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062-290-038
062-29-0- G9�-&-- .3Y 13_1505' LANDES, LARRY & SHA ON 36 OLD MILL RD, BERR CREEK NEW SF 026-290981 Sharon LANDES, Larry &'Sharon 36 Old Mill Rd., Berry Crk 1st Renewal of BP#93-1505 062-29-0-038 -96-0998 B LANDES, Larry & Sharon 36 Old Mill Road, Berry Creek (2nd renewal/93-1505)SF 062-290-038 PERMIT#97 0915 LANDES, Larry & Sharon 36 Old Mill Rd., Berry /Cek Complete BP093-1505 062-290-038 PERM #98-0764 & Sha LANDES, Larryha n r r 36 Old Mill Rd.', B /rry Creek 1st Renewal BP#9 '0915 Bill 062 SUMMARY SHEET FOR LAND DIV SI6ONS 1 9 -,1 LANDES, Larry & Sharon / / 0 �- I �I ,-?.�; �� , t... iter �• s � . 7 �� ... °7 RESIDENTLAL ` 062-29-0-001 & 002 <? r7 LANDES, LARRY & SHARON 36 OLD MILL RD, BERRY CREEK NEW SF i V=bK 0 = Not OK Not MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L" ft. / /"Net. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance 1 Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch ' 10. Cert. of Occupancy MISCELLANEOUS . s• Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders 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. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater S. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK 0 = Not OKi1 � - = NoW.0plicable RESIDENTIAL (S = Not Ready OK except #'s (/2. Ftg. ain; Soils -Elect Grnd. Dept 4 tg., Garage; Soils -Steel -EI i Fig. Depth I 4. Fla., Porches & Decks; Soils -Steel-/ /Fla. Depth walls, Main; Slee tfis-Hold Downs and Speci I Anchors 7y/ y [JeSlab; Steel -Wrapped vers -Fireplace Ftg.-S eel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Materiel -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation , 16. Insulation Date/initials (Permit) OK except #'s fWVater Htr.; Vent -Access -Combustion Air -Baffle Wj r Pipe; Test & Anchor -Nail Protection krg-D.W.V.; Test -Fittings & Anchor-Naii Protection Shower Pan; Test, First Floor -Tub Access 20. Tet Tub & Shower, Second Floor -Tub Access Gaas Pipe; Size & Anchors �6 10 Date/initials ELECTRICAL (Permit) OK except #'s 2..�ixture & Transformer Clearance -Ins. Protection Alec. Receptacles Spacing -Lights & Switches at Doors 4 4. §jze Boxes & No. of Conductors -Stapled ex Installed Close to Edge of Studs & C.J. (WE9juip. Ground made up w/Meth. Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size g C r AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / g( or Al. Insulated Neutral ❑ Yes ❑ No 41S0. Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels -Motors -Mach. Equip. 4�2_ othes Closet Light -Shower Light -Spa Light jZf Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s CZC A,.. Ducts Insulation & Support 13 . Vent Fan; Exhaust above insulation 36. Cqadensate Drain & Overflow; Size & Grade . Fyjnirnce-Vent; Access -Comb. Air -Return Air Vent -115 outlet Ib . Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s ,$lis, Proper Material & Anchors 44 IIs Studs -Nailing, Spacing & Bracing -Plates -Sound C41. Bearing Walls over Girders & Floor Nailing 6642'�DraWStop in Walls (rat proof) Stops; Furred Ceilings -Stairs -Chases -Tub W Headers & Beam -Size & Bearing 1 A. Ingle & Duplex) Date/Initials FRAMING -(Continued) In s =roof Brac-Truss-Shthng.-Rfng. ffovireplace Ties or Type A Flue -Fireplace Throat clearance L48 -Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles . drni. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing rgp0y Line Firewall & Openings L: . t. Doors -One 3' -Check Garage -3rd Story, 2 Exits 3. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood n -Roof Overhang -Attic Vents -Rafter Outriggers ,5 ng -Nailing Veneer 56 9UWXn Mesh_Drlp Screed -Fd. Vents-Underflr. Access •57 ng 6(69TGlass Protection -Skylights -Plastic Alilwelf-e—ar Walls;,ailing-B 59. Insulatio -W -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINA ana OK except #'a Ext.teps-Door & Sidelight Protection -Landings 0li!.�m a Detector urnace; Vents -Clearance -Comb. Air -Connector - In C,arage; Above Floor -Ducts -Mach. Protection & Bath Fixtures & Tub (i3t-E1eS_Trim & Subpanel; Breaker Sizes & Labels /A,? Stair &-Rails jp'frre—place or Stove; Clearances -Hearth Ie -Outlets at Wood Panel; Int. & Ext. /3e.-Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance &toVec- Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closer C. Duct in Gareoe-Damoer Po?"r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. . I Garage; Above Floor-Mech. Protection Plb., Elec. & Mach. Equip. Listed for Location ec. Receptacles in Garage; (G.F.I.)-Romex Protection Jw-lis'uiation-Foam-Looked In Attic ❑ Yes &-dra-rd Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage &Wood --Earth Clearance Looked under Floor 80. Following instld.; Drive es ❑ No; Walks es ❑ No; Planters ❑ Yes o t, Electrical. Plumbing 8ants Above Roof; Pibg.-Appliance-Fireplace.to Openings 8 , Electrical, Plumbino LAB. -Exterior Elec. Trim; G.F.I. Receptacle -Underground Vegilation Throughout House from `DT&bQj)o $Meters Ta�e� Gas -Electric • 19#' ater & Sewer Connected -C/O to Grade -HD Approval 19 orgy Compliance Certificate -Other Certificates Comments Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 t CORRECTION NOTICE //3 4AC�- OWNER" PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Date 3 Inspector Y7— �- REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 L 6 OWNER _v PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 197_Inspector 114\411A REV 1 92 J COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 Z,,.,�, ,!. -073`/ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is comple . If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. Date -! 5 Inspector BAL REV 109 COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 .r CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist a't the above address and should be corrected. Please notify this office when correction of work is complete .,ou=have any questions pertaining to this matter, or need additional explanation, please Itthisrofficcee iMWediatel-y-\ Date ' Inspector ( _ REV 10/ 2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 z= 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r4 A -k, lD S 9S =D73</ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. FL 6&4-ses Tv- ST" -1- C0 --W 1'z� Date Inspector REV 10/92 Insulation Certificate BUILDING OWNER kaxi 4 s .�.� ami' BUILDING PERjIIT g3 ' /��� BUILDING LOCATION: 4 f I ' Description of Installation ROOF Material Thickness (inches) Brand Name Thermal Resistance (R -Value) CEILING ` Batt or Blanket Type �� Brand Name Thickness (inches) /` Thermal Resistance_(R-Value) Loose Fill Type Brand Name Contractor's minimum installed weight/e Ib Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance ('R -Value) EXTERIORMAL Material Errand Name air Thickness (inches) Thermal Resistance (R -Value) &'. 2 1 RAISED FLOOR Material �S Brand Name Thickness (inches) 2— Thermal Resistance (R -Value) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installedin the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. General Contractor (Builder) License Number S ignantre and Tide Date S onaactor (Insution Instiller) License Number la U_3v_9 q Signature and Date t THIS CERTIFICATE MUST -BE PROVIDED.: TO THE' BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE::POSTED WTTHIN THE BUILDING. JANUARY 1993 {:�I b: r3. �._ ! i =;[I II�_'i� �'fl r'1_�'i'Fr'.,-f�i=TrIB•J'fI�IPi C1,1Tr P.2,::; • r ... r'PA alff.09" "MA VV%f o ten of'® :e Certificate _ N. 9419 X91 TV IE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mirk of Ames ican Wood Systems (AVIS) were man- ufactured in accordance wt!h the specifications.indicated below, )91 ANSI Standard A190.1.1983, !or Structural Glued Laminated Timber CA.27 r,114T nW, 6X>( /S GICUA9M ( A49 nPF4Id�,,�) 7Z> NI SSFltlGAe CeW67- 4 T .36 04b ///44- 4 is A a����/¢Sr.D �,9•ti��2 - , Job Name Job l.ocatlon Cu510T1er 5 Order No Signxvq Company w842112 7-14-9?_ 09-00447 Date ,_.,.,._ . Mtgr's Order Nn. _ 'rule.— 11' i TY - CONTR 1 S11PMLUIL- SCARE CORP—. Address P. 0. BOX 5G __-_ Date ��'/'�— �--- -----• BOISE, t•D4Ff0 83728 ITIS HEREBY CERTIF=IED 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 manu`:acturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. .��' Michael R. O'Halloran �f �c4 i 4 by 1 Executive Vice: President �4eWASHI401" � IRIS MEEvl% Q13 i CONTRACTOR SALES ART LANE Customer Service I � 342 -MEEK COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION w 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 R IT NO. (Rev.12/96 APPLICATION AND PERMIT .� Ofa�l i�ELFf�1 R ZONIN T`M1 BUILDING PERMIT 1z , LAKRY & SHARON LANDES TELEPHONE - SO. FT. OCC. BUILDING VALUATION EST 37,239, mi BILI MRAL LN . , CASTRO VALLEY , - CA 94546 06a ft R'S NAME TELEPHONE COOJN�JTjR�AjC�T1OOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace ' LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $- 336.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 36 OLD MILL RD., BERRY CREEK Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT -356.50 Fling Fee 20.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: COMPLETE BP#93-1505 (RENEWALS 95-0734, 96-0998) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: YVI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation 1one hundred dollars ($100) or less.) AJ/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 fo with co ly with t ose provisions.This S X _ Date _ �7 Signature of licant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a ACC. BLD.. 3.50FT: NEWCONST. MULTI -OUTLET NO....,..BRANCH CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES zo @ 1.00 BAL @ .50 Ex. Occup. ° RES OR5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 356.50 HA2. D. FEES IMP FLOOD CDF PARCEL I PD HD ISSU 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 D e !� PERMIT EXPIRES ON Det ReceiptNo. ' l WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r�-!•. wz .Y-�:w•w.=.:.'`w''+"•..�-r++h.•Y'r�!-,r^j-.:-�,;t,4, `,•trt�=f-v'„, -.. •- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION N.4. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 �t r PERMIT APPLICATION DATA SHEET OWNER: L �S ASSESSOR PARCEL NUMBER: Z � �L 9 D — O.- & Proposed Buil g Use: Building Inspector: ate: 7/S�ri 2 At time of permit application, I was advised the following data must be submitted prior to permit pioc6s&g and/or issuance: Date Received By ❑ 1. All items have been submi'tted -------------------------------------------------------------------------------------- 0 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6 fEmrgy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 08. azardous Material Form. ----------------- ------------------------------------------------------------------------ ❑9. M ufactured Home data and installati instructions including Tie Down Specifications .------------------ ❑ 10. F s of $------- ----------------------------------------------------------------------------- ❑ 11. Imp ct fees as shown on the attac ed schedule. -, --------------------------------------------------------------- ❑ 12. Califo 'a Department of Fore plan approval/fees. ------- ------------------------------------------------- hf 13. Flood el ation certificate. -------------------------------------------------------------------------------------- �~ ❑ 14. Sanitation d plot plan a roval Health Department. ------------------------------------------- ❑ 15. City of Chico ❑ 16. Plot plan and ❑ 17. Planning approv ❑ 18. Contact Land D% El 19. Encroachmen /P, 1120. Pre-insaectio for ❑21. ❑ 22. ❑23 ❑24 ❑25 license 'license approval from the City of Biggs. (A) Use: (B) Parking: about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ry (construction approval prior to occupancy). --------------------- required Request to Building Inspector on (Number, Name Style, Classification). ----------------------------- Compensation carrier and policy number. ---- Verification (Given to owner ❑, Mailed to owner ❑). -- of signature authorization. 7ecorded copy of Agricultural Acknowledgment Statement. - Letter of intent on building use. ---------------------------------- Manufactured Home utility clearance. -------------------------- 8. Existing violations and/or expired permits. ---------------------------------------------------------------------- 29.. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office�gliver with inspector. F (Date) Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor; designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor; designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your. name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification -is received. 1. I personally plan to provide th�1 jor labor and materials for construction of the proposed property ui ovement : YES NO 2. I HAVE, HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK A SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: -" DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: -R; - An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be -aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi iia, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541�]n PERMITN . (Rev. 12/96) '* APPLICATION AND PERMIT ( / ASSESSOR PARCEL NUMBER 62_ 2 _-- v3 ZOINIING ` BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING DRESS CONSTRUCTION LENDER Fireplace Z e LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINE UCENSE NO. Filing Fee 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG AD s Plan Checking Fee $ BUILDING ADDRE Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SPk, Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ model ❑' Utilities ❑ Installation ❑ Other ❑ Describe Work: e✓� 2, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ _ ELECTRICAL PERMIT Fee 20.00 600VOR LESFiling Main Service 2DDA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service ( TO 46.00so CCU000A NEW CONST. DWELLING OCCUP. 50 DWE200ALLING OR ADONS. ( s ACC. BLDS. 3.5CFT. NON..ES7. =O, AUrj TI O @7.50 POWER APPARATUS 8 SINGLE OUTLET CR. Ex. Occup. OUTLET OR FDTTURES SAL @ I.50 FIXED APPUVS. . OR 5.00 Ex. Occu . ol>iLErs RESIDEA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $35'C . HA2. D. FEES IMP FLOOD I COF I PARCEL I Po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions "to do work been paid. Date (Date) ReceiptNo. �,2.18 85 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT Q9 _01L_ q ASSESSOR PARCEL NUMBER 062-290-038 ZONING BUILDING PERMIT OWNER LANDES, LARRY AND SHARON TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 22�011 CHAPARRAL LANE, CASTRO VALLEY, 94546 CONTRACTOR'S NAME 014NER TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace LENDER'SMAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit Fee iORIGINAL $ 168.25 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 36 OLD MILL ROAD, BERRY CREEK Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF §P Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RENEWAL OF #97-0915 1 ST RENEWAL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE 3 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter i . 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 f r the following reason: t I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc. erns. SO 3.5¢FT. NEW CONST. MULTI.OUTLET NON-RESID. ANC CIRCUITS @7.50 POWER APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FORURES 20 @ 1.00 BAL @ .so ISIS Ex. Occup. ourELETS RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin a 23.00 PERMIT FEE S 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.) mf 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 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthw'thcomply with those provisions. X%_1 Date '7' of ( _ Si ature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction, of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 188.25 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISsu This permit is hereby issued under of the Butte County Code and/or indic d above folwhich fees have c By4-1-1 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date pgr Receipt No. 236675 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signanre. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1: I personally plan to provide the ajor labor and' materials for construction of the proposed property im �ement : YES NO 0 2. I HAVEHAVE NOT 0 signed an application for a building permit for the pro work. Posed 3. I have contracted with the following person (firm) to provide the proposed construction:.. NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following -person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. :�v 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK -- SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: q — `eZ I— q X NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the, California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORNIATION Dear Property Owner: .B. - An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such_ a permit. Building permits are not required to be sig ped by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contraggrs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +irely, Vi ira, C.B.O.,uilding Inspection NOTE: This 0 w n er- B u We r. Info rm a do n is required by Section 19830 of the California Health and Safety Code OVER CeAJNTYOF BUTTE -DEPARTMENT OF DEVELOP MENTSERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-75V9/_ Dri IT APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 062-290 3 � ZONING BUILDING PERMIT OWNER SHARONLARRY & i TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS n ,94546 CONTRACTOR'S NAME TELEPHONE UAiK11 41I CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 49,9.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 36 OLD MILL R PERMITFEE $ 478.00 PLUMBING PERMIT Filing Fee 20.00 BERRY 'Each Trap - ' 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 - USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2ND RENEWAL 9F 93-1595 11AT �-nr (IST FENE4 Mobile Home I S I G W 1 @20.00 PERMITFEE $ Contractor ELECTRICAL PERMITFilin Fee 20.'0 0 Main Service EOO200A OR LESS ( A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm and r penalty of perjury that I am exempt from the Contractors License Law for he following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt S c. Busines and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR NS. ( 8 ACC. SO. 3.5Q FT. UTLEBLDS NEW CT CONST. MULTI.OTLE NON•RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS 8 SINGLE OUTLET CIR. / EX. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL .50 Ex. Occup. FIXED PES D.OEA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor ` OR KERS' COMP SATION DECLARATION 1 hereby affi m 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 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with ose provisions. a- X __ __ Date 5 -_�- V Si a e 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 Is OCC CONST. TYPE TOTAL FEE $ 178.00 HAZ. I D. FEES I IMP I FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated a for which f shave BY PERMITEXPIRESON 4/18/96 I the applicable provisions Resolutions to do work n paid. Date (Date) z%��3�-� y���� ReceiptNo. J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major la r and materials for construction of the proposed pro ,Perty improvement :YES[ NO[ ]. 2. I HAVE[/] HAVE NOT[ ] signed -an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed C I „ construction: NAME: L--0� t g✓ �e �1Nti ADDRESS: 'Zv PHONE: 4oCONTRACTOR'S LICENSE NO. 4. I plan to provide portions of his work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: � C Nrk IE ADDRESS PHONE TYPE OF WORK qgV � "ry 6 � f V � 0�r-ov .- 8' � rl SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: — DATE: ',� ' �- — C1 6 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER .Id— . O.B.-1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personalty performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following, information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of uniicensed persons professing to be contractors is to secure an "ownerbuildef' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sin'cerel Michail C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI 7 County Center Drive - Oroville,;;Califo,,�nia 95965 - Telephone (916) 538-7541 PERMIT o. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 062-290-001/002 ZONING BUIL DI PERMIT OyyNF�L Larry & Sharon Landes TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERSMAWNG ADDRESS 22011 Chaparral Ln., Castro Valley, CA 94546 CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTORS MAILING ADDRESS - Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 458.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 36 Old Mill Rd., Berry Creek PERMITFEE $ 00 pLUMBINGPERMIT Filing Fe 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF B Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other KI Describe Work: _1st renewal of BP#93-1505 Mobile Home I S I G W 1 @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service EOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 Lic. No. NER-BUILDER DECLARATION I hereby affirm under penalty of perjuryt a am exempt from ihe 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 NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ACC. BUDS. ) SO. 3.50 FT. NEW CONST.MULTI-OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER & SINGLE APOPARATUS ) UTLET CIR. EX. Occup. ( OUTLET OR FIXTURES) 20 @ I•00 BAL 0 .SO EX. Occup. (OUFIXED TLETS (RES n.ORA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor .�-WORKERS' COMPENSATION DECLARAIQ��. I 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 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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 hwi hl ly with those provisions. Date' Ignature of plicant -Owner ❑ Contractor ❑ Ag nt 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 Is occ CONST. TYPE TOTAL FEE $ 478.00 HAZ. I D. FEES IMP FLOOD COF PARCEL PD HO ISSU y� This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have ` BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date 4/18/96 (Date) ReceiptNo.% / WHITE-D.D.S.- D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT - COUNTY OF BUTTE Department f DeWelopment Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) ....I��. 2. (have ave not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. / 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 q;? /cr/+� � APPLIC01 10N AND PERMIT C..5 ASSESSOR PARCEL NUMBER 062-290-001/002 ZONING TM -1 BUILDING PERMI OWNER Larry & Sharon Landes TELEPHONE 881-4680 SQ, FT. OCC. BUILDING VALUATION 2,359 R 127 386.00 OWNER'S MAILING ADDRESS 22011 Chaparral Lane, Castle Valley 94552 850 M 15,300.00 CONTRACTOR'S NAME Unknown TELEPHONE 75 C 975.00 540 0 3,780.00 CONTRACTOR'S MAILING ADDRESS Fireplace A 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation is 148,941.00 Filing Fee $ 15,00 LENDER'S MAILING ADDRESS Permit Fee $ 916.00 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $458.00 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $1 409.00 PLUMBING PERMIT Filing Fee 15.00 '16 Old 1 Rd., Berry Creek Each Trap jj 5.00 55.00 Solar or heat pump water heater 20.00 LOT NO, 57/58 SUBDIVISION NAME 1 PARCEL MAP 1 24-3/4/5 Water piping 1 7.00 7.00 Each pas water heater or vent j 7.00 7,00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets j 5.00 5.00 Building sewer j 15.00 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New a. Addition[] Remodel❑ Utilities❑ Installation[] Other ❑ Describe work: New 3 Bedroom Single Family HOme _ Permit Fee $ 104,00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 1 18.501 18.50 Main service 200A TO t000Al 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification FlFIXED I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUP.g\ OR ACDNS. ACC. BLDGS. // X 3.60 q.ft. 112,30 NEW CONSTRULTI.OUT LET NON •RES ID BRANCH CIRC ITS @ 5.00 POWER APPARATUS (1 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES\\ A20 @ 76d APLNS. EX. Occup. OUTLETS IPRESID IREA./ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 Permit Fee $ 145.80 Contractor - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked.Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 1 19.00 9.00 Cooling 1 1.00 11.00 Hood 1 6.5o6,50 ventilation 3 .50 13.50 Permit Fee $ 55,00 I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai t said Co ty i consequence of the granting of this permit. X Date .�-2Y - �(� signature pplicant - Owner [) " Contractor ❑ Agent ❑ // An OSHA permit is required for excavations over 5'0" deep and demolit' n r onit o,_ ion of structures over 3 stories in height. r Mobile Home Installation Fee $ Ener Inspection Fee $ 9Y P 40.00 2 - c� coNSTT PE , TOTAL F E $ 1,753.80 I I RAz D E IMP -� I FL 0 C F PARC PD H S This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI ECTO O P BLIC WORKS BY D�te u PE EXPIRES to Receipt No. 143117// -16 % �a/ I -F WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD-APPLI T I� COUNTY OF' B 7 County Center Ori T DEPARTMENT OF P�IBLIC WORKS' `' PERMIT NO. _ 0 Ile. California 95965 - TFiephone: 916. •538-7541 98-� IS -C) S SLI TION AND PENH OR PARCEL NUM _ r t.a' ZO" —OOZ 6 / • &2 6 740 ' BUILDING PERMIT O E PNON OWNER`/ TS4+A_(e0,17�)1 �. OWN R'S MAILIN AOCRE33 .2Q101`1 (:::111A 1L - 9 - S0. FT. CC- BUILDING VALUATION ' (51 CONjR GT N MED TELEPHONE /' . D O CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuati n $ Filing Fee 15.00 LENDER'S MAILING ADDRESS Permit Fee C11 fe $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee - $ .Q ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �` Permit fee L4Q - $bt3ZLE25 PLUMBING PERMIT ,' • Filing Fee 15.00 f Each Trap 5.00 ,.e) Solar or heat pump water heater 20.00 LOT NqSUBDIVISION NAME PARCEL MAP 7�/-/J9iS Water piping `.7.00 ,O Each qas water heater or vent 7.00 , U USE O STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 "-06 Building sewer 15.00 0J Mobile Home S G W •@ .15.00 TYPE OF WORK Ne/AdditionL_� Remodel.- -. UtilitiesUtilities[]InstallationE, Other ❑ tribe work' da, �� �� ✓ Permit Fee $ Q Contractor - ELECTRICAL PERMIT Filing Fee .. 15.00 Main service 600V OR LESS 1$.50 Z, 200A OR LESS Main service 200ATO100oA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 17 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. Business and Professions Code for this reason LIN9CCUP.b\ 3.60aq.h. oR CONSTADONS. DWE`OG // NEW CONSTR.U TI.OUTLET NON.RESIO BRANCH CIRC ITS @ 5.00 POWER APPARATUS e SINGLE OUTLET CIR. 20 Ex. OCCup(OUTLETS OR FIXTURES L 7611 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESIO.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor i — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Coolin -� Hood 6.50 j Ventilation , Permit Fee S Contractor i I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot •te to enter upon the above-mentioned property for inspection purposes. o agree to save, indemnify and keep harmless the County of Butte against liabilities, judgments, costs, and expenses which may in a way true against said County in consequence of the granting of this per i . X Date -. .: Signature of Applicant — Owner❑ Contraeror .Agent ❑ permit is require for ex votla"s over 5'0" deep and demolition or construct. An OSHA a on of structures over 3 stories in �ght. Mobile Home Installation Fee 00 $ at Ins �" Energy Inspection Fee �7 $ r� occ CONST TYPE TOTAL FEE $ HAz 0FEES IMP FLOOO CDF (P7301 HO ISSUE This permit is hereby issued under the plicable provi- sions of the Butte Cjunty.Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Date ``, _ % /ey . ('' "-t�%o+l.,f '`k"""�r"�";d � , r;..r--•--r,.r...--w'r'..-:�^�- r�..Y��.: �r-�...;{,-..=.I`iC�-"+�-... �.�'t�'11'�v;.��-�e��71'FF;ic�.,��.......,,�-� �+tt'h'y,��� � a. ;�ti ;�,�` �- ,�,µ,, , COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 1 4 L CL� �-7ftA�-QIV A A. P drii Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 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. Ener Design Compliance and supporting documentation . ................... 7. Sta ment of Intent for Non -Heated and A/C Buildings . ...................... 8. E gineered truss details and layout in duplicate (required prior to plan check). .... obilehome data and r�nufac rer's in installation m�tructions, 2 sets. ........... es of $ c�-S..A�-\J........................ . E4110.ln act fees as shown on attached scheda e. . 12. California Department of Forestry plan approval/fees......................... 3. Flood elevation letter (100 year flood) by California Engineer ................... Sanitation and plot plan approval 7 Health Department . - 2 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 (construction approval required prior to occupancy). .. .. .... 20. Pre -inspection for P`e-Inspect'°n requestrequired. .. to Building Inspector (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).........: ; :�����-�-L� 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 . ....................................... When you issue the permit, process as follows: 190' Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant 4Date J �7 Copy of Haz-Mat form sent Health Dept. Fire Dep! Air Pollution to Copy of plans sent Health Dept. Fire Dept. Other a By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: chocked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter tiy" 'Date' Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter Date Plans checked by JQI(-- Date 7—f -93 Plans approved bye< �;; Sets of plans on hold in f File cabinet AP folder - Department of Public Works r-- - " ?- - -� r� Hol Him Almehed Moot Him Auuehed _ d� �.1 � TO; �llilflln�, 1)61jaYtlllent � c,�nNoo&/J FROM: Environmental Health �-' 41 (j � SUBJECT- Sanitation Clearatice 1993 �c2 c2 ? l Owner / Location�<c' htR / AP# V "—CRY l��t/ Private Well Plan Approved for: Sewagc Disposal Water Supply: Pi Clearance for � bedroom �;� they Hold final for: Final clearance O 8/92 { / 0� t COUNTY OF BUTTE - DEPARTMENT OF PgBLIC WORKS 7 County Center Drive - Orovillet California 95965 - TF.iephone: 916.'638-7541 APPLICATION AND PERMIT q,�PERMIT NO. ASSESSOR PARCEL NUMBER -OGZ �%G ZONING ' BUILDING PERMIT OWNER�� /� �� � �J r TELEPHON f 4/4�� SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS a o 1 l t (J 9 s CON TR CT TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee 15.00 LENDER'S MAILING ADDRESS Permit Fee $ d„ ARCHITECT OR ENGINEER _T ICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 0 .0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS i_ Permit fee $//:30t PLUMBING PERMIT Filing Fee 1 15.00 Each Trap 5-00i �W 5K Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME ������ PARCEL MAP ����%�yl�✓ �'7 "3���� Water piping 7.00 2,690 Each qas water heater or vent 7.00 USE 0 STRUCTURE SF Duplex❑ MobilehomeF_J Other SPECIFY Gas piping system 1 - 5 outlets 5.00 " Q� Building sewer 15.00 (' Mobile Home S I G I W @ 15.00 TYPE OF WORK -New: Addition _ Remodel �~]utilittiiees�❑ Installation[ Other ❑ Describe work: - Permit Fee $ Q Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600vORLESS 200A OR LESS 18.50 Main service 20GAT01000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �17 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect./ License ;Jo. Classification 71I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Fl I am exempt under Sec. Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.tr\ OR ADONS. l ACC. SLOGS. / 3.60 sq.tt. NEWCONSTR.MULTI-OUTLET NON .RESID BRANCH CIRC ITS @ 5 00 /POWER APPARATUS tr ISINGLE OUTLET CIR. Ex. Occup( OR FIXTURES 2076d FIXED APLNS. Ex. Occup. OUTLETS PIRESIO )REA.1 I 3.00 Temporary service j 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee Contractor $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. 71 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Coolin C100of Hood 6.50 Ventilation pernit Fee $ eu Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in a way crue said County in consequence of the granting of this per i X Gate Signature of Applicant — Owner L; Contractor �; Agent ❑ An OSHA q ion of structurestoverr 3 stories°In excavations °ver 5'0" deep and demolition or construct- Mobile Home Installation Fee $ It Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ HAz 0FEES IMP FLOOD COF P CPO HDagainst rl This permit is hereby issued under Bions of the Butte Caunty Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the piicable provi:. resolutions to do; i have been paid. j WORKS Date i / Receipt No. ` COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER L���i/ OL%� A.P. NO.O17 6� PROPOSED BUILDING USE �� DATE REC. # DATE REC —iQP1. School District Fees (paid at District Office) .......................... Sheriff Fees. (paid at Building Department) '/ Residential ..........X =$ ,Vy unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. �3. Urban Area Fees (paid at Building Department Residential (per unit) X _$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... //�I- 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other 3a?r5�i5bq 16t.5 / 3/l7 say At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. DATE APPLICANT 7 ;� �",*.+*+ r'ls t#�'kai wu `Yj`'�*;`' � r � tp Y f ���i'��rca^a^ ir�c•?{;,;r�;� ,��""st'� ��%�?';s�`• ri+�y}��`-�tt�t:; .,r;t2 •gid ro r t" . • +� ,: �. � . • . , :y: a ., i ` r ;�:. r"� ;, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District a X a A.P. Number (/ -�- f%� ` Jurisdiction 0 City Property OwnerQ,� Building Department No. � ounty L a K S Property Location/Address AM /�N �� %6( U� Subdivison S f r VAI Lot No. % S Residential Development 0 0 Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial Sq. Footage t New Addition (Including Exterior Roofed Areas) Date Buil ing Departm,pn' a resen ative (Floor Plans reviewed by School District Personnel) *. District Identification No. 9207 1 8 School District certifies thatNJ (Applicant) r U• (Street Address) (Phone Number) (City) has complied with the. requirements of Resolution No. representing square feet. School District r (State) (Zip Code) 05-90 by payment of $ 2 89 a 3-5 Paid by Check Number �$�" Remarks: Bank Number Paid by Cash b /;z Date 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) t; feeformmkl (4/92) AFTER RECORDING RETURN TO: County of Butte Department of Public Works No. 7 County Center Drive Oroville, CA 95965 :.ILDc ---- v --- 3 '� 9- - 93-0285391 Rec Fee 11.00 I Check 11.00 Recorded I Official Records I C BUIiD DEP�E County of Buttei JUL 14 1993 Candace J. Grubbs I Recorder I .10:24am 7 -Jul -93 I PUBL XX 3 CERTIFICATE OF MERGER LANDS BEING MERGED: AP NUMBER(S) D�D� -�-q0 DO D�'L '- 2 �6 d O �-- SUBDIVISION/PARCEL MAP::. BOOK PAGE 344 5 BLOCK LOT(S) -7 0 r As of the 6 day of J✓ 11f those lands noted above are merged to creatd one single parcel of land as .described on Exhibit. -"A" attached hereto. Wil iam Farrel,' Dir cto of Development Services Date OWNERS' CONSENT TO MERGER -..._ as ownersf all that... real property to be merged,/A'o hereby consent and agree to the merger"of such lands into one sin le parcel as described on Exhibit "A" attached hereto: SIGNATURDATE 5roa -L?s SIC i TURE r/2 r't' DATE SIGNATURE DATE -ALL SIGNATURES MUST BE NOTARIZED. � igs Tnvs r� � � �� �N vis Fitir •� y T'aysT, U//i �/�, � �dyv� t� �o, �9 y Z �, LD 1530 (7/92) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT WSW State of County of before me, NAME, TITLE OF OFFICER - E.G., *JANE DOE, NOTARY PUBLIC DATE ' 104 I ersonally appeared NAME) OF SIGNER(S) []personally known to me - OR -proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed ' ° D.KR{STIIdESU11{ERLAND the same in his/her/their authorized T 1 •"°`"' s ca acit les and that b his/her/their ' � Comm. # 962719 � P y ( ) � y 3 a: NOTARYPUBUC-CALIFORNIA sig nature(s) on the instrument the person(s), -� Butte county d My comm. Expires Mar. 29,1996 or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. -28539 fiNo. 5193 OPTIONAL SECTION �� CAPACITY CLAIMED BY SIGNER Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons retying on the document. INDIVIDUAL CORPORATE OFFICER(S) i TITLE(S) PARTNER(S) LIMITED GENERAL ATTORNEY-IN-FACT 0 TRUSTEE(S) �] GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) SIGNATURE OF NOTARY I OPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT THE DOCUMENT DESCRIBED AT RIGHT: NUMBER OF PAGES DATE OF DOCUMENT Though the data requested here is not required by law, SIGNER(S) OTHER THAN NAMED ABOVE it could prevent fraudulent reattachment of this form. ©1992 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 93-28539 LEGAL DESCRIPTION Larry N. and Sharon J. Landes as Trustees of the Landes Family Trust U\A dated August 10, 1.992 Lots 57 and 58 as shown on the Official Map of Feather River Forest Homes, Spring Val ley Addition, recorded in Book 24 of' Maps at Pages 3, 4 and 5. Butte County Recorders office, merged into one parcel,. . 93-050 LA A1,0 l NQS ��''Qy� GggG G�� stn k�y"�'Ex � • * ' S 6-30-96 •' �Q- TF0FCP1CW1 0 eq �.Tkr- 3a.yt Z eq �.Tkr- Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the •Butte County .Code requires this acknowledgement be recorded prior to issuance of a building permit.' 94-017065 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 incon- veniences or discomfort arising from the use- of agricultural chemicals, including, APR 18 1994 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 agricul- tural zones which have as a priority use for productive 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: LOT 57 and. LOT 581 \ - =' CE TAI:; :'?4-r ENTITLED "rEA'lr"R RTVER DR EST HO'AES, SPRING VALLEY ADDITION", i'�In .SAP '�rAS FILED Ii�j 'lHE O PICP, OF T UE RECORDER OF THE COUNTY OF EU T T LSLnA1n E Or CALIFORNIA, iliLY 2; 19:9 IN RO ;K 24 Or M�ApS t AT .rAC ES ; , 4 and 5. . qt� uw, k /Z� 6)6 �9_ -I-L10_ �/I �e 94-017065 94-017065 94-017065 ' 94-0170651 Rec /" Fee '"9. 00 I Check 9.00 Recorded I �! Official Records I County of I Butte I Candace J. Grubbs I Recorder I. 2:44pm 18 -Apr -94 I PUB ` XX 2 ,, _ -. _- .�«.._.�...... _ -,,,,..---.-++.•...••.�s.++,.,.J.'.:.1.*,�w..�w..»._,.. •,1.. _ _ .,.--�..,.w�--:�r.^'+,"y�•:..-die.+,-w:t•�.-aa.:.-...-.t.:-.��a.e,.:.,_ - �Stat of IV County of On�—/ S �,�� before me, Y DATE /� n personally appeared TITLE OF OFFICER - E.G., "JANE DOE, NAME(S) OF SIGNER(S) PUBLIC" ❑ personally known to me - OR proved to me on the basis of satisfactory evidence to be the'person(s) whose name(s) 'rs/are subscribed to the within instrument and ac- knowledged to me that a/they executed the same in h46A e-r/their authorized capacity(ies), and that by h4eAie-r/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. C +assead" e(mE WITNESS y hand and official seal. raoomm,.o�tatiar »•tvaa / SIGNATURE OF NOTARY OPTIONAL - Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT 19 INDIVIDUAL CORPORATE OFFICER TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7184 kx') \7-7 t RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 014NER L�vD�S A.P. # HOZ- 2-797---& j D Z GENERAL Plan Checker (Z- 7-/�,-9z � � 1 J� ing requirements: (sideyards and number of permitted living units). 2! Valuation. moans signed by designer. 4. Proper description of work on application. 5: xisting violations on property. (r�)Itps on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). ecorded notice of violation. PLOT PLAN 1 mplete parcel size and dimensions. */ Setbacks, sideyards, easements, etc. ther buildings or structures. >ading, fills, drainage. S! Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). FAU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN I omplet"e to scale plan with -dimensions-., ' 2V equired windows for light and ventilation (Sec. 1205). ' 3P1 ,Requi'red windows -for second exit (Se(f.4,204). , afights (Chapter 34 & Sec. 5207). n impact glass (Sec. 5406). "quired room sizes, ceiling heights (Sec. 1207). .. 'GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). � 1ght fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 1 a age firewall, door size, and closer (Sec. 503(d)(3)). 1 3'0" exterior exit door (sec. 3304 (f). 1. eplace and wood stove location, alcoves, and clearance. 1 . moke detectors (Sec. 1210). 1 . Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS l�andard bracing or engineered design (Table 25V) ,t-.-U-nasual shape, size, or split level house requiring lateral design. 3-.--CT_er_estory requiring balloon framing and/or engineering. tory building requiring engineered calculations and plans. Wation plan complete enough to construct building. construction details complete enough to construct building. .evations and wall construction details complete enough to construct building Roof construction details complete -enough to construct building. enlace construction details and calcs if necessary. 1�19after ties or bearing ridge beam. 11!Gunge door or porch header sizes. I . Stud heights. Abe soils - special foundation design. staining walls requiring design. �ial Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS -ITEMS TO'LOOK•OUT FOR St irway details: •landings, rise and run, head clearance, handrails Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). •3—trit-}c or stone veneer (Chapter 30) . �-ior plaster - weep screeds (Sec. 4706). 5!/�eper roof pitch for roof convering (Chapter 32). 6. Roof covering type - (fire hazard). sulation - protection. 36" halls and stairways. iving area over garage - complete 1 -hour separation required on garage side incTUdis& supporting walls and posts, etc. x s on three-story dwellings (sec. 3303 & see Mezannines - 1716). 111' ti access and ventilation (Sec. 3205). erfloor access and ventilation (Sec. 2516). aclo�ombustion air for fuel burning appliances - L.P.G. requirements. I�se�uirements on duplexes. 1 Energy design. 14--FTa--s hing at all exterior openings. i7--('"Dlresponsible area requirements. 7-Iq-q3 ►� PA -T§ s�IF_XT' e 4 P,4 N Q I %J*% ovT -To Sco ff PFP P((j)4-TfN l q.t G' M Q UNTY OF BUTTE Orx- W- j7 DEPARTME� F DEVELOPMENT SERVICES �— LAND�DEVELOPMENT DIVISION 7 u ty Centir Drive - 0 v Ile, CA 95965 16) 538-7266 APPLICATION FOR CERTIFICATE OF MERGER CO�AInj BUILDING " APPLICANT Lli Z°5 v �hdwm J Lan p,"'rre 5P144, ADDRESS -2-'1 d L' Q -n a. V . 1 , -P- a5-6-6 Va 11 PHONE - gig t/ - �'(0 8 (� DATE a NOTICE No merger of lots or parcels already improved with one or more living units shall be approved pursuant to this section unless the resulting single merged lot or parcel complies with the density requirements of the applicable zoning ordinance. LOTS OR PARCELS TO BE MERGED: AP NUMBERS) 9D SUBDIVISION/PARCEL MAP: BOOK PAGE 3 S BLOCK LOT(S) S r The following documents, as indicated, must be submitted with this application: 1. Preliminary Title Report(s) showing all affected owners. 2. Site Plan indicating existing improvements, if any, and their location on the property. Show distances from property lines. (4 copies) 3. Copy of legal desc✓r'iption describing the merged single parcel. 4. Owners' consent to merger, signed by all owners of record and notarized. FEE /34�0 uJ BY LD 1520 (7/92) ALL SIGNATUR APPLICANT'S SI4NATURE RECEIPT NUMBER PUBLISH: FINAL COMMENTS: SUMMARY SHEET, FOR LAND DIVISIONS - APPLICANT LARRY N. & SHARON J. LANDES ADDRESS 22011 Chaparral Ln., Castro Valley, CA 94546 OWNER Same PROJECT DESCRIPTION APPLICATION FOR CERTIFICATE OF MERGER LOCATION 1 parcel located on the southeasterly side of Old Mi11 Road, approx. 450 ft. northwest from its intersection with Lakeside Way.••Lake Madrone area.•- ASSESSOR'S PARCEL-,NUMBER(S) 62-29-01 & 02 ZONING ;GENERAL, PLAN PROJECT CONSISTENT? .GENERAL PLAN ^CONFORMANCE •REPORT N/AO,`NTY op/ uyy LAND CONSERVATION ACT + CONTRACTS ? r , JU�t,,� f 4` DATE APPLICATION.RECEIVED June 1. 1993 t AGENT/SURVEYOR%CIVIL ENGINEER Ron Graves & Associates ADDRESS P.O. Box 986, Oroville, CA 95965 ` DATE PLANNING : D,I RECTOR'- S- REPORT PREPARED ENVIRONMENTAL CATEGORICAL EXEMPTION -'DATE FILED DETERMINATION AND DATE NEGATIVE DECLARATION - DATE ADOPTED MIT.NEG.DECLARATION - DATE ADOPTED ENV.IMPACT REPORT - DATE CERTIFIED STATE CLEARINGHOUSE NO. DEVELOPMENT REVIEW COMMITTEE HEARING DATE .+'APPEALED APPEAL HEARING DATE , • BOARD ACTION COMMENTS FOR PLANNING DIRECTOR'S REPORT ASSIGNED TO DISK " + RECEIPT NUMBER a. LD 1005 (11/92) Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of .the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent 94-0170651 Rec Fee 9.00 to land or included within an area zoned I Check 9.00 for agricultural purposes, and residents Recorded I Official Records I of this property may be subject to incon- County of I veniences or discomfort arising from the Butte I use- of agricultural chemicals, including, Candace J. Grubbs I but not limited to herbicides, pesticides, and fertilizers; and from the pursuit Recorder I of agricultural operations including, 2 a 44pm 18 -Apr -94 I PUBL XX 2 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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 theft Real :property:.situate in the County of Butte, State of California, described as follows: LOT 57 and LOT 58, AS SHO'NIN CIN THAT CERTA.II\j MAP ENTITLED "FEATHER RIVER FOREST HOMES, SPRING VALLEY ADDITION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,, STATE OF CALIFORNIA, JULY 231. 1959' IN BOBK 24 OF I;F1APS, AT PAG ES 3, 4 and 5. -hyo-- �.�`�--� 4\J I C,a vLd. e Z/ - /9- 9 54 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT � y State of County of On DATE personally appeared 94-! No. 5907 ❑ personally known to me - OR ::_� proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) 's/are subscribed to the within instrument and ac- knowledged to me that a/they executed the same in 1446A+w/their authorized capacity(ies), and that by IJ7'rw/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. MWL CAM MUNA WTUOM Bancomy WITNESS7y hand and official seal. waomm,«�r•.MAV 1).W 6 o� SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT /9INDIVIDUAL CORPORATE OFFICER TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: _ SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE ©1993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7164 END OF DOCUMENT STRUCTURAL CALCULATIONS FOR CONCRETE CANTILEVER RETAINING WALLS BRANT NIGHTINGALE / DESIGNS 330 CIRCLEWOOD DRIVE PARADISE, CA 95969 cr " CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC ~� � ~��=_�' �� SIGNED ` DATE "FRANK L. TYUKOS, RCE 32434 K�"���"NGDEP"""~"""~~vn'��U� APPROVED ��N������ ���U�88 ~ ~' . . ~ ~_~ ° �~ �� '� � �~u���7~_J�� ^7 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 FLT ENGINEERING SUBJECT: CONC. CANTILEVER RETAINING WALLS 5790 CLARK ROAD ' PARADISE, CA BY: FLT DATE: 3/93 JOB NO.: 3021 PROJECT: BRANT NIGHTINGALE / DESIGNS SHEET 1 OF 19 330 CIRCLEWOOD DRIVE, PARADISE, CA 95969 DESI6N_CRITERIA� STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1991 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) = .11 k/l MAX. LL = .030 x 15 + .010 x (15-3) � .010 x 15 + .008 x 8 + .050 x 5 = 1.03 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF SNOW + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ^ ADD'L WALL DL + FLOOR DL+LL CALCIS PROVIDED FOR: A.1 31-8" HIGH WALL — SHEETS 2 & 3 A.2 41-0" HIGH WALL — SHEETS 4 & 5 A.3 51-8" HIGH WALL — SHEETS 6 & 7 A.4 61-8" HIGH WALL — SHEETS . 8 & 9 B.1 61-8" HIGH WALL — SHEETS 10 & 11 B.2 71-8" HIGH WALL — SHEETS 12 & 13 B.3 81-8" HIGH WALL — SHEETS 14 & 15 B.4 91-8" HIGH WALL — SHEETS 16 & t7 CONSTRUCTION DETAILS — SHEETS 18 & 19 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF PROJECT : BRANT NIGHINGALE / DESIGNS JOB NO. : 3021 DATE : 3/1993 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. " FLT ENGINEERING 5790 CLARK ROAD. PARADISE, CA (916) 872-0254 SHEET 0 OF /f GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (`IP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd'(IN) - SIZE & SPA (IN) ______________________________________________ 0.025 3.75 #4 @ 97.7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: ' � .11 1.03 3.67 3 6 6 1.46 0.14 0.14 0.09 < 1.0 PROJECT : BRANT NI8HINGALE / DESIGNS JOB NO. : 3021 DATE : 3/1993 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 8 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 22 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.016 8.75 #4 @ 148.6 DESIGN TOE REINF.: u #4 @ 24 0.24 0.32 0.86 0.91 2.83 0.59 0.24 0.20 1.83 0.56 832.20 < 1500 106.25 > 0 1394.02 < 1500 668.07 > 0 0.40 > 0.24 0.84 0.21 PROJECT : BRANT NIGHIN8ALE / DESIGNS JOB NO. : 3021 DATE : 3/1993 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): ` ~0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------ 0.058 3.75 #4 @ 41.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICALg #4 @ 24 - HORIZONTAL: 3 COMBINED STRESSES @ WALL: ' | FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET f OF /f .11 . 1.03 4.67----- 4 6 6 1.46 0.24 0.32 0.108 0.180 0.18 < 1.0 FLT ENGINEERING PROJECT : BRANT NIGHIN8ALE / DESIGNS 5790 CLARK ROAD JOB NO. : 3021 PARADISE, CA DATE : 3/1993 (916) 872-0254 CALCIS BY : FLT SHEET J- , OF �4» ~ , FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 ' DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): ' - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): 26 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.037 8.75 #4 @ 64.2 DESIGN TOE REINF.: #4 @ 24 0.38 0.63 1.09 1.46 2.34 0.84 0.31 0.34 2.17 0.78 939.97 < 1500 65.64 > 0 1195.95 < 1500 760.43 > 0 0.61 > 0.38 1.10 0.48 PROJECT : BRANT NIGHINGALE / DESIGNS JOB NO. : 3021 DATE : 3/1993 , CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET & OF 0' GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------------- 0.114 3.75 #4 @ 21.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: ^ '. HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): ^ TOTAL EARTH PRESSURE - Fw2 (KIP): ' MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.083 3.75 #4 @ 28.9 DESIGN REINF. - VERTICAL: #4 @ 24 .11 1.03 5 6 � 6 1.46 0.38 0.63 0.108 0.180 0.32 < 1.0 5.17 4.5 6.00 0.30 0.46 4.3 PROJECT : BRANT NIGHINGALE / DESIGNS JOB NO. : 3021 DATE : 3/1993 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 16 FOOTING KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 30 OVERTURNING FORCE - Fo (KIP): 0.54 OVERTURNING MOMENT - Mo (FT -KIP): 1.08 TOTAL RESISTING WEIGHT - W (KIP): 1.39 RESISTING MOMENT - Mr (FT -KIP): 2.24 OVERTURNING RATIO - SF 2.07 NET MOMENT - Mn (FT -KIP): . 1.16 ECCENTRICITY - e (FEET): 0.42 ECCENTRIC MOMENT - Me (FT -KIP): 0.58 FOOTING AREA - Af (FT^2): 2.50 SECTION MODULUS - S (FT^3): 1.04 SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.074 8.75 #4 @ 32.6 DESIGN TOE REINF.: #4 @ 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET it OF /I 1117.62 < 1500 -2.75 > 0 1200.02 < 1500 738.85 > 0 0.89 > 0.54 1.44 0.94 PROJECT d BRANT N I GH I NGALL—" / DESIGNS JOB NO. . 3021 DATE o 3/1993 CALCIS BY o FLT SUBJECT; CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) e 30 SURCHARGE (FEET)- YIELD FEET)aYIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI)o 2000 FLT ENGINEERING _ 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET p OF" / 9 GRAVITY LOAD — DEAD LOAD (KIP); .11 — LIVE LOAD (KIP): 1.03 OVERALL HEIGHT OF THE WALL — H (FEET): 6. 67 OVERALL HEIGHT OF THE SOIL — Hr (FEET): E THICKNESS OF WALL — TOP (INCHES): E "— BOTTOM (INCHES): G COEFFICIENT — a e 1.4E TOTAL. EARTH PRESSURE — F w (KIP): 0.54 MOMENT — Mw (FT—KIP): 1.08 AREA REINF. (IN�2) 9 d' (IN) SIZE & SPA (IN) 0.197 3.75 1#4 @ 12.2 MIN. VERTICAL REINF. — .15 % (IN' 2) : 0.108 MIN. HORIZONTAL REINF. — .25 % (IN`2)a 0.180 DESIGN REINS. — VERTICAL: #4 C 1 — HORIZONTAL: #4 C 13 COMBINED STRESSES @ WALL: (--).54 :: 1.0 HEIGHT FROM TOP OF THE WALL — H2 (FEET): 5.17 HEIGHT FROM TOP OF THE SOIL — Hr 2 (FEET): 4. 5 THICKNESS OF WALL "— DOTTOM2 (INCHES)o. 6.00 TOTAL EARTH PRESSURE — Fw2 (KIP)-. 0.30 MOMENT C Hw2 — Mw2 (FT—KIP): 0.46 AREA REINF. (IN` 2) ° J 9 is IN) SIZE & SPA (IN) ------------------------ ii.i?8 3.75 #4 @ 28.' DESIGN REINF. — VERTICAL: #4 @ 24 FLT ENGINEERING PROJECT : BRANT NI8HINGALE / DESIGNS 5790 CLARK ROAD JOB NO. : 3021 PARADISE, CA DATE : 3/1993 (916) 872-0254 ^� CALC'S BY : FLT SHEET / OF FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 22 FOOTING KEY - DEPTH & WIDTH (INCHES): 16 _ - BACK TO BACK OF WALL (INCHES) 8 TOTAL WIDTH OF FOOTING (INCHES): 36 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY — SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP) - FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------- 0.119 8.75 #4 @ 20.1 DESIGN TOE REINF.: #4 @ 12 0.74 1.72 1.73 3.46 2.02 1.74 0.49 0.85 3.00 1.50 1140.91 < 1500 10.37 > 0 1083.69 < 1500 754.25 > 0 1.15 > 0.74 1.46 1.53 FLT ENGINEERING PROJECT : BRANT NIGHIN8ALE / DESIGNS 5790 CLARK ROAD JOB NO. : 3021. PARADISE, ICA DATE : 3/1993 (916) 872-0254 CALCIS BY : FLT SHEET Id OF IF SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 . ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ' ' GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): 1.03 OVERALL HEIGHT OF THE WALL - H (FEET.: 6.67 OVERALL HEIGHT OF THE SOIL -.Hr (FEET): 6 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 ' COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.54 MOMENT - Mw (FT -KIP): 1.08 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------- _______________ 0.130 5.69 #5 @ 28.7 MIN. VERTICAL REINF. --.15 % (IN^2): 0.144 MIN. HORIZONTAL REINF, - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 151 COMBINED STRESSES @ WALL: 0.24 < 1.0 PROJECT : BRANT NIGHIN6ALE / DESIGNS JOB NO. : 3021 DATE : 3/1993 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET # OF /? DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 2V FOOTING KEY - DEPTH & WIDTH (INCHES): 14 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 36 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): ' FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.104 8.69 #5 @ 35.9 DESIGN TOE REINF.: #5 @ 24 0.74 1.72 1.83 3.65 2.13 1.94 0.44 0.81 3.00 1149.58 < 1500 71.19 > 0 1149.58 < 1500 757.86 > 0 1.11 > 0.74 1.42 1.32 PROJECT : BRANT NIGHINGALE / DESIGNS JOB NO. : 3021 DATE : 3/1993 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): 1.03 OVERALL HEIGHT OF THE WALL - H (FEET): 7.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 7 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.74 MOMENT -.Mw (FT -KIP): 1.72 ` AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.206 5.69 #5 @ 18.1 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: #5 @' 12 - HORIZONTAL: #5 c 15 COMBINED STRESSES @ WALL: " 0.37 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6.67 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.08 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) _______________________ --------------------------- 0.13o 0.130 5.69 #5 @ 28.7 DESIGN REINF. - VERTICAL: #5 @ 24 A e FLT -ENGINEERING PROJECT : BRANT NIGHINGALE / DESIGNS 5790 CLARK ROAD JOB NO. : 3021 PARADISE, CA DATE : 3/1993 (916) 872-0254 CALC'SJBY : FLT SHEET 43 OF�� FOOTING DESIGN- ---------------- DENSITY ESIGN:_______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 26 FOOTING KEY - DEPTH & WIDTH (INCHES): 2o` - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): 42 OVERTURNING FORCE - Fo (KIP): 0.96 OVERTURNING MOMENT - Mo (FT -KIP): 2.56 TOTAL RESISTING WEIGHT - W (KIP): ' 2.29 RESISTING MOMENT - Mr (FT -KIP): 5.42 OVERTURNING RATIO - Sr 2.12 NET MOMENT - Mn (FT -KIP): 2.86 ECCENTRICITY - e (FEET): 0.50 ECCENTRIC MOMENT - Me (FT�KIP): 1.14 FOOTING AREA - Af (FT^2): 3.50 � SECTION MODULUS � S (FT^3): 2.04 SOIL PRESSURES - DL ONLY - SPt (PSF): 1209.84 < 1500 - SPh (PSF): 96.07 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1125.75 < 1500 - SPh' (PSF): 768.72 > 0 SLIDING RESISTANCE - Fr (KIP): 1.51 > 0.96 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.87 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.30 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------------- 0.181. _______________________________________________0.181 8.69 #5 @ 20.6 DESIGN TOE REINF.: #5 @ 12 PROJECT. o BRANT N I GH I NGALE / DESIGNS JOB NO. . 3021 DATE . 3/1993 CALCIS BY o FLT SUBJEC T a CONCRETE RETE i_ANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN ALL. CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /5' OF /9 GRADE SLOPE RATIO: LEVEL - SOIL EQUIVALENT FLUID PRESSURE (PSF)e 30 SURCHARGE (FEET): o YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE FETE (PSI)a 200o GRAVITY LOAD — DEAD LOAD (KIP) — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET) OVERALL HEIGHT OF THE SOIL — Hr (FEET)-. THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INC=HES) i=OEFFIi=IENT -- a TOTAL EARTH PRESSURE — . Fw (KIP): MOMENT — Mw (FT—F:: I F') e AREA REINF. (IN�2) Yd9(IN) SIZE & SPA (IN) ------------------------------------------------------ 0.307 5.69 #5 @ 12.1 MIN. VERTICAL REINF.-— .15 % (IN"2) MIN. HORIZONTAL REINF. — .25 % (IN• 2)e DESIGN REINF. — VERTICAL: #5 @ 1 — HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL — H2 (FEET): HEIGHT FROM TOP OF THE SOIL — Hr ' (FEET): THICKNESS OF WALL — BOTTOM2 (INCHES). TOTAL EARTH PRESSURE — Fw2 (KIP)g MOMENT @ Hw2 — Mw' (FT—KIP): AREA REINF. (IN"2) e d' (IN) SIZE & SPA (IN) I---"- 0.130 5.69 #5 @ 28.7 DESIGN REINF. — VERTICAL- #5 0 24 1.03 8.67 8 8 8 1.46 0.96 2.56 . 0.144 0.240 0.54 1.03 FLT ENGINEERING PROJECT : BRANT NI8HINGALE / DESIGNS 5790 CLARK ROAD JOB NO. : 3021 PARADISE, CA DATE : 3/1993 (916) 872-0254 CALCIS BY : FLT SHEET /-C- OF FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 32 FOOTING KEY - DEPTH & WIDTH (INCHES): 24 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (lNCHES): 48 OVERTURNING FORCE - Fo (KIP): 1.22 OVERTURNING MOMENT'- Mo (FT -KIP): 3.65 TOTAL RESISTING WEIGHT - W (KIP): 2.71 RESISTING MOMENT - Mr (FT -KIP): 7.49 OVERTURNING RATIO - SF 2.05 NET MOMENT - Mn (FT -KIP): 3.84 ECCENTRICITY - e (FEET): 0.58 ECCENTRIC MOMENT - Me (FT -KIP): 1.58 FOOTING AREA _ Af (FT^2): 4.00 . SECTION MODULUS - S (FT^3): 2.67 SOIL PRESSURES - DL ONLY - SPt (PSF): 1269.75 < 1500 - SPh (PSF): 85.42 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1141.00 < 1500 - SPh' (PSF): 729.17 > 0 SLIDING RESISTANCE - Fr (KIP): 1.85 > 1.22 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 2.33 MAX. MOMENT @ TOE - Mt (FT -KIP): 3.58 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------- 0.281. 8.69 #5 @ 13.2 DESIGN TOE REINF.: #5 @ 12 PROJECT : BRANTNIGHIN8ALE / DESIGNS JOB NO. : 3021 ' DATE : 3/1993 CALCIS BY : FLT ' SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET it' OF 17 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD <KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : .11 1.03 9.67 9 8 8 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 1.22 � MOMENT - Mw (FT -KIP): 3.65 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.437 _______________________________________________0.437 5.69 #5 @ 8.5 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2. (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.130 _______________________________________________0.130 5.69 #5 @ 28.7 DESIGN REINF. - VERTICAL: #5 @ 24 0.144 0.240 0.77 < 1.0 6.67 6 � 8.00 0.54 1.08 �5 ^0 / PROJECT : BRANT NIGHINGALE / DESIGNS JOB NO. : 3021 DATE : 3/1993 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 17 OF /7 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 40 FOOTING KEY - DEPTH & WIDTH (INCHES): 28 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 56 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT _ Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh 1PSF): SOlL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING -TOE 1.50 5.00 3.19 10.50 2.10 5.50 0.61 1.96 4.67 3.63 1223.16 < 1500 145.55 > 0 1065.51 < 1500 744.63 > 0 2.23 > 1.50 EARTH PRESSURE @ TOE - Fv (KIP): 2.86 MAX. MOMENT @ TOE - Mt (FT -KIP): 5.63 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.442 8.69 #5 @ 8.399999 DESIGN TOE REINF.: #5 @ 8 �G T3193 c.41'vril- eYeW CONC,cerc 8Y ._.... _...-.__....._.__..DATE .__.. ._...._.._ SUBJECT...__ SHEET NO. OF -_ '.`_,__-_�._ CHKD. BY ............ ...... DATE --....._._...... )ee7XIMIAla /�VA 40AI.S�r. j%C%/4•/L 3OZ/ ...�...__._...--•-----......._..______....._. JOB NO. - _-- 8 . �t//� hJ /•VG.4L E DES/C� NS �'i¢�i9D/SC Coo . SUJ�,e/M>�O�S'CD P/,t//Sy G,�ADE - G EYFL G O/'FDS P« SHEET / c a0 • ,or a ,B.4,eS Q�pFESS/pNq ,, 2 CC r -'4,P COJ'9P�4 (TED m La 0.3 4 't � (Pf'�l Civ FOF CAUF�� 9/ZZ/Q9� 0 lC4,=-XR uT �► It k �H2� NArll L GIDE OR CON(. SLAB Alore N � rcoyr, cove. .rer "e v B s�--� �V (iYHdWer ,eco v) ,M( PC Jv iv "oe c��/ de 0;444 lgl A' Jy2 N/ N D/M ~DZ /1I A'w♦ -C MGN -a• 4`I �^ A I�9 /e M w/ • .14./ 34' 2¢ 6� A-2 A3 S4 (/ /� v /i " i � jg'" 2= C ` /r a #fie/2" 3 -*0 — — NOTES r�oNS 2 , GAP f/O,e/z , oz 30 8,4: e ol,4 . lfiAl, 3. f F�eFo�� DA✓4/.�/ f i��' TD D.4Y4/GHT /N 2 CU.FT. � �� �M�OM��nQM� Or- D,e, 4/N ROC e14N. fT, IN LN IN UPJ — 0/7770.(/,¢4 GOC,47710.A S. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 ..7__.. DATE ...J1 . SUBJEGT...`/� ��N�'�TSHEET NO.._. / 7 _.OF GHKO.BY.................... DATE ..... _................. _�ET/¢I/vI�IG, QGG CGK�ST. I>�T/�IL JOB NO..-- ZI_...__..__ ,8• /l//�f1T/N6AL E SES/CNS ��,�,4D/SE G'.4 . SlJt�ie/I'l�OS`�D �/�t//SH G,�ADE - LE//EL G O�FGS' Pce SHEEj / r QaoVESSIQNq 2 rCC. C-A,P ' cl uj No. 32434 CIVIL gfFOF Cpl.\F��� r O Cl.Ei4R "'T r,4 '' `t "ye 11 NATURAL CR.foE • #3 09 COrvC. SLAB ��� ,UOrE N f— - —♦-- - t` � '� "- BARS r0/ � rC "-R4RSI I ue y CONT, CONC. e&Y B s� �---� � aV IG, N p8 r po (fj4LL 'RIA' !7Z AT N D/~ rD� � i I2S• 'C N�N AQr A`♦ �^ A •meq G—Z•*S IQ M N/ ,8 • / 6 8 v 2¢ �/ 8 e /2'' /4ti r 8 �� c� y /2 3 O 4 Sc� 2¢ SSC(//5'r SVS 2¢ 2 #SfB �8 2 -res S. 2 7L& a H u P 20 it y 11 3!6 o /i rr S e /2 a 5 36 8� 3(o a # 3-0'r �•� l'8U �8y r/ a �" // /I !f� 8y /r I/ #$e8rr H n '� NOTES •' / . IBES/Grt/ Com'/TFR/A P�`i2 Ci4 LCUG f} T/ONS Sf1F�"T /. 2 , LAP f/O�/Z , �E/rVFOr2C/NG /8 4V ne 30 8,4,e p/,a . ` fly 1, �a M n M OP D,e,4/�t/ 20C,r�L.V fT, l2 r L n 7 EMOMEEMUM - OPT7OV,,44 60Cdr101VS. 5790 CLARK RD., PARADISE, CA. 95969 (916)872-0254 JOSEPH U. HILL, P.E. civil engineer JOB 01- 44 SHEET 1 OF 28 APRIL 1993 BRANT NIGHTINGALE DESIGNS LANDES RESIDENCE LAKE MADRONE BUTTE COUNTY DESIGN The subject of these cases is a partial structural design for Vertical and Lateral loads for a partial' two story, single family residence of conventional wood frame construction. CODE 1991 UBC LOADINGS: ROOF - DL = 15 PSF - LL = 30 PSF (SNOW) WALLS DL = 16 PSF (PLASTER) FLOOR - DL = 10 PSF - LL = 40 PSF QP�F ESS/p� �pVAR1y� 0 0 M W r WIND - P = C.xCgxgsxI - 75 MPH, EXP. B = 0.62x 13x145x 1.0 = 11.69 psf - 0' to 15' = 0.67x13x145x1.0 = 12.63 psf - 15' to 20' = 0.72x 13x 14.5x 1.0 = 1357 psf - 20' to 25' = 0.76x13x145x1.0 = 1433 psf - 25' to 30' 0.84x 13 x 145x 1.0 = 15.83 psf - 30' to 40' SEISMIC MATERIALS: V = ZICw/k ZONE 3 = .30x1.0x2.75w/6 = .138w 1 \ C.AF. .7 -VV - / * I pZc r, OUTTE COUNTY QUrLDiNG DEPARTMGNT LUMBER - 2x & 4x Members - D.F. #2, Fb=1250 psi except 2X studs - D.F. #1, 6X> - D.F. #1, Fb=1300 psi @ BMS, & Fb=1200 psi @ Posts, U.N.O. GLULAMS - Std. Spec's - Gln Lam Tinber A1TC-117, Fb=2400 psi PLYWOOD - APA U.S. Product Std. PSI 1-83 CONNECTORS - Simpson Strong - Tie Noted (or equal) A. & M. BOLTS - ASTM A307, Unfinished STRUCTURAL STEEL - ASTM A36, U.N.O. CONCRETE - Ult. Compr. Strength - P%. = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 ps 1013 toldi lane napa california 945584607 707.252.8135 JOSEPH U. HILL, P.E. Civil/ Structural Engineering 1013 Toldi Lane Napa, CA 94558-4607 707. 2S2. 8135 JOB SHEET NO. OF JUH CALCULATED BY DATE CHECKED BY DATE SCALE Jos Civil ctiiral Engineering 1013 Napa, CA 94558 - 4607 707.252.8135 v JOB-/,-;Y- SHEET NO. v OF CALCULATED BY JUH DATE CHECKED BY DATE SCALE .......... .1 . ( ....../V..._~ -:...L.....:...'... ............ . ............. . ............. 4- 9 . .......... ........ ............ EAM JOSEPH U. HILL, P.E. Civil / Structural Engineering 1013 Toldi Lane Napa, CA 94558.4607 707.252.8135 JOB O/ - SHEET NO. OF CALCULATED BY JUH DATE CHECKED BY DATE SCALE IV/-- A22v T. =I r L (COurm .SOB NO. 0/ .. SHEET 5 OF z8 BEAM DESCRIPTION: BEAM B-1 (MASTER BEDROOM) OVERALL BEAM LENGTH (FEET)....... 14 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 14 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 610 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 4,270 POUNDS. RIGHT SUPPORT = 4,270 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION 1.6 ALLOWABLE BENDING STRESS (PSI)... MOMENT('#) SHEAR(fl LEFT SIDE OF LEFT SUPPORT 15 0 0 RIGHT SIDE OF LEFT SUPPORT 0 4,270 LEFT SIDE OF RIGHT SUPPORT 0 -4,270 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 7.00 FEET FROM LEFT SUPPORT -14,945 0 MATERIAL_ PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.6 ALLOWABLE BENDING STRESS (PSI)... 1300 ALLOWABLE HORIZ. SHEAR (PSI)..... 85 ALLOWABLE OVERSTRESS (%).......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 1495 MAXIMUM ALLOWABLE SHEAR (PSI).... 97.75 SECTION_ PROPERTIES FOR A 3.9 X 15.5 S'E� SHT BENDING STRESS (PSI)........ 1,182 SHEAR STRESS (PSI)........ 86 ,,its® NO. D ( - 4 0-' SHEET �o OF 2P DEFLECTIONS BASED -ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.27 7.00 DEFLECTION FACTOR =,CENTER SPAN / MAXIMUM DEFLECTION= 615.77 LOADINGS LOAD DESCRIPTION: 1.5 X DL UNIFORM LOAD ON CENTER SPAN (PLF)............ 330 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.15 7.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1138.23 x J. U. EEULJL., P.E. 1013 TobB Lmw Nam CA 946m,.m (707) 252-8135 JOB QL SHEET NO. -7 OF CALCULATED BY J.U. HILL DATE CHECVED BY-_ DATE ,,,,,,PROPERTIES OF NOTCHED BEAMS . ..... .. . ............. .............................. .... . ..... ............... ........ ..... . ......... . ............ ....... ..... ......... .. ........... . ............. ............................ ......................... . . . ...... . .. . . ..... .............. ............. ...... ......... ...................................... .............. . ........... .... .... ....... ...... . .. ...... --------- - ---- ....... . . ....... ........ . ............................................... .... ........ ............ . . ........ ............ .. ...... . ............. .... . .. .......... ............... . ..................... ....... .............. . . ..... .... . ..................... .... . . . .................................. ............... . ... ......... ................ .......... . ............. ............... ........ ............... ............... ........ ... ..... ........ ......................... ... ....... . ..... .. . . ......... .............. ......... .............. ...... ..... . .... .......... . .............. ........... - ------ . ............ . . ......... . . ....... .... ............. ............ . . . . . .............................. . ..... ... ........ . ........... . ......... .. ...... .............. .. ........ .... .......................... ....... t ........... . . .......... ... ............. ............. ... . . .... . . ......... . ......... .. ... ....... . ...... .......................................... ............. ... ........ . ............. . . . ........ .. . ....... ... .. .......... ...... ...................... .. ........ .... ... ..... ... .......... . ..... ......... ....................... ......... . . ........... . ... .. ............... . ............. . . .. . ........................ ... ...... . ........... . .... .......... . ........ .... ............. ... .......... . ............. . .... . . . ..... . ............ ......................... .. ......... . b..................... . ............... ............. .. . . ......... .. .. .......... ...... ........ ...... t'r Lie,: ............. ............ . ........................... ................ ....... ........ . ... . ....... . ....... ............ . .. ....... .... . . ............................ ... . . .......... ... .... ........... ....... ..... ........ ..... .......... .. BEAM 'WfDjf .. i . ..... . ....... -- -------- NOTCH-"'Wj.DTH"'w ....... ... ......................... ............. n ...... ...... w in ............. in* ..... ...... ............................. m ............ VOTCH' D2PTH . .. ..... 8--;;--5-0 in ............................. ....... . ........................ . ....... ...................._......_:..........._:..........._D 1 ST"CE OF X X -7 -AXI -6-: .... . ................ . . . .... .... . . . ............. . ............. . .. ... ...... ............. . .... ............ ....... .. . ... ...... . Y. -.X .......... ............... . ...... "momm '', .. ........... FR6K TIM U.-U.....AXIS-o . ............................................................. .......................... . ................ . ............. . .............. 2.9-7.5 X ........ . .......... 9-25 ........................... 2.75.019..: ................ ........... Y . .. .......... . .. MIA ........... ............. .......... 6. 01 ..................... in......._.........................: ........................................ ... ........... 27.50 x 2..50 ......... Yl=W+( :D1/2).........._9.25 ............. 4 ............................ : in- ... ........ . ............ ......... 57.25 ............................................ 343.194 ............................. V-...................... Y2.. = D 2./2 .............. 2.50 : ................................... ....................................... in .--.................... . ........................... ............. . ............ ............. ............................ ............. . ........................................................... . ..... ..... . ... ........ ............................................ Kl Yl ............ . ........... 3.24 ............. . ........... . ............... . .............................. in .............. . .. ........ ..... ..................... . .......... . ... ...................... . ... ............ a ............. . .............. .................... .. .. ................ ............. . .............................. .. . ............................................. ............. . ........ .... .. .......... . ... . ........... ...... ......... ......... . ............ ... . . . ..... ............. . .. ...... ... .. . . ........................... .... ............................. .. . . ............ .......... . ............7.4-4.9..._.._in ...... ....... ..................................... ........ ....... ......... .. I:: X. ... ........ ..... . ....... . .. . ..... . ........... . ..... .......... . ........ .... ......... ... * **' ......... ........... Kx .......... .............. ...... . .............. ........... . . .................. n .................... .................... ..... ..... .................... ............. ..... . ............. ....... ....... ............. . .. . ........... . 179.12 . ......... ... 312.76 ........ ... ... ........... . ..................... :.:; .. .. ................................ I .................... ........................................ <::5: X ....... . ....... . ......... .... .......... 57.29 .............. . ............. 338.35 ..... ...... ------------- ................. .... ....... ............... .......... . . BEAM DESCRIPTION: BEAM B-2 (LIVING ROOM) OVERALL BEAM LENGTH (FEET)....... 24 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 24 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 70 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 6.00 .1,800.00 12.00 1,800.00 18.00 1,800.00 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 3,540 POUNDS. RIGHT SUPPORT = 3,540 POUNDS. MAXIMUM MOMENTS AND SHEARS: JOS NO. •• 4-4SHEET OF 4P - DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 3,540 LEFT SIDE OF RIGHT SUPPORT 0 -3,540 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 12.00 FEET FROM LEFT SUPPORT -26,640 900 TO MATERIAL_ PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION_ PROPERTIES FOR A 5.17 X 15 5�E BENDING STRESS (PSI)........ 1,690 SHEAR STRESS (PSI")........ 67 519EE7- / O a.. A. BEAL8 1rONTV DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL. MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 1.02 12.00 .tog NO. V/ - ef, SHEET g OF �,P DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 283.37 LOADINGS LOAD DESCRIPTION: 1.5 X DL UNIFORM LOAD ON CENTER SPAN (PLF)............ 105 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 6.00 675.00 12.00 675.00 18.00 675.00 DEFLECTIONS 11 BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.61 12.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 475.11 lel C; � / /.,OD's ,'/- 7b 7b C"q-H SES 4 d. U. I3I[.I., P.E. 1018 Dwwara Las Napa, CA 84558 (707) 253-8135 JOB d/ - ¢ SHEET NO./O OF ZIP CALCULATED BY JfH DATE CHECKED BY DATE QPAI C PieOFtri2 T I E S DF h(.6MMPn A914M ff 9, TM • �. BEAM DESCRIPTION: BEAM B-3 (BTWN LVNG & DWNG ROOMS OVERALL BEAM LENGTH (FEET)....... 13.5 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 13.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: LL + UNIFORM LOAD ON CENTER POINT LOADS: DISTANCE FROM LEFT END 6.75 LOAD_ CALCULATIONS DL SPAN (PLF)............ 25 LOAD IN POUNDS. 4,440.00 REACTIONS: LEFT SUPPORT = 2,389 POUNDS. RIGHT SUPPORT = 2,389 POUNDS. MAXIMUM MOMENTS AND SHEARS: JOB NO. d/ 4(4 SHEET // OFZP DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 2,389 LEFT SIDE OF RIGHT SUPPORT 0 -2,389 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 6.75 FEET FROM LEFT SUPPORT -15,555 2,220 TO -2,220 MATERIAL_ PROPERTIES ELASTIC MODULUS (MEGA PSI)....... ALLOWABLE BENDING STRESS (PSI)... ALLOWABLE HORIZ. SHEAR (PSI)..... ALLOWABLE OVERSTRESS (%)......... MAXIMUM ALLOWABLE STRESS (PSI)... MAXIMUM ALLOWABLE SHEAR (PSI).... SECTION_ PROPERTIES FOR A 5.5 X 13.5 : 1.6 1300 85 15 1495 97.75 BENDING STRESS (PSI)........ 1,132 SHEAR STRESS (PSI)........ 48 P, A BEAM 8 -= =011'21 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT). CENTER SPAN 0.23 6.75 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 706.10 LOADINGS LOAD DESCRIPTION: 1.5 x DL UNIFORM LOAD ON CENTER SPAN (PLF)............ 40 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 6.75 3,750.00 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF. THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.20 6.75 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 803.52 JOB NO. o/ —444 (SHEET /Z OFa BEAM DESCRIPTION: BEAM B-4 (BTWN KITC'& DING ROOM) OVERALL BEAM LENGTH (FEET)....... 18 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 18 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 100 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 1.00 1,650.00 9.00 2,040.00 15.00 1,650.00 16.00 2,400.00 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 4,020 POUNDS. RIGHT SUPPORT = 5,520 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION 1.6 ALLOWABLE BENDING STRESS (PSI)... MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT 9.00 FEET FROM LEFT SUPPORT -18,930 MATERIAL_ PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.6 ALLOWABLE BENDING STRESS (PSI)... 1300 ALLOWABLE HORIZ. SHEAR (PSI)..... 85 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 1495 MAXIMUM ALLOWABLE SHEAR (PSI).... 97.75 SECTION_ PROPERTIES FOR A 7.5 X 11.5 : BENDING STRESS (PSI)........ 1,374 SHEAR STRESS (PSI)........ 94 SHEAR(#) 0 4,020 -5,520 0 1,470 TO JOa NO. 0'/ .. 4( SHEET 3 OF M -570 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.45 FEET. MAXIMUM DEFLECTIONS: DEFL. CENTER SPAN DEFLECTION FACTOR = CENTER SPAN LOADINGS JOB N0. 0 - 4� ¢ SHEET 14, 4F 7<P . (INCHES) POSIT. (FT) 0.70 9.01 / MAXIMUM DEFLECTION= 310.76 LOAD DESCRIPTION: 1.5 X DL UNIFORM LOAD ON CENTER SPAN (PLF)............ 150 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 1.00 615.00 9.00 765.00 15.00 615.00 16.00 2,145.00 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.45 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.49 9.01 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 439.20 I Lo 44 BEAM DESCRIPTION: BEAM B-5 (KITCHEN SLDG DR HEADER) OVERALL BEAM LENGTH (FEET)....... 6.5 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 6.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 100 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 0.75 4,020.00 3.25 2,040.00 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 4,901 POUNDS. RIGHT SUPPORT = 1,809 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT 3.25 FEET FROM LEFT SUPPORT -5,351 MATERIAL_ PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.6 ALLOWABLE BENDING STRESS (PSI)... 1300 ALLOWABLE HORIZ. SHEAR (PSI)..... 85 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 1495 MAXIMUM ALLOWABLE SHEAR (PSI).... 97.75 SECTION_ PROPERTIES FOR A 5.5 X 13.5 : I BENDING STRESS (PSI)........ 389 SHEAR STRESS (PSI)........ 97 SHEAR (#) 0 4,901 -1,809 0 556 TO -1,484 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.16 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.02 3.24 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 3721.06 JOSEPH U. HILL, P.E. 1013 TOLDI LANE NAPA, CA 94558-4607 TEL: (707) 252-8135 PAGE:—/7— OF 7-P — JOB NO: 01 - 44 SUBJECT: NIGHTINGALE DESIGN LANDESS RESIDENCE DATE: 04-93 BY : J HILL RETAINING WALL DESIGN --------------------------- > DESCRIPTION : RETAINING WALL RW - 1 5'-0" HIGH > DESIGN DATA 30.0 pcf (horiz:vert,O=Level) Soil Bearing Press = 1,500 psf FOOTING Active Fluid Press = 30 pcf Ftg/Soil Friction = 0.35 Passive Pressure = 200 pcf f'c - Concrete = 2,500 psi Soil Density = 110 pcf Fy - Reinforcement = 40,000 psi > WALL LOADING CONDITIONS Slope of Backfill = 0 :1 Design Fluid Pressure = 30.0 pcf (horiz:vert,O=Level) 996 psf 1,500 = Allow (Corrected for Slope) SOIL PRESSURE @ HEEL = Surcharge over Toe = 0 psf Surcharge over Heel = 0 psf Shall Surcharge be used in Resisting Moment? Y=1, N=0 --> 0 <__ Soil Ht over Toe = 12 in ; Axial Load on Stem = 330 plf Wall Ht above Soil = 0.5 ft ; ONE-WAY SHEAR AT Load @ Wall Above Soil= 0 psf ADJACENT FOOTING LOAD ; Width of Footing = 0 ft Footing Load = 0 pif Ftg. Dist. from Wall = 0 ft Spread Footing ? Depth of Bearing Below Y=1 , N=O _-> 0 Soil @ Rear F.O.W. = 0 ft UNIFORM LOAD (Added)= 0 pif Bottom Above T.O.F. = 0.00 ft Top Above T.O.F. = 0.00 ft WALL & FOOTING GEOMETRY ----------------------- > RETAINED HEIGHT = 5 ft > Footing Thickness = 6 in (above T.O.F.) > Key Depth = 0 in > Toe Width = 1.25 ft > Key Width = 0 in Stem Width = 0.50 ft > Toe / Key'Dist. = 0 ft > Heel Width = 0.5 ft FOOTING WIDTH = 2.25 ft STABILITY SUMMARY ; SOIL PRESSURE @ TOE = 996 psf 1,500 = Allow ; SOIL PRESSURE @ HEEL = 283 psf FACTOR OF SAFETY : Overturning = 2.66 >= 1.5, --> OK ; FACTOR OF SAFETY : Sliding = 1.53 >= 1.5, --> OK ; ONE-WAY SHEAR AT TOE SIDE OF STEM = < 1 > OK ; ; ; ONE-WAY SHEAR AT HEEL SIDE OF STEM = < 1 > OK ; JOSEPH U. HILL, P.E. 1013 TOLDI LANE NAPA, CA 94558-4607 TEL: (707) 252-8135 PAGE: OF JOB 'NO: 01 44 SUBJECT: NIGHTINGALE DESIGN LANDESS RESIDENCE DATE: 04-93 BY J HILL STABILITY CHECK Rebar Cover = 3.5 --------------- > NOTE: Should 1/3 of Active > % Steel Minimum = Pressure be used as Vertical --- d = Pressure at rear face of stem? Y=1 , N = 0 ---». 1 0.121 OVERTURNING MOMENT = 832 ft-# = 18.82 RESISTING MOMENT = 2,217 ft-# MAX. LATERAL FORCE = 454 # FACTOR OF SAFETY Overturning = 155.66 --> 2.66 one Way Shear: SLIDING CHECK #4 @ 19.5" #7 @ 59.5 ------------- Max. Lateral Force = 454 # > Ht. of Soil to Neglect = 0.00 in Max. Resis. Force = .694 # Passive Pressure = 225 # F.S. : Sliding = 1.53 Friction Pressure = 469 # SOIL PRESSURE HEEL DESIGN ------------- Eccentricity from CL = 0.19 ft Kern Distance = 0.38 ft --> 1 UN -FACTORED FACTORED Mull= Downward = > SOIL PRESSURE @ TOE ----------- -------- = 996 psf 1,693 psf ft-# > SOIL,PRESSURE @ HEEL = 283 psf 0 psf TOE DESIGN Mu"= Upward Mu' = Downward = 1075.21 ft-# Mu : DESIGN MOMENT = 875.60 ft-# = 199.609 ft-#. Rebar Cover = 3.5 in > % Steel Minimum = 0.0012 d = Thk-Cover = 2.50'in As : Required = 0.121 in-2/ft 'm' _ = 18.82 As : Provided = 0.121 in-2/ft R -u = 155.66 psi one Way Shear: Tr #4 @ 19.5" #7 @ 59.5 " FV = 2*(f'c-.5) = 100.00 psi #5 @ 30.5 " #8 @ 78.5 " Actual Shear / Phi= 59.71 psi #6 @ 43.5 " #9 @ 98.5 " HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=0 --> 1 Mull= Downward = 109.375 ft-# Mu : DESIGN MOMENT = 109.37 ft-# Mu' = Upward = 0 ft-# Rebar Cover = 2 > % Steel Minimum = 0.0012 d = Thk-Cover = 4.00 in As : Required = 0.009 in-2/ft 'm' _ = 18.82 As : Provided = 0.058 in-2/ft R -u = 7.60 psi One Way Shear: Try: #4 @ 41.50 " #7 @125.50 " Fv = 2*(f'c-.5) = 100.00 psi #5 @ 64.50 " #8 @164.50 " Actual Shear / Phi= 1.34 psi #6 @ 91.50 #9 @208.50 " JOSEPH U. HILL, P.E. 1013 TOLDI LANE NAPA, CA 94558-4607 TEL: (707) 252-8135 PAGE:-'?- OF 2� JOB NO: 01 - 44 SUBJECT: NIGHTINGALE DESIGN LANDESS RESIDENCE DATE: 04-93 BY : J HILL ----------------------------------- TOP STEM SECTION DESIGN ----------------------- --- > WALL MATERIAL CONCRETE = 1., MASONRY = 2 --» 1 « -- > f'm Masonry . = 1,500 psi > Bottom Ht. above TOF = 0 ft >.Fs : For Masonry = 20,000 psi Loaded Section Height = 5.50 ft > f'c Concrete = 2,500 psi > Fy : For Concrete- = 40,000 psi Total Lateral Press. = 375 # > Load Factor. = 1.00 Maximum Ms:Service = 625 ft-# > Grouting? Y=1 N=0 > 0 > Inspected ? Y=1 N=O> 0 > WALL THICKNESS = 6 in > Center=1 , Edge=2 -> 2 Masonry Actual Allow. f'm = NA NA psi fs = NA NA psi Bond Length Req'd = NA in > REBAR SIZE REQ'D SPACING Rebar Area Supplied 'd' for design Allowable Unit Shear Actual Unit Shear # 4 = 19.75 in = 0.12 in -2 = 4.00 in = 100.0 psi = 13.3 psi JOSEPH U. HILL, P.E. PAGE: z1a OF Ze 1013 TOLDI LANE JOB NO: 01 - 44 NAPA, CA 94558-4607 SUBJECT: NIGHTINGALE DESIGN TEL: (707) 252-8135 LANDESS RESIDENCE DATE: 04-93 BY,: J HILL -------------------------------------------------------------------------------- RETAINING WALL DESIGN --------------------------- > DESCRIPTION : RETAINING WALL RW - 2 3'-6" HIGH > DESIGN DATA Soil Bearing Press = 1,500 psf FOOTING Active Fluid Press = 30 pcf Ftg/Soil Friction = 0.35 Passive Pressure = 200 pcf f'c - Concrete = 2,500 psi Soil Density = 110 pcf Fy - Reinforcement = 40,000 psi > WALL LOADING CONDITIONS ----------------------- Slope of Backfill = 0 :1 Design Fluid Pressure = 30.0 pcf (horiz:vert,O=Level) (Corrected for Slope) Surcharge over Toe = 0 psf Surcharge over Heel = 0 psf Shall Surcharge be used in Resisting Moment? Y=1, N=0 --> 0 <-- Soil Ht over Toe = 12 in Axial Load on Stem = 330 if Wall Ht above Soil = 0.5 ft Load @ Wall Above Soil= 0 psf ADJACENT FOOTING LOAD Width of Footing = 0 ft Footing Load = 0 plf Ftg. Dist. from Wall = 0 ft Spread Footing ? Depth of Bearing Below Y=1 , N=0 --> 0 Soil @ Rear F.O.W. = 0 ft UNIFORM LOAD (Added)= 0 plf Bottom Above T.O.F. = 0.00 ft Top Above T.O.F. = 0.00 ft WALL & FOOTING GEOMETRY ----------------------- > RETAINED HEIGHT = 3.5 ft > Footing Thickness = 6 in (above T.O.F.) > Key Depth = 0 in > Toe Width = 0.5 ft > Key Width = 0 in Stem Width = 0.50 ft > Toe / Key Dist. = 0 ft > Heel Width = 0.25 ft FOOTING WIDTH = 1.25 ft STABILITY SUMMARY ------------------------------------------------- SOIL PRESSURE @ TOE = 1,470 psf 1,500 = Allow SOIL PRESSURE @ HEEL = 54 p8f FACTOR OF SAFETY : Overturning = 2.33 >= 1.5, --> OK FACTOR OF SAFETY : Sliding = 2.24 >= 1.5, --> OK ONE-WAY SHEAR AT TOE SIDE OF STEM = < 1 > OK f ONE-WAY SHEAR AT HEEL SIDE OF STEM = < 1 > OK JOSEPH U. HILL, P.E. PAGE: 2/ OF ZOO - 1013 TOLDI LANE JOB NO: 01 - 44 NAPA, CA 94558-4607 SUBJECT: NIGHTINGALE DESIGN TEL: (707) 252-8.135 LANDESS RESIDENCE DATE: 04-93 BY : J HILL -------------------------------------------------------------------------------- STABILITY CHECK --------------- > NOTE: Should 1/3 of Active Pressure be used as Vertical --- Pressure at rear face of stem? Y=1 , N = 0 --->> 1 OVERTURNING MOMENT = 320 ft-# RESISTING MOMENT = 746 ft-# MAX. LATERAL FORCE= 240 # FACTOR OF SAFETY Overturning,--> 2.33 SLIDING CHECK ------------- Max. Lateral Force = Max. Resis. Force = F.S. : Sliding = SOIL PRESSURE ------------- Eccentricity from CL 240 # > Ht. of Soil to Neglect = 0.00 in 537 # Passive Pressure _. 225 # 2.24 Friction Pressure = 312 #. > SOIL PRESSURE @ TOE > SOIL PRESSURE @ HEEL 0.19 ft Kern Distance = 0.21 ft UN -FACTORED FACTORED ----------- -------- 1,470 pef 2,498 pSf 54 psf 0 ps f TOE DESIGN ---------- Mull= Upward = 261.201 ft-# Mu : DESIGN MOMENT = 229.26 ft-# Mu' = Downward = 31.9375 ft-# Rebar Cover = 3.5 in > % Steel Minimum = 0.0012 d = Thk-Cover = 2.50 in As : Required = 0.031 in-2/ft 'm' _ = 18.82 AS : Provided = 0.036 in-2/ft R -u = 40.76 psi One Way Shear: Tr 4 " #7 @ 200.5 " FV = 2*(f'c-.5) = 100.00 psi #5_@ 103.5 " #8 @ 263.5 " Actual Shear / Phi= 36.97 psi #6 @ 146.5 " #9 @ 333.5 HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=0 --> 1 Mull= Downward = 20.125 ft-# Mu : DESIGN MOMENT = 20.125 ft-# Mu' = Upward = 0 ft-# Rebar Cover = 2 > % Steel Minimum = 0.0012 d = Thk-Cover = 4.00 in As : Required = 0.002 in-2/ft 'm' _ = 18.82 As : Provided = 0.058 in-2/ft R -u = 1.40 PSI One Way Shear: Try: #4 @ 41. 50 1#7 @125.50 " Fv = 2*(f'c-.5) = 100.00 psi #5 @ 64.-50 " #8 @164:50 " Actual Shear / Phi= 2.82 psi #6 @ 91.50 " #9 @208.5b " JOSEPH U. HILL, P.E. 1013 TOLDI LANE NAPA, CA 94558-4607 TEL: (707) 252-8135 PAGE: ZZ OF JOB NO: 01 - 44 SUBJECT: NIGHTINGALE DESIGN LANDESS RESIDENCE DATE: 04-93 BY J HILL ------------------------------------------------------------ TOP STEM SECTION DESIGN ----------------------- > WALL MATERIAL CONCRETE = 1, --- MASONRY = 2«-- > f'm Masonry = 1,500 psi > Bottom Ht. above TOF = 0 ft > Fs : For Masonry = 20,000 psi Loaded Section Height = 4.00 ft > f'c Concrete = 2,500 psi > Fy : For Concrete = 40,000 psi Total Lateral Press. = 183.75 # > Load Factor = 1.00 Maximum Ms:Service = 214.37 ft-# > Grouting? Y=1 N=0 > 0 > Inspected ? Y=1 N=O> 0 > WALL THICKNESS = 6 in > Center=1 Edge=2 -> 2 > REBAR SIZE # 4 Masonry Actual Allow. REQ'D SPACING = 41.00 in f'm = NA NA p81 Rebar Area Supplied = 0.06 in -2 fs = NA NA psi 'd' for design = 4.00 in Bond Length Req'd = NA in Allowable Unit Shear = 100.0 psi Actual Unit Shear = 6.5 psi J BILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 /`SHEJOB 1 0/— SHEET ET NO. Z3 OF CALCULATED BY ��/ DATE CHECKED BY DATE SCALE i s i N i _ . j • 7r 60* �� �V �V i G4 - i i t i i t i _ 3 �4 co�.r. ......... -- _ .......... _....- -- -- -- -/V i i JOSEPH U. EML9 P.E. Civil/ Structural Engineering 1013 Toldi Iane Napa, CA 94558.4607 707.252.8135 JOB SHEET NO OF - CALCULATED BY JUH DATE - CHECKED BY DATE SCALE .4 JOSEPH U. HILL, P.E. JOB ¢ 0 Civil/ Structural Engineering SHEET NO. OF 1013 Toldl Lane Napa, CA %558.4607 CALCULATED BY JUH DATE- 707.252.8135 ATE 707.252.8135 CHECKED BY DATE SCALE JOSEPH U. HILL, P.E. Civil/ Strudural Engineering ' 1013 T"oldi Lane Napa, CA 94558.4607 707.252.8135 JOB o�- ¢ SHEET NO. OF CALCULATED BV JUH DATE CHECKED BY DATE SCALE .JOSEPH U. HILL, P.E. Civil/ Structural Engineering 1013 Toldi Lane Napa, CA 94558 - 4607 707.252.8135 JOB SHEET NO. 7R / OF CALCULATED BY JUH DATE CHECKED BY DATE SCALE JOSEPH U. HILL, P.E. Civil/ Structural Engineering 1013 Toldi Lane Napa, CA 94558.4607 707.252.8135 JOB O/ SHEET NO. / OF CALCULATED BY JUH DATE � FZ CHECKED BY SCALE DATE Mandatory Measures Checklist; Residential MF -1 R , NOTE: Lowrise residential buildings subject to the Standards must contain lineae measures regardless of the compliance Certificate of Compliance: Residential • Climate Zone 11 approach used. Items marked with an asterisk (') may be superseded by more-stnngent 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 r mandatory measures whether they are shown elsewhere in the documents or on this checklist only. projectTttle oLs wA % l—L Myth Buildin�0 %- rb DESCRIPTION DESIGNER ENFORCEMENT project Address Checked By / Date Building Envelope Measures - Doeumentatlon Author Telephone Enforcement Agency Use Only ' §150(a): Minimum R•19 ceilino insulation. Fenestration§150(b): Loose fill insulation manutacturer's labeled FI -Value. ' §1 50(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). BUILDING DATA ,Area % §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R•8 in concrete raised floors. North � T► f Conditioned Floor Area Z 9 Number of Stories �� §1 so(I): Slav sopa int-sulation -water absorption rate no greater than 0.3%. water vapor transmission rate no East � 3 o O greater than 2.0 oernvinch. ; slab/Raised Floor �tZ&M99b Number of -Units South O • §118: Insulation specified or installed meets California Energy Commission duality standards. Single Family Detached (SFD) [ ] Addition Alone West go _m Indicate type and form.] Single Family Attached (SFA) [ ] Existing Building Skylight O §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls[ ]' Multi -Family (MF) [ ] Existing -plus -Addition Total a- Doors ano windows between conditioned and unconditioned spaces oesioned to limit air leakage. b. Manufactured fenestration products nave label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. B UII.DING SHELL INSULA710N §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. , §1 50(f): Special infiltration barrier installed to comply with 5151 meets Commission quality standards. Component Insulation Locants Comm .'.= §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs Type R -Value (aalie. to garage. rrpira:. etc-) 1. Masonry and factory -built fireplaces have: f%� a. Closeable metal or glass door Roof ............. I?=— b. Outside air intake with damper and control ROOF ............. c. Flue damper and control 2. No continuous burning gas pilots allowed. yVaII.............. Space Conditioning, Water Heating and Plumbing System Measures Wall ............. §110-13: HVAC eouioment. water heaters, showerheads and faucets certified by the Commission. Floor ............. _ §1 50(i): Setback thermostat on all applicable heating systems. Floor ............. _ §150(j): Pipe and Tank Insulation Slab Edge ....: 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation FENESTRATION Shadingn blanket (8.12 or oreater) or combined intenovextenor insulation (R-16 or greater). ces 2 First 5 feet of pipes closest to water heater tank non -recirculating systems, insulated (R-4 or greater). Een@StrStlOn Area Interior Exterior OVerhan Fi811ittl 3. All buried or exposed piping insulated in recirculating sections of hot water system. Type g g Type 4. Cooling system piping below 55OF insulated. Orientation (sf) (single, double) (roller blind, ete.) (shkta crem etc.) (yes/no) (metaltwood) 5. Piping fnsuiated between heating source and indirect hot water tank. ' §150(m): Ducts and Fans North � � `� �� RAW 1. Ducts constructed. installed and seated to comply with UMC Sections 1002 and 1004: ducts insulated NO tz 11 to a minimum instafleo value of R-4.2 or ducts enclosed entirely within conditioned space. East ( ) 2. Exhaust fan systems nave oackdraft or automatic dampers East ( ) 3. Gravity venuiatino systems serving conditioned space have either automatic or readily accessible. manuafiv operawo campers.. SOUth §114: Pool and Spa Heauno Systems and Equipment SOU Ch 1. System is certified wltn 78% thermal efficiency, on•o f switch. weatherproof operating instructions. no electric resistance Heating and no plot light. West 2 System is instailea with: West / Q —_ a. At least 36• pile opools o filter and healer for future solar heating. Skyll gilt....... _ 2 b. Cover for outcoor pools or outdoor spa. 3. Pool system has cirectionaf inlets and a circulation pump time switch. THERMAL t� ASS I��R §115: Gas-fired centra: furnace. pool neater, spa neater or household cooKino appuanoe have no Type/Covering Area Tl1iCICneSS Tr continuously burino phot tight. (Exception: Non-etectncal cooking appliance with pilot < 150 Whir.) (slab/exposed. tile. etc(sf) inches Locadon/Descr7Fip(,* itt emi, bath, e Lighting Measures § I50(k): 40 lumenswar, or oreater for oeneral lighting in kitchens and rooms with water closets: and recessed ceuino fixtures iC iinsufauon ccven approveo. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to compy 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 HVAC SYSTEMS tiiinimum Duct iridmdiral with overall design resporufbifity. When this certificate of compliance is submitted for a single building plan to be built in multiple Type (furnace, air Efficiency Location Duct Heat ]?gyp orientations, arty Shading feature that is varied is indicated in the Special FeammsfRemrks asection. conditioner. hent Dump) (A F U E , SEER.HSPF) (attic, etc.) R -Value Thermostat Tvoe (svl� t nr �1 Designer or Owner (per Business a Professions code) Documentation Author. ,r - ss y Name: Name: Tide/Firm: Tide/Firm: • • �� , � Address: Address: Telephone: Telephone: Lic. a: — IIOT NATER SYSTEMS .rte (signaawre) (oats) (signature) (dam) R Value System Type (storage gas, etc.) Capacity Number Energy Factor Ext- Tank _Ing" ^jJgt-r; hnt; rxn EnforcementIG Agency t sC� • 0 to r S3 - 17—STT) Name: IG Title: Agency: SPECIAL FEATURES/REMARKS Teleonone: (s,gnaturerstamp) (date) Point System Summary: Climate Zone 11 Point Scores i. Ceiling insulation 3 g or C_ R-vajue[ U -value (0.028] 2. Wall Insulation9 or R-val U -value [0.065] 3. Raised Floor Insulation 719] or R -value 19] U -value 10.0371 4. Slab Edge Insulation or R -value [01 F2 tactor [0.751 5. infiltration Any Ducts in Unconditioned Space? ( Y / N) (YJ 6. Fenestration Heat Loss 914 = tllV YZ- ,0 t V0 /f, Type U -value (0.651 Total % Fenes. [16] sum 1-6 7. Fenestration Heat Gain % Fenestration SCshade open Eff. % Fenes. Shade Eli. Ratio North Z' (O X - r g East ,t7 X Zta �f - $OUth so X_ West • X _.!% Skylight _C;p_ X r-► t)1 Overhangs? ( Y / N 8. Interior Thermal Mass or °'. Slab (201 Int Mass/CFA 9. Exterior Wali Mass Ext Wall Masac_ � m 7-9 10. Heating System -. 9a X : 6 3 AFUE or HSPF Duct Effie. (1 story: Effective AFUE Zonal Control p al 0.83: 2+ sto : 0.681 or HSPF Adjustment (01 11. Cooling System x SEER (10.01 Duct Etfic. 11 story: Ettecove SEER Zona►Conttol 0.81: 2+ story: 0.871 Adjustment (01 12. Water Heating System 1 -� H ater Ty Energy Factor Ext A. R -value Auxiliary Input Dis>rttwtion (SG501 (0.53[ [121 (None1 (STD] System 2 Heater Type (None[ Energy Factor ' Ext-lns. R -value Auxuiiary input Distribution e; . Point Total: 1. Ceiling Insulation R-0 Number of stones -43 R•vaiue One Tvro Tsiee"- R-0 -74 -48 )-27 R-19 -5 -4 -2 R-30 -1 -1 0 R-38 0 0 0 2. Wall Insulation 32 Number of stones -16 R -value Single• Single - R-0 -14 •9 Family Family MuUtf- R-0 -72 -57 -43 R-11 -7 A .4 R-13 -5 -4 -3 R-15 .4 -3 -2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation -23 •16 Insulation in Floor 36 32 Number of stones -16 R -value One Two Three R-0 -14 •9 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 2 1 -9 7. Fenestration Heat Gain (basoo on Shape Effecuveness Rano) EN % Fen- club• ooh Nord+ .87 .67 .52 or to to more .86 .66 51 or lass East .87 .67 .52 or to to more .86 .66 .51 or less South .87 .67 S2 or to to more .86 .66 .51 or less West .87 .67 .52 or to to more .86 .66 .51 or less skylight .67 .66 or or more less 181. -5 -4 .3 •2 -21 -20 4. Slab Edge Insulation -26 -23 •16 -12 36 32 -23 -16 -75 -50 167. -4 -4 .2 -1 Number of Stones -16 -13 •10 -21 -19 -13 -9 -31 -27 -19 -14 R -value -AA One -4 Two .2 Three -14 -13 -11 -8 -16 •14 •10 -7 -26 R-0 -16 0 •55 0 121. 0 -2 5. Infiltration (Duct Air Leakage) -11 R-5 .8 6 -12 4 -7 2 •21 Duos in Unconditioned Space -8 -46 .31 0 R-7 -2 7 0 4 •9 2 -0 No Ducts in Unaortartloned Soave A -5 3 6. Fenestration Heat Loss -11 -7 -41 -28 toy. -2 -2 .1 0 -8 -8 A -5 -8 -7 •4 -2 .16 -14 lJ-lydue -6 •37 -25 9% =2 -1 •i Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 Percent or to to to to to to to to to to to to to to or Fenestration more 130 1.20 1.10 1.00 .90 .80 .75 70 65 .60 j, 55 .50 - 45 40 less Wy. -100 -76 •69 -62 -55 -48 -41 -38 •34 •31 -27 •24 -20 -17 -13 -10 40% •77 -58 -52 -47 -11 -36 .30 •27 -25 •22 -19 -16 -13 -11 -8 -5 35% A6 49 -44 -39 -34 -29 -25 -22 •20 .17 .15 .12 -10 -7 .5 •3 307. -54 -40 -36 -31 -27 -23 -19 -17 -15 -13 -it -8 -6 -4 -2 0 28T. -50 •36 -32 -28 -25 -21 -17 -15 -13 -11 -9 -7 -5 -3 .1 1 26% -45 -33 -29 -25 -22 -18 -14 -13 -11 -9 -7 .5 -4 •2 0 2 24% -41 -29 -26 -Z2 -19 -16 -12 -11 -9 •7 A .4 -2 i 1 3 22% -36 -25 -22 -19 -16 -13 •10 A -7 -5 -t -2 .1 1 2 4 20% -31 -22 -19 -i6 -13 -it -8 -6 •5 -4 .2 -1 1 2 3 5 18% •27 -18 -16 -13 -11 -8 A -t -3 -2 -r 1 2 3 4 6 16% •22 -14 -12 --10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 14% -18 -it -9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% -13 -7 .6 -! -2 -1 1 2 3 4 4 5 6 7 8 9 109: -8 -t .2 -1 1 2 3 4 5 5 6 7 8 8 9 10 8% -t 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 7. Fenestration Heat Gain (basoo on Shape Effecuveness Rano) EN % Fen- club• ooh Nord+ .87 .67 .52 or to to more .86 .66 51 or lass East .87 .67 .52 or to to more .86 .66 .51 or less South .87 .67 S2 or to to more .86 .66 .51 or less West .87 .67 .52 or to to more .86 .66 .51 or less skylight .67 .66 or or more less 181. -5 -4 .3 •2 -21 -20 •15 -12 -26 -23 •16 -12 36 32 -23 -16 -75 -50 167. -4 -4 .2 -1 -18 -16 -13 •10 -21 -19 -13 -9 -31 -27 -19 -14 -65 -AA id% -4 -3 .2 •1 -14 -13 -11 -8 -16 •14 •10 -7 -26 -23 -16 •it •55 -38 121. -3 -2 -1 -1 -11 -10 .8 A -12 -10 -7 .4 •21 •18 -13 -8 -46 .31 it% -2 -2 -1 0 -10 •9 -7 -0 -10 A -5 .3 -19 -16 -11 -7 -41 -28 toy. -2 -2 .1 0 -8 -8 A -5 -8 -7 •4 -2 .16 -14 -9 -6 •37 -25 9% =2 -1 •i 0 •7 -7 -5 -4 -6 •5 -3 -1 -14 -12 -8 -5 -32 -22 8% 1 i 1 0 6 ;5 4 d 1.5 4 2 0 tt 10 6 4 28 19 7% -1 1 0 0 -5 -4 -4 •3 -3 •3 -1 0 -10 5 •5 •3 -24 -17 6% -1 1 0 0 -4 -4 -3 -2 -2 •2 -1 0 -8 -7 -4 -2 •20 •14 5% -1 0 0 0 •3 -3 -2 -2 -2 -1 0 0 -6 -5 -3 -1 -16 •12 4% 0 0 0 0 -2 -2 -1 -1 -1 -1 0 1 -A -d •2 0 •12 -10 3% 0 0 0 0 •1 -1 -1 0 0 -24 0 1 -2 -2 0 1 -9 -7 2% 0 -5 0 1 0 -9 0 0 0 0 1 1 0 0 1 2 -6 -5 1% 1 1 1 1 1 1 1 1 0 0 0 0 1 1 2 2 -3 -2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 8. Interior Thermal Mass Houses With Ducts (R-4-2). Exterior Method A (Slabon-grade Single- Construction Only) Percent Family One Family Two Three Exposed Ston 0.00 Stones Stories 0 0.20 -3 3 -2 -1 7 10 4 -2 9 -1 -1 0.80 2D 10 0 1.00 0 0 9 30 17 1 10 1 1 . 40 1.60 3 17 2 1 23 s0 14 4 24 3 2 1 60 0 5 85% 3 2 5 70 3 6 2 4 2 7.8 80 8 8 5 5 3 1 90 8.3 9 11 6 3 5 100 2 10 8.7 6 4 11 9 7 Method B 2 less Int Slab Floor +5 Raised Floor more Mass Stories 7 10 Stones Sum of 1.6 /CFA One Two Three Pkg Two Three 0.0 -11 -8 •6 16 -1 0 0.1 -10 .7 -6 0 0 0 0.3 A -6 •5 1 1 1 OS -8 -5 -4 2 2 2. 1.0 -6 3 -1 d 4 5 1.5 -0 -i 1 6 6 6 20 -2 2 4 8 8 B 2.5 1 3 5 9 9 9 3.0 3 '6 - 5 11 10 10 4.0 4 - 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Houses With Ducts (R-4-2). Exterior Single- Single- Muni Wall Family Family Family Mass Detached Armened -14 to 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 td 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 14 Z00 24 19 14 10. Heating -System Houses With Ducts (R-4-2). House Site te) Sttototal SEER Waver Hestatg Oran to Houses With Ducts (R-42) 1000 1499 -30 sold Pckg -25 or -24 to -14 to -4 to Sum of 1-i 16 or AC Gas Sold Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or - HSPF HSPF less -15 •5 +5 +15 more 789'. 6.8 6.6 0 0 0 0 0 0 WY. 7.0 6.8 1 1 1 1. 0 0 85% 7.4 7.2 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 less -15 Effective AFUE or HSPF +5 .15 more (AFUE or HSPF x duct efticiency) Effective 7 10 8 Sum of 1.6 4.9 -29 Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to W to or -3 KSK KW less -15 -5 +5 +15 more One Story House 0 0 8.1 7.9 0 0 33% 2.9 2.8 -62- -53 -44 -34 -25 -16 40% 3.5 3.4 -40 •34 -28 -22 -16 -10 507. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 700/6 6.1 5.9 6 5 4 3 2 1 80% TO ED 13 11 to 7 5 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House 6.8 -11 A -7 33% 2.9 Z8 469 -58 48 -37 •26 -15 40% 3.5 3.4 -46 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 -i6 -13 -9 -5 60% 5.2 5.1 -9 -8 -6 -5 •3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 900/6 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Control Atipstment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 11. Cooling System Adjustment for No Tank Insoiatioe Nurnow of Www Hewes Water Heater Tvoe One Two SG50 -2 •5 SG -45 •3 -0 SE .5 -0 HP -2 -4 House sbM Adjustweat Houses With Ducts (R-4-2). House Site te) Sttototal SEER Waver Hestatg Oran to Sum of 7-9 1000 1499 -30 sold Pckg -25 or -24 to -14 to -4 to +6 to 16 or AC AC less -15 -5 +5 +15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 i6 12 9 6 2 0 6 .4 Effective SEER 5 (SEER x duct efficiency) 8 11 Eff SEER 0 4 Sum of 7-9 SG75 Al Sold Pcxg -25 or -24 to -i4 to -410 +6 to 16 or AC AC less -15 -5 +5 .15 more One Story House am 7 10 8 5.0 4.9 -29 -23 -17 -11 .4 0 6.0 5.8 -16 -13 -9 -6 -2 0 7.0 6.8 -7 A -4 -3 -1 0 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 12.0 11.6 15 12 9 6 2 0 13.0 12.6 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3., 0 Two or Three Story House 0.66 6 5.0 4.9 -35 -Z7 -20 -13 .5 0 6.0 5.8 -21 -17 -12 -8 -3 0 7.0 6.8 -11 A -7 .4 -2 0 8.0 7.8 -4 -3 -2 •1 -1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 126 16 12 9 6 2 0 14.0 13.6 18 .14 10 6 3 0 15.0 14.6 20 16 11 7,,.-. 3 0 Adjustment for No Tank Insoiatioe Nurnow of Www Hewes Water Heater Tvoe One Two SG50 -2 •5 SG -45 •3 -0 SE .5 -0 HP -2 -4 House sbM Adjustweat House Site te) Sttototal Ms s 1000 Waver Hestatg Oran to Porn PaScore 1000 1499 -30 47 .5 c- .25 -14 -A -20 -11 •3 •15 A •3 -10 -6 -2 .5 3 A 0 0 0 j 5 3 1 10 6 2 15 9 3 20 it 3 25 14 4 House Site Adjustment Ham sa Hoe (�) Subtotal ism 2000 Water Hotlertp to or Poen Scare 1999 more 30 0 3 -25 0 2 .20 0 2 -15 0 1 -10 0 1 .5 0 0 0 0 0 5 0 0 10 0 1 is 0 ' 2D o -2 25 a -2 Zonal Contr i Adjustment al 6 5 4 2 1 0 12. Water Heating One Water Hester - No Anzillary CmIlts Dioneuim Syuwn2 Aecac Svstems Mar CLTatss &mv STD MR Roe No Timet Dead Heffier Tvoel Zones Factor Poti Insu1 On SG50 Al am 0 3 1 -0 -5 O 0.61 5 8 6 .4 0 5 0.n 8 11 9 0 4 8 SG75 Al 0.46 -2 1 -1 -12 -7 .2 038 3 6 5 -s -1 4 am 7 10 8 -1 3 7 SE Al 0.87 -20 -12 -17 -41 32 -19 0.83 -17 -0 -13 38 -28 .16 IG, Al am 2 S 3 IE All Os3 -21 -12 HP 6.11,13.15 1.80 A 7 5 -5 -1 4 Two water Heaton - No A=zMwT Credits SGSO All am -7 l 46 -17 -12 -7 0.Q 1 5 3 A .4 1 0.73 6 10 8 -2 2 7 SG -j5 Al 0.48 -12 -0 -11 -22 -17 -12 038 -1 3 0 -11 ..6 -1 0.66 6 9 7 .4 1 6 SE Ali 0.87 -22 44 -10 46 -35 -22 am •16 -7 -12 -39 -211 -i5 IG Al 0.80 .4 •1 -3 IE Al 0.93 -21 -12 HP 6-11.13.15 1 1.80 .1 3 1 . •10 -S 0