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HomeMy WebLinkAbout063-350-002r r 0 063-350-002 PERMIT#94-2393 FLODIir, TERRY LOT 2 FLODIM CT., FOREST RANCH _ CONT: ILLUMINATION ELEC. ELE FOP. WELL & FUTURE LOT DEVELOP 063-350-002 PERMIT#97-0633 BLAWAT, Maureen i*> 7A•J. Stohr Rd.,Forest Ranch CCont: Harry Koenig New Single Family`���L 9z/ 58 3 j X063{350,=002 PERMIT#94-2393 i FLODIM,...TERRY , LOT''2 FLODIWQT.�--"FOREST RANCH +. 'CONT: I ILLUMINATION ELEC. ELE.FOR WELL_ & .FUTURE LOT DEVELOP ie � FILE r t 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r, 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT - ;2 ='>>--� ASSESSOR PARCEL NUMBER nn 063-350-002 ZONING BUILDING PERMIT OWNER TERRY FLODIM TELEPH NE SQ, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE 57.L- 0122 CONTRACTOR'S MAILING ADDRESS 14990 (T.NTERVITIE RD HAGAITA Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS PERMIT FEE $ FOREST RANCH, CA PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other M,Ci. FOP. IMT SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK yyqq New ❑ Addition ❑ Remodel ❑ Utilities el" Installation ❑ Other ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( '0'ORLESS 200A 0R LESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLOS. ) 3.50 BO FT.- CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions de and my license is in full force and eff ct. t License No. Classification 42V XC ❑ I, as the owner, r my employees with wages as their 9-ole compensation, 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 contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.000 Ex. Occup.FIXED APPWS. OR (OUTLETS (REBID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23 00 - - • UJI 4 J• ILA WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 66.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certifythat I have read this application and state thatthe above information is correct. I agree to comply to all Butte County Ordinances and California 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, judg nts, costs, and expenses which may in any way accrue against said Count con equence oft grantin of this permit. •,'- ' �_ q, Q G� X (.i Date r _ Ig lure of pplicant - 1:1 Owner ontractor❑Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height.ZTee— Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES 66.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISS This permit is hereby issued under theapplicable of the Butte County Code and/or Resoutions indicated above for which fees have been -- Byl }- ,� PERMIT EXPIRES ON Water provisions to do work paid. Date Receipt No. 167651 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J �a REST NTIAL '063-350-002 PERMIT#97-0633 BLAWAT, Maureen XS -7 A.J. Stohr Rd. ,Forest Ranch Cont: Harry Koenig New Single Family F I Y, OFFICE COPY ' �I Address a ''ll) GAS Date OlZ Meter By� ELECTRIC a Meter By Date JOB FINALED (Date) -Z, �cr Signature COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT o. (Rev. 12/96) �. APPLICATION AND PERMIT 1% OG ASSESSOR PARCEL NUMBER 63-35-02 ZONING TM5 BUILDING PERMIT 7-7 OWNER TELEPHONE 893-8022 SQ. FT. OCC. BUILDING VA OWNERS MAILING ADDRESS 1943 HORART ST, CHIC0 95996 f CONTRACTOR'S NAME KORNTC, ' TELEPHONEHARRY -8974 f CONTRACTOR'S MAILING ADDRESS NX 945 CONSTRUCTION NDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fills Fee 20.00 Permit Fee $ 758.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 493.03 BUILDING ADDRESS A.J. STOHR RD FOREST RANCH Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,294.53 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF W Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7-0905.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 5.00 TYPE OF WORK New T Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BR Gas piping system 1- 5 outlets 15.001 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 OOOV OR LESS Main Service 200AORLESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Llc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWEWNG OCUP. OR ADDNS. ( a Acc. BLDCs. SO 345.0 NEW CONST. MULTI.OU I c LET NON•RESID. ANC T @7.50 30.40 POWER APPARATUS 8 SINGLE OUTLET MR. Ex. Occup. OUTLET OR FIXTURES .00 20 @ I .50 SAL @ .SO Ex. Occup. OUTLETS REESSID.OEA 5.00 Temporary Service 23.00 3,00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 146.40 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling -- Hood 6.50 6.50 Ventilation PERRhT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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. Q�J� X �y��( �t.Gt`sv Date _�1 7 _ Signature of Applicant -)V Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee �__ $ 46.00 occ CONST. TYP '$ 1,776.47 AZ. D. FEES P � F OD C pqR L Jr SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ByI/IkAiX.Date J� _ PERMIT EXPIRES ON Date ReceiptNJ'rL vV/K- -(,, d! WHITE-D.D.S.-B.D. CANARY -ASSESSOR a PINK-INSPECTPR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION � "'6I Cqunty Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 �G gffWIT NO. (Rev)0-2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONIN_ I— CJ' BUILDINGPERMIT , OWNER /h uRc' 13L J QA r TELEPHONE" Q9. - 6QZZ. SO. FT. OCC.. BUILDING VALUATION J� ��-� / ` � L OWNER'S MAILING ADORE83 1`Lw� Hz b�aai' 5r- CY//-- Ce �s"gz6 o v CONTRACf,O 'S NAME TELEPHONE P193- 997y Q-,` .710 / b CONTRACTOR'S MALI ADD S .b, oa��e �A�G �� yZ. CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $/33 s ARCHRECT O_R ENGINEER - LICENSE NO. CZ7 L0 Filing Fee $ 20.00 Permit Fee $ e _ o ARCHITECT OWENGINEERS MAILING ADDRESS BUILDING ADDRESS ':�_ :,�r �t.s •.-_-—s�•�.oa._.c-y�,,,�--..✓-=. Gl Plan Checking Fee $ q93 0.3. Energy Plan Checking Fee $ z3 PERMIT FEE $ 2 y.. 5-3Lor No. SUBONISIONSNAME PA EL P PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping —Water 15.00 J gas water heater or vent 15.00 - TYPE OF WORK New C Addition ❑'� Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: om_ Gas piping system 1 - 5 outlets 15.00 f Building sewer 15.00 Mobile Home S I G I W @20.00 PERMIT FEE S Zvr ELECTRICAL PERMIT Fling Fee 20.00 Main Service Lw.v OR LESS 2o0A OR LESS 23.00 23 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONp. ST. DWELLING Occu OR ADDNS. `'. ( & ACC. BLDS. sD 3.5c,NE CONS. NON -RES OT MULTI -OUTLET @7.50 POWER APPARATCIS 8 SINGLE OUTLET R. " Ex. Occup. OUTLET OR FIX UREs 200 1.00 BAL @ .50 Ex. Occup. DFlxuTrs p OR 5.00 Temporary Service 23.00 ?,,3- Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ /Q, jig WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I 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"�fe p and demolition or construction of structures over 3 sto es in height. MECHANICAL PERMIT Fling Fee 20.00 Heating l 7ti-0 /_ Cooling/ T Hood 6.50 8� Ventilation G S, PERMIT FEE S �yi> Mobile Home Installation Fee $ Energy Inspection Fee $ � C O T. TY TOTAL FE $ HAZ. O. FEES P D pp HO 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. �� f47%2 S — /�7C •�3 I WHITE-D.D.S.-B. D. CANARY -ASSESSOR PIN IrNSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER M/d V yt,ee J 6 L i@W,4r A. P. No. 4 3 -, -3r. $19? - Proposed Building Use 36- 5/r- 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. All items have been submitted . ........................................ ................. 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . ZT 9. Mobilehome�dra nd ,�aryfacturer's installation instructions, 2 sets. ........ . 10. Fees of $ r I`ll . ................. 712. 1. Impact fees as shown on attached schedule. California Department of Forestry plan approval ees. /x..02 ,>3. Flood elevation letter (100 year flood �� California eer. ... . Sanitation and plot plan approval GG Health Department. 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. 17 Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. ..... 20. Pre -inspection for required. .. oB�la 9 �spector (Date 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... . Owner -Builder Verification (Given to owner Mail to owner )........... X24. Recorded copy of Agricultural Acknowledgement Statement . ................. � _ 25. Letter of signature authorization . ........................................ 5 — 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... ,--c 27. Letter of intent on building use . ................... . 28. Mobilehome utility clearance . ...................... . ................... +�-- 29. Documentation of legal access. ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ............... 31. Existing violations/expired permits . ........................ 0 ............. 132. Plan check list . .......................... When Jou issue the permit, process as follows: Mail to o ,ne . Mail to contractor. (/ Telephone 1673 - 400? -Z- and hold for pickup at Ute- office. Deliver with inspector. Other / Parcel Creation �� �/ / Acreage Applicant Date �7 q 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 peVuae: ' cl ne item 1. Index permit for above items No. 2. Additional items required. Contrac designee caner, as adv' of above required by _ phone _ mail Counter Date Contra tor, des' er, owner was advised of above required data by _phone _mail Counter by _Date Plans checked by _ Date 5_ Plans approved by Date �r Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. USE N Y Plot Plan Attached Floor Plan Attach—ad��n / Sent to B.D.--—�=F�� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for d Other Hold final for: Final clearance O.K. for: NOTE: Environmental(gealth Specialist 8/96 �4o f�& z Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROV LLE CA 95965 TELEPHONE (916) 538-7541 OWNER Alf c' /2 e� J A2 Ag^J.4 - A.P. # C3 PROPOSED BUILDING USE DATE / REC. # DATE REC 1/ 1 SCHOOL DISTRICT FEES District Office) (paid at 2. SHERIFF FEES (paid at Building Division) Residential.. :. ,.:.� :.... x unit amt. Commercial (sq.ft.). x 3. URBAN AREA FEES - (paid at Building Division) -. Residential (per unit). x =$ #units amt. Commercial (sq.ft.). x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES , (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 2 /0 7. WATER TENDER FEES (BATTALION # ) $200.00• (paid at Building Division) 8. CSA 87 TRAFFIC FEE ......;:.''.- $2500.00 (paid at Building Division) _ .. 9. OTHER At time of permit application.. I was advised the above fees are required to be paid prior to issuance of the cermit. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District L �/� �� Building Department No. A.P. Number -�j ✓ �� Jurisdiction: Q City ©� County Property Owner AJ C/ C Property Location/Address J — S' l / ! /, eS ' -Z, Subdivision /QG%//'% Ua U/ V 017 Lot No. Residential Development Commercial/Industrial Department No of Living MobileHomeAddition Units Installation New Addition (Floor Plans reviewed by School District Personnel) �ctld ' ation No. School District certifies that (Street �i (City) has complied with the require}menttss jof Resolution No. representing , ,/ square feet. School District Representative Paid by Check # Remarks: Sq. Footage Sq. Footage o zz (Group R) (including Exterior d Areas) y/z/7 7 Dat Ataoree4n 51ALtilr( (Applicant) C��� M-s162z (Phone Number) (Stat-e))J (Zip Code) by payment of $ B 2926 $ ULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (2/97)dmm � 1 / / � .. , / �� �� �� ,�� ori✓ � v1 p �G�-sir Qr1 S� i � � �ld";�r� /'i ay • Aly - Environmental Health MAY _ 5 1997 Chico, California Chi , '// /x27 APPROVED � Butte Coup O�v�as �v f 44-1 . Envir n ental County - ✓ 71w 4 F 1747 ...FYF TIVkjr WeLL too R 1 1 io3, / �= 62.3/ J 0 I = i0o COUNTY OF BUTTE BUILDING DIVISION o-� - DEPARTMENT OF DEVELOPMENT SERVICES "A-4 ; 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 nv�'— — - 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 )ontact this_officp'mmediately. In Dade - L Inspector REV 10/92 4 i l i k Dade - L Inspector REV 10/92 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Flodins and Nopel Forest Ranch Number and %5treet Citv County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13" Loose Fill Type Fiberglass Contractor/s min. installed weight/ft sq. Ib. Brand Name Thermal Resistance (R -Value Brand Name Schuller Int. Thermal Resistance (R -Value) R38 Brand Name Schuller Int. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5"/6.75" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.75" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Brand Name Schuller Int. Thermal Resistance (R -Value) R13/R19 Brand Name Schuller Int. Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name 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 EfficiencyStandards 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, a eI� nsta in Subcontractor(Co. Name)r General Contractor (Co. Name) Or Owner Item #s Signature, atensta in Subcontractor Co. ame r General Contractor (Co.Name) Or Owner 97 Item #s Si n tur , Date nstalling u co ctor_ (Co. N amOr eneraI Contract ( Name) ame Or Owner 1`Hlat . t U:. Certificate of Conformance • . Certificate N? 19683 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. W ANSI Standard A190.1-1983, for Structural Glued Laminated limber p NER 267 Proo� loaded end joints Job Name GEORGIA PACIFIQ CORPORATION SACRAMENTO, CA Job Lccation SAC -•36130 072693 5543 Customer's Grr+er Pio. Date Mfgr's Order No. 5_ Z/8 x .12 24f -v4 glulam beam Signature r' _<_�ar Tithe Quality Control .L1 ti Watson Company Bohemia Inc. Address Vaughn, Oregon Date 072793 IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. V00Q 2.00 Michael R. O'Halloran Executive Vice President ✓ BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH 'DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 1469 HUMBOLDT ROAD 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 96928 OROVILLE, CALIFORNIA 96965 Telephone (916) 891-2727 Telephone (916) 538-7281 Date Issued i EXPIRES ON7 YEAR FROM DATE OF ISSUANCE Permit Issued to —Se ( r MG V Y P e v. B i2 '4 3 To construct a sewage disposal system for: Located at: A -2) z>-roh e A.P. # 6.3 - 3.5 - va SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK LEACHING FIELD Liquid capacity: /o <-� o gallons Material G. Total length:/ �i�_ feet Trench width: inches Minimum No. of lines: Rock under pipe inches Special conditions: �/a dv ,�_��{,,, Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling .or putting the system into use. Occupancy of a new building is not permitted until the system is approved.**.. Permit Fee $ 7SLy Penalty Fee $ Additional Fee $ Receipt No. ',-2- 1 g• /J,l Issued By: S31.- 278R (Rev. 6/94) z.__.. TOTAL FEE $ �w ENVIRONMENTAL( ALTH SPECIALIST BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH ' SEWAGE DISPOSAL PERMIT 1469 HUMBOLDT ROAD 7 COUNTY CENTER DRIVE ✓ CHICO, CALIFORNIA 95928 OROVILLE, CALIFORNIA 95965 Telephone (916) 891-2727 Telephone (916) 538-7281 Date Issued ^ 7 EXPIRES ON7 YEAR FROM DATE OF ISSUANCE Permit Issued to Ze Y r y + Ma v v P e� To construct a sewage disposal system for: Located at: A -:) S 7" o h r I R j , A.P. # .3 - SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK LEACHING FIELD Liquid capacity: /o � o gallons Material G--7 ......... 1!11 Total length: feet Trench width:o? y inches Minimum No. of lines: Rock under pipe inches Special conditions:� _ d.,.. {, l... ,�+ .� s iT f n 5 �u 141 f i i VA Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling -or putting the system into use. Occupancy ofa new building is not.permitted.until the system is approved. Permit Fee$ Penalty Fee $ Additional Fee $ Receipt No. '--2 fg �y TOTAL FEE $ Issued By: ENVIRONMENTAL ALTH SPECIALIST S31 2782.(Rev.6/94) And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca.- 95965. 97-018200 Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 9:43am 15 -May -97 I Rec Fee COP Check' 9.00 1.50 10.50 PUBL XX 2 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: Dater ^4 1 ( PROPERTY OWNERS: Jerry C. Blawat State of California County of Butte On 04/04/97 before me, Anne Johnson, Notary Public Maureen A. Blawat personally appeared Jerry C. -Blawat and Maureen A. Blawat Mt U&vtme me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ANNE.JOHNSON ConvrAmm # 1125M 4DnotayPub1c-0aeMft _ Signa re Seal:Buft Courtly W Conm, Evil= he L 20M A.P.# F .; %�• '- �� 57.8 SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: Order No. 2-173878 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED., "FLODIN SUBDIVISION UNIT NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGE(S) 76, 77, 78, 79 AND 80. CERTIFICATE OF CORRECTION RECORDED SEPTEMBER 6, 1994 UNDER BUTTE COUNTY OFFICIAL RECORDS SERIAL NO. 94-37278. AP NO. 063-350-002 PARCEL II: A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER LOTS 1 THRU 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN SUBDIVISION UNIT NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGE(S) 76, 77, 78, 79 AND 80. EXCEPTING THEREFROM ANY PORTION THEREOF LYING WITHIN PARCEL I DESCRIBED HEREIN. PARCEL II•I: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 20, 1981, IN BOOK 86 OF MAPS, AT PAGE(S) 50 AND 51. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS -OF PARCEL I, DESCRIBED HEREIN. PARCEL IV: ' A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER PARCEL 3, AS SHOWN ON THAT CERTAIN BOUNDARY LINE MODIFICATION BY PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 13, 1984, IN BOOK 94 OF MAPS, AT PAGE(S) 24 AND 25. n SIERRA WEST SURVEYING LICENSED LAND SURVEYING 5437 Black Olive Drive - Paradise, CA 95969 Phone: (916) 877-6253 May 12, 1997 BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive Oroville, California 95965-3397 Re: APN 63-35-02 To Whom It May Concern: RECEIVED MAY 12 1997 BUTTE COUNTY BUILDING DIVISION On May 12, 1997, Sierra West Surveying measured the driveway on APN 63-35-02. The entire driveway, as constructed, is under a 15% grade. RGA/jee C: �WpData\Letters\Koenig. Ltr Harry Koenig Sincerely, Robert G. Agee, Jr. No. 2760 7 '" y �Y RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND NIISCELLANEOUS ONLY OWNER: ./�/�,� �q~f BUILDINGPERMNUMBER. PLAN CHECKER: _� " A P. NUMBER: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required 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. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 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). Plumbing fi\mues, water closet clearances and shower size. 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. 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 talc. 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. Sheetrock nailing inspection required? July 1996 3.2 S MEMS TO LOOK OUT FOR: Stairway details: landings, rise and rum, 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. 0 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, /S% �LS!1a V r July 1996 3.3 GREGORY A. PEITZ � ARCHITECT 1907 Mangrove, Suite E, Chico, CA 95926 (916) 894-5719 Structural Calculations for .: AR a �r No. C 21283 REN.- A\� aw it -17,1 LOAD SUMMARY *Use normal force method *Exposure B *Basic wind.speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3-* 14.5 * 1.0 = .0117 ksf < 15 ft. P = '.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76-* 1.3 * 14.5 * 1.0 = .0143 ksf 6.30 ft.. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 =..009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft.' P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 .-ft. Roofs 9:12 to 12.12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012 ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 ft. 44 r 71 - , r i 17,gl �1>Z� _ ,Z15 i( I r 1 I _ •i 1' 1. [ .4 IMP 5 b C,p A a PI w o/ ; �.✓f /c7 J 3 Al, _O�_L • _: r�,� ter:,. i . _ i. t �1 , �(R-in•o� !- %,�.� _� '��Z: t �lt� CCd) 't--�8)Y��� = 15��.`J-V �C.� ! .:,�� � ..�- ` f 4- 0 TC4';LkS'%��l�,b�',l9�tr t �'Z+/34 = �1z �7 ! Zl 1z47 = •3 � I , 4G3 r — _�.. .._��. ..,...a.._—... p _ ,----��-g�..-��3_���. V . _ � � � �- _, • �� 4/. �,!_'w-1f��r.+� _� 1�.�'Ya•+ I�/Nv'•�'� 1 ,�AY4.... ..�.. i I � _ I fop y. 0 ,.,i,.ti..• _.. ... .. t�. f7 Q �. _�, ' , - 4.D ��i�i ••r—' t -� ..!'•w�......._d�•nw. ! Yd , "1' w , .t � �: r ��• , le , • 1 11Pt''t ` Pak • IT ol a` w �27ijz�� st _r 1.... .... 1tl,.y it "1.�,.• u :w' w• ' •...nib it�::,,;.y ' /54,7 . , { 4 (1 '� ) 0 ) Cgs'• !.�' I— �: I < i .h. r�,. 1�tI�V-A1 't� ,d,. �{•�t`j(�iw, '��,.,1'i 24 0 9 7 8 5. ` t.. a fl�o P( -r- 3 S- 19 9T o5o) Y -7 Cl 13, /'ZIo ol WOW 3/ 1/94 10:11 AM Aev 2=01-94 - Masonry retaining will -�7W----------------------=--------------------------- bescription W ---=--------------- --------General data ------------------------ type . > 2 1 => supported 2 * cantilevered Lateral load type> 2 1 0 wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight -.. > .110 kcf -------------------------------- Loading --------------------- ------------ Wdl minimum > .120 kips/ft Wdl + Wil maximum > .180 kips/ft'. .EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP. > .030 kcf Surcharge Distance Surcharge P Comment ---------------- --------------------- to wall height .000 3.000 .000 Uniform lateral load > 0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ----------------- =------ x:xSoiIIti - Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable.passive (horiz.)> .150' ksf/ft depth .200 Lateral sliding coeff. >. .156 • .350 12sMasonryt1t s#iConcrete=sx f'm > 1.500 ksi Tc > 2.500 ksi Ea > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi f's > 16.000 ksi m > 18.824 n > • 26.661 (l ' > .850 Fb max. > ..250 ksi 0 > .906 =------------=--------=--------Wall data --------------------------- Cantileverod wall may use varying thickness segments Segment Ht.(feet) Ht -.(feet) 1 .000 to f 4.000 2 - .000 to .000 3 .000 to .000 ----------------------------- Wall reinforcing ---------------------------- Segment 1 - concrete ------------------------------------------------------------------------ d > .000 inches Overload factor > 1.100 Live loads M > .310 ft -kips Mu i .544 ft -kips On >- .000 ft -kips --- As regd. > .000 in"1 Includes 33% increase Since p actual is less than p min. Actual.As > .000 in"1 --- Segment 1 Nominal t t wdl 8.00.0 1.625 .343 Tension reinforcing Size. ; Spacing; d ;.%Min. ; fm/Fb- ; fs/Fs ; Cs/F's Vertical 4 24.600 3.813 1.530 .142 .568 --- Horiz: '4 24.000 .824 --- --- --= Minimum development length) 11.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/F6 ; fs/Fs .; f's/F's 1 I I Vertical 0 .000 ------------------------------------------------------------------------ .000 I --- I --- I t --- .000 ------------------------------------------------------------------------ Segment 2 Nominal t t wdl .000 .000 .000 Tension reinforcing Size Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's 1 I I Vertical 0 .000 .000 I .000 1 .000 1 I .000 --- Horii. 0 .000 .000 --- --- --- Minimum deyelopment length) 12.000 inches Compression reinforcing Size ; Spacing; ---------'-------- ' -------- ' d' --------'-------- ; %Min. ; fm/Fb ' ; fs/Fs ; f's/F's 1 I 1 Vertical . 0 .000 ------------------------------------------------------------------------ .000 1 --- -------- 1 --- -------- I , --- .000 ----•---------------=---------------------------------------------------- Segment 3 Nominal t t wdl 000 .000 .000 Tension reinforcing Size ; Spacing;. d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 .000 .006 .000 --- Horiz. 0 .000 .000 --- --- --_ Minimum development length> 12.000 inches Compression reinforcing 'Size ; Spacing; d' ; %Min. -; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length > .150 feet Safety factor ) 3.066 Heel length > 1..115 feet Soil pressure > 1.335 Minimum footing length ) --- feet Actual footing length (L) ) 2.500 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .625 ft -kips W --------------------------- Arm Moment Wdl min. .120 kips ------------------------------------------ 1.068 feet .128 ft -kips Wtl .180 kips 1.068 feet .833 ft4ips Segment 1 .343kips 1.068 feet :366 ft -kips Segment 1 .000* kips 1.068 feet .000 ft -kips Segment 3 .000 kips 1.068 feet .000 ft -kips Soil .490 kips 1.943 feet .953 ft -kips Footing .315 kips 1.250 feet .469 ft -kips EWdl min) 1.329 kips EMdl min) 1.916 ft -kips PZ EWtI > 2:109 kips EMtl > 2,149 ft -kips EMdl bin/OTM > 3.066 > 1.5 (ok> Eccentricity je) > .243 feet (A/2-(2M-OTM/EW)) L/6 > .411 feet L4 > 3.621 feet (3.*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.335 ksf (EWtl/A + 6*OTM*e/A'2) Minitum soil pressure > .351 ksf -=--------------------------HEEL/TOE DESIGN -------------------------- ------------------------------------- Heal design ; Reinforcing Heel length > 1.115 ----------------------------------- feet ; #4 at 91 in. o:c. M > .213 ft -kips ; #5 at 141 in. o.c. d > 8.000 inches ; #6 at 205 in. o.c. As min. > .026 in"2 ; 11 at 219 in. o.c. ------------------------------------------------------------------------ 18 at 365 in. o.c. ------------------------------------;----------------------------------- Toe design ; Reinforcing Toe length .). .150 feet ; 84 at 12 in. o.c. Max soil pressure) 1.335 ksf ; #5 at 111 in. o.c. At face of wall > 1.004 ksf ; 86 at 163 in. o.c. M -max. > .344 ft -kips ; 11 at 221 in. o.c. d ) 8.000 inches ; 08 at 290 in. o.c. As min. ) %`.033 in -2 -=-----------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .120 in"2 4 #4 bars 3 #5 bars 2 #6 bars 2 #1 bars 1 #8 bars ---=-------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .315 kips/ft Lateral sliding resistance > .332 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable lateral passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .015 kips/ft <Footing only) Net resistance provided > .401 kips/ft (Footing only> Concrete slab at base of wall ? > y Thickness > 4.000 inches Width of slab > 30.000 feet Resistance provided by slab > .315 kips/ft Total resistance > .182 kips/ft Factor of safety ) 2.086 (OK) Shear key must provide > -.220 kips lateral resistance Equivalent depth of shear key ) 4.831 feet (Maximum IV) Allowable lateral passive pressure > .125 ksf' (At base of key) Allowable lateral passive pressure ) .125 ksf (At bottom of key) Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > .000 inches. ' . . d ' > .006 inches As Nin. > .000 1n^2 ' 14 in, v./i 05 at U in. v.c. #0 At `0 in. O.C. 1/ at 0 in. o.c. O8 at _________________________________________ 0 in.- . o. c. ^_ SIS' S19'I 000'8 IPM } } leulwoN ------------------------------------------------------------------------ I }uaw6aS ------------------------------------------------------------------------ Lul 000' < sy len}oy. •ulw d uey} ssal sl len}oe d aoulS aseaaoul XE£ sapnloul z.ul 000' < pbaa sy --- sdl1-11 000' < UNO sdl)-}3 9£8'l < nN sdJj—}j oao'l < w speol anll 001'1 < ao}oej peo poxo ,. sayoul 000' < P ------------------------------------------------------------------------ .. .._: .. a}aaouoo - 1 }yaw4eS --------------------------- 000' o} 000' £ o} 000' i 000'9 o}. 000' l ,J (}aa})..}N (1084)•}N }uaw6aS s}uaw6as ssau13l41 6ulduen asn Sew lleH p0uan8ll}ue0 --------------------------------e}ep lleM-----=------------------------- OSz' < •xem qj l99'9z ( u b18'8l < w IS) 000'91 < 1sd0000o00£ < s3 .161 000'01 < s3 ISI 000'OP 0005111 < w3 l sal 005' 1 < 3.1 lsl 005' 1 < IU, i . . Y::a}aaouo�xx* xxx6auosepl:Yx 'j3aoa 6ulplls lege}el ooz' y}dap }}/}sj OSI, <( z}aoy) anlssed algeaollV HSI }sJ OOS'l < (}uan) anlssed olgemo[jy }ndul p < slelaa}ew jo sseD ::YlloSx:: ------------------------sessaa}s u6lsap OLqemo[IV ----------------------- 6ulpeot pulM/alenby}ue3 Is) 0000' < peol leua}el wuo}lun 000' 000' £ 000' . ----------------------------- ---------------- }y6lay lleM o} }uawwO3 d a6aey3jnS aoue}slo 96je4ounS dA 1010i iii 000' <a6uey?uns Ilipoeq 6uldolS Jot 0£o' < d�3 }j/sdlj 081' ( wnwlxew. Lim +..IPM }}/sdl) 011• < wnwlulm 1pN ------------------- -------------- 6ulpeol-------------------------------- ----------------------- -- --- Jai }ai Oil' < 146LOM lloS. 301 SCI' < 14618n 6uuoseN N < i(N/A) uol}oadsul leloadS leolpeA O le}uozljoN. O < 'adols 1111peg aunssaad llos 6 1 ajenby}ueo/pujm <= I z MAI peol leua}ej paaanall}ueo <= z pa}uoddns <= I l < ads(} lleN ------------------------------e}ep lejauag---------- -------------------- ------- A-MW uojdposao .... lleM 6ulule}aa AjuoseN • p6-10-1; ^aa ------•-r------------ ---.-----' ------. _ ---.. ---- -------- b6 -/I /£s £ABNOStl41 "; Tension, reinforcing 1.150 feet Safety factor > 2.515 Heel length > 1.445 feet . Size ; Spacing; d ; 1Min. .; fm/Fb •;.fs/Fs- ; f's/F's Vertical 5 16.000 5.315 3.395 1.065 .593 --- ' Horiz. '. '4 24.000 1.530 --- --- --- Minimue,development length> 15.000 inches Y Overturning moment (OTM) > 1.115 Compression reinforcing W Arm Size ; Spacing; d' ; %Min. ;.fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --= .000 --------------------------------------------- .801 ft -kips - ------------------------ 1.568 feet ------------------------------------------------------------------------ ft -kips Segment 1 1.568 feet .000 Nominal t t wdl 2.608 feet 2.486 ft -kips Footing .500 kips .000 .000 .000 .832 ft -kips Tension reinforcing Size ; ---------'--------'--------'--------'------- Spacing; d ; %Min. ; fm/Fb '------- ; fs/Fs ; f's/F's Vertical 0 .000 .000 .000 .000 I -------- .000 I -------- --- Horiz. 0 .000 .000 --- --- --- Minimum development Tength> 15.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fro/Fb ; fs/Fs ; f's/F's Vertical 0 -----7-------------------------=---------------------------------------- .000 .000 --- --- --- .000 ------------------------------=-----------=----------------------------- Segment 3 Nominal t t wdl 000 .000 .000 Tension,reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs f's/F's Vertical 0 .000 .000. .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum.development length> 15.000 inches Compression reinforcing Size Spacing; d' ; Pin. ; fm/Fb fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------- =-------------- FOOTING DATA -- Toe length > 1.150 feet Safety factor > 2.515 Heel length > 1.445 feet Soil pressure > 1.311 Minimum footing length > --- feet Actual footing length (L) > 3.330 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 1.115 ft -kips W Arm Moment Wdl Min. --.120 kips 1.568 - ----------------------------- feet .188 ft -kips Wtl .180' kips t.568 feet 1.223 ft -kips Segment 1 '-.515 kips 1.368 feet .801 ft -kips Segment 2 .000 kips 1.568 feet .000 ft -kips Segment 3 .000 kips 1.568 feet .000 ft -kips Soil .953 kips 2.608 feet 2.486 ft -kips Footing .500 kips 1.665 feet .832 ft -kips Udl min> 1.088 kips. EMdl min) 4113 ft -kips n•2 EWtI > 1:868 kips EMtl 5 5.536 ft -kips £Mdl min/OTM > 2.515 > 1.5 <ok> Eccentricity, (e) > .333 feet (A/1-(EM-OTM/EW)> L/6 > .555 feet L' > 3.997 feet (3*L/2-e) Resultant within middle third of footing Maximum soil pressure > 1.311 ksf <EWtl/A + 6*OTM*e/A"2) Minimum soil pressure > .345 ksf ----------------------------HEEL/TOE DESIGN------------7---------------- Heel design ; Reinforcing ------------------------------------ ----------------------------------- Heel length ) 1.445 feet #4 at 36 in. o.c. M > .689 ft -kips #5 at 56 in. o.c. d > 8.000 inches ; #6 at 81 in. o.c. As min. > .065 in"2 ; 47 at 110 in. o.c. #8 at 144 in. o.c. ------------------------------------------------------------------------ Toe design ; Reinforcing -------------------------------- ----------------------------------- Toe length > 1.250 feet ; 94 at . 25 in. o.c. Max soil pressure) 1.311 ksf ; #5 at 40 in. o.c. At face of wall > .947 ksf ; 96 at 58 in. o.c. M Max. ) .964 ft -kips 11 at 18 in: o.c. d > 8.000 inches ; 18 at 103 in. o.c. As min. > .691 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .959 in"2 5 #4 bars 4 #5 bars 3 #6 bars 1 #1 bars 1 48 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .735 kips/ft Lateral sliding resistance > • .521 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable Tateral passive pressure ) .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft (Footing only> Net resistance provided > .597 kips/ft (Footing only> Concrete slab at base of wall ? > Y Thickness > 4.000 inches Width of slab > 30.000 feet Resistance provided by slab > .315 kips/ft Total resistance - > .912- kips/ft Factor of safety > 1.312 No good! Shear key must provide > .131 kips lateral resistance Equivalent depth of.shear key > 5.699 feet (Maximum 15'> Allowable lateral passive pressure > .855 ksf (At base of key> Allowable lateral passive pressure > .880 ksf (At bottom of key> Shear key required depth > 2.000 inches n se °�- 61 Shear key moment > .012 ft -kips Shear key thickness > .000 inches . L� d > .000 inches At tin. > .600 in"2 64 at 0 in. o.c. 6' at 0 in. o.c. #6 at I in. o.c. V at 0 in. o.c. 88 --------------------------- at 0 in. o.c. -------------------------------------------- , l9l' Si9'll 000'11. IPM } } leutwoN ---------------------------------------------------------------------- 1 }uaw6aS ------------------------------------- ----------------------------------- 1.ui 000' < sy len}ay uIw d ue4} ssal sl len}ae d ants, aseaaauj E££ sapnlaul l.ul• 000' < pbau sy --- sdLi-}3 000' c uW0 sd})-}3 1SCO < uW sdlj-}3 09S'l < W speol 8AII 001'1 < Jo}ae} peolJan0 sapul 000' < p a}aaauoa - (.}uam6aS ----------------------------6utojojuiaj:lleM------------------------ 000' 01 000' £ 00018 01 000'l l 000'1 01 000' 1 (}aa�)•}N (}aa})•}N }uam6aS s}u8w6as SSOUIal41 6UjAJeA asn lew llem pajanall}ueo --------------------------------e}ep lleM------ ------- 006' < 0 ISI OSI, < -xem 93 OS8' < 9 199'91 < u Dl8'8l < w LSI 000'91 < s,3 }sd0000000£ < s3 ISI 000'01 < s3 isV 000'OV < Al ISI OOOslll < 03 }sV OOS'l < . 01! M OOS'l < m 3 :1:018a0uo0x s xxsbuosq... OS£' OS1' < ;}aoa 6ulplls leja}ej 001' 4}dap }}/jsj OSI* <(•z}a04) an}ssed alq"ORY OOS'l }sal. OOS'l ( (•}jan) anlssed algemojly }ndul v < slepa}ew jo sselo �:tlioSxxY ------------------------sassai}s u6isap aLqemotty ------- pujm/ajenb4}ae3 }s)i 0000' < peol leua}el mjojiup 000' 0001 000' ----------------------------------------- }46184 llem o} }u"WOO d a6ue40.inS auue}s}0 a6ae4aunS J31 0£0' < d33 le}ol }0I 000' (06ue43uns lllf)0eq '6u}dolS 101 0£0' < d33 }}/sdlj 081' < mnip ew IIN + 1pM }}/sdLI 01I• < mnw}u}m lPM --------------- ------------------ 6ulpeol------- ---------------------- 43) Oil' < 140m im 101 S£1' < 1461gm AjuoseW N < l(N/1l) uoEjaadsul le}oadS leai}JaA 0 le}uozpOH 0 ,< adols lll3�l0e8 aanssaad [}os t= l :a)enb4}j'ea/pu[m <='I 1.. <adA} peol leua}e-I paaanalq uea <= 1 pa}aoddns <= I l < adAl IleM ------------------------------e}ep leauag--------- --------------------- l -Mb « uo}}d}�asa0 ---------------------------< ---- - -- -- - — -- lleN 6ULU}e}aa AuuoseW f6 -IO -1 ^aa - ------------------------------------------------------------ I WV W01 V6/l /£ £AaNOSVW Tension reinforcing g Size ; Spacing; d ; Hin. ; fro/Fb ; fs/F§• f'§/F's Vertical 5 16.000 9.375 2.358 391 .785 --- Horiz. .4 24.600 1.004 --- --- --- Minimum development length> 20.000 inches Compression reinforcing Size ;Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 Segment 2 Nominal t t wdl 8.000 7.625 . .515 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's 1 I 1 I I I I Vertical 5 16.000 5.375 3.595 1.065 .593 --- Horiz. 4 24.000 1.530 --- --- --- Minimum development length) 20.000 inches Compression reinforcing .. ; Size ; Spacing; d' ; Hin. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 Segment 3 Nominal t ` t wdl - .000 .000 .000 Tension reinforcing Size Spacing; d Hin. fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length) 20.000 inches Compression reinforcing Size. ; Spacing; d' Hin. ; fm/Fb fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length > 2•.000 feet Safety factor ) 2.099 Heel length ) 1.281 feet Soil pressure ) 1.264 Minimum footing length ) --- 'feet ' Actual footing length (L) ) 4.250 feet Footing depth ) '12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y a Overturning moment (DIM) ) 3.645 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .120 kips 2.484 feet .298 ft -kips Wtl .780 kips 1.484 feet 1.938 ft -kips Segment 1 .262 kips 2.484 feet .650 ft -kips Segment 2 .515 kips 2.484 feet 1.179 ft -kips Segment 3 .000 kips 2.484 feet .000 ft -kips Soil 1.118 kips 3.609 feet 4.010 ft -kips Footing .638 kips 2.125 feet 1.355 ft -kips EWdl min) 2.661 kips EMdl min) 7.651 ft -kips EWtI > 3.441 kips EMtl >' 9.589 ft -kips EMdI min/O1M ' > 2.099 > 1.5 <ok> Eccentricity (e) > .398 feet <A/2-(EM-OTM/EW)> L/6 > .708 feet L' > 5.181 feet <3xL/2-e> Resultant within middle third of footing - Maximum soil pressure > 1.264 ksf (EWtl/A + 6*OTMxe/A"2> Minimum soil pressure > .355 ksf ----------------------------HEEL/TOE DESIGN------------------7---------- Heel design ; Reinforcing ------------------------------------ ----------------------------------- Heel length > 1.281 feet ; 94 at 34 in. o.c. M > .721 ft -kips ; #5 at 53 in. o.c. d > 8.000 inches 06 at 71 in. o.c. As min. > .068 in'2 ; 11 at 105 in. o.c. 08 at 137 in. o.c. ------------------------------------------------------------------------ - Toe design ; Reinforcing ------------------=-=-------- ---'------------------ ----------------- Toe length > 2.000 feet ; #4 at 11 in. o.c. Max soil pressure) 1.264 ksf ; #5 at 17 in. o.c. At face of wall ) .116 ksf #6 at 25 in. o.c. M Max. > 2.204 ft -kips 01 at 34 in. o.c. d > 8.000 inches ; . 08 at . 44 in. o.c. As min. >' .211 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- At min. > 1.224 in'2 7 #4 bars 4 #5 bars 3 #6 bars 3 #7 bars 1 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > 1.215 kips/ft Lateral sliding resistance > .665 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable lateral passive pressure > .150 ksf/ft depth Lateral passive pressure provided ) .075 kips/ft (Footing only> Net resistance provided > .740 kips/ft (Footing only) Concrete slab at base of wall ? > Y Thickness ) 4.000 inches Width of slab > 30.000 feet Resistance provided by slab > .375 kips/ft Total resistance > 1.115 kips/ft Factor of safety > .918 No good! Shear key must provide > .707 kips lateral resistance Equivalent depth of shear key > 5.693 feet (Maximum 15'> Allowable lateral passive pressure ) .854 ksf (At base of key> Allowable lateral passive pressure > .979 ksf (At bottom of key> Shear key required depth > 10.000 inches Shear key moment > .325 ft -kips Shear key thickness > . .000 inches P• 3 d > .000 inches As min, > .000 in"? 44 at 0 in. o.c. 95 at 0 in.. o.c. 16 at I in. o.c. #7 at 0 'in. O.C. #8 at ------------------------------------------------------------------------- 0 in. o.c. GO i t I � MASONRY3 .3/ 1/94 3:42 PN Rev 2-01-94 Masonry retaining wall Oesceiption ))RW -1 ------------------------------General data ------------------------------ Wall type > 2 1 => supported 2 => cantilevered Lateral load type) 1 1 => wind/earthquake .2 => soil pressure Backfill slope . z 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf ---------- ---------------------- Loading --------------------------------- Wdl "minimum > .000 kips/ft Wdl + Wll-maximum >.496 kips/ft EFP > .030 kcf Sloping backfill surcharge) .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height 2.'000 Vehicle 3.000 .505 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses-------------------- ---- ***Soil*" Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable -passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding-coeff'. > .250 • .350 '"Masonry 1x t"Concrete"' f'm > 1.500 ksi Pc > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 10.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > .16.667 (3 > .850 Fb max. > .150 ksi 0 > .900 -------------- ----------------- Wall data --------------------------------- Cantilevered wall may use varying thickness segments Segment Ht.(feet)Ht: (feet) 1 .000 to 1000 1 .000 to .000 3. .000 to .000 ----------------------------Wall reinforcing Segment 1 - concrete -----------------------7--------------------------------------------- d > .000 inches Overload factor *> 1.700 live loads M > .203 ft -kips Mu > .345 ft -kips On > .000 ft -kips --- As reqd. > .000 in"1 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- ------------------ : 1 ---------------------------------------------------------------- Nominal t t wdl 8.000 7.625 .257 Tension reinforcing,,. Size ,. Spacing! d ; %Min. 1 fm/Fb. ; fs/Fs ; f's/F's Vertical 4 14.000 3.813 1.530 .458 .361 --- Horit. •14 16.000 1.236 --- --- --- Minimum development length) 10.000 inches Compression reinforcing 1 Size 1 Spacing) '- '--------'------ d' ! %Min. '- 1 fm/Fb 1 fs/Fs ' ; f's/F's Vertical 0 :000 --------------------------------------------- .000 --- -------'---==---1--- --- --- 000 ------------------------------------------------------------------------ _---------------------------- Segment 2 Nominal t t wdl .000 .000 .000 Tension reinforcing ! Size 1 Spacing! d 1 %Min. 1 fro/Fb 1 fs/Fs 1 f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horii. - - 0 .000 .000 --- --- --- Minimum development`Tength> '10.000 inches Compression reinforcing 1 Size ! Spacing) d' 1 %Min. ! fm/Fb ! fs/Fs 1 f's/F's Vertical 0. .000 ------------------------------------------------------------------------ .000 --- --- --- .000 Segment 3 --------------------------------------------------- Nominal t t udl 000 .000 .000 Tension reinforcing ! Size ! Spacing! ---------!--------1--------' d ; %Min. - ! fm/Fb ! fs/Fs 1 f's/F's Vertical 0 .000 .000 .000 .000 --- Horiz. 0 .000 .000 .000 --- Minimum development length) 10.000 inches `Compression reinforcing - 1 Size 1 Spacing! d' ! %Min. ! fm/Fb 1 fs/Fs ! Cs/F's Vertical 0 .000 .000 --- --- --- .000 ---FOOTING DATA ------------------------------ Toe length ) .500 feet Safety factor > 2.171 Heel length ) Minimum footing length > .865 feet Soil pressure > 1.194 --- feet Actual footing length (L) > 1.000 feet Footing depth > 12.000 inches '---`-----------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .441 ft -kips W -------------- Arm Moment Wdl min. .000 Os --------------------------------------- .818 feet .000 ft -kips Wtl .496 kiaK Segment 1 kips .818 feet .406 ft -kips .157 Segment2 .000 kips .818 feet .818 feet .210 ft -kips .000 ft -kips Segment 3 .000 kips .818 feet .000 ft -kips Soil .285 kips 1.568 feet .447 ft -kips Footing 300 kips 1.000 feet .300 ft -kips -----=------------r-------------------=- -------------------------------- - EWdl min) .843. kips EMdl min) .958 ft -kips • • ' "d o _ • '1' r S a:. ,y ..G`frs`•+h yr •#al �t� t »•`EWtI< >; 1339 kips; :n xr EMtI > 1:363 ft -kips . S, J��s`.l"iq�. r. w,• }� t .� i � . - 'i ,Ji; ?; a,R•C��r "T'rf�r /,.' f•;� ,� 'r� i';, ai"°EMdlmin/OTM' ; i 2:111 ' i "<ok>"� { '' it F F r $ r f�� J F�� , tri try; _ �f� '.^1>y �a 'tYtl { +• '.Eccenteicity (e) > ;311 ` feet <A/2-(2M=OTM/EW)> > .333 feet L' i 2.066 feet (3xL/2-e> Resultant within middle third of footing Maximum soil pressure > 1.294 ksf <EWtl/A + 6xOTM*e/A'2> Minimum soil pressure > .044 ksf ----------------------------HEEL/TOE DESIGN, ---------------------------- Heel design ; Reinforcing ------------------------------------ ----------------------------------- Heel length > .865 feet ; #4 at 202 in. o.c. M > .123 ft -kips ; #5 at 315 in. o.c. d > 8:000 inches 96 at 456 in. o.c. As min. > • .012 in"2 ; #7 at 610 in. o.c. #8 at 811 in. o.c. ---------------------------------------------7-------------------------- Toe design ; Reinforcing ------------------------------------;----------------------------------- Toe length > .500 feet ; 04 at 167 in. o.c. Max soil pressure) 1.294 ksf ; #5 at 261 in. o.c. At face of wall > .981 ksf ; 06 at 378 in. o.c. M Max. > .149 ft -kips ; 17 at 514. in. o.c. d ) 8.000 inches ; #8 at 672 in. o.c. As min. > .014 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. . > .576 in•2 3 #4 bars 2 #5 bars 2 nR6 bars 1 117 bars 1 #8 bars. ----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .301 kips/ft Lateral sliding resistance > .211 kips/ft lateral sliding resistances .000 .000 kips/ft Allowable lateral passive pressure > .150 ksf/ft depth lateral passive pressure provided > .075 kips/ft (Footing only) Net resistance provided > :286 kips/ft (Footing only) Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > .286, kips/ft Factor of safety > .950 No good! Shear key must provide > .165 kips lateral resistance Equivalent depth of shear key > 3.830 feet (Maximum 15'> Allowable lateral passive pressure > .575 ksf <At base of key> Allowable lateral passive pressure > .625 ksf (At bottom of key) Shear key required depth ) 4.000 inches Shear key moment > .034 ft -kips Shear key thickness > .000 inches d > .000 inches As mini. > .000 in"? #4 at 0 in. o.c. #5 at 0 in. O.C. #6 at -•0 in. o.c. 11 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------------------------------------------------ P' MASOM3 3/ 1%94 3:44 PM -------------------------------------- Rev 2-01-94 Masonry retaining wall Oescripflon )0-2 _ ------------------------- General data ------------------------------ Wall type > 2 1 * supported 2 => cantilevered Lateral load type> 2 1 * wind/earthquake 2 * soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y%N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf --------------------- ----------- Loading ----- Wdl minimum '> .000 kips/ft Wdl + W11 maximum > .496 kips/ft EFP > .030 kcf Sloping backfill surcharge) .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height 2:000 Vehicle 3.000 .505 Uniform lateral load > .0000 ksf Earthquake/wind loading _.-- ----------=-------Allowable design stresses ------------------- ----- *::Soil::: Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)) .150 ksf/ft depth .200 Lateral sliding coeff. > .250 ***Masonry *3:* ***Concrete*** .350 C m . > 1.500 ksi f,c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es ) 30000000psi F's > 16.000 ksi m > 18.624 n > 26.661 > Fb max. > .250 ksi p > .850 .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments 'Segment Ht.(feet) Ht.(feet) 1 .000 to 5.000 2 .000 to .000 3 .000 to .000 `-----------------------Wall reinforcing-_* Segment I_ --concrete ----------------------------------------------- d > .000 inches Overload factor >-. 1.100 live loads M > .814 ft -kips Mu > 1.384 ft -kips A > .000 ft -kips --- As reqd. > ..000 in"2 Includes.33% increase Since p actual is less than p min. .Actual As > • :000 in"2 --- ------------- Segment 1 ----------------------------------- ---------------------------- Noeinal t t wdl 8.000 1.625 .429 P-! z Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb.,; fs/Fs ; f's/F's =-------'--------'--------'--------'--------'-------'--=---'-------- Vertical _4 _16.000 5.315 2.295 .915 .685 --- Horiz. 4 16.000 1.295 --- --- --- Minimum development length> 14.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 ..000 --- --- --- .000 -------------------------------------------7---------------------------- Segment 2 ------------------------------------------------------------------------ Nominal t t wdl .000 .000 .000 .Tension reinforcing Size ; Spacing; d %Min. ; fm/Fb ; fs/Fs ; f's/F's ---------'----=-=-'--------'--------'------- '--------'--------'-------- .. Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length) 14.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 3 ------------------------------------------------------------------------ Nominal t t wdl .000 .000. .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's -,--------, ,- ,- , ,--------;-------- Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development.length> 14.000 inches Compression reinforcing Site ; $pacing;, d.' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 -------- ----=----------------FOOTING DATA ----- Toe length > 1.000 feet Safety factor ) 2.103 Heel length ) 1.365 feet Soil pressure > 1.314 Minimum footing length > --- feet Actual footing length (L) > 3.000 feet Footing depth > 12.000 inches =---------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross DIM and sliding ? (YIN) > Y Overturning moment (OTM) > 1.353 ft -kips N ------------------------------------=------------------------------- Arm Moment Wdl min. .000 kips 1.318 feet - .000 ft -kips Wtl .496 kips 1.318 feet .654 ft -kips Segment 1 .419 kips 1.318 feet .565 ft -kips Segment 2 .000 kips 1.318 feet .000 ft -kips Segment 3 .000 kips 1.318 feet .000 ft -kips Soil .151 kips 2.318 feet 1.139 ft -kips Footing .450 kips 1..500 feet .615 ft -kips EWdl min> 1.619 kips EMdl min> 2..980 ft -kips EWtl > 1.125 kips Z'Mtl > 3.633 ft -kips 'EMdl min/OTM .. > 2.103 > 1.5 <ok> Eccentricity (e) > 411 feet. <A/2-(EM-OTM/EW)> L/6 > .500 feet L' . > 3.219 feet (3tl/2-e> Resultant within middle third of footing Maximum soil pressure > 1.314 ksf (EWtl/A + 6tOTMte/A"2> Minimum sail pressure ) ' :163 ksf ---HEEL/TOE DESIGN ----------------------------- Heel ------------------------------------ design ; Reinforcing Heel length ) 1.365 feet ----------------------------------- ; . 04 at , 48 in. o.c. M ' > .511 ft -kips ; 05 at 15 in. o.c. d ) 8.000 inches #6 at 109 in. o.c. As min. > .048 in"2 91 at 148 in. o.c. ---------------------------- #8 at 194 in. o.c. Toe ------------------------------------ design -------------------------------------------- ; Reinforcing Toe length . > 1.000 feet ----------------------------------- ; #4 at 42 in. o.c. Max soil pressure) 1.314 ksf ; #5 at . 65 in, o.c. At face of wall > .905 ksf ; #6 at 95 in. o.c. M max. > .589 ft -kips 11 at 129 in. o.c. d ) 8.000 inches #8 at 169 in. o.c. As min. > .056 in"2 --------------------LONGITUDINAL FOOTING REINFORCEMENT------------------- As min. > ' .864 in"2 5 #4 bars 3 #5 bars 2 #6 bars 1 #1 bars 2 #8 bars ---------=-------------------LATERAL SLIDING ---------------------------- Rt ) .000 kips/ft Rb > .631 kips/ft Lateral sliding resistance > .401 kips/ft Lateral sliding resistance> 000 .000 kips/ft Allowable lateral passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .015 kips/ft (Footing only> Net resistance provided ) .482 kips/ft <Footing only> Concrete slab at base.of wall ? > N Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > .482 kips/ft Factor of safety > .165 _No good! Shear key must provide > .464 kips lateral resistance Equivalent.depth of shear key > 4.938 feet (Maximum 15') Allowable lateral passive pressure > .141 ksf <At base of key> Allowable lateral passive pressure > 841 ksf (At bottom of key> Shear key required depth > 8.000 inches Shear key moment > .119 ft -kips Shear key thickness > .000 inches f Pr3 d > 000 inches As yin. > W2 .000 95 at 0 in: o.c. .16 at '1 in. o.c. #1 at' 0 in, o.c. 18 at ..----------------------------------- 0 in.' o.c. ----------------------------------- e LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 1 %-() G� ru's-10 S Ic OWNERS/� A.P. h NAME: la �� �uY P��NUMBER: PRINT LAST NAME FIRST COUNTY ZONING �r V` r DESIGNATION: TM FLOOD ZONE: X FLOOD MAP: 2 S APPROVED: CONDITIONALLY APPROVED: v RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: MAP INFORMATION: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO V7 1 N Sv 13 U N I T- ) DATE OF RECORDING Z, Zoo 8� LOT 2 BOOK 108 PAGE 7�2 COMPLIANCE WITH OLD SUBDIVIS)ON LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES ✓ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building. setback from centerline of roads _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 15'0 ft. leachfield setback from ri>2-tel IJ 1= SW )4L -E _ 6. Pay water tender fees in the amount of $ to Battalion Number 47. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. �► I of the Butte County Fire Department. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. I r _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Pftwzng Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. a 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. / X\ 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as.amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find . .., X pending examination of the site by a professional archaeologist. 'This person_ would then be able to assess the site significance and suggest appropriate mitigation measures. 21. AY2,C—A SLO pC U hiSy 1 t:A+5 Lt POW S0 hiA&6 - io/SPOSAL- 22. I �n�t_31 l7C- (C>N5 TYt-yc-neDtJ S}VtO\-LL- Cc)A/LrL Y Wl-m 6 tt 7o 01= t xc A-V A [-tcoN G 12 v�1 rt " X 23. 0 n-� v &Vv &,y f S H" -L I� fav M �-� 4' S Flo G KA--oe o r2- V -4e V*OA V 1✓ o VAI Fc i'10►.� or c metVe� sat(- ge hIavI✓�g 0YA ►?M—OR ISS �<24. S C 1,08MSD FOM L---"5.oN cE)f`TTR-01_ MEmu/2.;5 1-=QV2- 25. 225. /�iZf, �t W �s r o 3 t� N6 OE VE P f-9�ff- & SO IoM 1 NTroR l ao I� PX J -e -g_ o f2 %.0 T 13 0 t/ /Q 0 A -VL 1 Es %< 2-7. S raj`-A-YLrLeST(A6 Sc VLELF►s 5-W9tiL 6 k INS 7A4 -Ll iN ctirMNeys I ti=LUts � 19Tb /i--:Pt?es Y) a PrO x/66 f= fi A—( c o N s' A-l•L 1�e c UeA2eV w I rtfi 0 3o ©V-1 Pt 1-c_ S1Yt �c 1v I�z�S n13�8 �o �iNna� � %29 • S1Y 1-C' 14 t 0V2 t1 S4Aq g . K C Uff -ellcI_Y U/S ►1.Lje: L66t L 0 add N e,4-,42- b t2 ( v eve( e=- r-tT2-,kyJ c -e a31l13�3b LD 7/96 CAW P51 WORMS.K\BLDGPERM.CLR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Blawat House Date........ 03/27/97 Project Address........ Flodin's Ct & Nopel Ave. Forest Ranch *v4.50* Documentation Author... Marty Runnells ******* Buildincr Pe it Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Che -cc Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96279S2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2023 sf Single Family Detached New Front Facing 110 deg (E) 1 2 Raised Floor 21.4 % of floor area 0.67 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-13 R-n/a R-13 0.088 Door n/a R-0 R-n/a R-0 0.330 Roof n/a R-38 R-n/a R-38 0.025 F1oorExt n/a R-19 R-n/a R-19 0.049 SlabEdge n/a R-0 R-n/a R-0 0.900 SlabEdge n/a R-0 R-n/a R-0 0.720 SlabEdge n/a R-0 R-n/a R-0 0.500 Right (NE)� 7.5 0.750 FENESTRATION Drapes.Std Window PLAN FRONT FRONT LEFT FRONT RIGHT, LEFT TO BASEMENT, BACK RIGHT TO BASEMENT TO ATTIC, VAULT TO BASEMENT TO EXTERIOR TO EXTERIOR TO GARAGE Over - Exterior hang/ Framing Shading Fins Type None Yes Metal None Yes Metal None YWoo��dDiv None ,3 s'' Q,f'e�t`al None tYe`si°�°l�[et�. NoneCO ,,Yes ett l N ��� ` Ne Pie t a 1 ;e� a Metal vQ� e �es Wood % N�ne� Yes Metal V Ne Yes Metal # of Interior Area U- Pan- Shading/ Orientation (sf) Value es Description Window Front (E) ✓24.0 0.750 2 Drapes.Std Window Front (E) 8.0 0.750 2 Drapes.Std Door Front (E), 20.0 0.550 2 Drapes.Std Window Right (NE)� 7.5 0.750 2 Drapes.Std Window Front (E)'� 20.0 0.650 2 Drapes.Std Window Front (SE) � 7.5 0.750 2 Drapes.Std Window Front (E)--� 15.0 0.750 2 Drapes.Std Window Left (S) °24.0 0.750 2 Drapes.Std Door Left (S) '•40.0 0.550 2 Drapes.Std Window Left (S)*-�'_ 56.0 0.650 2 Drapes.Std Window Back (W) 24.0 0.750 2 Drapes.Std PLAN FRONT FRONT LEFT FRONT RIGHT, LEFT TO BASEMENT, BACK RIGHT TO BASEMENT TO ATTIC, VAULT TO BASEMENT TO EXTERIOR TO EXTERIOR TO GARAGE Over - Exterior hang/ Framing Shading Fins Type None Yes Metal None Yes Metal None YWoo��dDiv None ,3 s'' Q,f'e�t`al None tYe`si°�°l�[et�. NoneCO ,,Yes ett l N ��� ` Ne Pie t a 1 ;e� a Metal vQ� e �es Wood % N�ne� Yes Metal V Ne Yes Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Blawat House Date........ 03/27/97 MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence Orientation Window Back Window Back Door Back Door Back Window Back Door Right Window Right Window Right Window Right Window Right Skylight Back Skylight Back FENESTRATION # of Area U- Over- (sf) Value (W) X12.0 0.750 (W) ^-6.0 Z33.4 0.750 (W) Fins 0.550 (W)18.0 0.550 (W)✓ 30.0 0.750 (N) 20.0 0.550 (N) 15.0 0.750 (N) 15.0 0.750 (N) 2.0 0.750 (N) 16.0 0.750 (W);/ 10.0 0.800 (W)_/ 10.0 0.800 FENESTRATION # of Interior Type Over- (sf) (in) Pan- Shading/ Exterior hang/ Framing es Description Shading Fins Type 2 Drapes.Std None Yes Metal 2 Drapes.Std None Yes Metal 2 Drapes.Std None None Wood 2 Drapes.Std None None Glz<50% 2 Drapes.Std None None Metal 2 Drapes.Std None Yes Glz<50% 2 Drapes.Std None Yes Metal 2 Drapes.Std None None Metal 2 Drapes.Std None Yes Metal 2 Drapes.Std None None Metal 2 None None None Metal 2 None None None Metal THERMAL MASS SPECIAL FEATURES/REMARKS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 92 4.0 BATH/HALL AT BASEMENT SlabOnGrade No 300 4.0 TYPICAL AT BASEMENT BelowGrade Yes 108 6.0 RETAINING WALL InteriorVert Yes 12 4.0 HEARTH InteriorHorz Yes 18 0.5 SHOWER InteriorVert Yes 124 0.5 SHOWER ENCLOSURES HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.920 AFUE Attic R-4.2 Setback ACSplit 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .60 EF 50 R-12 SPECIAL FEATURES/REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Blawat House Date........ 03/27/97 MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with 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 section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 1907 Mangrove Ave Ste E Chico, CA 95926 Phone... (916) 894-5719 License. --c,c-�.Ff"� Signed.. )�LF> -'�'/zWS ate ZQLiP:T60 * �1: 3aWAaarV14' Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL- Page 1 MF -1R Project Title.......... The Blawat House Date........ 03/27/97 ******* Project Address........ Flodin s Ct & Nopel Ave. Forest Ranch *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence 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 checklist 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 elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers 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 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. ✓ 150(1): Slab edge insulation - water absorption rate no greater than 0.301, water vapor transmission rate no greater than 2.0 perm/inch. N A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 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. WA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. ra q 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. ✓' MANDATORY MEASURES CHECKLIST: RESIDENTIAL• Page 2 MF -1R Project Title.......... The Blawat House Date........ 03/27/97 MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2: First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum 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. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7811 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. N A 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). ✓ LIGHTING MEASURES Design- Enforce - 150(k): 40 lumens watt or er ment / greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Blawat House Date........ 03/27/97 P t Add F1 d' ' Ct & N 1 Av ******* �ec ress........ ope roo in s e. Forest Ranch *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.37 13.96 0.41 Space Cooling.......... 12.53 14.11 -1.58 Water Heating.......... 11.77 10.26 1.51 Total 38.67 38.33 0.34 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 2023 sf Single Family Detached New Front Facing 110 deg (E) 1 2 ReducedYear Raised Floor 1 17786 cf 966 sf 392 sf 392 sf 21.4 % of floor area 0.67 Btu/hr-sf-F 8.8 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 2023 17786 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Blawat House Date........ 03/27/97 MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 302 0.088 13 110 90 Yes None PLAN FRONT 2 Wall 20 0.088 13 65 90 Yes None FRONT LEFT 3 Wall 20 0.088 13 155 90 Yes None FRONT RIGHT 4 Wall 328 0.088 13 200 90 Yes None LEFT 5 Wall 224 0.088 13 200 90 No None TO BASEMENT 6 Wall 467 0.088 13 290 90 Yes None BACK 7 Wall 14 0.088 13 290 90 No None TO BASEMENT 8 Door 17 0.330 0 290 90 No None TO BASEMENT 9 Wall 604 0.088 13 20 90 Yes None RIGHT 10 Roof 392 0.025 38 n/a 0 Yes None TO ATTIC 11 Roof 359 0.025 38 110 41 Yes None VAULT 12 Roof 339 0.025 38 290 41 Yes None VAULT 13 F1oorExt 574 0.049 19 n/a 0 No None TO BASEMENT PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 14.SlabEdge 9 0.900 R-0 No TO EXTERIOR 15 SlabEdge 33 0.720 R-0 No TO EXTERIOR 16 SlabEdge 32 0.500 R-0 No TO GARAGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 24.0 2 Metal Slider 0.750 110 90 0.88 0.78 Drapes.Std 2 Window 8.0 2 Metal Slider 0.750 110 90 0.88 0.78 Drapes.Std 3 Door 20.0 2 WoodDiv Hinged 0.550 110 90 0.88 0.78 Drapes.Std 4 Window 7.5 2 Metal Slider 0.750 65 90 0.88 0.78 Drapes.Std 5 Window 20.0 2 Metal Fixed 0.650 110 90 0.88 0.78 Drapes.Std 6 Window 7.5 2 Metal Slider 0.750 155 90 0.88 0.78 Drapes.Std 7 Window 15.0 2 Metal Slider 0.750 110 90 0.88 0.78 Drapes.Std 8 Window 24.0 2 Metal Slider 0.750 200 90 0.88 0.78 Drapes.Std 9 Door 40.0 2 Wood Hinged 0.550 200 90 0.88 0.78 Drapes.Std 10 Window 56.0 2 Metal Fixed 0.650 200 90 0.88 0.78 Drapes.Std 11 Window 24.0 2 Metal Slider 0.750 290 90 0.88 0.78 Drapes.Std 12 Window 12.0 2 Metal Slider 0.750 290 90 0.88 0.78 Drapes.Std 13 Window 6.0 2 Metal Slider 0.750 290 90 0.88 0.78 Drapes.Std 14 Door 33.4 2 Wood Hinged 0.550 290 90 0.88 0.78 Drapes.Std 15 Door 18.0 2 Glz<50o Hinged 0.550 290 90 0.88 0.78 Drapes.Std 16 Window 30.0 2 Metal Slider 0.750 290 90 0.88 0.78 Drapes.Std 17 Door 20.0 2 Glz<50% Hinged 0.550 20 90 0.88 0.78 Drapes.Std 18 Window 15.0 2 Metal Slider 0.750 20 90 0.88 0.78 Drapes.Std 19 Window 15.0 2 Metal Slider 0.750 20 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Blawat House Date........ 03/27/97 MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 20 Window 2.0 2 Metal Slider 0.750 20 90 0.88 0.78 Drapes.Std 21 Window 16.0 2 Metal Slider 0.750 20 90 0.88 0.78 Drapes.Std 22 Skylight 10.0 2 Metal Fixed 0.800 290 41 0.88 1.00 None 23 Skylight 10.0 2 Metal Fixed 0.800 290 41 0.88 1.00 None OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 24.0 4 n/a 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 8.0 4 n/a 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 20.0 6.67 n/a 9 4 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 7.5 5 n/a 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 20.0 5 n/a 5 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 7.5 5 n/a 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 4 n/a 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 40.0 4 n/a 7 .16 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 56.0 5 n/a 1.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 24.0 4 n/a 7 .16 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 12.0 3 n/a 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 6.0 3 n/a 5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 20.0 6.67 3 23.5 2 21 2 n/a n/a n/a n/a n/a n/a 18 Window 15.0 5 3 23.5 2 11 12 n/a n/a n/a n/a n/a n/a 20 Window 2.0 1 n/a 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 SlabOnGrade 92 4.0 28.0 0.98 R-0.0 BATH/HALL AT BASEMENT 2 SlabOnGrade 300 4.0 28.0 0.98 R-2.0 TYPICAL AT BASEMENT 3 BelowGrade 108 6.0 20.0 0.98 R-0.0 RETAINING WALL 4 InteriorVert 12 4.0 21.0 0.59 R-0.0 HEARTH 5 InteriorHorz 18 0.5 24.0 0.67 R-0.0 SHOWER 6 InteriorVert 124 0.5 24.0 0.67 R-0.0 SHOWER ENCLOSURES COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Blawat House Date........ 03/27/97 MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic. Run -2023 SF Residence System Type HOUSE Furnace ACSplit Tank Type HVAC SYSTEMS Minimum Duct Efficiency Location 0.920 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS Duct Duct R -value Efficiency R-4.2 0.880 R-4.2 0.870 Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .60 50 R-12 SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Blawat House Date........ 03/27/97 ******* Project Address........ Flodin s Ct & Nopel Ave. Forest Ranch *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Ch ec Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -9627952 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2023 SF Residence GENERAL INFORMATION Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range . ....... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2023 sf 17786 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 110 deg (E) HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 11297 4692 Glazing Conduction ............... 11687 6136 Glazing Solar .................... n/a 10230 Infiltration ..................... 10117 3052 Internal Gain .................... n/a 2100 Ducts ............................ 3310 2621 Sensible Load .................... 36410 28830 Latent Load ...................... n/a 5766 Minimum Total Load 36410 34596 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements,, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. GREGORY A. PEITZ ARCHITECT 1907 Ste. E Mangrove Chico, CA 95926 (916) 894-5719 F(a cd re ie C-� ilZj nem IS L --a0 (N� 0 5 -i I r �a S -� �-t o,E� s e. _ v 4 C 0- V7 C s o> 3 30 'C—Lao u' c/ J'9j 45 T L. &&4/ - i 50 rr h jc � Co a .�, �:.-s a. > (•i �c., (� � ;.� ' ��-o-,c�•J � —11} '-- •�. I 1 iT •f i V t v- l4 bio. . 1. GREGORY A. PEITZ; �� I a�zs ` ARCHITECT �..., _ �..� . ...; 1907 Ste.' L MahgrofVe . . ! t Chico, CA 95926 j { 1 (916) 8945719' ' S�avr 7i 0, d a PC -F'-. PaL F �2 �- T ), Pu= 0-- (1 z coo / o ;6 40 N& C'11283 GREGORY A. PEITZ `f' 9 FU. ARCHITECT 1907 Ste. • E Mangrove Chico, CA 95926 (916) 894-5719 V=OK O = Not OK ` •=Not t Applicable yble NoMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / )Tft. / /Nat. or/ /"L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance -I' MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size. -Spacing -Marriage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater -I' MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 COUNTY OF BUTTE - DEPARTMEIIII DeVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 063-350-002 ZONING BUILDING PERM OWNER TERRY FLODIM TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 5732 DEXTER CIR CONTRACTOR'S NAME TELEPHONE 873@- 0122 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee S ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ FOREST RANCH, CA PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 \ LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome O Other ELEC. FOR WELL SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel 1:1Utilities W Installation ❑ Other ElContractor Describe Work: PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOv OR LESS ) 2ODA OR LESS 23.00 2 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCC UP. OR ADDNS. ( & ACC. BLOS. ) g0 3.50 FT., CONTRACTORS LICENSE LAW I decI re under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions de end my license is in full force a eff ct. Classification License No. © f J 7 ❑ I, as the owner, or my employees with wages as Their sole compensation, 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 contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 ( POW ER APPARATUS ) 6 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) Bni @ r.so Ex. Occu FIXED APPNS. OR ) p' (OUTLETS IRESID.1 EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE-INSPL 23.OV 23.0 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑Tyis-permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ C6.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor 1 certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California 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. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judg nts, costs, and expens s which may in any way accrue against said Count con Dueoft rantin f this permit. .�- Date �' 7, Ignature of pplicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $66.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date ! U PERMIT EXPIRES ON Td 9 (Dere Receipt 167651 WHITE-D.O.S.-B.D. S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .�..,r.-,--r•.y,..w.-�'.�"ti''+�5,�"7+'�`}r �.�+.,,r.:._.�r.FYr�^��.�iti�-n-�.�-.-.. _fYS��•`Y`1 17., �, .:.�.. ,. rf1^.�r'�""�-f'�,i"''..}•v�'M•vi'�'l�if"u�YS�J-`.`T't- . ti - A i COUNTY OF -BUTTE - DEPARTMENT00DE/ELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET YI OWNER A rat o, �3_ 3 �� " Proposed Building Use JJ Building Inspector P. Date At time of permit application, I was a vised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... A. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............... 0............................ . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (constr otion approval required prior to occupancy). .. . . 20. Pre -inspection for D required. .. o s�°ld g Inspedoe (Date) 21. Contractor's license informs ion. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. VMail to contractor. Telephone and hold for pickup at ii office. Deliver with inspector. Other Parcel Creation r' ,(� Acreage Applicant _ I-� ''(/(,. Date jCopy 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 LQ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovillby%%alifo`rnia 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 63 _9�;o , 00 Z ZONING BUILDING PERMIT OWNER` // ^ ' ` III/• ✓C TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNER's MAILIIG r �� 3;7e, CO TAACjO W7NAME 'v` C/_.L/T/OGs TELEPHONE /-2- CON MA1 GA KESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER UC ENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ 87NG AILDRESS LH/ PERMIT FEE $ _ 1—d ` /1. T PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 !FS -1 OK CG /4 /` l.J ` -PARCEL Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBOIVISION'S N E MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPEC IFV Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel 1:1Utilitiesk Installation ❑ Other ElContractor Describe Work: PERMIT FEE$ ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceBOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A NEW CONST. DWELLING OCCUP. OR AODNS. ( a ACC. BLOS. gp CONTRACTORS LICENSE LAW I de%We under penalty of perjury (check one) U I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. G% l Q License No. -1Y ' j Q Classification ❑ I, as the owner, or my emp ogees with wages as their sole compensation, 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 contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. MULTI -OUTLET •NON-RESID. I BRANCH CIRCUITS ) @7.50 POWER APPARATUS ( 6 SINGLE OUTLET CIR. ) I I Ex. Occup. ( OUTLET OR FIXTURES' 20 @ 1.00 sAL. .so Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.I EA. ) Soo fempoiary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 VA 17 -- WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ Timis permit is for $100.00 (valuation) or less. -( have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE 'S Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California 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 conse ence of the granting of th•s permit. /� X Date % % Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is •required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ HAZ. 1 D. FEES I IMP I FLOOD CDF I PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date PERMIT EXPIRES ON Mare(. ceiptNo.ITE-D.D.S.•B.D. AN RV• SSE SOFA/ PINK -INSPECTOR GOLDENROD -APPLICANT Fl1