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Home My WebLink About025-200-08625-20-86 JAMES SMETHERS 270 Ord Ranch Rd, Gridley-- F`pa Cnntr: Four Counties Roofing, Cj1ico P rmit#1560-82B(reroof/SF) J I - 025-200-086 03-1473 CHESSEN, JAY 2 70 ORO RANCH, GRIDL HALED RE -ROOF 025-200-086 05-0689 CHESSON, JAY 270 ORO RANCH RD, GRIDLEY c Cont: POOLS BY JAY INGRND POOL & SPA' 0 96, 1"'" — ,•--"F�=.,.:.!` " ". _"^-�::.ica -.. ......-..,,,��-� '.: - r ...-..» mow-... —.�.- ..+c, _-,,..�,�,�y;�,.nr.�,��..,.�,` I�� .�-�� i �1 f ' y a 3 �� -_ :4 � f - E COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive-.Oroville, Caliiornia 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT tPERMIT NO. 01 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER — '- i - TELEPHONE SO, FT. OCC. BUILDING fyALUATION OWNER'S MILING ADDRESS CONTR TOR((•5l!N AME f`. J' --i T ELEPHONE,/ CONTR.CArOR'S MAILING -ADDRESS n() •UNKNOWN` Fireplace ' CONSTRUCTION LENDER t Total Valuation j:' Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 11 ARCHITECT OR ENGINEER ,14-, 4r LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ -ice= BUILDING ADDRESS ^ , PLUMBING PERMIT Filing Fee 10.00 Y -i t ��i (1 a Each Trap 2.00 Repair drainage or vent piping 5.00 ; _ I ` Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF �, Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other"NQ1, Describe work:_ --� ' 4010 �I � � � �' ,�� t � Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 600V OR LESS Main service 100 AMP OR LESS 5.00 , J Main service EA. ADD'L 100 AMP 2,50 NEW COr4ST. / DWELLING" OCCU;P.y) OR ADONS. l ACC, BLDGS. 20 sq CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business50 '\ and Professions Code and m license is in full force and effect. License No.�+�- Classification l�. Q ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) F]I am exempt under Sec. , Business and Professions Code for this reason NEW coNSTR I. OUT LET 2,50 ea NON -R SID BRANCH CIRC 1'rS NEW CONSTR (POWER APPARATUS 61 NON -RES,D. SINGLE OUTLET CIR, / @ zsc Ex. Occup OUTLETS DR FIXTURES BAL 01 IXED APPLNS. OR Ex. Occup.(OUTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 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 shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S 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 buildinOg construction, and hereby authorize representatives of the County of Butte to�enter upon the above-mentioned property for inspection purposes. t I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expegses which may in any way accrue against a.d�C/o�uunty in cor>sequence of the granting of this permit. XI\`~'/`\ t/I &.4 /llft� 7 .J Date -� —T �__ w Signature of ApplicdFr" Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and emolition or construct -DIRECTOR ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ �- OCCUP, GROUP I TYPE OF CONST. PARCEL PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which OF PUBLIC // By (Il gW % PERMIT EXPIRES `Date the applicable provi- resolutions to do fees have been paid. WORKS �l Date- 7 v L 6- 7 ? Receipt No. / �.10 ~' WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMT OF PUBLIC/4-4541 PERMIT No. 7 County Center Drive - Oroville, Califora 95965 -Telephone 11560 APPLICATPON AND PERMIT I�C1I ASSESSOR PARCEL NUMBER ,►. — ZONING BUILDING PERMIT OWNER TELEPHONE qxlOWNER'S SQ. FT. OCC. BUILDING LUATION I NG ADD SS CONTRA R'S NAME TE PH ICT N CONTRACTOR'S MAILING,DD ESS c�Fireplace ,UNKNOWN CONSTRUCTION LENDER Total Valuation - Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS - PLUMBING PERMIT Filing Fee 10.00 • Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remode,l ❑ Uti lities ❑ Installation ❑ Otherb<, Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONSDWELING OR ADDNST ( ACCLBLDGS.CCUP y) 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): raj I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions ode and m license is in full force and- effect. - �^ License No. Classification _� ^ (_�iq El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 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 CO ID R BRA CI O CIRCTITS 2.50 ea NEWCONSTR. ( POWER APPARATUS hI NON-RESID. SINGLE OUTLET CIR. eo @ z� Ex. Occup(OUTLETS OR FIXTURES BAL@100 FIXED APPLNS. OR EX. QCCUp.�OUT LETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. l 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 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue a ainst ' County in co%uen of the granting of this permit. %, Date4� Signature of Applica — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and emolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE , r OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IR TOR OF PUBLIC By PERMIT EXPIRES to the applicable provi- resolutions to do fees have been paid. WORKS p Date d r ,z—z?_ Receipt No. 04 �� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 025-2.00-086 %/03-1473 CHESSEN, JAY 270 ORO RANCH, GRIDLEY RE -ROOF ► COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILD G DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 38-7541 PERMIT NO. (Rev. 12/96) APPLICATION PIl,ND PERMIT n3- /Y -A ASSESSOR PARCEL NUMBER 02.5.40-086 r 1 ZONINGBUILDING A 40 PERMIT OWNER - Jay Ghessem 682-5003 TELEPHONE SO. FT. OCC. BUILDING VALUATION ��((�� 50 So X13000.00 OWNER'S MAILING ADDRESS 270 Ord Rawh Road Gridley 95948 CONTRACTOR'S NAME ;owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ C54. 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 270 Ord, Rr�ad GX Energy Plan Checking Fee $ $ r PERMIT FEE $74.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sMFY Each Trap 7.00 - Solar or heat um 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 ❑ Describe Work: re-�roo . Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 000OR LESS Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fop -the following reason: I, as owner of the property, or my employees with wages astheir 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 i��isr--�. W RKERS' COMPENSATION DECLARATION I hereby affirm ur,46 pe Ity of perjury one of the following declarations: ❑ 1 have AneT will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO tOooA 46.00 NEW CONST. DWELLSO WEE INOCCUP. so OR ADDNS. ( & ACCG. BLDS. 3.5¢FT. NDIp. MULTI-OLJTLET @7,50 POWER APPARATUS a SINGLE oLmtT cIR. Ex. Occup. OUTLET OR FIXTURES BAS @ 1.00 Ex. Occup. ..EDA R9%.OFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. a,__,.�_ _. Date � 2 � _ X X� Signature of;Applicarit - ❑ Owner ❑ Contractor ❑ Agent An,OSHA permit is required for excavations over 60" deep and demolition or construction of e(ructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 74. 00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD - ISSUE - This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. ^ ;� By z Date PERMIT EXPIRES ON � 1f( Dafe work J Receipt No. �} `3 %G % WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r .r jr COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATIONANDPERMIT �3' �Y_7A ASSESSOR PARCEL NUMBER 025-200-086 ZONING A-40 BUILDING PERMIT OWNER Jay Chessen 682-5003 TELEPHONE SO. FT. OCC. BUILDING VALUATION 50 .5' 3000.00 . OWNER'S MAILING ADDRESS 270 Ord Ranch Road Gridley 95948 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ 3 ARCHITECT OR ENGINEER LICENSE NO. 1000.00 —Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 270 Ord Ranch Road GridleyCA Energy Plan Checking Fee $ $ PERMIT FEE $74.00 [Each LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Trap 1 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: re–roof Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R UES Main Service 2001 OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.FOWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law a 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 roperty, am exclu 'vely contracting with licensed contractors to construct th p oiect. ❑ 1 am exe Lund r Sec. Business and Professions Code for this reason Main Service TG 46.00 NEW coNsr. owEwNG Occur -CU p. 3.50 so EL ORw ( ACC.BLDSS. F-. corgi . MU NON•RESID. 97.50 AFFARATUs 8 SINGLE OUTLET CSR. Ex. OCCu OUTLET OR FIXTURES 20 @ I'50 BAL @ .SO Ex. Occup. °FIx�EEDTSA R °ER. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ R ' COMPENSATION DECLARATION 1 hereby affirm u r 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 Ca'fornia, and agree that if I should become subject to the ers' compensatio provisions of section 3700 of the Labor Code, I shall ort with comp) t ose provisions. X Date Sign o pp ica - ❑ Owner ❑ Contractor ❑Agent An HA permit is required for excavations over 60" deep and demolition or construction.P' of ructures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 74.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD IS*E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. V By .Pli•" Date PERMIT EXPIRES ON Date Receipt No.Q WHITE-D.D.S.-B. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0.R. r 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 J3 NO 132. 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 SIGNED: PROPERTYOWNER: SOCIAL SECURITY ER: 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 I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. . For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are - subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can conium that you are aware of these matters. The building permit will not be issued until the verification is returned. M ;rely, 1 C. Vi ira, C.B.O: M er, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safely Code. M / � 1 NOTES RESIDENTIAL R- PERMIT NO. — 025-200-086 - - 05-0689 CHESSON, JAY 270 ORO RANCH RDN, GRIDLEY Cont: POOLS BY JAY INGRND POOL & SPA f 1 di SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER y3 D__r - i JOB FINALED (Date) Signature �� J=OK 0 = Not OK . = Not Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. .Gas; MH Test -Demand -Valve 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1. Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. .Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Carq B-1 Date Card B-1 Date P004 (Plans) OK except #'s Se acks-Easements ? i o'ls; Compaction -Structure Stability ool S ructure; Steel -Connections -Thickness Dea Men -Lining 4. E!96.; Receptacles and Lighting, Distance-GFI lec.; Pool Lighting; 15 Volts-GFI EI c.; Enclosures; Conduit Entries -Terminals -Listed k�Yc.; Bonding; Metal w/5' -Circulating Equip. -Heater 8600'E'- Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. H alth Department Approval -10. P .; Cir. Test -Water Supply Test liniqht Niche Date 13y(j of Card B-1 ) Date - Card B-1 Date 14, Card B-1 Date Card B-1 .: J=OK 0 = Not OK - = Not Applicable . = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation RESIDENTIAL (Single & Duplex) 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 16. Insulation Hangers -Post Caps -Anchors -Connectors 48. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 17. Water Htr; Vent -Access -Combustion Air Baffle Garage Fire Protection Framing -RC Channel 18. Water Pipe; Test & Anchor -Nail Protection Property Line Firewall & Openings 19. D.W.V.; Test Fittings & Anchor -Nail Protection Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 20. Shower Pan; Test, First Floor -Tub Access 56. 21. Test Tub & Shower, Second Floor -Tub Access 57. Siding -Nailing Veneer 22. Gas Pipe; Sixe & Anchors Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 23. Fire Sprinkler; Test Glazing Area -Glass Protection -Skylights -Plastic 60. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect _ 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS 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. nn G� 38 Licensee Class : Vf ✓� License Number: O��`� Oale: % v'1 . onlractor: i�� VST l�i� 'OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit (o construct, alter, Improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to rile a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a. permit subjects the applicant to a civil penally of not more than rive hundred dollars ($500).): ❑ 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 (Sec. 7044, Buslness and Professions Code: The Contractors' Stale License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Dale: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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. I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Insurance carrier and policy number are: Carrier: GT r arFu rJ Policy #:. IL90 Hy 1 Z. ❑ 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 the 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. Date: Applicant: I �� WARNING: Fallurd to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor ,code, Interest, and attorney's.fees._ - T PERMIT NO. BPO50689 Issued Date: 03/24/2005 APN: 025-200-086-000 Site Address: 272 ORD RANCH RD GRI Map Index: Description: pool master 01-515 (800) Owner: CHESSON JAY L & TERI A 270 ORD RANCH ROAD GRIDLEY, CA 95948-9403 Applicant: POOLS BY JAY CHESSON, JAY PO BOX 1137 GRIDLEY, CA 95948 530-682-5003 Contractor: POOLS BY JAY CHESSON, JAY PO BOX 1137 GRIDLEY, CA 95948 530-682-5003 License #: 738866 Architect: Engineer: Total Square Ft: Valuation: Census Code: CONSTRUCTION LENDING AGENCY This permit Is her 1 hereby affirm that there Is a construction lending agency for the Resolutions to v performance of the work for which this permit Is issued (Sec 3097 Civ.) By: Name: PERMIT EXPIRES Address: 0 S. F. $0.00 V LA slons of the Butte County Code and/or have been paid. _ / I❑ ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health r£ Safely Code is not applicable to the scheduled construction of this project. Cl Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the'above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: IYkF% f� f� � Signature Date: Q. Owner �4contractor ❑ Agent for Owner ❑ Agent for Contractor U. G. Lwilaing verma ul-iu-uv pg i F0 0 a' .0 BUTTE COUNTY 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDING PERMIT APPLICATION 0 AND SUBMITTAL REQUIREMENTS 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Las Na . SSO . r irst Name-�� Address Z1 v 0,0e-0 teAAJC j4 P-0 City I �� ,E-mail State e.A ZIPC? 5q Y S Phoneggi SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: El 1. — 3 Site Plans, signed by the preparer. NO GRAPHPAPERI Ia 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPERI OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet-sigg ed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPERI ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPERI ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION :AFORMSIBUILDING FORMS\BIdgAppJSubRgmts.doc Page 2 of 2 REV 6-16-04 y, r..:.,�Y:-.-'.is.Tw-h._'�..�7-.�"�r�••�,�,3''w`.rr•yn."``'�;-�s` '�-'tis.+.F"."'."�..%'d'tir�.r'��'FT.�y,,h-+. v`�`y`.;�'►+'vw:,.�. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: \ ASSESSOR PARCEL NUMBER (Do's ftv� - o" � Proposed Building Use: Pool Permit Technician: D'cte: Y l Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ord&ib apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ _ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. 'Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other t ka ining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable : ) 7 0"' ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ / 19. Erosion Control Plan Required...................................................................:.... p/ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ O 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of ForesMB)Parking: approval ❑ paid. Sent by: ............ Tanning approval for (A) Use: (C) Parcel Check:...:........ 0 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) .................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... 1135. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ........................ ❑ 36. Other: ❑ 37. Other:/ When issued Telephone and hold for pickup. I have been informed of the abgve items and requirements for obtaining a building permit. Applicant Date: 3` I J- O J 1. Index permit application for the above items numbered: Plan Check Letter . VI items required vdesigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, b Date:designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co me , by Date:_ Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: t Date: Yellow: Building Division 1 TO: Building Department ; FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Flan Attached 1 Float Flan Attached Sam to B.D. ! - Owner Location AP' e\ Approved for: Sewage DisposalWater Supply: Public Private Well �_� Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE:. Environmental Health Speciali 8/96 3 l Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES �1 OWNER (.�+� ✓7�� A.P. # 095 - ��6a7 PROPROSED BUILDING USE—PO-D1 1 W'5t�) 01 ' J (_�5 DATE 5' 15 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES j �� --- Balance Due ..................... $ '[ -� --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units �- Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per trait)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER. At time of perrMt applicat', w & &the above fees are required to be paid prior to issuance of the permit. These fees may g g P g be changed during the plan checking process. APPLICANT DATE 3 —I Q Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requiremenis fora protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Butte County Deparanent ofDevelopnent 5`erwces 7 County Center Drive °��T?F0 \� "' ° Oroville, CA 95965, = ."r ° (530) 538-7601 Telephone ° ° (530) 538-7785 Facsimile c0UN�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I an: required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or rpquire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: r�1.EAV D I A E€ -A4 72- 2 Building site address: APN: -2 S - �0 ^ S la Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: r . SIGNATURE OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/BldgPermitwithoutClearances 020705 1. PSTMENr % v�vTTFo O o Department ®f Public, Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE] Project Description: IIJC��(SUNrJ Project Location and/or Parcel Number: 2-z;- - `--0 g G ,7� o OP -0 PA7\JCA,4- �Z,0 (,_P0J OU� C,`,`14E�OL48 By signing below, I, the project owner/owner's agent, certilly that this project WILL NOT DISTURB 1 acre -or more.of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that. submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. c Signed: -ok__ Title: 5�� G©�5 U L� I Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 ' SITE PLAN REVIEW APPLICATION Date: �� AP# Permit Number (if applicable) Q APPLICANT INFORMATION Parcel Size: �- YJ at Gt_- Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ® Residential Accessory fdao_� ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): J� • DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ®. -Site Pin Stamped Approved' By6A(AlDate I d 1 D5-_ Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) and d. ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: JJCC • Flood Panel No.: (0007COg76C, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Ckif6mia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance —------ ------------------ ----------------------- —------------------------ — ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: — TL) CP -OFC, Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 20, Side �2 5 Side Street Rear 5 - Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 6k Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ► p �k�✓yam /S Sup c/ �e� G%r�•, o Legal Access Provided: ❑ No ❑ Yes Legal Access Required ❑ No ❑ Yes Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 El Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional" and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive' dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 7 Page 4 of 5 A 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Buildina Permit Site Plan ReviewLdoc Page 5 of 5 !ui�r..tay.ao.�a:rwlv�n=�:a.Lc:rs:u o...��'�::d`4acni........_.<- ,c,. ..... _ . _ti .._?: = ... ... ....... •l: s- t-70 09-0 R�rJG4 I�JD &P_t oL,e_,-t/ CA.,� �t 530-- e4(0-64439 --®'gnature------------- o[�c) PA,AGN- 2O _ sp n r- rnc+N IL ._A�:_U I q LA r Ln ENVIRONMENTAL HEALTH MAR i 5 cU5 7 COUNTY CENTER DRIVE T N ll".NI :G DIVISION -BUILDING PLAN APPROVAL Ir Use: '" Date: Parking: Landscaping:. Other. Signature: r•& PDOLS� �3� JAS • Fit) eoK . 13-7 C-_7fZA. Gk -r_ _r" Com- pis 530 — S ycv—gy39 r BUTTE COUNTY APPROVED r X11 l., +' •+! <fv`i. f+` 1A!:' .i. ` +S' ^7 w� s. . �T•i "F rt ..cr.. — "�i. lx ,•,. .'1 .J .. ��;:^•swi.'1 y..•.. .. ..... ._ .. .. .`.?.!�': �l^:1 ...7 .. '.'Y.1(1+. =-.t 1..}-C'..,t YiNi-...^'l: M. A_' %[1 Ye. \. .1vA ��i`..\:t:t .YI _ .i1 - POOLS BY JAY Pools and'Spas Construction • Service •. Supplies Con...Lic. #738866 530-846-4439 P.O. Box 1137 Jay Chesson `Gridley, CA 95948 POOL SPECIRCATION SIZEx a _ [METER 1 =AREA IL T - -- DEPTH TO VOLUME GALS. CONSTRUCTION SPECIFIC8110NS Fj RAMP SHALL /DEEP ffMOUT _ 16 x w LOVESEAT � x WALKOUT x "- _. EXCAVATION (COPING/CANTI R) - \ FENCE: DOWN BY UP BY pgJ HOURS OF GRADING LOADS TO DUMP `i STUMPS LEAVEIHALIL CONCRETE REMOVE STEELIGUNITEMLE/PLASTER (VORTEX/ VORTEX) j 6 RAISED BOND BEAM —FT. he heig�it'�" ` yt RAISED BOND BEAM 2' 'FT. x height + DECKTIES�TILE COLOR OF PLASTER LO` CAP FOR BOND BEAM COOJ'm ✓ + L CAP FOR RAISEQ BOND BEAM�� 3 i SPA '-1.x LENGTH OF DAM 2 'F - CAP CAP FOR DAM rAVMA�NN 1 SPILLWAY 12' PLUMBING SPECIFIPATIONS f ; POOL: NO. OF RETURNS MAIN DRAIN SIZE SLZE OF SUCTION LINE SKIMMER SLIDE FILL LINE FOUNTAIN LINE IL SOLAR HEAT "T"s POOL CLEANER } REVERSE FLOW PLMG. — DIV. BRD. PRONG JIG SPA MAIN DRAIN SIZE _V'- NO. OF JETS.� LIGHT I-- RETURN -Y_ VALVE TYPE sem' UTILITIES _ ,� ELECTRIC BY GAS BY 1 ,POQL DECKING (C, a 0. FT.TYPE FINISH FOOTINGS x x MASTIC DIVIDERS: TYPE DRAINS RISERS ft. POOL EQUIPMENT A� Sim PUMP:TYP�g,1� HP BUILDER N HEATER:TYPE�3 OOOBTU BERY AND / OR UNDERGROUND OBSTRUCTIONS INJRAUI E SIZE AMPS ACCESS ER� � TIO TANK \ THE UNDERSIGNED APPROVES THIS WORKING PLAN A C SFSORIE� AND SCKNOWLEDGFS RECEIPT OF A COPY: P L SPA ` — LENSE KR l BOARD STANDARDS` POOLS BY JAY STRTJL.C/RC'COLOR _ YER i EHES54A� I S --"[ADDER �FIANDRAIL CUUM HEAD AND FEET OF HOSE A E KIT AND POLE ,,�M.. � -HOME A BUSINESS6261 OK AGE:DRAWN BY •M CHECKED BY U ER: LOT NUMBER: exp t • ,•,. .'1 .J .. ��;:^•swi.'1 y..•.. .. ..... ._ .. .. .`.?.!�': �l^:1 ...7 .. '.'Y.1(1+. =-.t 1..}-C'..,t YiNi-...^'l: M. A_' %[1 Ye. \. .1vA ��i`..\:t:t .YI _ .i1 - POOLS BY JAY Pools and'Spas Construction • Service •. Supplies Con...Lic. #738866 530-846-4439 P.O. Box 1137 Jay Chesson `Gridley, CA 95948 POOL SPECIRCATION SIZEx a _ [METER 1 =AREA IL T - -- DEPTH TO VOLUME GALS. CONSTRUCTION SPECIFIC8110NS Fj RAMP SHALL /DEEP ffMOUT _ 16 x w LOVESEAT � x WALKOUT x "- _. EXCAVATION (COPING/CANTI R) - \ FENCE: DOWN BY UP BY pgJ HOURS OF GRADING LOADS TO DUMP `i STUMPS LEAVEIHALIL CONCRETE REMOVE STEELIGUNITEMLE/PLASTER (VORTEX/ VORTEX) j 6 RAISED BOND BEAM —FT. he heig�it'�" ` yt RAISED BOND BEAM 2' 'FT. x height + DECKTIES�TILE COLOR OF PLASTER LO` CAP FOR BOND BEAM COOJ'm ✓ + L CAP FOR RAISEQ BOND BEAM�� 3 i SPA '-1.x LENGTH OF DAM 2 'F - CAP CAP FOR DAM rAVMA�NN 1 SPILLWAY 12' PLUMBING SPECIFIPATIONS f ; POOL: NO. OF RETURNS MAIN DRAIN SIZE SLZE OF SUCTION LINE SKIMMER SLIDE FILL LINE FOUNTAIN LINE IL SOLAR HEAT "T"s POOL CLEANER } REVERSE FLOW PLMG. — DIV. BRD. PRONG JIG SPA MAIN DRAIN SIZE _V'- NO. OF JETS.� LIGHT I-- RETURN -Y_ VALVE TYPE sem' UTILITIES _ ,� ELECTRIC BY GAS BY 1 ,POQL DECKING (C, a 0. FT.TYPE FINISH FOOTINGS x x MASTIC DIVIDERS: TYPE DRAINS RISERS ft. POOL EQUIPMENT A� Sim PUMP:TYP�g,1� HP BUILDER N HEATER:TYPE�3 OOOBTU BERY AND / OR UNDERGROUND OBSTRUCTIONS INJRAUI E SIZE AMPS ACCESS ER� � TIO TANK \ THE UNDERSIGNED APPROVES THIS WORKING PLAN A C SFSORIE� AND SCKNOWLEDGFS RECEIPT OF A COPY: P L SPA ` — LENSE KR l BOARD STANDARDS` POOLS BY JAY STRTJL.C/RC'COLOR _ YER i EHES54A� I S --"[ADDER �FIANDRAIL CUUM HEAD AND FEET OF HOSE A E KIT AND POLE ,,�M.. � -HOME A BUSINESS6261 OK AGE:DRAWN BY •M CHECKED BY U ER: LOT NUMBER: exp Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING - 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile SWIMMING POOL REQUIREMENTS IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials an workmanship shall be in accordance with recognized good practices and of a quality prescribed for specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (200 U.P.C.), 200 California Mechanical Code (2000 U.M.C.), and the National Electrical Code (1999 N.E.C.). COMPLY WITH ITEMS INDICATED BELOW ! ❑ Your parcel lies within a designated 100 -year flood plain. All pool equipment must be located a minimum of one foot above the elevation shown'on the attached Flood Elevation Certificate. A Post Flood. Elevation Certificate will also be required. ❑ The following parcel map requirements shall be met: Q The pooland equipment shall be clear of all easements. A setback of ;6- ''from the side and sem' from the rear property lines and 20 feet (25 feet if Federal Air Route) from edge of the right of way. Q Expansive soil may be encountered on the site. This condition may require the foundation to be designed by a California engineer or licensed architect. 1 Owner's Name: Building Permit Number: Page 1 of 1 Plan Examiner: Russell Bloomfield t-7 O p P-0 R QJ C 4 RJD "&w-tou.e,,T/ C� c-T547►4-S Sao- 84�-�-43� T N =. Lr.'MNIIN,Ga.,QDIVISION - BUILDING PLAN APPROVAL j �.' � -- Date: 31j Y1� Pacineg:Landscaping: Otter. Signature: i3-7 C�zt t��Y cam- cis � q -S 5 3 o - g yco- L4L/ " BUTTE COUNTY BUILDING DIVIS10k APPROVED `ti- _ .F. .._ .. o..�: .. a .. . ..<� _.:♦ . r .. -.. ... -l_ �l wY .iY X�T,� -N:. ;..w-. .t ✓. , h'w.. • .i J�a, yyy�i,7g t 1 -.+i. wee. �, t.�-.. t. 3�, r � � s t,:,•� �g � ..+�C +A.1"`4T <'S'i-�.. �..a '�._ :y �g.:' � .. S' ..., i�. ,. �. v..'sL�=au.x ��S'd:z�i w=•i."�d.��..w��-":+sYi'�".:�5�*,e'.:,ffe•.�-`�.�{Rr-C�+S'ivs .. _. _5.7 ... .y �.. �. '��•r+h.t:'. J'� ... .,v �... ...i. .. ... 5,<'C?ii: Yt9:_:dii:. .`i•n•a. .'•P�a.,i•a` a" W....n :3= ..,.. Cvt :a �.N, cnfi. a•:�l.a(. v�.3• � � 7 TYPICAL POOL 3' TO 8' BEEP Gunite Thickness T, inches 3,0 11" "POOL DEPTH" 1N FEET ;.5 6 MIN. VERT. REIN. #3 @ 12" O.C., (TYP J (AS MEASURED FROM 4.5 10 5.0 FOR ADDITIONAL VERT. REIN. (REFERRED TO AS ALTERNATE TOP OF POOL) 12 inch centers. MINIMUM REINFORCEMENT (T) or double curtain BARS ]ab]) SEE SCHEDULE 8., TYP.) 0 plum bin , #3 BARS SPACED 12" O.C. A �L 8.0 1 NORMAL v__._.. E.W. TYPICAL EXP. WISL STANDARD HORIZ. REIN. EXPANSIVE EXP. YV/SL ® EXPANSIVE #3 @ 12" O.C. 2 EXPANSIVE ® NORMAL THICKNESS OF 3" MIN. L SHOTCRETE STEPS OR FOR ADJACENT HOUSE SHOTCRETE (ts) (TYP.) 3 ft. BENCHES AS NEEDED I FOOTINGS OR PROPERTY 2EEORAD RADIUS SEE SCHEDULE ft. 6.0 ft. LINES SEE NOTE 2 7.0 4 7.0 ft, RADIUS NOTE 15 8.0 ft. 9.0 fit. 9,0 5 9.0 ft. pI ab' IIS :.;111 I is 111: s is ab is ab is ab is ab is lit 7 is EXTRA TRANSVERSE is ab K.i 1 li ! "1 G.1. 8 ab REINFORCEMENT #3 10' A' 1#3 DIAGONAL, E.W. AT (( 11 I! is LENGTH SPACED ON 12" DRAIN SIMILAR TO LIGHT ab is depth, ft. CENTERS BETWEEN MAIN BARS, NICHE DETAIL 0 FLOOR 0 CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO l is SEE SCHEDULE 6 TRANSITION EXISTS) 6 1 6 0 LONGITUDINAL SECTION 0 SECTION A A DETAIL 0 NOT TO SCALE DETAIL A NOT TO SCALE 0 6 0 7 0 7 VINYL - EXPANSION JOINT SEE NOTE 10 TILE DECK SLAB 11" -®- DECK SLAB 4"-6" THICK lis II g.lo-i 6" GUNITE fi1i+ 1'-0" 1.5 MIN. (TYP.) 6" 1 .,11. 1 v 3" MIN. 6"MIN, a" ] I 6° I • 8" tv 3 #3 SHOTCRETE • • ,i 243 E.W. ALL AROUND BOND BEAM REIN- ALTER 12" FOR • 184 0.5 -� 343 BARS 12" LOCATION OF BOND ALL BOND BEAMS) � 2-#3 DIAGONALS ig I fYP e ® M BAR BEA () BEND AS SHOWN +„ V-0. 3- 3" MIN- (TYP) ® LikLL _[ DETAIL E: MINIMAL BOND BEAM DETAIL B: CANTILEVER DECK DETAIL C: COPING DETAIL D: NOTCHED BEAM (BRICK) NOT TO SCALE DETAIL F: LIGHT NICHE NOT TO SCALE .NOT TO SCALE NOT TO SCALE _ (SEE NOTE 21 FOR USE) NOT TO SCALE ' 1.0 HORIZ. REIN. 1.5 EXPANSION JOINT - #3 @ 8" O.C. FOR FREE 7 FLOOR REINFORCEMENT srANDINGWALLS SPA WALL 6" SEE NOTE 10 SCHEDULE AS PER STANDARD PLAN - FLOOR REINFORCEMENT ASPER STANDAW)PLA 2 - #3 BARS q -(OR 1-74 BAR) IF.13 6 T SEE SPA 243 WALL SCH H-TYPICALREINF. 1 tz^ o.c. E.W. BEND DOWN -#3 BAR VERT. REIN. BOND BEAM BEND AS SPA SEE 1 � BARS I • WALL SCH. SHOWN 7 ° 5" MIN_ - TAILS MIN. 151N. LAP FLOOR REINF. CONT. DETAIL G- SKIMMER (EITHER DIRE. "ON) DETAIL W: SPA FROMSPATOPOOL De th f P Wafer, ft Gunite Thickness T, inches 3,0 6 ;.5 6 4.0 8 4.5 10 5.0 10 Vertical Reinforcement #3-. 12 inch centers. NOTE: Greater wall thickness (T) or double curtain reinforcement may be used Ifrequired for ascetics or plum bin , 0 0 6" (TYP.) > 6" (TYP.) TO PUMP Sit.-dI,? -Ij I� ,..r, HYDR..SITA01C lBARS SENT AS #i3:..:{j' "' : •�6, , RELIEF PPIPE 18" SHOWN EACH WAY +n 1 BOTTOM 112' SEE FLOOR !� AND 18' A t z> � r PERFORPATED. (SEE: , .„ 'WITH FLOOR DRAIN DETAIL NOTE 9VIVHEN Ws u. SEE. NOTES t3>u REINFORCEMENT 1� NECESSARY) liw:111W 11""I MIN. CLEARANCEANCE WHEN FROM EARTH. NECESSARY) 24'50, 374'-7-1IIr v-- ,. ORO DRAIN ROCK 24" SC1 h I� a®a ORO o. 1. tarsen i'O TSA®•1 .REINF1RCEMEINT AND SHO CRETE THICKNESS t (I N.) SCHEDULE/ 7 Column -� Al A2 A3 031 132 B3 Cl C2 C3 D1 D2 D3 El E2 E3 8.0 Soil Category -> NORMAL v__._.. EXPANSIVE EXP. WISL NORMAL EXPANSIVE EXP. YV/SL NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP: W/SL NORMAL EXPANSIVE EXP. WISL `Pool Depth -> 5.0 ft. 5.0 ft. 5.0 ft. 6.0 ft. 6.0 ft. 6.0 ft. 7.0 ft. 7.0 ft. 7.0 ft, 8.0 ft. 8.0 ft. 8.0 ft. 9.0 fit. 9,0 ft. 9.0 ft. depth, ft. ab' ts' ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is depth, ft. 0.0 0 6 0 6 l 6 0 6 0 6 1 6 0 6 0 6 0 7 0 6 0 6 0 7 0 7 0,5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 2.5 0 0 0 0 0 0 0 0 1 2.5 3.0 1 1 1 1 1 1 1 1 2_ 3.0 _ 3.5 6 7 T 3.5 4.0 4.0 4.5 7 7 7 7 1 2 4.5' 5.0 0 6 0 6 1 6 0 7 8 8 6 1 8 2 3 5.0 5.51 1 8 1 8 6 9 7 2 8 7 5.5 6.0 6 0 8-1 8 7 '10 8 _ _8 6.0 - 6.5 - -- -- -- -- -- - 7 11 _7-_r 8 9 7 9 6.5 7,0 1 6 1 7 1 11 9 10 7 8 10 7.0 7,5 9 11 8 8 '11 7.5 8.0 1 6 1 9 2 912 8.0 8.5 Ill 9 13 8.5 9.0 1 8 2 9 3 13 9.0 floor 0 1 6 0 6 0 1 6 0 6 0 6 16 6 0 6 0 6 16 6 0 6 0 6 2' 7 0 6 2 7 3$ 7 floor Column -> F1 F2 F3 G1 G2 G3 ,F Z�ESTAN,DING, WALL(136th Normal and Exp__S Soil Category., -� NORMAL EXPANSIVE EXP. WISL NORMAL EXPANSIVE EXP. W/SL H I J K L M <- Column ,PoolDepth'` y 10.0 ft: 10.0 ft. 10.0 ft- 11 oft 11.0 ft. 11.0 ft. H=2.0ft. H=3.0ft. H=4.0ft. H=5.0ft. H=6.Oft. H=7.0ft. -F"eoP;�n9 depth, ft. ab is ab is ab10 is ab is ab is a0 is ab T7 T2 ab T1 T2 ab T1 T2 ab T1 T2 ab T1 T2 ab T1 T2 F- depth, ft. 0.0 0 7 0 7 0 7 0 7 0 7 0 7 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 OA 0.5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 2.5 0 0 0 0 0 0 0 0 0 0 0 0 2.5 3.0 1 1 1 1 1 1 1 2 2 1 2 1 3.0 3,5 r - - - - 4 4 4 4 3.5 4.0 I 5 5 5 5 4.0 4.5 1 1 1 1 3 5 4.5 5.0 2 2 3 2 4 6 5.0 5.5 1 7 3 7 5.5 6.0_ 7 7 8 7 4_ 6 8 6.0- -6.5 8 8 1 9 7 8 3 6 6 9 6.5 7.0 8 8 2 10 7 8 9 1 4 6 7 10 7.0 7.5 9 9 11 8 8 10 1 7 8 12 7.5 8.0 10 10 11 9 9 11 1 4 4 1 4 4 1 4 6 2 3 8 2 3 9 2 3 12 8.0 8.5 10 11 12 9 10 12 8.5 9.0 11 12 13 10 11 14 -- -- -- -- -- -- -- -- -- - 9-0 - 9.5 11 12 14 11 12 15 9.5 10.0 1 11 2 12 2 14I 12 16 10-0 10.5 13 17 10.5 11.0 2 11 3 13 2 17 11.0 floor 49 1 8 2' 7 2'7 49 8 0 3 3 0 3 3 0 3 3 0 3 4 0 _LL 0 3 4 floor FOOTNOTES, TO REINFORCEMENT & GUNITE SCHE611lLIm 1• For :use with normal ,(cohesionless),soil (see note..1, General .Notes) n 9. Continue alternate reinforcement 4.0 ft. past end of radius. 2. I e 10. vertical or fi z" cohesive soil or loll with 0 2.1 so categories a e 10.0 and 11.0 foot depths, all v I F use. wIt a ansive � For the "Ex w SL" soil care o Ie t the P P ( ) P� 9 3. For use w th ex an o be 4 bars: 'sive :soil with a 2,1 slo e. - -- - - -`" P _ .-P - � 1 reinforcing, including .alternate bars {ab], should # 4 ab," AlteIendte `Bars (# of vertical alternate reinforcing bars, in addition to #3 ® 12" o.c.) 11. Site condition that require the use of a freestanding wall usually involve construction of the 5. ts, Thickness of Shotcrete (minimum gunite thickness, inches). 1 pool on or near a slope. If the toe of the freestanding wall is within 10 feet of a slope 6. Continue alternate reinforcement 1.0 ft. past end of radius. greater than 5:1 (horizontal to vertical) or if the excavation for the pool is not carried 7. Continue alternate reinforcement 2.0 ft.past' end of radius. through the generally looser surface soils, the engineer should be contacted to determine in 8. Continue alternate reinforcement 3.0 ft. post end of radius. writing if a site specific soil investigation is warranted. NOT TO SCALE 1. 1- L_%J6.rT! LiMP9Ila JP IIP�IL Jo Ur' I KJ11ML. IF1_UVK LJFNMIN NOT TO SCALE - NOT TO SCALE NOT TO SCALE " GENERAL NOTES 1 < 10' vERT.REIiJF. 1. Normal soil assumed to have the following properties 9 A pressure relief valve 'shall :be Installed In pools located In areas where the ground water MIN. 724 VERT REIN . - --� t9 SEE SCHEDULE Equivalent fluid pressure= 35 pounds per cubic foot PCF 1 ..table or-'-potential,iperched_wbter.Llnstersects-=the`-pool �dunng ".any period of any given yed�. .WATER TROUGH ALTERNATE PLUMBING "POOL DEPTH^IN FEE! - HORIZ.RIENF. q P p P (PCF) LOCATION (ASMEASUREDFROM Unit Weight = 120 PCF 10. Up to 2 inch diameter pipes may be placed in the lower outside corner of the bond beam 6" OPTIONAL BOND #3 @ 12o.c. provided a minimum of 1.5 inch clearance is maintained between the pipes and an parallel TOP OF RErAINEDso1L. Expansive soil assumed to have the following properties: 1 p p�P Y MAX. SEE NOTE 22) BEAM PLACEMENT 'POOL DEPTH' IN FEEr o- ROCK 5' ;, -AT GRADE (AS MEASURED FROM MAX HIGH Equivalent fluid pressure = 50 PCF 1 reinforcement. If metal piping is used and is placed in Shotcrete, it shall be wrapped with 2"MIN. ISI• • E.,,. a TCP OFRETAweosaL, Unit Weight = 125 PCF visqueen or heavy brown paper, except wfiere it passes perpendicularly through the shotcrete. MIN. SOIL COVER SEE NOTE 22) Expansive soil with a sloe assumed to have the following properties: 11. Soil shall have minimum bearing value of 1000 sf, 1500 sf for freestanding wall. 2" MIN- , 6' I:-] I• '? 10" OVER DRAINAGE P P 9 p P 9 P P 9 WATER TROUGH q s' 1.._,r d COMPOSITE ° ROCK 7'Equivalent fluid pressure = 85 PCF 112. Shotcrete shall be placed on or against firm undisturbed soil. SEE NOTE 12, OF? MAX. HIGH Unit Weight = 125 PCF 13. If _expansive`:'soils'- (clays) are encountered, the sides and bottom of the pool excavation 6" 1 ENGINEERED FILL 124 SEE NOTE 1s FtRwHENwALL ;;,-,i ,, 2. For the following adjacent structure: footing distance (L) away from pool edge, add the indicated 1 must be in moist condition immediately prior to placement of Shotcrete. .AOR ELEVATED ,®.AOR ELEVATED li, ,-, COMPAC OED ro AT 14. If slopes are greater 2:1 or if slopes are encountered in expansive soils with ;, fP� �p ®,T' DRAINAGE IS NECESSARY 24"MAx. ! ;+-> LEAST 90% OF MAX. "surcharge" to the depth of the pool when determining additional reinforcement and Shotcrete P 9 P P -ti l,s •dlx raised bond beams, the engineer should be contacted before proceeding. DRAINAGE COMPOSITE DENSITYOtSTAINABLEIN requirements from the above schedule: (Applies to footings which run parallel to .pool wall 1 9 P 9• THE ASTM D1557 115. Minimum radius for wall to floor transition for straight walls is as follows: L=0 to 1.9 ft., use 3.0 ft. surcharge LAP 2 12" 3`0 PERFORATED DRAIN PIPE 12" I 4" COMPACTED TEST - L=2.0 to 4.9 ft., use 2.0 ft. surcharge Depth. ft. Min. Radius. ft. Depth, f Min. Radius. fit. WRAPPED W/ DRAINAGEL=5.0 to 7.0 ft., use 1.0 ft., surcharge I 5.0 2,0 7.0 4.0 [ _ COMPOSITE FILTER FABRIC 2 e (&: a :z 6.0 3.0 8.0t 5.0 ® J (ie. actual depth 0.0 begins at the 3.0 ft. depth on the sch.) #3@12"O.G. 3• Shotcrete (wet or dry [commonly known 03 gunite]) shall be proportioned and placed according 116. All electrical shall be securely grounded before Shotcrete is placed, 3 3#aSaRs EACH WAY to U.B.C. section 1924 and ACI 506. Cement to aggregate, in dry weight, shall not be less 117. All applicable state and local laws and codes shall be followed. OR VERT. REIN. CONTINUOUS, than five to one. 18. Any condition not specifically covered in. this plan or unusual conditions encoutered during FOR SPACING SEE SCH ED. 4. Design based on 28 day compressive strength of 2000 psi. 1 excavation shall be brought to the attention of the engineer before proceeding. • 5. Reinforcement steel shall meet ASTM A615-40. Lap splices shal be at least 40 bar diameters. 119• If the raised bond beam portion exceeds 2.0' and serves as a retaining wall for soil, the All bends shall be sharp. U.B.C. sections 1907, 1912 and 1924 shall be used ,as a guideline, raised portion should have wall drainage installed as shown to prevent build-up of DETAIL M: RAISED NOTCHED BOND BEAM (ROCI'Q 6. Rebar placement should be such that the distance from the inside shotcrete face to rebar hydrostatic pressures. DETAIL L: RAISED BOND BEAM P 1 DETAIL K: SHEER DESCENT oda WATERFALL SLAB (EITHER RAISED OR AT GRAL)� should be a minimum of the total Shotcrete thickness (is) minus 3". 20: If free standing wall detail is used due to the presence of loose fill soil on the outside of NOT TO SCALE the wall, then inside thickness of shotcrete (Ti) should be as indicated in the "rein. and NOT TO SCALE NOT TO SCALE 7• In areas where the steel reinforcement is forced together due co curvature of the. wall, 1-#4 1 bar may be substituted for 2-#3 bars in order to maintain a minimum of 2.5 inch spacing.shotcrete thickness sch." minus 3.0 inches. 8. For areas where a ramp has been excavated and backfill is not compacted to a minimum of 90 121. May be used with sand, gravel or rock soil conditions only. percent of the maximum dry density of the ASTM D1557 Compaction Test. Reinforcemtent should 122. The design assumption was made that the pool is empty all of the time, consequently any consist of #3 bars at 6 inch centers, each way (both horizontal and vetical). The extra combination of pool depth and raised bond beam may be utilized as long as the maximum DNIN.'VERT. REIN. #3 AT 12" O.C., FOR horizontal reinforcement should extend a minimum of 3 feet past the edge of the ramp 1 11.0 foot depth of the plan is not exceeded (for example, a 4.0 foot raised bond beam t(SEE SCH.)� ADDIITIONAL VERT. REIN. (REFERRED 2-#3 2.0 excavation on either side. Minimum cover of shotcrete over the reinforcement on the outside ofand a 6.0 foot deep pool would utilize the 10.0 foot pool depth schedule). TO AS ALTERNATE BARS [ab])SEE the pool should be increased from 3 to 4 inches: ® FREESTANDING WALL SCH. I23. PLAN IN COMPLIANCE WITH 2001 CALIFORNIA BUILDING CODE VERT. & HOR. REIN. d ®_ THIS SIDE #3 @ 12" VERT. REIN. THIS d STANDARD HORIZ. REIN. SCHEDULE O.C. EACH WAY SIDE (SEE SCH.) SPACED 8" O C �`) d Ir T> ) x 01 ) H (FT.) VERTICAL REIN. WATER SIDE t (I N.) 2.0 43@12"O.C. 9 3.0 #3@12^D.C. 9 4.0 #3@12"O.C. 9 5.0 13@ 12" D.C. 9 6.0 43 @ 6^ O.C. '10 7.0 93@b"O.C. 11 8.0 43 @ 6" O.C. 12 39 H ' r -..e BOR. REIN. THIS MAI X. Ti SEE SCHEDULE 1 1 Ii .. SIDE 773 @ 12^ o.c. Y (SEE NOTE 20) r r ! oftlis bl"t > :✓ ] ] s .+ i, y ] _., ,Ilk I DA D 111- 12 30 xii EE SCHEDULE DJ �� )_T >` tMAX. 3" 80MAX.r ane a � � �� -�s:,r� R I �oQ�oF�A�o Gridley, 6" l REINFOR 2.0'MIN. ll� • 15 �� CARRY W CENTER OF 9 ):; VERT. & HOR. REIN. FOR VERT. REIN. TO MIN.. Ti SEE SCHEDULE (� - DETAIL PLARN TROUGH f13 @ 12" O.C. E.W. _ 3.0" PAST RADIUS t9 NO 44619. rn Phone Fax 3 93 @ 12-O.C., MIN. OPTIONAL CONSTRUCTION, y r'r1 24" LAP EACH END BUT MANDATORY FOR H>4' Exp. 3/06 6" REQUIRED SECTION CIVIL \F TRANSITIONI T2 SEE SCHEDULE OF CA1.�F CORPORATE OFFICE DESIGNED BY: Neil O. Anderson DETAIL N: NEGATIVE EDGE 3.0' TOFLooR 20 - �i NEIL 0. ANDERSON 902 INDUSTRIAL WAY TRANS. THICKNESS AND ASSOCI ATES NOT TO SCALE LORI, CA 95240 DRAWN BY: R. Cards DETAIL ®: FREESTANDING WALL DETAIL PLAN NOT VALID UNLESS BEARING ORIGINAL GEOTECHNICAL • ENVIRONMENTAL is GROUNDWATER STAMP AND BLUE SIGNATURE INSPECTIONS &TESTING ®LABORATORY SERVICES PHONE: (209) 367-3701 DATE: MARCH 8, 2000 REVISED: March 18, 2003 NOT TO SCALE POOL ENGINEERING www.noonderson.com FAX: (209) 333-8303 PLAN 1 4.0 DRAWING # 1 OF 1 Till i1l , I I� TYPICAL POOL 3r TO 3r DEEP 2 #3 BARS Gunite Thickness T, inches (OR 1-94 BAR) • 11l.'POOL DEPTH" IN FEET 3.5 -^•-r- ul 31 E I 177 {..li., ..::. MIN. VERT. REIN. #3 @ 12" O.C., FOR ADDITIONAL VERT. REIN. (TYP •) (AS MEASURED FROM TOP OF POOL) 6° _L • 10 (REFERRED TO AS ALTERNATE T SEE SPA .. ,ATF MINIMUM REINFORCEMENT 243 BARS [ab]) SEE SCHEDULE 8„ (TYP) 0 #3@6'O.c. #3 BARS SPACED 12" O.C. A L TYPICALREINF. 1 #3 BAR E.W. TYPICAL 72 O.C.E.W. BOND BEAM BEND AS SEE SPA DRAIN DETAIL BARS • STANDARD HORIZ. REIN. WALL SCH. (SEE NOTED EXP. W/SL ® #3 @ 12" O.C. 2 5.0 ft. TAILS MIN. 151N. LAP THICKNESS OF 3" MIN. ft. L SHOTCRETE STEPS OR FOR ADJACENT HOUSE SHOTCRETE (ts) (TYP.) 3 DRAIN ROCK -�- ORO a rr �rera n awr BENCHES AS NEEDED I FOOTINGS OR PROPERTY 2' TO 5' RADIUS SEE SCHEDULE 8.0 ft. 9.0 ft. LINES SEE NOTE 2 SEE RADIUS 4 9.0 ft. RADIUS NOTE 15 depth, ft. ab¢ Is s [ is 1, 5 is ab is ab i' ab is ab is 111 � is ab is ab # ab EXTRA TRANSVERSE ab is ab is REINFORCEMENT -#3 10' A' 143 DIAGONAL, E.W. AT ab is depth, ft - LENGTH SPACED ON '12" DRAIN SIMILAR TO LIGHT 0 6 0 CENTERS BETWEEN MAIN BARS, NICHE DETAIL 6 FLOOR 6 CENTERED ON TRANSITION 6 1 1 6 0 (MAY BE ELIMINATED IF NO 0 I ts SEE 11'-0• SCHEDULE 7 TRANSITION EXISTS) 6 0 6 LONGITUDINAL. SECTION 7 SECTION A DETAIL. 7 0 NOT TO SCALE DETAIL A NOT TO SCALE 0.0 0.5 VINYL EXPANSION JOINT ®. SEE NOTE 10 TILE DECKSLAB 11° DECK SLAB 4°-6°THICK GUNITE _ t I ice= Jr# il)"" IIIIi.,ll° 1'-0• 6" 1.5 MIN. I 6' 0.5 1.0 6"MIN. 0-0 6° I)r e° 3-#3 #T SHOTCRETE 1i 2 #3 E.W. ALL AROUND ND BEAM REIN. ALTER12"3 BARS (TYP. FOR 12' TALL BOND BEAMS) LOCATION OF BOND 1.5 243 DIAGONALS I ® • BEAM BAR (TYP) BEND AS SHOWN • I 3" MIN. (TYP)- DETAIL E: MINIMAL BOND BEAM B: CANTILEVER DECK DETAIL C: COPING DETAIL D: NOTCHED BEAM (BRICK) NOT TO SCALE DETAIL F: LIGHT NICHE 1.5 ' NOT TO SCALE NOT TO SCALE. NOT TO SCALE (SEE NOTE 21 FOR USE) NOT TO SCALE REIN - EXPANSION JOINT #3 @ 8' EXPANSION @ O.C. FOR FREE STANDING WALLS SPA WALL 6" SCHEDULE SEE NOrE 10 FLOOR REINFORCEMENT AS PER STANDARD PLAN I •1{ FLOOR REINFORCEMENT AS PER STANDARD PLAN Depthof. Water, it Gunite Thickness T, inches (OR 1-94 BAR) • 6 3.5 -^•-r- ul 31 E I 177 {..li., ..::. e 4.5 6° _L • 10 Vertical Reinforcement. J3- T SEE SPA .. ,ATF (T) or double curtain 243 WALL SCH. glambIn . #3@6'O.c. Soil Category - H - TYPICALREINF. BEND DOWN. I #3 BAR VERT. REIN: 72 O.C.E.W. BOND BEAM BEND AS SEE SPA DRAIN DETAIL BARS • SHOWN WALL SCH. (SEE NOTED EXP. W/SL e N 5" MI_ 5.0 ft. TAILS MIN. 151N. LAP FLOOR REINF.CONT. DETAIL. G: SKIMMER ft. (EITHERDIRECTION) nFT•AII Ia' fiP® FROMSPATOPOOL Depthof. Water, it Gunite Thickness T, inches 3.0 6 3.5 -^•-r- ul 31 E 4.o e 4.5 10 5.0 10 Vertical Reinforcement. J3- 12 inch centers. NOTE Greater wall thickness (T) or double curtain reinforcement may be used if required for ascetics or glambIn . REINFORCEMENT AND • ® 6- (TYP.) SCHEDULE Column -> Al -^•-r- ul 31 E o (TYP.) 111 H2 TO PUMP � il1=11, ({#. # 3I€ C2 C3 11/2"DIA. >t kT. TOPUMP jiE 'LI nr �. D3 E1 HYDP.OSTIATIC 9x, 2-...`-3 BARS BENT ! #3@6'O.c. Soil Category - RELIEF PIPE, 18^. SHOWN EACH WAYBa, EXPANSIVE EXP. W/SL NORMAL '' AND LAPPED 18' SEE FLOOR NORMAL 1EXPANSIVE PERFORTTOMATED: (SEE rx WITH FLOOR DRAIN DETAIL EXPANSIVE EXP. W/SL NOTE9WHEN (r, q�"r„a REINFORCEMENT, (SEE NOTED EXP. W/SL PIECESSARY) i{=.112 11°. =i MIN. Y CLEARANCE WHEN SQ, 5.0 ft. FROM EARTH. NECESSARY) 24' 'I 6.0 ft. 2"' 3/4'- i-1 11 ORO 7.0 ft. 7.0 DRAIN ROCK -�- ORO a rr �rera n awr m m® 8.0 ft. REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE Column -> Al A2 A3 111 H2 613 C1 I C2 C3 D1 D2 D3 E1 E2 E3 #3@6'O.c. Soil Category - NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP: !IAV/SL NORMAL 1EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL NORMAL. EXPANSIVE EXP. W/SL Pool Depth -- 5.0 ft. 5.0 ft. 5.0 ft. 6.0 ft. 6.0 ft. 6.0 f#. 7.0 ft. 7.0 ft. 7.0 ft. 8.0 ft. 8.0 ft. 8.0 ft. 9.0 ft. 9.0 ft. 9.0 ft. depth, ft. ab¢ Is s ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is depth, ft - 0.0 0 6 0 6 1 6 0 6 0 6 1 1 6 0 6 0 6 0 7 0 6 0 6 0 7 0 7 0 7 1 7 0.0 0.5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 2.5 0 0 0 0 0 0 0 0 1 2.5 3.0 1 1 1 1 1 1 1 1 2 3.0 _ 3.5 _ 3.5 4.0 6 7 4.0 4.5 7 7 7 7 1 2 4.5 5.0 0 6 0 6 1 6 0 7 8 8 6 1 8 2 3 5.0 5.5 1 1 8 1 8 6 9 7 2 8 7 5.5 6.0 - -- 6 0 8 1 8 10 7-_r 8 8 6.0 6.5 -- -- -- -- -- _7 7 11 8 9 7 9 6.5-- 7.0 1 6 1 7 1 11 9 10 7 8 10 7.0 8 8.0 1 6 1 9 2 11 9 12 8.0 3.5 9 13 8.5 9.0 1 8 2 9 3 13 9.0 floor 0 6 0 6 0 6 0 6 0 1 6 16 6 0 6 0 6 16 6 1 0 6 0 6 2' 7 (1 6 2' 7 3 8 7- floor Column -- F1 F2 F3 G1 G2 G3 FREESTANDING WALL (Both Normal and Exp. Soil)" Soil Category NORMAL EXPANSIVE EXP. WISL NORMAL EXPANSIVE EXP. WISL H I J K L M 4- Column Pool Depth 10.0 ft. 10.0 ft. 10.0 ft. 11.0 ft. 11.0 ft. 11.0 ft. H=2.0ft. H=3.0ft. H=4.0ft. H=5.0ft. H=6.0ft. H=7.0ft. _FreOan n9 depth, ft. ab is ab is allol is ab is ab is ab1D is ab T1 T2 ab T1 T, ab T1 T2 ab T1 T2 ab T1 T2 ab T1 T, - depth, ft. 0.0 0 7 0 7 0 7 0 7 0 7 0 7 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0.0 0.5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 2.5 0 0 0 0 0 0 0 0 0 0 0 0 2.5 3.0 1 1 1 11 1 1 1 1 2 2 2 3.0 4 -4 - 4 4 3.5 4.0 5 5 5 5 4.0 4.5 1 1 1 1 3 5 4.5 5.0 2 2 3 2 4 6 5.0 5.5 1 1 7 3 7 5.5 6.0 7 1 8 7 4 6 8 _ 6.5 8 _7 8 1 9 7 g 3 6 6 9 _6.0 6.5- 7.0 8 8 2 10 7 8 9 4 I 6 7 10 7,0 7.5 9 9 11 8 8 10 1 7 8 12 7.5 8.0 10 10 11 9 9 11 1 4 4 1 4 4 1 4 6 2 3 8 2 3 9 2 3 12 8.0 8.5 10 1l 12 9 10 12 8.5 9.0 11 1213 10 11 14 9.0 9.5 11 12 � l4 11 12 15 -- -- -- - - -- - - -- -- -- 9.5 10.0 1 11 2 12 2 14 12 16 10.0 10.513 17 10.5 11.0 2 11 3 13 2 17 11.0 1 floor 16 7 1 27 7 49 8 27 7 1 27 7 49 8 0 3 3 0 3 3 0 3 3 0 3 4 0 3 4 0 3 4 floor FOOTNOTES TO REINFORCEMENT & GUNITE SCHEDULE 1 1 • For use with normal (cohesionless) soil (see note 1, General Notes). 9. Continue alternate reinforcement 4.0 ft. past end of radius. 2• For use with expansive (cohesive) soil or normal soil with a 2:1 slope. 110. For the "Exp./w SI." soil categories at the 10.0 and 11.0 foot depths, all vertical 3. For use with expansive soil with a 2:1 slope. I reinforcing, including alternate bars [ab], should be #4 bars. 4. ab Alternate Bars of vertical alternate reinforcing bars in addition to 3 1 o c. I (# 9 # � 2 ) 11. Site condition that require the .use of a freestanding wall usually involve construction of the 5. ts, Thickness of Shotcrete (minimum gunite thickness, inches). I pool on or near a slope. If the toe of the freestanding wall is within 10 feet of a slope 6. Continue alternate reinforcement 1.0 ft. past end of radius, greater than 5:1 (horizontal to vertical or if the excavation for the pool is not carried 7. Continue alternate reinforcement 2.0 ft. past end of radius. through the generally looser surface soils, the engineer should be contacted to determine in 8. Continue alternate reinforcement 3.0 ft. past end of radius. writing if a site specific soil investigation is warranted. NOT TO SCALE - - - [ r- a (MIL. 1' IF L.%J%JFN Ur I AIL J. Ur 11UNAL rL+,JUK L)1YAlN I ' NOT TO SCALE - NOT TO SCALE NOT TO SCALE - GENE L "NOTES 10' 12" VERT. REINF. - 1. Normal soil assumed to have the following properties: I 9. A. pressure relief valve shall be installed in pools located in areas where the ground water i-�- MIN. I - SEE SCHEDULE-4-tgSEE SCHEDULE Equivalent pressure= 35 pounds per cubic foot PCF I table or potential perched water instersects the pool during .any period of any given year. WATER TROUGH ALTERNATE PLUMBING "FOOL UEPrrI' IN FEET q P P P (PCF) H3 @ 1- RIENF. LocnTioN (ASMEasuREDFROM Unit Weight = 120 PCF CO. Up to 2 inch. diameter pipes may be placed in the lower outside corner of the bond beam 6" TOP OF RETAINED SOIL, OPTIONAL BOND #3 @ 12 O.C. g MAX. BI=nM PLACEMENT Expansive soil assumed to have the following properties I provided a minimum of 1.5 inch clearance is maintained between the pipes and any parallel v sEENorezz) 'Poo DEPTH' FEET ROCK 5' Equivalent fluid pressure 50 PCF I reinforcement: If metal piping is used and is placed in shotcrete, it shall be wrapped with 2" MIN.„S, AT GRADE ® y g%®AT GRADE a _ (AS MEASURED FROM MAX. HIGH q l r 1), III )7 TOP OFREEAINEusaL, Unit Weight = 125 PCF visqueen or heavy brown paper, except where It passes perpendicularly through the shotcrete. ( MIN. SOIL COVER Expansive soil with a slope assumed to have the following 2"MIN. 'ti<< , § "rl' SEE NOTE 22) ro erties: 1 g p p g s^ I "I I �- 10' OVER DRAINAGE p P g p p Ill. Soil shall have minimum bearing value of 1000 sf, 1500 sf for. freestanding wall. WATER TROUGH 7 6^ ® I' COMPOSITE -° ROCK 7' :�::q+ Equivalent fluid pressure =.85 PCF. I12. Shotcrete shall be placed on or against firm undisturbed soil. ® ,,, MAX. HIGH I B" SEE NOTE 12, OR Unit Weight = 125 PCF 13. If expansive soils (clays) are encountered, the sides and bottom of the pool excavation g" 1 ENGINEERED FILL 12" SEE NOTE I9 FOR WHEN WALL 3tk-€7 .1 2. For the following adjacent structure: footing distance (L) away from pool edge, add the indicated I must be in moist condition immediately prior to placement of shotcrete: ®I Ivg_3 y- OR ELEVATED -; q .1� OR ELEVATED DRAINAGE IS NECESSARY COMPACTED. TO AT . 24"MA)X. 9 (t=;" "surchar e" to the depth of the pool when determining additional reinforcement and shotcrete 14. If slopes are greater than 2:1 or if slopes are encountered in expansive soils with l" LEAS DENSITY O OBTAOF INABX. LE IN 9 P P 9 DRAINAGE COMPOSITE DENSITY OBTAINABLE IN requirements from the above schedule: (Applies to footings which run parallel to pool wall) raised bond beams, the engineer should be contacted before proceeding. THE ASTM D1557 L=0 t0 1.9 ft., use 3.0. ft. surcharge * I15. Minimum radius for wall to floor transition for straight walls is as follows; LAP 2. 12" • 3*0 PERFORATED DRAIN PIPE 12° • 1 4^ COMPACTED TEST L=2.0 to 4.9 , use 2.0 ,ft. surcharge Depth,�t Min. Radius. ft. Depth. ft. Min. Radius. ft. I WRAPPED W1 DRAINAGE , IL _,: L=5.0 to 7.0 ft., use 1.0 ft., surcharge I 5.0 2.0 7.0 4.0 COMPOSITE FILTER FABRIC - 2 Ir'f * (ie. actual depth 0.0 begins at the 3.0 ft. depth on the sch.) 6.0 3.0 8.0+ 5.0 ® #3@12-O.C. 3• Shotcrete (wet or dry [commonly known as gunite]) shall be proportioned and placed according 116. All electrical shall be securely grounded before shotcrete is placed. 3 3-94 BARS EACH WAY to U.B.C. section 1924 and ACI 506. Cement to aggregate, in dry weight, shall not be less 117. All applicable state and local laws and codes shall be followed. VERT. REIN- CONTINUOUS, than five to one. 18. Any condition not specifically covered in this plan or unusual conditions encoutered .during OR FOR SPACING SEE SCH ED. 4. Design based on 28 day compressive strength of 2000 psi. I excavation shall be brought to the attention of the engineer before proceeding. 5. Reinforcement steel shall meet ASTM A615-40. Lap splices shal be at least 410 bar diameters. 19• If the raised bond beam portion exceeds 2.0' and serves as a retaining wall for soil, the DETAIL M' RAKED NOTCHED BOND REAM R®its All bends shall be sharp. U.B.C. sections 1907, 1912 and 1924 shall be used as a guideline. I raised portion should have wall drainage installed as shown to prevent build-up of DETAIL L' RAISED BOND BEAM (ROCK) 6. Rebar placement should be such that the distance from the inside shotcrete face to rebar I hydrostatic pressures. DETAIL IC: SHEER DESCENT & WATERFALL SLAB (EITHER RAISED OR AT GRADE) should be a minimum of the total shotcrete thickness (ts) minus 3". 20. If free standing wall detail is used due to the presence of loose fill soil on the outside of NOT TO SCALE the wall, then inside thickness of shotcrete(Ti)hould be as indicated in the "rein. and NOT TO SCALE NOT TOSCAIF 7. In areas where the steel reinforcement is forced together due to curvature of the wall, 1-#4 I ( ) bar may be substituted for 2-#3 bars in order to maintain a minimum of 2.5 inch spacing.shotcrete thickness sch." minus 3.0 inches. 8. For areas where a ramp has been excavated and backfill is not compacted to a minimum of 90 121. May be used with sand, gravel or rock soil conditions only. percent of the maximum dry density of the ASTM D1557 Compaction Test. Reinforcemtent should 122. The design assumption was made that the pool is empty all of the time, consequently any consist of #3 bars at 6 inch centers, each way (both horizontal and vetical). The extra combination of pool depth and raised bond beam may be utilized as long as the maximum MIN.V/ERT.REIN. #3AT12° O.C., FOR 2_#3 horizontal reinforcement should extend a minimum of 3 feet past the edge of the ramp I 11.0 foot depth of the plan is not exceeded (for example, a 4.0 foot raised bond beam t(SEE SCH.) ADDITf10NALVERT. REIN. (REFERRED 2.0' excavation on either side, Minimum cover of shotcrete over the reinforcement on the outside ofand a 6.0 foot deep pool would utilize the 10.0 foot pool depth schedule). TO AS ALTERNATE BARS [ab])SEE the pool should be increased from 3 to 4 inches. Imo° PLAN IN COMPLIANCE y ffH 2001 CALIFORNIA BUILDING CODE _® FREESTANDING WALL SCH. VERT. & FOR. REIN. _ - THIS SIDE #3 @ 12° VERT. REIN. THIS SCHEDULE O.C. EACH WAY SIDE (SEE SCH.) o STANDARD HORIZ. REIN. I SPACED 8" O C H (FT.) VERTICAL REIN. WATERSIDE t (IN.) 2.0 43 @ 12" O.C. 9 3.0 #3@12'D.C. 9 4.0 #3 @ 12^ D.C. 9 5.0 43@12'O.C. 9 6.0 #3 @ 6- D.C. 10 7.0 #3@6'O.c. 11 8.0 #3 @ 6- O.C. 12 13.0' 2 -#3 - --moi 6° [-� H HOR. REIN. THIS I Ti SEE SCHEDULELJ SIDE #3 @ 12^ O.C. A (SEE NOTE 20) Fools b* -p J*%A ILI r% A YYY HSTANDARD €€) 3" Ta SEE SCHEDULE IES MAX. 3"8.9 MAX- 270 Ord Ranch r1road R Qo��Ss,O�q rid! SHOTCRETE & 2-0'MIN- I �� Aly [CARRYWCENTEROF 9 IltAss Cont. �� VERT. & HOR. REIN. FOR VERT. REIN. TO MIN. Ti SEE SCHEDULE / 'SC/ TROUGH #3 @ 12" O.C. E.W. 3.0' PAST RADIUS _ C No. 44619 m #3 @ 12 O.C-, MIN, OPTIONAL CONSTRUCTION, h hone & Fax 53"%-846-4439 24° LAP EACH END BUT MANDATORY FOR H>4'. Exp. 3/06 R^ REQUIRED SECTIONJ'J CIVI\_ \@ TRANSITIONT2 SEE SCHEDULE q�te OF CAO oCORPORATE OFFICE DESIGNED BY: Neil O. Anderson DETAIL N: NEGATIVE EDGE 3.0 TOFLooR zD' NEIL 0° ANDERSON NOT TO SCALE TRANS. THICKNESS ODI CA 95240LWAY A N D A S 5 0 C I A T E S DRAWN BY: R. Cairis DETAIL O. FREESTANDING WALL DETAIL, PIT NOT VALID UNLESS BEARING ORIGINAL. GEOTECHNICAL • ENVIRONMENTAL e GROUNDWATER PHONE: (209) 367-3701 DATE: MARCH 8, 2000 REVISED: March'18, 2003 NOT TO SCALE STAMP AND BLUE SIGNATURE POOL & TESTING • LABORATORY SERVICES POOL ENGINEERING FAX: (209) 333-8303 FLAN 14..0 DRAWING # 1 OF 1 www.noonderson.com TYPICAL POOL 3r TO 8r DEEP11" 2-#3 BARS MIN. VERT. REIN. #3 @ 12" O.C., (TYP,) 'POOL DEPTH" IN FEET (AS MEASURED FROM (OR 1-44 BAR) y , FOR ADDITIONAL VERT. REIN. TOP OF POOL) 4.5 Pk rL (REFERRED TO AS ALTERNATE .,". _ 2-# BEND DOWN WALL SCH.. VERT. REIN. BARS lab]) SEE SCHEDULE 0 8" (TYP.) MINIMUM REINFORCEMENT #3 BARS SPACED 12" O.C. A I required. for ascetics or BARS • SHOWN 1 E.W. TYPICAL E1 STANDARD HORIZ. REIN. ® 5" MIN- TAILS MIN. 151N. LAP #3 @ 12" O.C. 2 (EITHER DIRECTION) IL H" 4ZPA FROM SPA TO POOL THICKNESS OF 3" MIN. 3 ®� SHOTCRETE STEPS ORFOR ADJACENT HOUSE SHOTCRETE (is) (TYP.) L BENCHES AS NEEDEDFOOTINGS OR PROPERTY VUSI 2' TO 5' RADIUS SEE SCHEDULE 4 �i LINES SEE NOTE 2 RADIUS Depth -� 5.0 ft. NOTESEE 15 5.0 RADI 6.0 ft. 6.0 ft. 6A ft. b ( 7.0 ft. 7.0 ft. g ft. 8.0 ft. 6 -ai$1 t`i 8.0 ft. 8.0 ft. 9.0 ft. 1i 7 EXTRA TRANSVERSE 9.0 ft. I I t REINFORCEMENT -#3 10' A' 143 DIAGONAL, E.W. AT I r-;• (I €I is 5 LENGTH SPACED ON 12" DRAIN SIMILAR TO LIGHT ab is CENTERS BETWEEN MAIN BARS, NICHE DETAIL ab FLOOR CENTERED ON TRANSITION is is SEE SCHEDULE (MAY BE ELIMINATED IF NO ab is ab TRANSITION EXISTS) ab is LONGITUDINAL SECTION is SECTION A A DETAIL is ab DETAIL A NOT TO SCALE is NOT TO SCALE is depth, ft. 0.0 0 6 0 VINYL EXPANSION JOINT 1 .m 0 SEE NOTE 10 DECK SLAB 4"-6^THICK 6 1'41 DECK SLAB GUNITE IEI�£ 0 6" 1.5 MIN. 0 fi' - 0 6 0 6 0 7 0 3„ MIN. 6" MIN. li1II"" 8, -. yt r::.'" 12" I SHOTCRETE g^ e e 6° .a s• ,Irt 'if 8" 3 2-#3 E.W. ALL AROUND BOND BEAM REIN. ®® ALTER t2" 3a13 BARS (TYP. FaR 12" 18" LOCATION OF BOND 2-#3 DIAGONALS I .( ALL BEAMS) BEAM BAR (TYP) I BEND AS SHOWN 1' 0" j • A.: 3" MIN. FYP) DETAIL E: MINIMAL BOND BEAM DETAIL F: LIGHT NICHE DETAIL D: CANTILEVER DECK DETAIL C: COPING DETAIL D: NOTCHED BEAM (BRICK) NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE (SEE NOTE 21 FOR USE) 0.5 HORIZ. REIN. EXPANSION JOINT #3 @ W O.C. FOR FREE FLOOR REINFORCEMENT STANDING ',i SPA WALL. AS PER STANDARD PLAN FLOOR REINFORCEMENT AS PER STANDARD PLAN SCHEDULE 6" SEE NOTE 10 Depth of Water, ft 2-#3 BARS 3.0 s gg (OR 1-44 BAR) y , ii 1 a 4.5 Pk rL TS EE SPA. .,". _ 2-# BEND DOWN WALL SCH.. VERT. REIN. H TYP S AL REii4F. tz" o.c E.w." BOND BEAM BEND AS SEE SPA I required. for ascetics or BARS • SHOWN WALL SCH. D3 E1 E2 ® 5" MIN- TAILS MIN. 151N. LAP FLOOR REINF. CONT -. DIoTAIL G°SKIMMER (EITHER DIRECTION) IL H" 4ZPA FROM SPA TO POOL Depth of Water, ft Gunite Thickness T, inches 3.0 6 3.5 6 4.0 a 4.5 10 5.0 10 Vertical Reinforcement #3- 12 inch centers. NOTE: Greater wall thickness (T) or double curtain - reinforcement may be used I required. for ascetics or plumbing, REINFORCEMENT VER TICAL REIN. WATER SIDE AND SHOTCRETE THICKNESS 9 SCHEDULE ata @ 12^ o.c. Column Al A2 A3 B1 B2 B3 C1 C2 C3 D1 D2 D3 E1 E2 E3 Soil Category -> NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP.. WISL NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. WISL Pool Depth -� 5.0 ft. 5.0 ft. 5.0 ft. 6.0 ft. 6.0 ft. 6A ft. 7.0 ft. 7.0 ft. 7.0 ft. 8.0 ft. 8.0 ft. 8.0 ft. 9.0 ft. 9.0 ft. 9.0 ft. depth, ft. ab4 is 5 ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is depth, ft. 0.0 0 6 0 6 1 6 0 6 0 6 1 6 0 6 0 6 0 7 0 6 0 6 0 7 0 7 0 7 '1 7 0.0 0.5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 2.5 0 0 0 0 0 0 0 0 1 2.5 3A 1 1 1 1 1 1- 1 1 2 _ 3.0 - 3.5 T 3.5 6 7 I I 4.0 4"0 7 7 7 7 1 4.5 4.5 5.0 0 6 0 6, 1 6 0 7 8 8 6 1 8 2 3 7 5.0 5.5 6 6 8 1 8 10 7 8 _8 - 6.0 - 6.0 - -- -- -- -- -- - _7 7 Ti 8- 9 _ 7 9 6.5 6.5 7.0 1 6 1 7 1 11 9 10 7 8 •10 7.0 9 11 8 8 11 7.5 7.5 1 6 1 9 2 11 9 12 8.0 8.0 9 13 8.5 8.5 1 8 2 9 3 13 9.0 9.0 floor 0 6 0 6 0 6 0 6 0 6 16 6 0 6 0 6 16 6 0 6 0 6 27 7 0 6 27 7 38 7 floor Column --> F1 F2 F3 G1 G2 G3 FREESTANDING WALL. (Both Normal and Exp, Soil)11 Soil Category --> NORMAL EXPANSIVE EXP. WISL NORMAL EXPANSIVE EXP. WISL H I l K L M - Column Depth -% 10.0ft. 10.0 ft, 10.0 ft. -11.0 ft• 11.0 ft. 11.0 ft. H=2.0ft. H=3.0ft. H=4.0ft. H=5.0ft. H=6.0ft. H=)Aft. `- Dear Fee5lpth Pool depth, ft. ab is ab is ab10 is ab is ab is ab1'9 is ab T1 T2 ab T) T2 ab T1 T2 ab T1 T2 ab T1 T2 ab T1 T, depth, ft. 0.0 0 7 0 7 0 7 0 7 0 7 0 7 0 3 4 0 3 4 0 3 4 -0 3 4 0 3 4 0 3 4 0.0 0.5 0.5 1.0 1'0 1.5 1.5 2.0 2.0 2.5 0 d 0 0 0 0 0 0 0 0 0 0 2.5 3.0 1 1 1 I 1 1 1 1 1 2 2 2 3.0 - 3.5 I 4 5 4 5 4 5 4 5 3.5 4.0 4.0 1 1 1 1 3 5 4.5 4.5 5.0 2 2 3 2 4 6 5.0 5.5 7 3 6 7 8 5.5 60 _ 7 _7 8 7 4 3 6 6 9 -6.0 - 6.5 6.5 8 8 9 7 8 8 g 4 6 7 10 7.0 7.0 8 8 2 10 7 I I 7 8 12 7.5 7.5 8.0 9 10 9 10 19 11 8 9 8 9 10 11 1 4 4 1 4 4 1 4 6 2 3 8 2 3 9 2 8 12 8..0 8.5 10 11 12 9 10 '12 8.5 9.0 11 12 13 10 11 14 - _- _- -_ _- -- -_ -- _9.0- 9.5 11 12 14 11 12 15 9.5 10.0 ` 10.0 1 11 2 12 2 14 I 12 16 .0 10.5 10.5 13 17 11.0 11.0 2 11 3 13 2 17 L1 6 1 7 2 ' 7 4� 8 27 7 27 7 40 8 0 3 3 0 3 3 0 3 3 0 3 4 0 3 4 0 3 4 floor 11n_ DJw .,e : roPUMP ii.( t 1 FOOTNOTES TO REINFORCEMENT & GUNITE SCHEDULE HYDROJSTATIC u,^Y 2-.BARSBENTAS Ila....fl.... _ ' 18 note 1 General Notes 19. Continue alternate reinforcement 4.0 ft. past end of radius. 1. For use with normal (cohesionless) Soil (see ) RELIEF- PIPE, I: SHOWN EACH WAY f at the 10.0 and 11 .0 foot depths, all vertical 18" sEeFLooR 2. For use with expansive (cohesive) sail or normal soil with a 2:1 slope. 110. For the °Exp./w SL" soil categories P PERFORATED. TE AND LAPPED 18' c"-'Y,� PERFOIRATED (SEE �� WITH FLOOR DRAW DETAIL 3. For use with expansive soil .with a 2:1 slope. reinforcing, including alternate bars [ab], should. be #4 bars. NOTE9WHEN ra °r, REINFORCEMENT, (SEE NOTE9 ll-. i3?."lir:=1to- 1 WHEN 4. Ob, Alternate Bars (# of vertical alternate reinforcing bars, in addition 3 12" D.C. 11: Site condition that require the use of a freestanding wall usually involve construction of the NECESSARY) MIN. X CLEARANCE IB Ihii-=1 NECESSARY) 24°SC 5. ts, Thickness of Shotcrete (minimum, gunite thickness, inches). 1 pool on or near a slope. If the toe of the freestanding wall is within 1D feet of a slope FROM EARTH. 3f4"-1-12' ORO 6. Continue alternate reinforcement 1.0 ft. past end of radius. ..greater than 5:1 (horizontal to vertical) or if the excavation .for the pool is not carried' DRAIN. ROCK --a-I 24" SQ I -a_ OR0 7. Continue alternate reinforcement 2.0 ft. post end of radius. through the generally looser surface soils, the engineer should be contacted to determine in 8. Continue alternate reinforcement 3.0 ft. past end of radius. writing if a site specific soil investigation is warranted. DETA DETAIL 1: FLOOR DRAIN DETAIL .I: OPTIONAL FLOOR DRAIN NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE GENERAL NATES 1. Normal soil assumed to have the following properties: 1 9. A pressure relief valve shall be installed in pools located in areas where the ground water 10" VERT-REINF. tg SEE SCHEDULE Equivalent fluid pressure= 35 pounds per cubic foot (PCF) 1 table or potential perched water instersects the pool during any period of any given year. 12" MIN. ALTERNATE PLUMBING 'POOL DEPTH' IN FEET SEE SCHEDULE HORIZ.RIENF. i10. Up to 2 inch diameter pipes may be placed in the lower outside corner of the bond beam WATER TROUGH AS MEASURED FROM #3 120.C. Unit Weight = . ed PCF LocnTloN ( OPTIONAL BOND @ Expansive. soil .assumed to have the following properties: 1 provided a minimum of 1.5 inch clearance is maintained between the pipes and any parallel. s" TdPorRETAINED SOIL, reinforcement. If metal piping is used and is placed in shotcrete, it shall be wrapped with I BEAM PLACEMENT 'POOL DEPTH"INFEST ROCKS Equivalent fluid pressure = 50 P('iF ,1A MAX_ sEENore22) MAX.GH visqueen or heavy brown. paper, except where it passes perpendicularly through the Shotcrete. �x AT GRADE (AS MEASURED FROM Unit Wei ht = 125 PCF t® i A ., ®Ai GRADE ° -TOP OF SEENOTETAINEDSaL, I 9 11. Soil shall have minimum bearing value of 1000 sf, 1500 sf for freestanding wall. 2" MIN. i)a <� iIl,, i ,t:;,d` MIN.. SOIL COVER sEENOTEza) 1 Expansive soil with a. slope assumed #o have the following properties: 9 P P. z°MW: 6• 4j j ® js ,' 10" OVER DRAINAGE a Equivalent fluid pressure = 85 PCF 12. Shotcrete shall be placed on or against firm undisturbed soil WATER TROUGH ® 6" �''. COMPOSITE MAX.ROCK 7' IGH I. Y 6" SEE NOTE 12. OR Unit Weight = '125 PCF 113. If expansive soils (clays) are encountered, the sides and bottom of .the pool excavation FN 2. For the following adjacent structure: footin distance L awa from ool ed e, add the indicated must be in moist condition immediately prior to placement of Shotcrete. 6" 1 r ----SEE NOTE 19 FOR WHEN WALL =- Lit i�I"wI` COMPACTED TO ATg 1 9 O y p g 114. If slopes are greater than 2:1 or if slopes. are encountered in expansive soils with OR ELEVATED 12" •"I DRAINAGE IS NECESSARY 24" MAX. l]y t�. , LEAST 90% OF MAX. DRY "surcharge" t0 the depth Of the pool when determining additional reinforcement and Shotcrete 1 P 9 �_7-,ORELEVATED 911.., 1 _' I (PF 9 p P ) raised bond beams, the engineer should be contacted before proceeding. 71, dl p! DENSITY OBTAINABLE IN requirements from the above schedule: (Applies to footings which run parallel to Pool wall DRAINAGECOMPOSITE THE ASTMD1557 - 15. Minimum radius for wall t0 floor transition for straight walls is as follows: 4r L=0 to 1.9 ft., use 3,0 ft. surcharge * 1 15" 4" COMPACTED TEST L=2.0 to 4.9 ft., use 2.O ft, surcharge 1 Depth, f{• Min R2.0'�us ft Depth. f{. Min R 7.0 4.0'�us ft 2 12^ 3"0 PERFORATED DRAIN PIPE 12" LAP I WRAPPEDWlDRAINAGE 2 I°,,..i,i,�;t�,w,,,-. L=5.0 to 7.0 ft., use 1.0 ft., surcharge '!� I COMPOSITE FILTER FABRIC f- .- '� (ie. actual depth 0.0 begins at the 3,0 ft. depth on the sch.) 6.0 3.0 8.0+ 5.0 • #3@ 12"O.C. 3. Shotcrete (wet or dry [commonly known as gunite]) shall be proportioned and placed according 116. All electrical shall be securely grounded before Shotcrete is placed. 3 3#4 BARS EACH WAY to U.B.C. section 1924 and ACI 506, Cement to aggregate, in dry weight, shall not be less 117. All applicable state and local laws and codes shall be followed. VERT. REIN. CONTINUOUS, than five to one. 18. Any condition not specifically covered in this plan or unusual conditions encoutered during OR FOR .REIN. SEENUOUS, SCHED. 4. Design based on 28 day compressive Strength of 2000 psi. 1 excavation shall be brought to the attention of the engineer before proceeding. ® 5. Reinforcement steel shall meet ASTM A615-40. Lap splices shat be at least, 40 bar diameters. 19• If the raised bond beam portion exceeds 2.0' and serves as a retaining wall p soil, the All bends shall be sharp. U.B.C. sections 1907, 1912 and 1924 shall be used 03 Cl guideline. 1 raised portion should have wall drainage installed as shown to prevent build-up of DETAIL M: RAISED NOTCHED BOND BEAM (ROCK) 6- Rebar placement should be such that the distance from the inside shotcretle face to rebor 1 hydrostatic pressures. DETAIL L: RAISED BOND BEAM & WATERFALL SLAB (EITHER RAISED OR AT GRADE) should be a minimum of the total Shotcrete thickness (ts) minus 3". 20. If free standing wall detail is used due to the presence of loose fill soil on the outside of DETAIL K° SNEER DESCENT NOT TO SCALE the wall, then inside thickness of shotcrete (Ti) should be as indicated in the "rein. and NOT TO SCALE 7. In areas where the steel reinforcement is forced together due to curvature of the wall, 1-�4 1 shotcrete thickness sch." minus 3.0 inches. NOT TO SCALE bar may be substituted for 2-#3 bars in order to maintain a minimum. of 2.5 inch spacing. 121. May re used with sand, ravel 3 rock soil conditions .only. 8. For areas where a ramp has been excavated and backfill is not compacted) to a minimum of 90 Y g percent of the maximum dry density of the ASTM D1557 Compaction Test. Reinforcemtent should 122. The design assumption was made that the pool is empty all of the time, consequently any consist of #3 bars at 6 inch centers, each way (both horizontal and veticewl). The extra combination of pool depth and raised bond beam may be utilized as long as the maximum MEN. VERT. REIN. #3 AT 12" O.C., FORhorizontal reinforcement should extend a minimum of 3 feet past the edge of the ramp 1 11.0 foot depth of the plan is not exceeded (for example, a 4.0 foot raised bond beam 2 t(SEE SCH.)-.-{ ADDITIONAL VERT. REIN. (REFERRED 2.0• excavation on either side. Minimum cover of shotcrete over the reinforcement on the outside ofand a 6.0 foot deep pool would utilize the 10.0 foot pool depth schedule). TO AS ALTERNATE BARS [ab])SEE the pool should be increased from 3 to 4 inches. lay. PLAN IN COMPLIANCE WITH 2041 CALIFORNIA BUILDING CODE" ® FREESTANDING WALL SCH. VERT. 8 NOR. REIN. VERT. REIN. THIS12 STANDARD HORIZ. REIN. SCHEDULE THIS SIDE #3 @ 12" SIDE (SEE SCH.) SPACED 8" O.C. O.C. EACH WAY 3 0' H (FT.) VER TICAL REIN. WATER SIDE t (IN.) 2.0 #3 @ 12'0.0. 9 3.0 ata @ 12^ o.c. 9 4.0 #3 @ 12' D.C. 9 5.0 43 @ 12" D.C. 9 6.0 #3 Q 6" D.C. 10 7.0 1 #3 @ 6" O.c. 11 $t] #3@6'O.C. 18 2-93 H MAX. Ti SEE SCHEDULE NOR. REIN. THIS SIDE #3 @ 12" O.C. (SEE NOTE 20) MAX. NUIA LJ 3" 8.0' Ta SEE SCHEDULE H27U Urd Ranch Road l MAX. SIHOTCRETE 01"t >ti CA95 R [ �aQ`��EA�°� q�� $rI�Ie�I® �HENT 2.0'MIN. - (� Cont. Lic 7388.66. CARRY 6 CENTER OF •I I �- - T1 SEE SCHEDULE F �' �Z VERT. & r1J%ET11%1L PLAN HOR. REIN. FOR VERT. REIN. TO N11N. / Cn ',�e�flg° 3 TROUGH 43 @ 12" O.C. E.W. 3.0" PAST RADIUS t> No. 44619 Phone ®® `" OPTIONAL CONSTRUCTION, by � 93 @ 12•O.C., MIN. BUT MANDATORY FOR H>4' d Exp. 3/06 24" LAP EACH END 6^ Ilk - REQUIRED SECTION ST9 C]V 1�\ CORPORATE OFFICE DESIGNED BY: Neil O. Anderson TRANSITION Tz SEE SCHEDULE ®� CAL�F�� 2 ° -�I NEIL 0. ANDERSON 902 INDUSTRIAL WAY DETAIL N: NEGATIVE EDGE I - TO FLOORRAWN BY: R. Cairis 3.0' TRANS. I` THICKNESS A N D ASSOC]A S S O C I A T E S LODI, CA 95240 NOT TO SCALE DETAIL ®: FREESTANDING WALL DETAIL PLAN NOT VALID UNLESS BEARING ORIGINAL AICAL ®ENVIRONMENTAL ®GROUNDWATER PHONE: (209) 367-3701 DATE: MARCH 8, 2000 REVISED: March 18, 2003 INSPECTIONS & TESTING • LABORATORY SERVICES STAMP AND GLUE SIGNATURE NOT TO SCALE POOL ENGINEERING FAX: (209) 333-8303 PLAN 14.0 DRAWING # 1 OF 1 www.noGnderson.com