEER'S MAILING ADDRESS BUILDING ADDRESS LOT NO. I SUBDIVISION NAME USE OF STRUCTURE SF ❑ Duplex[] MobilehomeX] Other NOWN N PARCEL MAP SPECIFY r.}r TYPE OF WORK New❑ Addition❑ Remodel❑ Utilities❑ Installation❑ Other Describe work:__ Permit to Complete B.P. Vs 1423-88 5158-80 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License Ao. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ( I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabi ities, judgments, costs, and expenses which may in any way accrue against aid,Coun `A coo sequence of the granting of this permit - X Date t4/2--,7/5.2_ Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Receipt No. 116952 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD-APPIJ�I CANT Fireplace Total Valuation $ Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty 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 S I G I W $ 30.00 Fi ling Fee 5.00 20.00 7.00 7.00 5.00 15.00 615.00 I Permit Fee $ 15.00 15.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200ATO1000A) NEW CONST./ DWELLING OCCUP.&\ OR ACDNS. ( ACC. BLOGS. II _37.50 3.60 sq.ft. NEW CONSTR. ULTI-OUTLET NO N•R ESID BRANCH CIRC ITS ^ 5.00 (POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED APPLNS. Ex. Occup. OUTLETS ((RESIO )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling Hood 6.50 Ventilation 1 rerrnit Fee $ contractor Mobile Home Installation Fee $ Energy Inspection Fee $ DCC 1111T T111 TOTAL FEE $ 3000 HAZ 10 FEES I IMP I FLOOD I CDF I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte C unty Code and/or resolutions to do work indi ateo abOe for which fees have been paid. AR OF ULIC WORKS By Date ,6 —0-9,1 PE MIT EXPIR S Date j,.a 03 ;�Y �.�, � ;+,p ,�y,^..lD.i�i'SSr .n •.s%:,.ira.t T. •:� 1i� : _ �'�T,. -'. "'�.. 'F rf+:� r R {� 1;� `y' .YM':�� _ 'I�.�M . „• -.. �. � 4 . F' CO�NT;YOF BUTTE - DEPARTMENT OF PUBLIC WORKS' f PERMIT O` 7 County Center, rive - Orovilie, California 95965 - Telephone 916/538-7541 '• '` APPLICATION SAND PERMIT f , , _, ASSESSOR PARCEL NUMBER �^ �),- 4_7BUILDING-PERMIT_: ZONING l-�- -- :'j OWNER- 1�fj?`� M •t .i' TELEPHONE SQ. FT. OCC9 ;BUILDING VALUATION Fy r (r OWNER'S j MAILING AyD�D^R ESS�(.� ..t /p/,,/� w/ rar � AP (rb Mi1..�'! .. K- ', ff `' {�t t GC) "(�G/(Y67 CONTRACTOR'S NAME �rt'i•'• 0U) ru TELEPHONE �f, CONTRACTOR'S MAILING ADDRESS d• , '�",- Fireplace / CONSTRUCTION LENDER i `'.y UNKNOWN (ILENDER'S —MAILING ADDRESS , , 'Cq t Total Valuation $si !•�-._`� 1- Filing Fee '"•-..' $ 10,00 Permit Fee $ ARCHITECT OR ENGINEER LITENSE.,NO' Ar ARCHITECT OR ENGINEER'S MAILING ADDRESS `.: Plan Checkingfee $ Energy Plan Checking Fee $ Penalty $ - BUILDING ADDRESS I , Permit fee -•= $ PLUMBING.PERMIT Filing Fee 10.00 ..•^•��/ �,/ �CG� , Each Trap 2.00 ,;,.. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME '+ PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00. . c•', ) USE OF STRUCTURE. °'P Q h 4. z�, SF 0 Duplex❑ MobilehomeR' Other . X SPECIFY f Gas piping system 1 - 5 outlets ;;500, ,.• Building sewer 5:00 Mobile Home S G W O.00ea TYPE &'WORK I r New❑ Additions!'ARemodel0.0_Utilities❑ Installation❑i;�Other�; Describe work: 1 � a 9Wy"�t�+C��,� ,��) �� /)j�,�y,�,/^-� „� �., •;, .�.r.... w: Permit Fees r'"cv�{` #;},', ;;•;- `s, Contractor + f -:.i �.•"`�t`"� —"fin ELWCT,RICA=LjR'EA MIT F)IingFee 10.00' • .. 1, - y -v.^' --•-+p • Y t ` SOOV OR LESS 1, Main service_100 AMP OR LESS - �- 7.10.00 Main service EA' ADD�L 100 AMPi •U a 2.50' ".= I C,-4CO TRACTORS LICENSE LAW 0 4, - k1»Cr %� t �1 I declare under penalty of perjury (Checkoo-ri ): i i { ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the.Business and Professions Code and my license is in full force .:and effect. License No. Classification }J- 1'I�I 1, as the owner, or my employees with wages as -their -sole compen- sation, will do the work,and the structure is not intended;or offered for sale. (Sec. 7044) r- ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) fes' ❑ I am exempt under Sec. , Business and Professions Code for this reason1; r NEW CONST. DWELLING OCCUP.m I OR AODNS. ACC. BLDGS. ' /22sgft ..; NEW CONSTR_LITI-OUTLET2,5O ea {• .. NON-RESID BRANCH CIRC ITS 1ifPOWER APPARATUS .& SINGLE OUTLET CIR. Ex: OCCup(OUTLE.TS OR FIXTURESDw 930 FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.) EA.) 2.00 (,Temporary service 10.00 Mobile Home Facilities 15.00 Misc: Wiring 15.00 Permlt Fee _ Contractor \ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): . ❑ The permit is for $100.00 (valuation) or less. . I ❑ I have placed on file with the County of Butte Building- Department a Certificate of Workmen's Compensation Insurance or,d Certificate of Consent to Self -Insure.; : I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, -should you become subject to the W. C. provisions of the Labor Code, you must forthwith comp'lywith such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT!1\ Fili►9Fee 10.00 Heating p ' Cooling Hood AX 3.00 Ventilation , penult Fee $ Contractor I certify that I have read this application and state that the above;' information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purp`o'ses. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any'way accrue against7said County •n nsequence of the granting of this ppe'r it. t r f _� o rr1� Date la / IV Signature of Applicant — OwnerX Contractor ❑ Agent Of An OSHA permit is required for excavations over 5'0" deep and demolition or construct- r�es in height. ion of structures over 3 sto--3 Mobile Home Installat'ign Fee $ Energy Inspection Fee $ TOTAL PERMIT -,FEE$ j Occup. CONST.TYPEJ SCHOOL ) FLOOD PARCEL PD NO 199U E' (/ This permit -.is -hereby issued under sions of the Butte County. Code and/or'resolutions work indicated above for which /-DIRECTOR/61F PUBLIC BY`� !1•.r'rl �� I PERMIT EXPIRES Date �— the applicable provi-, to do fees have been paid. WORKS u, Date p�p_�� %� 14 � p f P J ., .. Receipt W0, YELLOW-ASet:SeOR, PINK -INSPECTOR. GOLDENROD -APPLICANT '' •, r COUNTY OF BUTTE -DEPARTMENT OF PUBLIG `WORKS County Center Drive - Oroville, California 95965- Telephone: 916/538-7541 x` APPLICATION AND PERMIT Y S •, t� • . e- (PERMIIT NO ASSESSOR PARCEL NUMBER' j,_ - Z%7 ZONING / g'U:jLDING PERMIT'" - OWNER j,!/'' .'t; I l• l iii/ TELEPHONE_ SQ.r FT. '' OCC. - BUILDING - - -t: VALUATION // (f OWNER'S MAILING ADDRESS X12 2 .�i/ r c.''' c � �_ � Flu? �� ti. t.- �� ;'i= � t f` � f.. � .� - - CONTRACTOR'S NAME .,1 j:`'" • TELEPHONE� N •� CONTRACTOR'S MAILING ADDRESS - Fireplace CONSTRUCTION LENDER, ' „ TNKNOWN Total Valuation Is , Filing Fee 'L $ 10.00 ' LENDER'S MAILING ADDRESS 4 Permit Fee $ 4 . ARCHITECT ypOR. ENGINEER .f,F-.tom /�'(.---.- ., .r� ♦ ./ LICENSE�N"O. - :�.. Plan,Checking Fee - .- ,$ Energy Plan Checking Fee $ iA'RC:HI`TECT OR-ENGIN,E.ER'S.MA-L'LI,N.G6 A•DDR ESS t i - '• - r Penalty y 1.5 ' f BUILDING ADDRESS VO � � ��M1r � 4' Permit. fee }' $ _124;_ PLUMBING PERMIT FilingFee 10.00 k,' 0L - ry � '.Each Trap 2.00 , Sol,ar.or heat5pump water -heater �, 20.00 'LOT NO. SU BDI VISION. r. >ru , r PARC EL MAPWater. i pl.ping f"�' .�-��-' ( 1 h5.00' Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑�' Duplez❑ Mobilehome l� Other• SPECIFY ? Gas piping system 1 - 5 outlets ,5160 Building sewer 5.00 Mobile Home' I S11 G JW I 10-00ea 'TYPE OF`WORK New ❑ Addition ❑. ,Remodel ❑ Utilities ❑ Instal lafion ❑ ,Othef ©- IJ,Describe work: ��- - �l '_ /t.l�'�'F _•y .ria • '• t �. 1 Permit Fee., Contractor EFil'ingFee 10.00','1 LECTRICAIf I' IIAIT t - - h {' f� �, ,�C{ . x•, 600V OR LESS Main service"100 AMP.OR LESS _ 10.00 ' Main service EA. ADD -L-100 AMP-. •,..2.50 r, t L*. •R.^f ; CONTRACTORS'LICENSEiLAWz � • " I declare under,penalty of perjury (check one): ( ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the,,,Business and` Professions Code and my license is in full force and,,effect. I'-�• License No. Classification ^" .. ,_ �- ...i=T 1, as the owner, or my employees with wages as their -sol;' compen- sation,.will do the work,and the structure is not intended 'or offered for sale. (Sec. 7044) i_,... ❑' I, as •the owner; am- exclusively contracting with licenselontract- ors. (Sec. 7044) ) ❑ I am exempt under Sec. , Business and Professions Code for this reason t4 NEW CONST. / ACC. BLDGS. //DWELLING OCGUP.y\ Y22$Qft t OR ADDNS. 1 NEW CONSTR.U TI.OUTLET .2.50 ea NON.RESID .BRA CH CIRC ITS POWER APPARATUS IN SINGLE OUTLET CIR. X. OCCOUTLETS OR FIXTURES e.L@ 30 Up FIXEO'APPLNS. OR \\ Ex. OCCUp. OUTLETS (RESID.) EA.) 2.00 ' Temporary service T 10.00, Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor A WORKMEN'S COMPENSATION INSURANCE I declare underenalt t p y of perjury y (check one): ;,�-� ❑ The permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate' of Consent to Self -Insure. I )7 ,' Cooling I shall not employ any person in any manner so as to become subject to the W. C.. laws of California. )1I Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply.! ith such provisions or this permit shall be deemed revoked. $f MECHANICAL PERMIT �� 'Filing Fee' 10.00 Heating t ' . Hood 3.00 Ventilation t R Permit Fee � Contractor $ • I certify that I have read this application and state that the above i•riformation is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the ;County of Butte to enter upon the above-mentioned property for inspection.purposes:;, ,I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way .accrue . against said County in consequence of the granting of this permit. ' / 1 � X, /� �%� * � / / ./•i-. I� Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ i _ An OSHA permit is required for excavations over 5'0" deep and demolition of construct- ion of structures over 3 stories in height. '� Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 7�gl. DEC UP. I CON ST.TYP / /. SCHOOL FLOOD PARCEL PD ND ISSUE This permit is hereby issued under the applicable''provi- sions; pf. the. Butte Courity;Code,/afid/or resolutioneto do work' indicated above for which fees have been paid. DIRECTOR OFIPUBLIC WORKS '�� /`��' , � �� / By .- r�i k Date 49 "' PERMIT EXPIRES Date y - ��( Receipt No. -'r� ,�"!_r_., -. I� ��// WNITC-D.P.W., YELLOW-ASBC330R, PINK -INSPECTOR. GOLDENROD -APPLICANT = OK 0 = Not OK - = Not Applicable = Not Roady t MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / P' ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ PV ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 Date Card -131 Date 10. Roof; Shthg-Roofing Card -131 Date Card -81 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131' Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH.Test-Demand-Valve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Card -B1 Date Card -B1 Date Boxes-Enclosures-Panel boards- Ins. to Main in Conduit Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -81 Date Card -61 Date Card=131 Date Card -131 Date { =OK o = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks; -Easements -Flood -Slope 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. De 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Del 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Material-Su pprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -61 Date Card -61 Date Card -B1 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -61 Date Card -B1 Date Card -B1 Date Card -B1 Date i Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Liqht-Shower Light -Spa Light Card -B1 Date Card -81 Date Card -B1 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 Date Card -B1 Date Card -81 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76, Elec. Receptacles in Garage; (G. F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79, Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -81 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site)