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HomeMy WebLinkAbout079-090-012ml A _Norton,,:o _ or 34009w J:Z ***'@men d�-f-Mini-A -nv., Oroville 01Z Permit #44'24-80B P E,M(neW s'. e family) 86 -&-OB (c'onv t b lermit#54 r ezewa f !! ,Ajilll ell B (cctnv�et y :o garage SF WIN M yG/ Hunter Drive, 0 oviflze�k C , ontr: Frieda Hart -Martin Orovi� e Permit#199-83E(convert from overhead 'to underground:el-ectric-f-6ed/SF)----' X929 -'89P KADSE&-," Gordona6h B. f, . - . I % I I- , .P�{� ih ' `' .V,,,65'- Hunter.I Di- ,� .-Orovilie ping SF'"- ;gas pi FI"LED: _5 00-2206 'RE T 0 g ZIA, q I. 65 HUNTER, OROVILLE r CONTR: ,SHARP ELECTRIC ELECTRIC SERVICE CHANGE 01-2836 SMITH, BRET A 65 HUNTER DR, OROVILLE CONY GARAGE TO LIV SPACE 02-1676 SMITH, BRET & CINDY 65 HUNTER DR., OROVILLE POOL i II(9�;DCnI i 4 Temp. Power Pole a Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature 1 . k J = OK ' O = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (Single and Duplex) , Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) Hing requirements -Setbacks -Easements _48- Property Line Firewall & Openings tg., Main; Soils-Steel-Elec. Grnd.- / JZ./" Ftg. Depth 4e Ext. Doors -One 3' -Check Garage -3rd story, 2 exits a'ti3t� Ze-rtg., Garage; Soils -Steel- / u" Ftg. Depth lairs; Width -Headroom -Rise -Run -Landing -Fire Protection -4.-Ftg., Porches & De ks; Soils -Slee - / /" Ft epth P ood on Roof Overhang -Attic Vents -Rafter Outriggers walls, ; St -Bloc s -Wrapped -S Siding -Nailing -Veneer Stemwalls, Garage; Steel-Blockouts-Wrapped-Slabtucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access wti•�P'ers-Fireplace Ft .-Steel Glazing Area -Glass Protection -Skylights -Plastic D.W.V.: 11 Fittings way C/O -Sewer Test @ "J5 Shear Walls; Nailing -Bolts *V-T,as Pipe; Size -Anchors -t&.-Water Pipe; Test -Anchors -Regulator -Service Test _ QWrElectric; Underground 44. Plenums & Ducts; Clearance -Material -Support -Ins. -+0. -Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Dat Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Dat Card -BI Date Date FINAL,(Plans) OK except q's Card-BI,01 Date/ p Card -BI Date Date �LUMBING (Permit) OK except q's Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector i_ Water Ht.; Vent -Access -Combustion Air Water Pipe; Test & Anchors -Nail Protection _JS, Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech, Protection S9 --Bedroom Exiting D.W.V.; Test-Fttngs & Anchors -Nail Protection �/,�� IVirSpwer Pan; Test, First Floor -Tub Access 8G!'G.F.I. & Bath Fixtures & Tub Access lal-Test Tub & Shower, 2nd Floor -Tub Access &4,'Elec. Trim & Subpanel; Breaker Sizes -Labels -TT -'Gas Pipe; Size & Anchors tairs & Rails gll/Fireplace or Stove; Clearances -Hearth __ lec. Outlets at Wood Panel; lnt. & Ex s Card -BI Date /f.. Card -BI Date 'Kit. Fixt. & liancen rnd.-Ai ap-Cooking Clearance Card -BI Date Card -BI Date Elec. Outlets & eceptacles at Kit. Counter Date ELECTRICAL Permit OK except N's arage Fire Door; Swing -Landing -Closer A. . Duct in Garage -Damper fixture & Transformer Clearance -Ins. Protection tr. Htr.; Vents -Clearance -Comb. Air-Connecto In Garage; Above Floor-Mech. Protection t' ec. Receptacles Spacing -Lights &Switches at Doors 70. Ib., Elec. & Mech. Equip. Listed for Location e Boxes & No. of Conductors -Stapled lec. ceptacles in Garage; (G.F.I.)-R ex Protec. Ro ex Installed Close to Edge of Studs & C.J. Ins tion-Feaw_Lo*bked in Attic FFYes Ground made up w/Mech. Fasteners -Bond Gas & Water t7a- and Rails & De ruction -Post Caps 2 Appliance Circuits in Kitchen & Conductor Size n. Vents &Crawl Hole Door -Drat &Woo arth Clearance Yes .Z6" Subfeed Wire Size / / a. Cu or AI-A.C. Wire Size / / ga. Cu or AtLeeke6vnder 27. Range Circ. / / ga u r AI -Oven Circ. / ga. Cu or A1, Insulated Neutral es ❑No 7 ollowing instld.: Drives✓ [:]Yes o; Walks Yes ❑ No; Planters ❑Yes L No Ser ice -Riser Conductors & Ground -Main Disconnect r7.* -.7 cco; Brown -Finish quip. Clearances; Panels-Motors-Mech. Equip. C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 3 lothes Closet Light -Shower Light Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. _. Card B -I Card B -I 98 _Date_ / and -BI Date Date Card -BI Date T9' Jyater Well; Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House lass Protection Date MECHANICAL (Permit) OK except q's orrections from Previous Inspections Goa1est-Meters Tagged; Gas -Electric Ducts; Insulation & Support ater &Sewer Connected -C/O to Grade -HD Approval _ _ Card -BI Card -BI .Vent Fan; Exhaust above Insulation •fir Condensate Drain & Overflow; Size & Grade t34. Furnace -_Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic (//J Date l ��d Card -BI_ Date !' Date Card -BI Date . Energy Compliance Certificate -Other Certificates Card -BIW. Date / Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FR G(Plans) OK except q's Comments at Final: _ //Sills; Proper Material & Anchors iY IIs: Studs -Nailing, Spacing & Bracing -Plates _ -Sound /Bearing Walls over Girders & Floor _Nailing_ _ //Draft Stop in Walls (rat proof) 66. ire Stops; Furred Ceilings -Stairs -Chases -Tub 47._Ftpeaer & Beam -Size & Bearing 4`' peners-Post Caps -Anchors -Connectors , f/ 4K Joist-Rftr. Ties-Purlin-Roof Brac.--ShfFfnq.- q. _ replace Ties or Type A Flue-Firepl Throat S flit Access; Size & Romex Protection -Draft Stop -Ins. allies 4< Bdrm_Windows or Exiting Doors -Sill Hat. & Dimensions 47. Garage Fire Protection Framing _ (NOTE: An entry must be made each time youvisit jobsite) J =' OK. , 0 = Not OK Not Applicable = Not Ready IS MOBILEKOMES MISCELLANEOUS L Date MOBILEHOME UTILITIES (Plans) OK except a's 1. Zoning Requirements -Setbacks -Easements "Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location, -Test -Wrap:/. /"L"ft./ /"Nat. or/ /"L"ft./- /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except a's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval i 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged fl 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI 1 Date Card B -I Date Card -B( Date Card -BI Date Card -BI Date 9 al J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville; California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSES O PARGE NUMBER .� I ZON N BUILDING PERMIT ' i OWNS TELEPHONE SQ. FT. OCC. BUILD( C' ALUAT ON O R'SMAILING ADDRESS c CO T ACT NAME ELE HONE CONTRACTOR'S MAILING ADDRESS CO STRUC�'ION ND R w UNKNOWN Fireplace Total Valuation $ L NDER'SyMV—AI ING ADD SS © Permit Fee $ ARCHITECT O NGIN 'RNwh v- LIC NSE NO. Plan Checking Fee ,$ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDIN DDRESSDg Ur. v e PLUMBING PERMIT FilingFee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 v Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 ,�p�.`/ TYPE OF WORK New 1-1AdditionLI Remodel ❑ Utilities ❑ Instal ation❑ Other Describe work: r '� — r r Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 00V OR Main service 600 AMP LOR ESSLESS 5.00 p 7�r�3 Main service EA. ADD'L too AMP 2.50 NEW CONST. // DWELLING OCCUP.& OR ADDNS, l ACC• BLDGS. 20.sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification �I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW MULTI -OUT LE NON -RES,., BRANCH CIRCTITS) 2.50 ea NEW CONSTR. (POWER APPARATUS &I NON -R ESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 50@25a BAL@109 Ex. OCCU FIXED APPLES, OR p•(DUTLETS (RESIT,) EA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 3.00 WORKMEN'S COMPENSATION INSURANCE 1 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 Zf Consent to Self -Insure. 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. Heating Cooling Hood 2.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X I`f��..� Date �o—�\ —�� Signature of Applicant — Owner V Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures 3 s-toorties in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ O OcCUP. GROUP I TYPE OF CONST. PARCEL PD I HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which ECT R OF PUBLIC By /JJ PERMIT EXPIRES bate the applicable provi- resolutions to do fees have been paid. WORKS ypDattee�� � �� /over Receipt No. Y ✓ WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE.- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ERMIT / r � _:P0 AS Sf0R P� L N BEFF R (p — ��F-- ZONING F BUILDVI4G PER /O" ow jiA J p— IVC) /v W SO. FT. OCC. BUILDING VALUATION ZD IO O.o O ER'S MING DDRESS -O 2377 000Vl&&6 Oq- o A4 3 �.o o, L9 CONTRACTOR'S NAME /V ,54 f TELEPHONE I 173K/ g ' DO CONTRACTOR'S MAILING ADDRESS Cr7 '7I�/ LEr$���� ���/� UNKNOWN Fireplace .oa Total Valuation $ 5(7� -� ENDER'S MAILING AD KESS O _ ^ /� r �� Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 8 BUI IN ADDRE F , ,AI�4 ,DR/ �� �/ j� rTl/ PLUMBING PERMIT Filing Fee x.00 Each Trap 2. BE) ,p® Repair drainage or vent piping 2.00 Water piping - LOT NO. !�J SUBDIVISION NAME PARCEL MAP 73 —� Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer ,QQ Lawn sprinkler system 2.00 � TYPE OF WORK ,-,-, New g? Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ ,Va Contractor ELECTRICAL PERMIT Filing Fee /0.00 Main service 1111 OR L 00 AMP ORSLESS 5.00 -oo Main service EA. ADD'L too ATP 2.50 �. NEW CONST. DWELLING OR ADDNS. ( ACC. BLDG'y 2¢sgft , y� CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. icense No. Classification Z -111L, 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 CONSTR. TI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea NEW CONSTR. POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. I EX. OCCUp(OUTLETSOR FIXTURES eo@� BAL@tOC Ex. Occup.(OUTLETS ((RESID )FIXED APPLINIS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 LC_ -CT. Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. �f' l,�J 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 16.00 Heating 2fol 0 00 —DID .A}'% OM Cooling 3T- oa Hood 2�9@- 3.p0 Ventilation Permit Fee $ 3rIOQ Contractor I certify that I have read this application and state that the above information. is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 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 against said County in consequence of the granting of this ppeer`m`iit`��}'' X �i_/ ir7g� Date ;ZZ Signature of Applicant Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ D OCcuP. GROUP I YPE OP ONST. V_ PARCEL PD MD SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE 7 OF PUBLIC By P IT EXPIRES Date the applicable toprovi- resolutions to do fees have been paid. WORKS Date — Receipt No. 40 7-S V WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GLDENROD-APPLICANT O r�- RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT Hurit er Rd , Oroyi 1 l P (location) BUILDING PERMIT NO. A. P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each -item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge Single Glazed Fdn. Walls —Special (Insulated) 49Z= -le Floors NIA CERT. & LABELED WDS. Walls R11 p, R 1 R _ & SLIDING DRS. --- Ceiling/Roof ::19 WEATHERSTRIPPED DRS._fA,� Ducts BACK.DAMPERED FANS Circulating Pipes INTERMITTENT IGNITION DEVICES APPROVED HEATER CERT. APPPLIANCES APPROVED WATER HEATER'' I'DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. 1. Insulation Applicator Name NICHOLSON IA�St'LhTIOA? INT. (p se rint) Signature of Insulation Applicator State Contractors License No. 212461 General Contractor/Owner Name . (please_ print) Signature of General Contractor/Owner�� �N Dated State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO•. REQUESTING FINAL INSPECTION AND SHALL BE POSTED.IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matters/, or need additional explanation, please contact this office immediately. Inspector �. Date 12 ' i! f I • , Y-- H rte! I i 1 111 , . I. I 1 • l z�i • � I I ;1,3� � � I I I ; ' I ;TOOL SHED _ S InlT Q_-- — (a.3.T9U� U E -4' SEi/i/aC __ - - _ .._ - - t-'�---j--_•-_-�- _'!--__I'_—I.._-I E I-T.�,._- -t—.. ..1 ----i---4.-- .-+ ..a_�".'+_— '__-�—'i--�-^-F__-_� _ _.__-� _ ---i--- ---�----t__: im —. _fdU_a' _... I 1i 1 ` �C` r• �`�'����' [ uC tel/ rN y -00r71' 1 1 I , I• PLn 1. PLM�- MALL . II' ' ZO'I ,PLA VJNNING_DIVISION -BUILDING PLAN APPROVAL / �_ - 1 Use': Date:i_D�ZI.Vr 5 14 L, L�f ��I�E�-- i— I i t - • I I I 10 I. Parking: Landscaping; _ MOVILLE , CA . 81596 ; _I ' - Other: I L- _ ;-- -Signature:+ - -a-- - - } t I i I ,V I NYL VJItiQO'v4 i ! 1 2-x4,r h11N00vJ SILL TRIMML`rZ3 ` ,\ r � r LA' I 1 ax�f S.l�t'DS. l�� v.c•t� ,axy C1PP-mss T t I � 1 I f 2�IM... LvSrNC, E/ _ST i NCS f I SC c i P�'xi y ®NE ,6) Foo fi PRE�,A_2` �Y o ;I TG r .L5"m fn4 , G i 1 ' 1 PiA' 1 / i I r I f- } r f r } rx r 1 1 1 + f 1 I I 1 DOL BLL;, Pug -7r- 4x, _ I 1 r t Q191mo RESI1 C_t! _ f I ,. t t , + r ' 'o ' si 1 1 f I I r I I 1 I ' ' 1 Il i j I i I 1 I 4ox ('8 r 1 ILI I I 1 I UN DOM I i I Llrl�P UJA LLS 1 1 I I I ' r � r f I I I -1- . 4. 59X 40 1 1 LVIAIYL� I I r- T i I GAS _ r I i i I_1 SCPIi %4 = MECII Fool_ - - fi-EMC�osF S ,N6 Ggr2,A_ ►=U2 F/�►�1 ��Y X47 �. «. _ (0 5 1 Hutl Tl_g DR t yr , t 1 ,- ' OROVI i LE ;CA 9r5 9,6� C PARLEY DN, -7100 DI'Z f, 2 _370 l,s�.s t ► z` t Ili�l` • r � • + t, - 1 - ' ' 1 1 , I 1 1 r - I 25 711 ClAl S� i OE MEA5UREA4 VT) I_ I u II f�l)1.,%S ►oc mF_Asvtzr EM o�y' _lf� CIou (SIOC ric-ASl4REk&r_ . ao _ > UE, COON V t 1 i �r I I i I I • r � • + t, - 1 - ' ' 1 1 , I 1 1 r - I 25 711 ClAl S� i OE MEA5UREA4 VT) I_ I u II f�l)1.,%S ►oc mF_Asvtzr EM o�y' _lf� CIou (SIOC ric-ASl4REk&r_ . ao _ > UE, COON V t 1 i �r I I i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0�—���� ASSESSOR PARCEL NUMBER 036-760-012 ZONING g BU I LDING P ERM IT OWNER B533-6851 TELEPH(INE SO. FT. OCC. BUILDING VALUATION 520 U_R iQ9400.00 . OWNERS MAILING ADDRESS 65 HUNTER DR, OROVILLF 95966 CONTRACTOR'S NAME 0 WNER T� CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ in Ann ARCHITECT OR ENGINEER LICENSE NO.20.00 Flin Fee Permit Fee $ nn ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 65 HUNTER DR OROVILLE Energy Plan Checking Fee $ - I $ PERMIT FEE $ 250.90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF JP Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: CONV GARAGE TO LIVNG SPACE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p*A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. - OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. CO3O1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO IGOOA 46.00 NEW CONST. DWEWNO OCCUP. SO OR ADDNS. a AOC. BODS. 3.50n RS79 ,NpµREBID.' BRANCMULTI.OUTLET @7.50 POWELER APUTLETPARATUS IN. 8 SI OCIR. zo @ ,•,o Ex. Occup. OUTLET ORFIXTURES BALO .50 Ex. Occup. OUTLETS (R91.) °T�) OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT 19166 ee 20.00 Heating❑ -9-00 Cooling Hood 6.50 Ventilation F PERMIT FEP $ Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provis' s of section 3700 of the Labor Code, I shall forthwit comply with those r vi ions. D e 11 -r -O / nature of -Applicant - ❑ ner ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction le of structures over 3 stories in he' t. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ _ 3 CONST. TYPE VN TOTAL FEE $ 385.10 HAZ. - D F IMP I FLDOD - I CDF - PARCEL I PO HD ISS This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By mDa e 1D d.z. v PERMIT EXPIRES ON 02 ate Receipt No. o� t Ll %7 - 0� WHITE-D.D.S.-B.D. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .;COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 lev.12196) APPLICATION AND PERMIT 0) MIT NO. As ssaso� PAJAM Masan u 036-7&o.- d / d �-+�V Ao BUILDING PERMIT 533 ,aR+✓Z A - S�`'I I TI -1 'aoMON! s0. FT. olvNell wawa -ld65 OCC. BUILDING VALUATION CQ S" l lulu <-�,2 /JR • O �wr u�� C� 5 9 00NrMcTolr's NAYtt TQaION! RMc= C014rs1ACTW11 wLawa AOOAns 06 dwell W wa Aoo�[.. �•. �..rsn. wwNe AooAws 1S9(0 WHO. sua0Ns a" JU ! USE OF 81 ,F # Duplex O Mobllehome u`vther 1. ^TYPE OF WORK Vee 0 Addition 0 Remodel ) LWOW o Instillation o Othsf o )ascribe Work: �.-1 � _0 / *PERMIT FEE PAM SRA SHERIFF OTHER AMOUNT RECEIVEb *RECEIPT NVMSER 20 3l * TO 8E PVT INTO CO#pjTER Total\Valuation i FM F20.00 "°A LEss2WA Flirt Fee E Permit 4,9 23.007o0A Plan Chec in Fee To 100oAOWelwa b Energy Plan Checking Fee S 0 cup.a ACC. at06. ERMIT FEE S PLUMBIN I ERMIT 97.S0 Each Tr APPAPATUs r or he um Si0ding. water heater Water in 1! as water heater or vent wrwT oil ncrunim i In stem t - 5outletsin I Ex. Occup, O A°°L� °n sAl so Mobile Home S Home S GMobile G WW oLnit�s talo. !n 5.00 PERMIT FEE _ 20.00 -dung reel 20.00 7.0— 0t---- 23.00--- 1 s.00 15.00 15.00 15.00 020.00 PERMIT FEE = 3�, � MECHANICAL PERMIT Filing Fee 20.00 rHea=tinglino 5.50 Ventilation PERMIT FEE f Mobile Home Installatlon Fee $ Energy Inspecti F / S4600 ly' `! TO AL FEE $ j NAZ 0. RES Plmo COI CL w I Mae This permit is hereby Issued under the applicable provisions of the Butts County Code and/or Resolutions to do work Indicated above for which fess have been paid. 315. /0 By Date PERMIT EXPIRES ON F-UnM41 FM F20.00 "°A LEss2WA On Lass 23.007o0A 2rv, rt!'n To 100oAOWelwa 0 cup.a ACC. at06. 3.5tRMuI.TFOun.PT 97.S0 APPAPATUs aFOWER C1R 1! -Ex. Occu wrwT oil ncrunim so <1 -•55 I Ex. Occup, O A°°L� °n sAl so I oLnit�s talo. !n 5.00 1 1 i Temporary Service 23.00 Mobile Home Facilities 4000 PERMIT FEE = 3�, � MECHANICAL PERMIT Filing Fee 20.00 rHea=tinglino 5.50 Ventilation PERMIT FEE f Mobile Home Installatlon Fee $ Energy Inspecti F / S4600 ly' `! TO AL FEE $ j NAZ 0. RES Plmo COI CL w I Mae This permit is hereby Issued under the applicable provisions of the Butts County Code and/or Resolutions to do work Indicated above for which fess have been paid. 315. /0 By Date PERMIT EXPIRES ON rv.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AF:: PERMIT pl . 0 -PERMIT NO. aDNMe BUILDING PERMIT wr.tln _ J4t=Z A SMS t "`"1ONs S0. FT. OCC. BUILDING VALUATION ""S",1 "JNO AD s-, 5 3 3 -lam' S` k, els l-lu:r'iQ /JR • O �uv r c c_._ , c,� q 5 9 OMMCTp1T. NM! TQ.S►�ON! AME ONTAACTOA, MIU 04 AoOND. 5A 1-1 E OMTRUCTUMLV41D 1 -�. LI) `-N09n, WjUW ROOMS %C 1"CT 011 EN004M UClM! NO. WGWMCT am O MISI11Ill nNLl110 AODRpt TNO 1z .usavroMs NAw! q S - 6 3 CnPI trs�7 2 USEOF8TRUCTURE ' Duplex O Mobilehome 6,30thir _C=�6 TYPE OF WORK aw O Addition O Remodol UUU9 O Installation O Other O ascribe AWork: / ' �� Q --�(I 97 /fin Q�y�,� 'F X.) *PERArT FEE PAZO SRA ' - SHERIFF OTHER AdIUNT RECEIVEb $ a� *RECEI" NVMSER 3 3 20 �� l * TO 8E PVT' INTO COMPVTER Total`•Valuation $ a Se 0 0 Filing Fee i 20.00 Permit Fee Plan Checkin Fee Energy Plan Checking Fee = a 3 • v, MuuwlmrT BeetGn.agcsas ) s \ ,PERMIT FEE S / PLUMBING PERMIT Fling Fee 20.00 Each Tr �� 7.00 Soil r or he um water heater 23.00 Water in 15.00 Eac as water heater or vent 15.00 s i In stem 1 - 5 outlet 15.00 uildin sewer 15.00 Mobile Home I S I G I W 020.00 ELECTRICAL Main Service Main Service NEW CON, . on AOONS. NONIIOro. Ex. Occup, I Ex. Occup, 1 'Temporary S. i Mobile Home I PERMIT FEE t RMIT FM Fee 20.00 200^ TO iocoA 4a.00 Soov OR leas :oon on �lss 23.00 weua oocu►. a ACC. eine. 3.5 OvneT On FWT%A e a 23.00 Wes 20.00 23.00 PERMIT FEE S 317-000 MECHANICAL PERMIT Fling Fee 1 20.00 - • Coolin Hood I 1 6.50 - PERMIT FES i Mobile Home Installation Fee i Energy Inspection Fee i occ COWT. Type TO Al FEE _ INAL 0. RO O OOI ► 6 "D I esu[ This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work t Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON tia MuuwlmrT BeetGn.agcsas ) CO?7.50 OvneT On FWT%A e a 23.00 Wes 20.00 23.00 PERMIT FEE S 317-000 MECHANICAL PERMIT Fling Fee 1 20.00 - • Coolin Hood I 1 6.50 - PERMIT FES i Mobile Home Installation Fee i Energy Inspection Fee i occ COWT. Type TO Al FEE _ INAL 0. RO O OOI ► 6 "D I esu[ This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work t Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON �'�.ry-r r •+--r c ''��"w'rii�Mr�•.--�..r:. i..�.r✓:.4 ,r n:.r.,: yv. ��'M+�—'vr<'e•"_�-"�„'f'4 . , ..<..fy,,a;� .1 d'�, r . r+,-... - � _ �` •� •. .. «ti - .. .r•+'r ` ft 1. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ( (One form per Building) c., T+frock.�..r•F�"K�;;fy-a.«..rw�SA.3:_`Y`-1,riy. •..•s,>' "i,�. �-7k` 7..., r..tet_.•. .+s� School District / 0 ^�// d ✓.? Building Department No. A.P. Number 36 `7(Q Q /,,-?Jurisdiction: City County Property Owner Property Location/Address Subdivision Lot No. Residential Development No of Living Mobile Home Units Installation • ��11I}!S+tEt,IQI�+ItwTcil'..'"4.1=•t.')'fi+Yl4fdE 1r—� 9 New Addition dA d on/ 'Supplemental to Conversion Permit # '(No foundation Duuamg uepdrement Mepresen[duve (Floor Plans reviewed by School uistnct District Identification No.. School District certifies that . Sq. Footage d "Wo . (Group R) pecnon� Iy r l.i C.�Ji3�.>t-•.,a.., Via. b4.�L. Si"_'. r._l -• Sq. Footage (Including Exterior Roofed Areas) -0 Date (Applicant) ♦JF- (Street Address) 6 (Phone Number) (City) (State) (Zip Code) """ •' -fJU -� S� / has complied with the requirements of Resolution No. by payment of $ representing square feet. AB 2926 • .1 " 3 - .i.,h+ ..� �.,-,.n..�{, ...-.-r• .�"".:,_ , c r a.�F....-_ -K.;: n. r•�#f FULL'`MITIGATIOH`,(r,+:Ats-sYlt +d.+�.l.e�zi-..,....-.-.ru -•,.•...R,..�:.:�... •.v _ ..s.. � 0 School District Representative Air, Date / Remarks: / � � 7 r�u �,� ��-•" �.' r'!Yr�'"✓� : ..fir:, r,`rF"% �: �.. ,h nS.- •' +• - . .i. - Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with. - Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm 4 1 1J• � � ..y.ti, -f'7-r ..�. f-:r'.� .. �;�_- :�T. a, wt µ�,•,,, ..v`J-'�:.. w,,,pii^f�'.+lr. .(tn.r�. Y,..��.�F....r. Y. �!'b'. i.w...:�1. � "`a -r � Y'�' " 7N, nr.° s • i` School District - Yy A.P. Number i Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM '(One form per Building) Building Department No. r, 7 66-Q/Q Jurisdiction: City County i A)A I f Property Location/Address ! LD % t7- z -ra a Subdivision Lot No. Residential Development Commercial/Industrial .........................................................PP.................................................., le Sq. Footage p Wdtionl 'Su lemental to (Group R) Conversion Permit # ' '(No foundation inspection):'` ................................................................................................................... , • �9 Sq. Footage : i (Including Exterior,,, Roofed Areas) Date ool District Personnel) .J, C (Floor Plans reviewed by Sch District Identification No. No of Living MobileHome Units Installation 0 0 New Addftion .........................................................PP.................................................., le Sq. Footage p Wdtionl 'Su lemental to (Group R) Conversion Permit # ' '(No foundation inspection):'` ................................................................................................................... , • �9 Sq. Footage : i (Including Exterior,,, Roofed Areas) Date ool District Personnel) .J, C (Floor Plans reviewed by Sch District Identification No. Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance, with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written.protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the SchoW(N t ct is notified by the applicable Local Planning Age cy,`� at/this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (bui lding department), Pirik (school district) feeform.xls 00/98)dmm X9,0 �y'c /o ( School District certifies that // (Applicant) (Street Address) (Phone Number) j (City) ` (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing g square feet. 11AB 2926 $ FULL MITIGATION $ School District Representative Date . , Paid by Check # r ,r �" Remarks/�� �t Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance, with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written.protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the SchoW(N t ct is notified by the applicable Local Planning Age cy,`� at/this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (bui lding department), Pirik (school district) feeform.xls 00/98)dmm X9,0 �y'c /o s COUNTY OF BUTTE C ' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNERA ► 8 A.P. # Q3 (o—!266^D/.Z PROPOSED BUILDING USE DATE MI ` O� RECEIPT # DATE REC 1. BUILDING PERT FEES -�{ 2 �J Z -- Balance" Due ................ $ J L 0J) -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee .:..... $ 2. SCHOOL DISTRICT FEES c (paid at District Office) 3. SHERIFF FEES (paid at B t 4inggivis on —J f�2 d �G Residential ........ x $360.00 — $_ Units Commercial (sq -ft.). .. x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq -ft.) .. " x =$ Sq. Ft. Amt. ' 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. (APPLICANT *E ! pZ- f ^(J� Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) t J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 Yr .; �- PERMIT APPLICA T ON DATA SHEET OWNER: &F -T A 5 d ( l H ASSESSOR PARCEL ER: 03% - 76 O - C)/ .D- Proposed Building Use:� o 12- L � n,n( Building Inspector: Date: 11-5-01 At time of permit application, I vdis advised the Allowing data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ---------------------------------------------------------------------------- _T/J Plot plains, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ► Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑6, Energy Design Compliance and supporting documentation. El 7. Statement of Intent for Non -Heated and A/C Buildings. ---- 0 8. Hazardous Material Form. ------------------------------------- ❑ 9. Manufactured Home data and installation instruc f$ pact fees as shown on the attached schedule. 12. California Department of Forestry plan approv, Tie Dy. Flood elevation certificate. ----- ti; �nfPIC anitation and plot plan appy Health Department --- =--------- ityof Chico plumbing permit. -------------------------- ----=----------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- r.r. ❑ 17. Planning approval for I< ,*• (B) Parking: _. 1:118. Contact Land Development about 0 Improvements, ❑ Drainag&&kegal Parcel. 1:119. Encroachment Permit, for (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for ^"A r required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑ Workers' Compensation carrier and policy number. ----------------------- i Owner -Builder Verification (Given to owner 0, Mailed to owner ❑). -- ❑24. Letter of signature authorization. (Date) ----- _ t L 1125. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter`of intent on building use. ----------=- --------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. ----- ---Y= . � AL CONRAD CROW ENGINEERING CO. BRADFORD G CIVIL - STRUCTURAL - MECHANICAL ENGINEERS STRUCTURAL CALCULATIONS For SWIMMING POOL STANDARD DESIGN SITE ADDRESS: (SITE ADDRESS MUST BE FILLED IN FOR BUILDING DEPT. SUBMITTAL) QROFESSI BRgp�,'�lR, w 0043483 rM r' P -30- - HOTOCOPY OF ENGINEER'S STAMP IS PROHIBITED OFFICIAL CALCULATION MUST BEAR WET STAMP AND SIGNATURE GUM, Prepared For 'SUILDING DEPARTMENT SOUTH CENTRAL POOL SUPPLY 12670 S.W. Hall Blvd. A Tigard, Oregon 97223 � P RCVS November 11, 1998 10180 S.W. Nimbus Avenue • Suite J3 • Tigard, Oregon 97223-4341 - Phone (503) 639-6601 Facsimile (503) 639-6251 - Email bcce@teleport.com it 3_5- 01 U��E- - moa �c�c ��,� ; �,S4o ?1-!� D I- ye. x I y?- I' I )9-/0 DATE REVISION I PAGES 10180 S.W. Nimbus Avenue • Suite J3 • Tigard, Oregon 97223-4341 - Phone (503) 639-6601 Facsimile (503) 639-6251 - Email bcce@teleport.com it /Al STRUCTURAL SPECIFICATIONS: 1. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS SPECIFICALLY NOTED, THEY DO NOT INDICATE -THE "'METHOD OF CONSTRUCTION. -THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL AT HIS EXPENSE ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT THE SAME IN THE FIELD. OBSERVATION VISITS TO THE SITE BY THE ENGINEER, IF SO RETAINED, SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE OF ALL . FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION, INCLUDING THE INSTALLATION OF UNDERGROUND SERVICES. 2. LOADING AND DESIGN CRITERIA: • DESIGN CODE: 1997 UBC AND 2000 IBC • ALL COMPONENTS ARE FABRICATED OF STEEL CONFORMING TO ASTM A-529, FY=42,000 PSI. THE PANELS ARE GALVANIZED WITH A G-165 OR A- 235 COATING, DEPENDING ON POOL PURCHASED. OTHER COMPONENTS ARE GALVANIZED WITH A G-90 COATING CONFORMING TO ASTM A-525. • ALL BOLTS, NUTS, AND WASHERS SHALL BE SAE GRADE 2/ASTM A-307, ZINC PLATED. • STEEL WALL PANELS MANUFACTURED BY CARDINAL SYSTEM, INC., 269 SOUTH ROUTE 61, SCHUYLKILL HAVEN, PA, 17972. NO SUBSTITUTION SHALL BE ALLOWEDfWITHOUT WRITTEN APPROVAL FROM BRADFORD CONRAD CROW ENGINEERING CO. AND SCP DISTRIBUTORS, LLC. • FLUID PRESSURE = 62.4 PCF `-• <- ,_ EQUIVALENT FLUID PRESSURE=.30.0 PCF STATIC, 48 -.PCF SEISMIC ,5 • .. . ALLOWABLE BEARING PRESSURE= 1000 PSF 44 14 GA. GALVANIZED STEEL WALL 1 1/2" = 1'-0" PLAN IMPORTANT. PHOTO COPY OF ENGINEERS STAMP IS PROHIBITED. OFFICIAL DRAWINGS MUST BEAR WET STAMP AND SIGNATURE. 'ICAL EA. PANEL END 5/e"x1 5/8"x14 GA ANGLE W/ 0 x 1" MB @ ALL HOLES. 14 GA. STRAP W/ 0 MB EA END TYPICAL 4 GA. GALVANIZED STEEL CORNER PIECE GA. GALVANIZED ;TEEL WALL PANEL. NOTE: OMIT CORNER BRACE. BRADFORD ALCONRAD CROW ENGINEERING CO. G CML • STRUCTURAL • MECHANICAL ENGINEERS SOUTH CENTRAL POOL SUPPLY 12670 SW HALL BLVD TIGARD, OR 97223 SITE ADDRESS: BY: RLU CHK: DATE: ,toe N0. 95699 SH. Al 4- 1 1/2" x 1 1/2" x 14 GA. GALVANIZED ANGLE. 14 GA. GALVANIZED/ STEEL WALL PANEL. 1 "x14 GA. STRAP W/--/ Ys"O MB ® EA END TYPICAL 11 11 BRACE 30' ONLY f �',T NOTE: 45° CORNER SHOWN 30° CORNER SIM. 14 GA. GALVANIZED STEEL WALL PANEL. TYPICAL EA. PANEL END -Ya"O x BENT BOLT EVERY HOLE. NOTE: EXCEPT AS SHOWN, OMIT CORNER BRACE. wr 3 ALTERNATE y -SPE- -TAL., WAL-L:A-CORNER .D.ETAIL..-_,- 1 1/2" = 1'-0" IMPORTANT, PHOTO COPY OF ENGINEERS STAMP IS PROHIBITED. OFFICIAL DRAWINGS MUST BEAR WET STAMP AND SIGNATURE. BRADFORD AL CONRAD CROW ENGINEERING CO. CML • STRUCTURAL • MECHANICAL ENGINEERS I SOUTH CENTRAL POOL SUPPLY I 12670 SW HALL BLVD TIGARD, OR 97223 i SITE ADDRESS: BY: RLU CHK: j DATE: JOB NO. 95699 sH. A2 14 GA. AL STEE COF AM, V'04 GA STRAP W/ M80 MB AT EA END GA. GALVANIZED 'EEL CORNER PIECE 4 GA. GALVANIZED STEEL WALL PANEL. NOTE: OMIT CORNER BRACE. ALTERNATE -.-ROMAN ASSEMBLY DETAIL- 1 ETAIL 1 1/2" = 1'-0„ IMPORTANT. PHOTO COPY OF ENGINEERS STAMP IS PROHIBITED. OFFICIAL DRAWINGS MUST BEAR WET STAMP AND SIGNATURE. P& 4 BRADFORD ALCONRAD CROW ENGINEERING CO. Ar.. CIVIL • STRUCTURAL • MECHANICAL ENGINEERS SOUTH CENTRAL POOL SUPPLY 12670 SW HALL BLVD TIGARD, OR 97223 SITE ADDRESS: BY: RLU CHK: DATE: JOB No 95699 SH. A6 M 3/8"0 MB, TYPICAL 64 307) SROM Sta,�A� c i Y? &-r4l, En+os a I I M M VINYL 14 GA. GALVANIZED STEEL WALL PANEL. (8'-0" MAX. PANEL P Psti-NJ 36" ALUMN. COPING 4" THICK CONC. DECK SEE NOTE NO. 2 ON /SHEET NO. 2 /\l i\\i\\i\\i\\ —5/8"0 THREADED ROD � STD 5/8" TURNBUCKLE 5/8"0 A307 THREADED ROD(2) FOR WELDING SEE DETAIL TYPICAL — 3/8"0 A307 MB. (1) BOLT @ ALL HOLES AT INSIDE ROW (NEXT TO POOL) AS A MINIMUM L 11/2 x 1 I/?- I! x 110.' l DIAGONAL BRACE 9 �'S Ps-{ 18" ` 4" / 8"x CONT. COLLARLAR FULL PERIMETER OF POOL 2"x8"x16" PATIO BLOCK AT EACH PANEL JOINT AND CORNER FOR LEVELING, AT CONTRACTORS OPTION 1'-9" 2V," 2Y� 2'— 2" SECTION WAL,L_ �5,e A C6 0 f fr M/4x 3" CLEAR ZYPICAL (2) #4 CONTINUOUS ��--- LI��Z BOTTOM STRUT L,GF L 1 5/8 x 1 5/8 x 14 go. x l' -- METAL STAKE ( / P4r-) SAND OR VERMICULITE CONCRETE BASE. MAX. SLOPE FOR SAND BASE IS 1.25 : 1 MAX SLOPE FOR VERMICULITE IS 1 : 1 /\l i\\i\\i\\i\\ —5/8"0 THREADED ROD � STD 5/8" TURNBUCKLE 5/8"0 A307 THREADED ROD(2) FOR WELDING SEE DETAIL TYPICAL — 3/8"0 A307 MB. (1) BOLT @ ALL HOLES AT INSIDE ROW (NEXT TO POOL) AS A MINIMUM L 11/2 x 1 I/?- I! x 110.' l DIAGONAL BRACE 9 �'S Ps-{ 18" ` 4" / 8"x CONT. COLLARLAR FULL PERIMETER OF POOL 2"x8"x16" PATIO BLOCK AT EACH PANEL JOINT AND CORNER FOR LEVELING, AT CONTRACTORS OPTION 1'-9" 2V," 2Y� 2'— 2" SECTION WAL,L_ �5,e A C6 0 f fr M/4x 3" CLEAR ZYPICAL (2) #4 CONTINUOUS ��--- LI��Z BOTTOM STRUT L,GF L 1 5/8 x 1 5/8 x 14 go. x l' -- METAL STAKE ( / P4r-) i STRUCTURAL DESIGN TABLE 1610.1 Pa- G TABLE 1610.1 SOIL LATERAL LOAD DESCRIPTION OF BACKFILL MATERIALe UNIFIED SOIL CLASSIFICATION DESIGN LATERAL SOIL LOADO (pound per square foot per foot of depth) -graded, clean veli; vel -sand mixes GW 30c —Well graded clean gravels. vel -sand mixes GP - 30c —Poorly Silty gravels, poorly graded vel -sand mixes GM 40c gravels, poorly gradedgravel-and-clay mixes GC 45c —Clayey Well -graded, clean sands; gravelly sand mixes SW 30c Poorly graded clean sands; sand -gravel mixes SP 30c Silty sands, poorly graded sand -silt mixes SM 45c Sand -silt clay mix with plastic fines SM -SC 45d Clayey sands, poorly graded sand -clay mixes Sc 60d Inorganic silts and clayey silts ML 45d Mixture of inorganic silt and clay ML -CL 60d Inorganic clays of low to medium plasticity CL 60d Organic silts and silt clays, low plasticity OL b Inorganic clayey silts, elastic silts MH b Inorganic clays of high plasticity CH b Organic clays and silty clays OH b For Sl: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. a. Design lateral soil loads are given for moist conditions for the specified soils at their optimum densities. Actual field conditions shall govern. Submerged or saturated soil pressures shall include the weight of the buoyant soil plus the hydrostatic loads. b. Unsuitable as backfill material. C. For relatively rigid walls, as when braced by floors, the design lateral soil load shall be increased for sand and gravel type soils to 60 pounds per square foot per foot of depth. Basement walls extending not more than 8 feet below grade and supporting flexible floor systems are not considered as being rela- tively rigid walls. d. For relatively rigid walls, as when braced by floors, the design lateral load shall be increased for silt and clay type soils to 100 pounds per square foot per foot of depth. Basement walls extending not more than 8 feet below grade and supporting flexible floor systems are not considered as being relatively rigid walls. e. The definition and classification of soil materials shall be in accordance with ASTM D 2487. EXISTING STRUCTURES. See "Existing construction." FLOOD or FLOODING. A general and'temporary condi- tion of partial or complete inundation of normally dry land .from: The overflow of inland or tidal waters. 2. The unusual and rapid accumulation or runoff of sur- face waters from any source. FLOOD DAMAGE RESISTANT MATERIALS. Any construction material capable of withstanding direct and prolonged contact with floodwaters without sustaining any damage that requires more than cosmetic repair. FLOOD HAZARD AREA. The greater of the following two areas: 1. The area within a floodplain subject to a 1 percent or greater chance of flooding in any year. 2000 INTERNATIONAL BUILDING CODE® 2. The area designated as a flood hazard area on a com- munity's flood hazard'map, or otherwise legally desig- ' k hated. ` . FLOOD HAZARD AREA SUBJECT TO HIGH VELOCITY WAVE ACTION. Area within the flood hazard area that is subject to high velocity wave action, and shown on a Flood Insurance Rate Map or other flood hazard map as Zone V, VO, or V 1-30. FLOOD INSURANCE RATE MAP (FIRIM). An official map of a community on which the Federal Emergency Management Agency has delineated both the special flood hazard areas and the risk premium zones applicable to the community. FLOOD INSURANCE STUDY. The official report provid- ed by the Federal Emergency Management Agency contain- ing the Flood Insurance Rate Map, the Flood Boundary and. 327 t TABLE 1804.2 —1805.3.2 TABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE SOILS AND FOUNDATIONS P; CLASS OF MATERIALS ALLOWABLE FOUNDATION PRESSURE (psf)d LATERAL BEARING (psf/f below natural graded LATERAL SLIDING Coefficient of friction@ Resistance (psf)b 1. Crystalline bedrock 12,000 1,200 0.70 — 2. Sedimentary and foliated rock 4,000 400 0.35 — 3. Sandy gravel and/or gravel (GW and GP) 3,000 200 0.35 — 4. Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2,000 150 0.25 — 5. Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 1,500 100 — 130 For SI: I pound per square foot = 0.0479 kPa, 1 pound per square foot per foot = 0.157 kPa/m. a. Coefficient to be multiplied by the dead load. b. Lateral sliding resistance value to be multiplied by the contact area, as limited by Section 1804.3. c. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. d. An increase of one-third is permitted when considering load combinations, including wind or earthquake loads, as permitted by Section 1605.3.2. 1805.2 Depth of footings. The minimum depth of footings below the undisturbed ground surface shall be 12 inches (305 mm). Where applicable, the depth of footings shall also con- form to Sections 1805.2.1 through 1805.2.3. 1805.2.1 Frost protection. Except where erected on solid rock or otherwise protected from frost, foundation walls, piers and other permanent supports of buildings and structures larger than 400 square feet (37 m2) in area or 10 feet (3048 mm) in height shall extend below the frost line of the locality, and spread footings of adequate size shall be -provided: where necessary :to properly. dis- tribute the load within the allowable load-bearing value of the soil. Alternatively, such structures shall�be support- ed on piles where solid earth or rock is not available. Footings -shall not bear -on frozen soils unless such frozen condition is of a permanent character. 1805.2.2 Isolated footings. Footings on granular soil shall be so located that the line drawn between the lower edges of adjoining footings shall not have a slope steeper than 30 degrees (0.52 rad) with the horizontal, unless the material supporting the higher footing is braced or retained or otherwise laterally supported in an approved manner or a greater slope has been properly established by engineering analysis. 1805.2.3 Shifting or moving soils. Where it is known that the top of subsoils are of a shifting or moving char- acter, footings shall be carried to a sufficient depth to ensure stability. 1805.3 Footings on or adjacent to slopes. The placement of buildings and structures on or adjacent to slopes steeper than one unit vertical in three units horizontal (33.3 -percent slope) shall conform to Sections 1805.3.1 through 1805.3.5. 1805.3.1 Building clearance from ascending slopes. In general, buildings below slopes shall be set a sufficient distance -from the slope to provide protection from slope drainage, erosion and shallow failures. Except as provid- ed for in Section 1805.3.5 and Figure 1805.3.1, the fol- lowing criteria will be assumed to provide this protection. Where the existing slope is steeper than one unit vertical in one unit :horizontal. (100 -percent slope), the toe of the slope shall be.assumed to be at the intersection ofa.hori- zontal plane. drawn from. the top of the foundation and -a- plane drawn tangent to the slope at an angle of 45 degrees (0.79 rad) to the horizontal. Where a retaining wall is con- structed at the -toe of the slope, the height of the slope shall be measured from the top of the wall to the top of the slope. 1805.3.2 Footing setback from descending slope sur- face. Footings on or adjacent to slope surfaces shall be founded in firm material with an embedment and setback from the slope surface sufficient to provide vertical and lateral support for the footing without detrimental settle- ment. Except as provided for in Section 1805.3.5 and Figure 1805.3.1, the following setback is deemed ade- quate to meet the criteria. Where the slope is steeper than 1 unit vertical in 1 unit horizontal (100 -percent slope), the required setback shall be measured from an imaginary 426 2000 INTERNATIONAL BUILDING CODE® c a BRADFORD CONRAD CONRAD ALcaoWENG INEERMGCo. (± CINL'S1fWCTUR/L'MECl4NC/L ENGINEERS 10180 SW Nimbus Ave. Project SCP Supply - Standard Pool Design Job No. 95699 Section Sheet no./rev. Suite J-3 Tigard. OR 97223 Calc. by Date Chck'd by Date App'd by Date Ph. 503-839-8801 JFB 03/05/02 Standard Pool Design Complies with 1997 Uniform Building Code and the 2000 International Building Code. Controlled backfill, Class 3 or better sub -base Equivelant Fluid Density; y = 30 pcf ; Limit backfill to soil types GW,GP,SW or SP. SG = 90 psf; Slab weight plus 40 psf live load k1 = .27; horizontal force coef for surcharge Sliding Coef.; Sc =.25 Footing Thickness; h1 = 8 in; Soil Depth above footing; h2 = 2.5 ft; Brace connection point above bottom of footing; h3 = 3.25 ft; Location of forces above bottom of footing; - y1 =h1 /2=0.33ft Y2 ='h1 + h2/2 = 1.92 ft - y3=h1/3=0.22ft Y4 = h1 + h2/3 = 1.50 ft Width of footing; x1 = 2.17 It Brace connection point from toe of footing; x2 = 1.67 ft Lateral forces: Footing Weight; W1 = h1 x x1 x 1 ft x 150 pcf = 217.00 Ib Soil Weight; W2 = h2 x x1 x 1 ft x 110 pcf = 596.75 Ib Brace length; BL x22 + h32) = 3.65 ft Brace Spacing; BS = 8 ft CONRAD ALeONRFoaD cROWENGINEER.GCO. AM C1ML'SIRUCTURAL'NECNANICAL ENONEERS 10180 SW Nimbus Ave. Project SCP Supply - Standard Pool Design Job No. 95699 Section Sheet no./rev. Suite J-3 l Tigard. OR 97223 Iz- Calc. by Date Chck'd by Date A"byDate Ph. 503-639-6601 JFB 03/05/02 WITH POOL EMPTY; Surcharge weight; W3= SG x x1 x 1 ft = 195.30 Ib h4 = 0 ft; height of water on base h5 = 0 ft; height of water above brace y5 = h4 / 2 = 0.00 ft y6 = h4 / 3 = 0.00 ft y7=h4+h5/3=0.00ft Rect force block aginst ftg; H1 = (y x h2+ k1 x SG) All x 1 ft = 66.20 Ib Rectangular force block against wall above ftg; H2 = SG x k1 x h2 x 1 ft = 60.75 Ib Triangular force block agains ftg; H3 y x hl / 2 x 1 ft = 6.67 Ib Triangular force block against wall above ftg; H4 = y x h22 / 2 x1 ft = 93.75 Ib H5=h5x64pcfxh4xlft=0.00lb H6 = h42 /2 x 64 pcf x 1 ft = 0.00 Ib H7=h52/2x64pcf xlft=0.00lb Rect force block aginst ftg; H5 = h5 x 64 pcf x h4 x 1 ft = 0.00 Ib Triangular force block agains ftg; H6= h42 /2 x 64 pcf x 1 ft = 0.00 Ib Triangular force block against wall above-ftg; H7 = h52 / 2 x 64 pcf x 1 ft = 0.00 Ib Brace Force; BF'= (H2 x y2 + H4 x y4 — H7'x y7) / 3.25 ft x BL / x2 x BS /1 ft =.1384.50 Ib R1 = (W1 + W2 + W3) = 1009.05 Ib Htotal=H1 +H2+H3+H4—H5—H6—H7=227.37•lb Mot = yl x H1-+ y2 x H2 + y3 x H3 + y4 x H4 - y5 x H5 - y6 x H6 — y7 x H7 = 280.61 Ib—ft Mr = R1 x x1 / 2 = 1094.82 Ib ft M1 = Mot + Mr = 1375.43 Ib ft xbar = M1 / R1 = 1.36 ft e = xbar — x1/2 = 0.28 ft pl = IF(e<xl/6,(R1/x1 + R1 x e x 6 / x12 ),( 2 x R1 / (x1 — xbar) / 3)) / 1 ft = 822.55 psf p2 = IF(e<xl/6,(R1/x1 - R1 x e x 6 / x12 ), 0 plf) / 1 ft = 107.45 psf FSot = Mr / Mot = 3.90 FSsliding = Sc x R1 / Htotal 1 Project Job No. ABRADFORD\ LCONRAD CROWENGINEERNGCO. SCP Supply - Standard Pool Design 95699 G C1'&'S7FUCTURIL'NECHAMC& ENOINEERS Section Sheet no./rev. 10180 SW Nimbus Ave. Suite J-3 Tigard, OR 97223 Calc. by Date Chck'd by Date App'd by I Date Ph. 503-639-6601 JFB 03/05/02 Bending in concrete collar; Oq1 = 1.7 x p1 - R1/x1/1 ft = 933.33 psf Oq2 = 1.7 x R1/x1 / 1 ft- p2 = 683.05 psf Mut = Oq1 x BS2 x 1 ft/ 12 = 4.98 ft -kip Mu2 = Aq2 x BS2 x 1 ft / 12 = 3.64 ft -kip d=3.25;in As= 0.4 ;int Fy = 60 a = Fy x As / (.85 2 x 2.5 x 12) = 1.11 �Mn = .9 x As x Fy x (d - a/2) /12 = 4.85 ; ft -k WITH POOL FULL; Surcharge weight; W3= SG x x1 x 1 ft = 195.30 Ib h4 = 2.6 ft; height of water on base h5 = 8 in; height of water above brace y5 = h4 / 2 = 1.30 ft y6=h4+h5/3=2.82ft y7=h4+h5/3=2.82ft Rect force block aginst ftg; H1 = (y x h2+ k1 x SG) xh1 x 1 ft = 66.20 Ib Rectangular force block against wall above ftg; H2 = SG x k1 x h2 x 1 ft = 60.75 Ib Triangular force block agains ftg; H3 = y x h12 / 2 x 1 ft = 6.67 Ib - Triangular force block against wall above ftg; H4 = y x h22 / 2 x1 ft = 93.75 Ib _. H5=h5 x 64 pcf x h4 x 1 ft =110.93 lb H6 = h42 / 2 x 64 pcf x 1 ft = 216.32 Ib H7 = h52 / 2 x 64 pcf x 1 ft = 14.22 Ib Brace Force; BF=(H2xy2+H4xy4-H7xy7)/ 3.25ftxBL/x2xBS/1ft=1168.32lb R1 = (W1 + W2 + W3) = 1009.05 Ib Htotal=H1 + H2 + H3 + H4 - H5 - H6 - H7 = -114.11 Ib Mot =y1 xH1+ y2 x H2 + y3 x H3 + y4 x H4 - y5 x H5 - y6 x H6 - y7 x H7 = -514.24 lb ft Mr = R1 x x1 / 2 = 1094.82 Ib ft a CDNMD ALBRADFORD cROWENGINEERNG Co. G CIML'STRUCTURPL'NECWMC& ENOINEERS 10180 SW Nimbus Ave. Project SCP Supply - Standard Pool Design Job No. 95699 Section Sheet no./rev. Suite J-3 (I Tigard, OR 97223 Calc. by Date 1 Chck'd by Date App'd by Date Ph. 503-639-6601 JFB 03/05/02 M1 = Mot + Mr = 580.58 Ib ft xbar = M1 / R1 = 0.58 ft e = xbar — x1 /2 = -0.51 ft p1 = IF(ABS(e)<x1/6,(R1/x1 + R1 x e x 6 / x12 ),(IF(e > 0 ft, 2 x R1 / (x1 — xbar) / 3, 0 plf))) / 1 ft = 0.00 psf p2 = IF(ABS(e)<x1/6,(R1/x1 - R1 x e x 6 / x12 ),(IF(e>0 ft, 0 plf, 2 x R1 / (xbar) / 3))) / 1 ft = 1169.16 psf FSot = Mr / ABS (Mot) = 2.13 FSsliding = Sc x R1 % ABS(Htotal) = 2.21 Bending in concrete collar; eq1 = 1.7 x'p1 — R1/x1/1 ft = -465.00 psf Oq2 = 1.7 x R1/x1 / 1 ft — p2 = -378.66 psf Mut = Oq1 x BS2 x 1 ft/ 12 = -2.48 ft—kip Mu2 = eq2 x BS2 x 1 ft / 12 = -2.02 ft kip d=3.25;in As= 0.4 ;int Fy = 60 a = Fy x As / (.85 2 x 2.5 x 12)=1.11 OMn=.9xAsxFyx(d—a/2)/12=4.85;ft_k WITH POOL EMPTY, SEISMIC ADDED; SG = 50 psf; No live load Surcharge weight; W3= SG x x1 x 1 ft = 108.50 lb - y = 48 pcf; increased equiv fluid to account for seismic effect. Rect force block aginst ftg; H1 = (y x h2+ k1 x SG) xh1 x 1 ft = 89.00 Ib Rectangular force block against wall above ftg; H2 = SG x k1 x h2 x 1 ft = 33.75 Ib Triangular force block agains ftg; H3 = y x h12 / 2 x 1 ft = 10.67 Ib Triangular force block against wall above ftg; H4 = y x h22 / 2 x1 ft = 150.00 Ib Footing Weight; W1 = h1 x x1 x 1 ft x 150 pcf = 217.00 Ib Soil Weight; W2 = h2 x x1 x 1 ft x 110 pcf = 596.75 Ib Surcharge weight; W3= SG x x1 x 1 ft = 108.50 Ib CON RAO ALBRADFORD caowENGINEERNe co. (j CM-STRUCTURIL'NECKAMC/L ENGNEERS 10180 SW Nimbus Ave. Project SCP Supply - Standard Pool Design Job No. 95699 Section Sheet no./rev. Suite J-3 ee 12 Tigard, OR 97223 Calc. by Date 1 Chck'd by Date App'd by Date Ph. 503-639-6601 JFB 03/05/02 h4 = 0 ft; height of water on base h5 = 0 ft; height of water above brace y5 = h4 / 2 = 0.00 ft y6 = h4 / 3 = 0.00 ft y7=h4+h5/3=0.00ft Rect force block aginst ftg; H1 = (y x h2+ k1 x SG) xh1 x 1 ft = 89.00 Ib Rectangular force block against wall above ftg; H2 = SG x k1 x h2 x 1 ft = 33.75 Ib Triangular force block agains ftg; H3 = y x h12 / 2 x 1 ft = 10.67 Ib Triangular force block against wall above ftg; H4 = y x h22 / 2 x1 ft = 150.00 Ib Rect force block aginst ftg from water; H5 = h5 x 64 pcf x h4 x 1 ft = 0.00 Ib Triangular force block agains ftg; H6 = h42 / 2 x 64 pcf x 1 ft = 0.00 Ib Triangular force block against wall above ftg; H7 = h52 / 2 x 64 pcf x 1 ft = 0.00 Ib Brace Force; BF = (1-12 x y2 + H4 x y4 — H7 x y7) / 3.25 ft x BL / x2 x BS / 1 ft = 1560.21 Ib R1 =(W1 + W2 + W3 ) = 922.25 lb Htotal = H1 + H2 + H3 + H4 — H5 — H6 — H7 = 283.42 lb Mot =y1 x H1 + y2 x H2 + y3 x H3 + y4 x H4 - y5 x H5 - y6 x H6 — y7 x H7 = 321.72 lb ft Mr = R1 x x1 / 2 = 1000.64 Ib ft M1 = Mot + Mr = 1322.37 Ib ft xbar = M1 / R1 = 1.43 ft e = xbar — x1/2 = 0.35 ft p1 = IF(e<x1/6,(R1/x1 + R1 x e x 6 / x12 ),( 2 x R1 / (x1 — xbar) / 3)) / 1 ft = 834.94 psf p2 = IF(e<x1/6,(R1/x1 - R1 x e x 6 / x12 ), 0 plf) / 1 ft = 15.06 psf Required FS with Seismic; FS = 1.5 x .75 = 1.13 FSot = Mr / Mot = 3.11; OK FSsliding = Sc x R1 / Htotal = 0.81; OK Bending in concrete collar; Aq1 = 1.4 x p1 — R1/x1/1 ft = 743.91 psf Oq2 = 1.4 x R1/x1 / 1 ft— p2 = 579.94 psf Mut = Aq1 x BS2 x 1 ft/ 12 = 3.97 ft—kip 4 ONRAD ALDCONRAD caoweN�iNEEawe CO. I i CINL'STRUClUR►l'NEQIANCIL ENOINEERS 10180 SW Nimbus Ave. Project SCP Supply - Standard Pool Design Job No. 95699 Section Sheet no./rev. Suite J-3 Ar ! 3 Tigard, OR 97223 Calc. by Date Chck'd by Date App'd by Date Ph. 503-639-6601 JFB 03/05/02 Mu2 = Aq2 x BS2 x 1 ft / 12 = 3.09 ft kip d=3.25;in As=. 0.4 ; in2 Fy = 60 a = Fy x As / (.85 2 x 2.5 x 12)=1.11 �Mn = .9 x As x Fy x (d — a/2) /12 = 4.85; ft—k WITH POOL EMPTY, -NO SURCHARGE; SG = 0 psf y=30 pcf Surcharge weight; W3= SG x x1 x 1 ft = 0.00 Ib h4 = 0 ft; height of water on base h5 = 0 ft; height of water above brace y5 = h4 / 2 = 0.00 ft y6 = h4 / 3 = 0.00 ft y7=h4+h5/3=0.00ft Rect force block aginst ftg; H1 = (y x h2+ k1 x SG) xh1 x 1 ft = 50.00 Ib Rectangular force block against wall above ftg; H2 = SG x k1 x h2 x 1 ft = 0.00 Ib Triangular force block agains ftg; H3 = y x hie / 2 x 1 ft = 6.67 Ib Triangular force block against wall above ftg; H4 = y x h22 / 2 x1 ft = 93.75 Ib H5=h5x64pcfxh4x1ft=0.00[b .. H6 = h42 /2 x 64 pcf x 1 ft = 0.00 Ib H7 = h52 / 2 x 64 pcf x 1 ft = 0.00 Ib Rect force block aginst ftg; H5 = h5 x 64 pcf x h4 x 1 ft = 0.00 Ib Triangular force block agains ftg; H6 = h42 /2 x 64 pcf x 1 ft = 0.00 Ib Triangular force block against wall above ftg; H7 = h52 / 2 x 64 pcf x 1 ft = 0.00 Ib Brace Force; BF = (H2 x y2 + H4 x y4 — H7 x y7) / 3.25 ft x BL / x2 x BS / 1 ft = 757.38 lb R1 = (W1 +W2+W3 )= 813.7516 Htotal = H1 + H2 + H3 + H4 — H5 — H6 — H7 = 150.42 Ib Mot =y1 xH1+y2xH2+y3xH3+y4xH4-y5xH5-y6xH6—y7xH7=158.77lb—ft " ONRAD ALONRADaD cCO. CIVR'STFUCTURIL' MECNANCPL ENGINEERS 10180 SW Nimbus Ave. Project SCP Supply - Standard Pool Design Job No. 95699 Section Sheet no./rev. Suite J-3 /� 14- Tigard, OR 97223 Calc. by Date Chck'd by Date App'd by Date Ph. 503-639-6601 JFB 1 03/05/02 I Mr = R1 x x1 / 2 = 882.92 Ib ft M1 = Mot + Mr = 1041.69 Ib ft xbar = M1 / R1 = 1.28 ft e = xbar — x1/2 = 0.20 ft p1 = IF(e<x1/6,(R1/x1 + R1 x e x 6 / x12 ),( 2 x R1 / (x1 — xbar) / 3)) / 1 ft = 577.31 psf p2 = IF(e<x1/6,(R1/x1 - R1 x e x 6 / x12 ), 0 plf) / 1 ft = 172.69 psf FSot = Mr / Mot = 5.56 FSsliding = Sc x R1 / Htotal = 1.35 Bending in concrete collar; Aq1 = 1.7 x p1 — R1/x1/1 ft = 606.42 psf Oq2 = 1.7 x R1/x1 / 1 ft— p2 = 464.81 psf Mut = Aq1 x BS2 x 1 ft/ 12 = 3.23 ft kip Mu2=0g2x BS2 x 1 ft / 12 = 2.48 ft—kip d=3.25; in As= 0.4 ; in2 Fy = 60 a = Fy x As / (.852 x 2.5 x 12)=1.11 �Mn=.9xAsxFyx(d—a/2)/12=4.85;ft k ,��-&f 40 . '!i4 -c>, 3 X08 `> /9816 ® U EI Z:) -- S//(,F4-Aft 61--, VA4, 14 6 (( �)�,/ If /11 /IU 05 S pll! o (5// by -)// (a) = � 0 - 0 a, g (� , I I Lr--r4,/GTN. �D586 7DEXYJ)C2i�0.?5� _ /84/`E�� > ,384 G AA)6pc.F, — 0 's 0 (7, 0, 1 q 6 (�t zovx 0, f 60 go -,-7 Ile. Foe /Vol of Vis s 2(l , z5— D,s (,I146�(2�(�.3X�o 1o1D ;> 1 84 I STM E DF � DG� � � �T ZY i�- CIO�= S (3,ZS�� C��z��s�C3�CYz,)z X090 P-- � 0 101114,7 = 0.5/ 2�5a ALBRADFORD CONRAD CROW ENGINEERING CO. G CML • STRUCTURAL • MECHANICAL ENGINEERS 1997 UBC POOL CALCS UPDATE i3y,, LRB II SOUTH CENTRAL POOL SUPPLY A • Z -Ziff Z TIGARD REGON JM NO. 95699-2 791-5 Stub End Turnbuckles and 790-5, 790-6 Turnbuckle Bodies Drop forged carbon steel. Weldless. Bodies are available either self -colored or with a galvanized finish. Bodies with stubs are self -colored. Bodies meet design requirements of federal specifications FF -T-791, Type 1, Form 1, Class 2; bodies with stubs meet Type 1. Form 1, Class 3. Galvanizing meets ASTM A-153 specification. Design factor is five to one. Gat. Body Weight Per 100. Pounds Thread Dia. (A) With Body Working x Take Up (B) Stubs Body Only Dimensions. Inches With Body Load Limit' ' x' /mm x mm S C S.C. Galv. S T U W Stubs Only Ib/kg '/4 x 4/6 x 102 625-5601 625-5801 625-0701 43/4 3/& 25/6 10 28 16 500/227 5/is x 41/1/8 x 114 625-5602 625-5802 625-0702 5I/is 15,6, 225/32 11 42 22 800/363 3/6 x 6/10 x 152 625-5603 625-5803 625-0703 7'/s 9/16 47/1s 16 86 43 1,200/544 1i x4/13x 102 625-5604 625-5804 625-0704 51/z 3/4 41/4 14 112 50 2,200/998 112 x 6/13 x 152 625-5605 625-5805 625-0705 7'/z 3/4 41/4 16 152 76 2,200/998 1/2 x 9/13 x 229 625-5606 625-5806 625-0706 101,3 3/4 41/4 19 200 109 2,200/998 1/z x 12/13 x 305 625-5607 625-5807 625-0707 131A N 41/4 22 327 130 2.200/998 s x 4116 x 102 625-5608 625-5808 625-0708 57/6 15/16 41/16 14 194 82 3,500/1.588 /6 x 6/16 x 152 625-5609 625-5809 625-0709 77/a 15/is 4'/is 16 237 110 3.500/1,588 $A x 9/16 x 229 625-5610 625-5810 625-0710 107/6 1s/% 4'/,s 19 286 145 3,500/1.588 5/s x 12/16 x 305 625-5611 625-5811 625-0711 137/6 '5/1s 41/4 22 330 170 3,500/1.588 9/6 x 18/16 x 457 625-5612 625-5812 625-0712 197/6 13/1s 41/4 28 450 243 3.500/1.588 3/4 x 6/19 x 152 625-5613 625-5813 625-0713 81/4 11/6 43/6 17 336 150 5.200/2,359 3/4 x 9/19 x 229 625-5614 625-5814 625-0714 111/4 11/8 43/6 20 420 200 5.200/2,359 34 x 12/19 x 305 625-5615 625-5815 625-0715 141/4 1'/s 43/6 23 490 250 5,200/2,359 3/4x 18/19x457 625-5616 625-5816 625-0716 20'/4 11/6 43/6 29 675 350 5,200/2,359 7/s x 6/22 x 152 625-5618 625-5818 625-0718 85/s 15/,6 411/15 18 485 215 7,200/3.266 7/6 x 12/22 x 305 625-5619 625-5819 625-0719 145/6 15/16 4"/1s 24 695 340 7,200/3,266 7/a x 18/22 x 457 625-5620 625-5820 625-0720 205/6 15/16 411/1s 30 1,000 525 7,200/3,266 1 x 6/25 x 152 625-5621 625-5821 625-0721 9 1'/2 5 19 680 300 10.000/4,536 1 x 12/25 x 305 625-5622 625-5822 625-0722 15 1'h 5 25 950 465 10,000/4,536 1 x 18/25 x 457 625-5623 625-5823 625-0723 21 11/4 5 31 1,200 610 10,000/4,536 1'/e x 6/29 x 152 625-5625 625-5825 625-0725 95/s 113/4 471/1s 19 986 525 15,200/6,895 11/4 x 6/32 x 152 625-5626 625-5826 625-0726 93/s 1 "/,6 55/16 20 1,160 525 15,200/6,895 11/4x 12/32 x305 625-5627 625-5827 625-0727 153/6 1"/1s 55/1s 26 1,385 650 15,200/6,895 11/4 x 18/32 x 457 625-5628 625-5828 625-0728 213/6 117/1s 59/1s 32 1,850 925 15,200/6.895 13/6 x 6/35 x 152 625-5630 625-5830 625-0730 95/6 113/16 511/4 21 1.280 640 18,000/8,165 11,3 x 6/38 x 152 625-5631 625-5831 625-0731 93/4 17/6 55/4 21 1,580 640 21,400/9,707 1'A x 12/38 x 305 625-5632 625-5832 625-0732 153/4 17/4 55/6 27 2,250 970 21,400/9,707 1',z x 18/38 x 457 625-5633 625-5833 625-0733 213/4 17/4 55/4 33 2,800 1.200 21,400/9,707 1',z x 24/38 x 610 - - 625-0737 273/4 17/6 - - - 1,710 21,400/9,707 15/s x 6/41 x 152 625-5634 625-5834 625-0734 105/6 25,16 53/1s 21 1,973 975 25.000/11,340 13/4 x 6/44 x 152 625-5635 625-5835 625-0735 103/6 23he 513/is 22 2,300 975 28.000/12.701 2 x 6/51 x 152 625-5636 625-5836 625-0736 11 21/z 6 23 3.520 1,490 37,000/16,783 *WARNING: Do not exceed Working Load Limit. Clevis Nuts --�~ Drop forged carbon steel. Supplied with straight pin and cotter for each end. When ordering, specify tap size, direction (RH or LH), grip and pin size. *DRILLED & TAPPED CLEVIS NUTS AVAILABLE BY SPECIAL ORDER. Brewer-Titchener 15 Weight Cat. No. Dimensions, Inches Without S o T = Clevis Drilled & Max. Max. Dia. Thick- Fork, Nut. Length, Width, Pin, L—� Number Blank Tapped' Tap S Pin P Eye D ness T F N L W Pounds i 2 644-3276 9/s 5/6 17/16 9/4 7/6 9/6 3"/16 V/is 1.2 I D 21h 3 644-3278 644-3282 1 11/4 1'/4 13/4 2'h 3 5/4 '/z 13/16 13/6 11/6 19/16 4 5 11/4 1 1t 2.0 3.5 31,z 644-3284 1 y 2 3'/z '/1 15/6 15/6 6 13/4 7.5 Brewer-Titchener 15 c POct ►-) PROGRAM Section File Editor v1.37 PAGE NO. 1 LARRY R. BRINGHURST TIME Fri Oct 23 09:13:39 1998 / S E C T I O N P R O P E R T I E S l Units : Deg In Part # 1 2 3 4 Type RECTANGLE RECTANGLE RECTANGLE RECTANGLE Area 0.0701 0.1438 0.1438 0.0698 Ix 0.0000 0.0444 0.0444 0.0000 Iy 0.0052 0.0001 0.0001 0.0051 Ixy 0.0000 0.0000 0.0000 0.0000 Xbar -0.4645 -0.0374 0.0374 0.4670 Ybar 0.0374 1.0374 1.0374 0.0374 Xoff -0.9340 -0.0747 0.0000 0.0000 Yoff 0.0000 0.0747 0.0747 0.0000 0.0747 1.9253 1.9253 0.0747 0.9390 0.0747 0.0747 0.9340 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- C O M P O S I T E S E C T I O N P R O P E R T I E S X AXIS - - Y AXIS - -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Units Deg In Area 0.4276 Ybar 0.7101 Xbar 0.0000 Ixy -0.0000 Ix 0.1830 Iy 0.0411 Sxtop 0.1419 Sytop 0.0440 Sxbtm 0.2578 Sybtm 0.0440 rx 0.6543 ry 0.3101 Angle 0.0003 Ixprin 0.1830 Iyprin 0.0411 ---------------------- PROGRAM Section File Editor v1.37 PAGE NO. 1 LARRY R. BRINGHURST TIME Wed May 12 16:16:04 1999 S E C T I O N P R O P E R T I E S P-rzV. l5"!Z-0 Units : Deg In Part # 1 2 Type LINE LINE Thick 0.1196 0.1196 Area 0.1794 0.1794 Ix 0.0168 0.0168 Iy 0.0168 0.0168 Ixy -0.0168 0.0168 Xbar -0.5304 0.5304 Ybar 0.5727 0.5727 Xoff 0.0000 0:0000 Yoff 0.0423 0.0423 1.0607 1.0607 -1.0607 1.0607 C O M P O S I T E S E C T I O N P R O P E R T I E S X AXIS - - Y AXIS - Units : Deg In Area 0.3588 Ybar 0.5727 Xbar 0.0000 Ixy 0.0000 Ix 0.0336 Iy 0.1346 Sxtop 0.0634 Sytop 0.1269 Sxbtm 0.0634 Sybtm 0.1269 rx 0.3062 zy 0.6124 Angle 0.0000 Ixprin 0.0336 Iyprin 0.1346 2v 9D�f 5w IoP mor Clz�(3,Z5 L-) , 8o z T0y) C1 z> /0, 3.0(0 7 r o 90 Z�9o��U�� /®, 3Z . � Zrz > �G l 7) =s1 /537aP I Z ,sof > 7(o/Fz- = ll. 73 < /55 /r �z Am &n�P.4c r �s = 1.3 ,{o — © 1 &OqI 7 ( Z-54) 0.977 /5170 fie, q77'�> = /S015 -Ps/ cru = D► 3,5q (150/5- z 5 3 g 0 >/ 7 70" 2 3 (Z4 -2) CAA- ' 0, 2o (33 ZOO = X 70 < 1270 6E9 Sf-c77 �"� AYF 2 P4, �2e P O ps # > /,? 70 0 - BRADFORD ALCONRAD CROW ENGINEERING CO. G CML - STRUCTURAL - MECHANICAL ENGINEERS 1997 UBC POOL CALCS UPDATE er: LRB CHK: SOUTH CENTRAL POOL SUPPLY DATEAP-2EIR TIGARD OREGON JOB NO. 95699-2 f � PAAV rL -off A Y -r T5,AjS t OrU ao� P r- W = ? 2,1( Cr- Pr,, 8gc ql dJJ,2 VSZ---� PAS MA X Lz&Y:r V = & ir-T' TRW® 2,r;e SPT' � ((o z6� 2.5 ((P)Cplz� = 2i�5 0►0 ��z " o, 0?,y7 AVP -S7P-,& S s,6s /= gym 4MFN PoopL- , AZk /5714, ARZ- &MPAP,ssIoAJI 57P-4"-f6�so WA-Lq, PS L, 19 -AA) e 2�#iti sr ALBRADFORD CONRAD CROW ENGINEERING CO. G CIVIL • STRUCTURAL • MECHANICAL ENGINEERS 1997 UBC POOL CALCS UPDATE Ry.LRB K• SOUTH CENTRAL POOL SUPPLY a TIGARD OREGON J09 NO. 95699-2 Pte/ `) PAGANG — u CPAAA.) (kO all- Fr c � 7 �3 PTS g f=" y3 lFts I (TIZ t L2> V/1,DM ®SnF�� 2.50 Pr s, 00 Fr a 2.33 �T �S FlFF u� �G hirEiVF f� �h64",77ew 25 WIPOt 2�5(3'S17')(3,$)/(, 2 -SO t -,Ar ALBRADFORD CONRAD CROW ENGINEERING CO. G' ' ' CIVIL • STRUCTURAL • MECHANICAL ENGINEERS 1997 UBC POOL CALCS UPDATE ey,LRB SOUTH CENTRAL POOL SUPPLY A Z TIGARD OR GON -- ae NO. -95699-2 ? a�lydo psi 5z5/�, 6373 � g Z 5 fel A0 h 0 71( 7 z I3�3r '. ,- 96j,- = /,//. (-,4 7-360�F5 Pg ,4L5C 5 Pte' � s? F6 /70 "0-30 D� X70 Pi/ Z5 t q/00 23 (5 9&7o Al <i-0 ALBRADFORD CONRAD CROW ENGINEERING CO. CIVIL • STRUCTURAL • MECHANICAL ENGINEERS 1997. UBC POOL CALCS UPDATE er: LRB CHK: SOUTH CENTRAL POOL SUPPLY Y DATE: TIGARD, OREGON Joe No 95699-2 ,6f--B- pa- zs PROGRAM Section File Editor v1.37 PAGE NO. 1 LARRY R. BRINGHURST TIME Tue Oct 27 16:56:19 1998 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- S E C T I O N P R O P E R T I E S -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Units Deg In Part # 1 2 3 4 -------------------------------------------------------------------------------- Type RECTANGLE RECTANGLE RECTANGLE RECTANGLE Area 0.0747 0.3483 0.0747 0.1395 Ix 0.0000 0.6312 0.0000 0.0001 Iy 0.0062 0.0002 0.0062 0.0406 Ixy 0.0000 0.0000 0.0000 0.0000 Xbar -0.4627 -0.0001 0.4626 0.0000 Ybar 0.1121 2.4810. 4.8499 0.0374 Xoff -0.9627 -0.0374 -0.0374 -0.9340 Yoff 0.0747 0.1494 4.8125 0.0000 0.0747 4.6631 0.0747 0.0747 1.0000 0.0747 1.0000 1.8680 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- C O M P O S I T E S E C T I O N P R O P E R T I E S - X AXIS - - Y AXIS - -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Units : Deg In Area 0.6373 Ybar 1.9459 Xbar -0.0000 Ixy 0.1637 Ix 2.1205 Iy 0.0852 _. Sxtop 0.7209 _ Sytop_ Sxbtm 1.0897 Sybtm - rx 1.8241 ry Angle -4.5698 Ixprin 2.1336 Iyprin 0.0885 0.0885 _. 0.3656 0.0721 i OLFLGRT i ti -------------------------------------- i5ROGRAM : Section File Editor v1.37 PAGE NO. 1 LARRY R. BRINGHURST TIME Wed Oct 28 11:34:17 1998 ----------------------- S E C T I O N P R O P E R T I E S --------------------------------- Units Deg In Part # 1 2 Type RECTANGLE ---------------------------------------- RECTANGLE Area 0.1161 0.0747 Ix 0.0234 0.0000 Iy 0.0001 0.0062 Ixy 0.0000 0.0000' Xbar -0.0001 0.4626-. Ybar 0.7772 1.5918 Xoff -0.0374 -0.0374 Yoff 0.0000 1.5544 1.5544 0.0747 0.0747 1.0000 -------------------------------------- C O M P O S I T E S E C T I O N P R O P E R T I E S - X AXIS - - Y AXIS - ------------------------------------------ Units : Deg In Area 0.1908 Ybar 1.0961 Xbar 0.1811 Ixy 0.0171 Ix 0.0536 Iy 0.0160 Sxtop 0.1005 Sytop 0.0205 Sxbtm 0.0489 Sybtm 0.0733 rx 0.5299 ry = rr 0.2896 Angle -21.1829 Ixprin 0.0602 Iyprin 0.0094 CJ0� — (o 7.,, '-/ � 3-5�z) � 2 - s ) = 385 P,= (, SOIL (�39S 2 05 # -rT 7- J -�o-� - gzs Fs/ -f P6. sr 23 Fo = 2 3 6 L f P6. 57- Z �6 W 2-0S (/Z� //, 0 9 -- zz.(ao PI( x -*37 gZ5 + zoo = 0, 0q 4/.o 2 3 (oY-S 25 zoo ALBRADFORD CONRAD CROW ENGINEERING CO. G : CML • STRUCTURAL • MECHANICAL ENGINEERS 1997 UBC POOL CALCS UPDATE BY, LRB CHK, SOUTH CFNTRAI -POOL. SUPPLY A 0-2 TIGARD OREGON JOB NO. 95699-2 5 /)P5 . . . L= 1� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-1676 ASSESSOR PARCEL NUMBER 036-760-012 ZONING AR BUILDING PERMIT OWNER SMITH B TELEPHONE -6251 SO. FT. OCC. BUILDING VALUATION CONT ES T 20,700.00 - OWNERS MAILING ADDRESS 65 HUNTER DRIVE OROVILLE CA 95966 CONTRACTORS NAME OVVLVL' i� TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ 20,700.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 216.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 140.40 BUILDINGADDRESS 65 HUNTER DRIVE OROVTUE, CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 376.40 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 L5.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other EX Describe Work: NEW POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S 35. QQ ELECTRICAL PERMIT Filing Fee 20.00 Main Service i..A OR mss 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 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( SO , Np..ESIDT. MULTI -OUTLET 97,50 POWE. APPARATUS a sLNGLE ourtEr cIR. EX. OCCu OUTLET OR FIXTURES .00 BAIL@ 1.50 LNS Ex. Occup. RESID.O OunFrsEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 11 30.00 30.00 PERMIT FEE $ 50.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall 4folith com ly with se provisions. X Date Z. Sign tures f -App kart - ff Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 461.40 HAZ. - D. FEES IMP - FLOOD v ' CFF - PARCEL - PD - HD - ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Da e �% 3 Uz PERMIT EXPIRES ON / 3 03 ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 y PERMIT, APPLICATION DATA SHEET - OWNER: ASSESSOR PARCEL NUMBER -7 Proposed Building Use: o Counter Technician: �'yl/ f� � Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �1. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. �2. Complete plans, 3 or 4 sets, signed by the l reparer 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, alf in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. - (D) Floor plans in triplicate. All of these must be stamped and wet -signed b tengineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ _ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... _ ❑ 10. Letter of intent for non-residential buildings......................................................... _ ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... 12. Hazardous Material Form . ........................... 4...... .....;................................ _ 13. OtherT3') Remaining items needed to issue the permit. (May require additional an review upon receipt of the following items.) TBP 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. A16. Sanitation and plot plan approval'from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ❑ 19. Planning approval for (A) Use: B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior tt, bccupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ . ❑ Grant Deed ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 31. Other:_ 2,Pk$ m ` When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. pp ca • Ote. �� 1. Index permit application for the above items numbered: %� Plan Check Letter 2. Additional items required Contractor, 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, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: f% Date: (0 23-' u 2 Structural approved by: Date:_ o Z Note transfer by: Date: Yellow: Building Division 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 A) � L. 1 Proposed Building Use: �C )� _ Counter Technician: �./`" V Date: 63 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ` r -L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ]DO72. 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 9. Plot plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner. ❑ 12. Hazardous Material Form. ` 13. Other '4—A irs 0 v Remaining items needed to issue the permit. (May require additional bfan review upon receipt of the following items.) J114. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 15. Statement of Intent for Non -heated and A/C Buildings. A16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit. ❑ 18. California Department of Forestry plan approval ❑ paid. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required. 0'23. Contractor's license information. (Number, Name Style, Classification). ❑ 24. Worker's Compensation Carrier and Policy Number. ❑ 25. Owner -Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). ❑ 26. Letter of Signature authorization. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement. ❑ 28. Manufactured home utility clearance. ❑ 29. Existing violations and/or expired permits. ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 5 1 5 t--/ j and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applici Q­PMRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Original -Applicant ti COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMB R ,� �O ' U 1 a 20NN0 BUILDING PERMIT OWNER �- TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MA61NG ADORES !v cwU COM TELEPHONE C.ONTAACTOR7S MAIUNO ADD CONSTRUCTION LENDER 11—LENDER'S MAILING ADDRESS Fireplace d TCWTECT NRECT OR ENLiINEER LICENSE NO. FlinTotal Valuatlon S %Q0 Fee $ 20.00 OR ENGINEERS MAILING ADDRESS Permit Fee $ • _ BUILDING /ADDRESS Plan CheckingFee b c/ 6 U , 5 , L S 5� Energy Plan Checking Fee E S -3 G0ML: p GfZ C'S U.,0 1 T 2 PN 2 PERMIT FEE t `%jo • d LOT NO. I +� sUBorvslONS NAME 0)5 '-; PARCEL MAP PLUMBING PERMIT Fling Feel -20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heatpump water heater 1 23.00 SF � Duplex ❑ Mobilehome ❑ Other Water piping15.00 /S , /06 SPECIFY Each as water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities Inst Nation ❑ Other Building sewer 15.00 Describe Work: �(JJL�� t-� — Mobile Home S G W Eff0.00 a _ PERMIT FEE $ 3 J .U(� ELECTRICAL PERMIT I Fling Feel 20.00 Main Service =oR LEss mw oR LEss 23.00 Main Service mow To L000A 46.00 NEW CONST: ( OWELLM OCCUP.,3.5¢50. OR AODNS. t ACC. BLDS. I FT. CONSTNEW MULTLOUTLET NON•RESID. I �O 7,50 POWER APPAJL►TUS MW 0893MM 8 SNW.E OUTLET G0. EX. Occup. OUTLET OR FvruREs e� I.w I Ex. Occup. OUTLETSFIXEDA 6 ,DFA 5.00 Temporary Service 23.00 ��' Mobile Home Facilities � 2000. VwYi:•-t I j Misc. Wiring 23.00 S� A 30.od -=;6 . od PERMIT FEE _ 6 .0 C7 star; MECHANICAL PERMIT Fling Fee 20.00 Heat O 4+Ctr Cooling Hood I 6.501 memos Ventilation ..— PERMIT FEt: ! Mobile obile Home Installation Fee $ �� ��� L✓ Energy Inspection Fee S occ CONST. TYPE TO AL FEE $ 1 (� D UES FLOOD I COF D EL III I NO ISSUE This permit is hereby issued under theiprovisions NkYY1 of the Butte County Code and/or Resolutsolutionsons to to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON 41-.. a% 41, 7r, 11K LGIN'ST. ILLE, CA 95966 533-2000 y 3 amnucT TEMP RETURN SERVICE REQUESTED �r� f }'CUSTOMER NUMBER )lARCEL 146MBER fn�eyw%z� '036 -760-012-.0 smilooll SERVICE ADDRESS: HUNTER DR tF7,rjw?,FRvicE, 07/01-' 09 80 2002. 2002- Sewe r Se ry ce 40.80 - ---------- 40. 80 Tbtal lyra t., 3, "AN 224 A'Y. 11" ki'll, tft v, THIS IS TO CERTIFY THAT INSMATION NAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS. CALIFORNIA AONINISTRATIVE CODE. TITLE YS. STATE OF CALIFORNIA. IN THE BUILDING LOCATED AT: Hunter Rd. Oroville- street LotNumber City EXTERIOR MALLS Specified Manufacturer CT Thickness/Type 31,211 R Value 11 CEILINGS r Batts:-- Manufacturer CT Thickness 6 11 R Value 19 Blown: Manufacturer Thickness No. Bags Mt./Bag Sq. Ft. Covered R Value FLOORS Manufacturer Thickness/Type R Value Specified Exterior Walls Manufacturer CT Thickness/Type 6% R Value 1 4 FOUNDATION MALLS Manufacturer Thickness/Type R Value GENERAL CONTRACTOR LICENSE NUMBER By TITLE DATE INSULATIB1 NTRACTO �J T N SU LAT 10NLICENSE NUMBER 212 4 61 Br: vt'It TITLE Vice Pres. DATE 12-4-80 TABLE OF CONTENTS TOC - - -------- Project Title.......... BRET SMITH Date..10/08/01 20:09:29 Project Address........ 65 HUNTER DRIVE *******---------------jj ---- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Buildinq Permit # Barry Rubanoff _/1S /(O P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 by Enercomp, Inc. ---------------------------------------------------------------=--------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -SMITH Program -TOC User#-MP2246 User -Barry Rubanoff Run-SMITH ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page ADDITIONS ................. 1 FORM CF -1R ................ 2 FORM MF -1R ................ 5 FORM C -2R.................. 8 HVAC SIZING ............... 12 i ADDITION WORKSHEET Page 1 ADD ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BRET SMITH Date..10/08/01 20:09:29 Project Address........ 65 HUNTER DRIVE ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # .Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 9591`6 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6'v6.01 by Enercomp, Inc. ---------------------------------------------=--------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -SMITH Program -ADDITIONS. User#-MP2246 User -Barry Rubanoff Run-SMITH ------------------------------------------------------------------------------- ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE ---------------------------------------------------- EXISTING File Name .................. SMITH - SMITH Conditioned Floor Area..... 1953 sf - !�� 4 Standard Design Energy Use. 39.14 kBtu/sf-yr Proposed Design Energy Use. 52.01 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name .................. SMITH2 - SMITH Conditioned Floor Area..... 2487 sf Standard Design Energy Use. 37.29 kBtu/sf-yr Proposed Design Energy Use. 47.13 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio ---------- ------------- 1953 / 2487 ------- = 0.785 DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard Ratio Proposed Standard Design ------------- 37.29 + ------- 0.785 -------- x ( 52.01 - -------- -------- 39.14) = 47.40 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. --------------------------------------------------------------------------- --------------------------------------------------------------------------- ADDITION/ALTERATION ENERGY USE SUMMARY = _-------------------------------------- _ Addition/ _ Energy Use Alteration Proposed Compliance = (kBtu/sf-yr) Design Design Margin = - ----------------------- ---------- ---------- ---------- New .................... 47.40 47.13 0.27 = *** Addition/Alteration complies with Computer Performance --------------------------------------------------------------------------- --------------------------------------------------------------------------- CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------ Project Title.......... BRET SMITH Date..10/08/01 20:09:29 Project Address........ 65 HUNTER DRIVE ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff ��� rP.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date -- Climate Zone........... 11 -------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-SMITH ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2487 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 14.8 0 of floor area Average Glazing U -factor... 0.81 Btu/hr-sf-F Average Glazing SHGC....... 0.64 Average Ceiling Height..... 8 ft Component Type ------------ Wall Wall Roof Roof S1abEdge S1abEdge Door Orientation Frame Type Wood Wood" Wood'- Wood ood"Wood n/a n/a n/a Wind Front (E) Wind Front (E) Wind Front (E) Wind Front (E) Wind Left (S) Wind Left (S) Wind Left (S) BUILDING SHELL INSULATION ------------------------ Cavity Sheathing Total Assembly R -value R -value R -value U -factor R-11 R-0 _R-11 0.098 R-15� R-0 R-15 0.081 R-19 R-0 R-19 0.050 R-19 R-19-38 0.025 R-0 R-0 _, F2=0.760 R-0 R-0 F2=0.510 R-0 R-n/a R-0 0.330 Location/Comments ------------------ Attic Attic FRONT DOOR, REAR DOOR FENESTRATION ------------ Over- Area U- Exterior hang/ (sf) Factor SHGC Shading Fins Location/Comments ----- ------ -------------- ----- -------------------------- 40.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 25.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 12.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 '40.0_ 0.400-U 350 -Standard None Vinyl/Slider/LOWE/SC=0."884 17-.5--o-.940- :0".700 Standard None Metal/Slider/SC=0.88`- 20.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 25.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R --------------------------------------------- Project Title.......... BRET SMITH Date..10/08/01 20:09:29 I MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-SMITH ------------------------------------------------------------------------------- Orientation Wind Back (W) Wind Back (W) Wind Back (W) Wind Back (W) Wind Back (W) Wind Back (W) Door Back (W) Wind Right (N) Wind Right (N) FENESTRATION ------------ Over - Area U- Exterior hang/ (sf) Factor SHGC Shading Fins Location/Comments ----- ------ -------------- ----- -------------------------- 24.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 9.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 14.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 24.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 12.5 0_..94,0. 0.700 Standard None Metal/Slider/.SC;0./S88 20'.0 �0.._40D� 0, 350_',Standard None` -Vinyl/S1_ider/LOWSC=O`88-3 40.00.520 0.650' -,Standard None Vinyl/Slider/SC=0.88' 24.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 20.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 SLAB SURFACES ------------- Slab Type ---------------- Standard Slab HVAC SYSTEMS Refrigerant Equipment Minimum Charge and Duct Type Efficiency Airflow Location ------------ ------------- ------- ----------- Furnace 10.800 AFUEk n/a Attic ACSplit --12.00 SEER! No Attic Area (sf) 1782 Tested Duct Duct R -value Leakage ------- ------- R-4.2 No R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Storage Gas -------'Standard 0 1 REMARKS ACCA Manual Thermostat D Type ------ ---------- No Setback No Setback Tank Energy Size Factor (gal) -------- ------ 0.62 ------ 0.62 �: 40 _.. _ External Insulation R -value R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------------------------------ Project Title.......... BRET SMITH Date..10/08/01 20:09:29 MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM CF -1R User##-MP2246 User -Barry Rubanoff Run-SMITH ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section: DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... BRET SMITH Name.... Barry Rubanoff Company. OWNER/BUILDER Company. Barry Rubanoff Address. Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 1-530-533-6851 Phone... 530-589-4102 License. Signed.. 0- -C} Signed.. (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ------------------------------------------------ Project Title.......... BRET SMITH Date..10/08/01 20:09:29 Project Address........ 65 HUNTER DRIVE *******--------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Barry Rubanoff P.O. Box 1123- Berry 123Berry Creek, CA 95916 530-589-4102 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for Building Permit # Plan Check / Date Field Check/ Date --------------------- 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-SMITH ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance'specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R ----------------------------------------------------- Project Title.......... BRET SMITH Date..10/08/01 20:09:29 I MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -SMITH ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control \ 2. No continuous burning gas pilots allowed. _X SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce - er ment 110 -113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h). Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or. cooling systems. 150(j). Pipe and Tank insulation T 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having -an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment ' 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R ----------------------------------------------------------- Project Title.......... BRET SMITH Date..10/08/01 20:09.29 MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -SMITH ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 8 C-2R Project Title.......... BRET SMITH Date..10/08/01 20:09:29 Project Address........ 65 HUNTER DRIVE *******_____________________ OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-SMITH2 Wth-CTZllS92 Program -FORM C -2R ----_--_- --_--User#-MP2246 User -Barry Rubanoff Run-SMITH ---------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = - Space Heating.......... 17.52 --------------- 20.11-- ----2.59 = = Space Cooling.......... 8.34 17.27 -8.93 = = Water Heating.......... 11.43 9.75 1.68 = = Total 37.29 47.13 -9.84 = _ *** Building does not comply with Computer Performance *** GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2487 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab Number of Building Zones... 1 Conditioned Volume......... 20009 Slab -On -Grade Area......... 1782 Glazing Percentage......... 14.8 Average Glazing U -factor... 0.81 Average Glazing SHGC....... 0.64 Average Ceiling Height..... 8 ft On Grade cf sf % of floor area Btu/hr-sf-F COMPUTER METHOD SUMMARY Page 9 C -2R ----------------------------------------------------------- Project Title.......... BRET SMITH Date..10/08/01 20:09:29 I MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 'User -Barry Rubanoff Run-SMITH ----------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 2487 20009 1.00 Yes Setback 8.0 Standard No Area Surface (sf) -------------- ------ HOUSE - Existing 1 Wall 2 Wall 4 Wall 6 Wall 7 Wall 9 Wall 10 Roof 11 Roof 16 Door 17 Door HOUSE - New 3 Wall 5 Wall 8 Wall 12 Roof OPAQUE SURFACES --------------- U- Insul Act Solar Form 3 Location/ factor R-val Azm Tilt Gains Reference Comments ----- ----- --- ---- ----- ------------ ---------------- 223 0.098 11 90 90 Yes W.11.2X4.16 Gains Location/Comments 160 0.098 11 90 90 No W.11.2X4.16 No 238 0.098 11 180 90 Yes W.11.2X4.16 261 0.098 11 270 90 Yes W.11.2X4.16 130 0.098 11 270 90 No W.11.2X4.16 417 0.098 11 0 90 Yes W.11.2X4.16 880 0.050 19 n/a 0 Yes R.19.2X6.24 Attic 560 0.050 19 90 36 Yes R.19.2X6.24 Attic 20 0.330 0 90 90 Yes None FRONT DOOR 8 0.330 0 270 90 Yes None REAR DOOR 172 0.081 15 90 90 Yes W.15.2X4.1.6 161 0.081 15 180 90 Yes W.15.2X4.16 152 0.081 15 270 90 Yes W.15.2X4.16 534 0.025 38 90 36 Yes R.38.2X6.24 Attic PERIMETER LOSSES Length F2 Insul Solar Surface (ft) ------------ Factor R -vat Gains Location/Comments ------ HOUSE - Existing -------- ------- ----- ---------------------- 13 SlabEdge 109 0.760 R-0 No 15 SlabEdge 28 0.510 R-0 No HOUSE - New 14 SlabEdge 73 0.760 R-0 No COMPUTER METHOD SUMMARY Page 10 C -2R -------------------------------------------- Project Title.......... BRET SMITH Date..10/08/01 20:09:29 I MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM C -2R User##-MP2246 User -Barry Rubanoff Run-SMITH ------------------------------------------------------------------------------- Orientation ------------------ HOUSE - Existing 1 Wind Front (E) 2 Wind Front (E) 3 Wind Front (E) 5 Wind Left (S) 6 Wind Left (S) 7 Wind Left (S) 8 Wind Back (W) 9 Wind Back (W) 10 Wind Back (W) 11 Wind Back (W) 12 Wind Back (W) 15 Wind Right (N) 16 Wind Right (N) HOUSE - New 4 Wind Front (E) 13 Wind Back (W) 14 Door Back (W) System Type ------------- HOUSE Furnace ACSplit FENESTRATION SURFACES --------------------- Exterior Area U- Act- Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- ---- -------- ------------------------ 40.0 0.940 0.700 90 90 Standard Metal/Slider/SC=0.88 25.0 0.940 0.700 90 90 Standard Metal/Slider/SC=0.88 12.0 0.940 0.700 90 90 Standard Metal/Slider/SC=0.88 17.5 0.940 0.700 180 90 Standard Metal/Slider/SC=0.88 20.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0.88 25.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0.88 24.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 9.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 14.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 24.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 12.5 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 24.0 0.940 0.700 0 90 Standard Metal/Slider/SC=0.88 20.0 0.940 0.700 0 90 Standard Metal/Slider/SC=0.88 40.0 0.400 0.350 90 90 Standard Vinyl/Slider/LOWE/SC=0.8 20.0 0.400 0.350 270 90 Standard Vinyl/Slider/LOWE/SC=0.8 40.0 0.520 0.650 270 90 Standard Vinyl/Slider/SC=0.88 SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1782 HVAC SYSTEMS ------------ Refrigerant Minimum Charge and Duct Efficiency Airflow Location Tested Duct Duct R -value Leakage ACCA Manual Duct D Eff 0.800 AFUE n/a Attic R-4.2 No No 0.767 12.00 SEER No Attic R-4.2 No No 0.669 COMPUTER METHOD SUMMARY Page 11 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BRET SMITH Date..10/08/01 20:09:29 ---------------------------------------------------------- MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run -SMITH I ------------------------------------------------------------------------------- Tank Type Heater Type ------------ ----------- 1 Storage Gas . WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 REMARKS Tank External Energy Size Insulation Factor (gal) R -value -------- ------ 0.62 40 ---------- R- n/a HVAC SIZING Page 12 HVAC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BRET SMITH Date..10/08/01 20:09:29 Project Address........ 65 HUNTER DRIVE ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author.... Barry Rubanoff *******, Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-SMITH2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-SMITH ----------------------------------------------------------------------------=-- GENERAL INFORMATION ------------------- Floor Area.. ............... 2487 sf Volume .................. . 20009 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors -when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) -------------------------------------------- Opaque Conduction and Solar...... 17045 ----------- 8243 Glazing Conduction ............... 11831 7690 Glazing Solar .................... n/a 14958 Infiltration ..................... 11381 4673 Internal Gain .................... n/a 2100 Ducts ............................ 4026 3766 Sensible Load .................... 44283 41431 Latent Load ...................... n/a 8286 Minimum Total Load ----------- 44283 ----------- 49717 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors -when selecting the HVAC equipment. 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. I. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES N' NO ❑ . 2 I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 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 NUMBER: DATE: LO - �0 - y 1 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I 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 parry 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 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the Californla Health and Safety Code - OVER f O� P OROPME-WYMPOUE /RR/GATlo# VIVR/CT ,. WATER and HYDRO -ELECTRIC September 18, 2001 Bret Smith 65 Hunter Drive Oroville, CA95966 Re: AP# 036-760-012 TENTATIVE WILL SERVE LETTER 2310 Oro Quincy Highway P.O. Box 581 Oroville, CA 95965-0581 (530)533-4578 Dear Mr. Smith: By this letter we are affirming that the OROVILLE-WYANDOTTE IRRIGATION DISTRICT will provide domestic water service to the referenced parcel subject to the following conditions: 1. Deposit of funds with OWID sufficient to cover: • All applicable fees, charges and the cost to physically install necessary water services facilities, including meter sets, meters and backflow prevention devices. Upon satisfaction of the foregoing condition, water service will be provided subject to all current and subsequently amended District rules, regulations, fees and charges, as established by the Board of Directors. This commitment to serve will remain in effect for one (1) year from thedate of this letter. 'Sincerely, Oro -Wyandotte Irrigation District Patricia L. Douglass . . Administrative Assistant .. r, ". �� _, •s. `l,t �:. '�:f:.' .°' is f. ;}�.. ,. F:\DATA\Cortespondence\Admin\Willserve\36760012.901.doc ■ 1960 ELGIN ST.'_.w OROVILLE CA 95966 • I ,.L.O.A. P.U.D 1960 ELGIN ST. PRESOPTED FIRSTCLFSSLIALL ,=-OROVILLE, JkFPUBLIC (530) 533 2000' - UTILITY OROVILLE, CA 95966 Us Posh:"pao / _ _ DISTRICT. TEWRETURN SERVICE REQUESTED (530) 5533'2000.`-•' RETURN THIS STUB ORO\ ILLE: CA : ' PERIAIT tIG. 250 I:. • .ty; PARCEL NUMBER' • �1 CUSTOMER NUNBER PARCEL NUI,?BER�.. _ CUSTOMEKNUM R' ' �•. 036-760-012-0 N - SMI0011 _ 036=760-012-0, yam'."SMI0011 x o SERVICEADDRESS _ HUNTER DR SERVICEADDRESS: 2 65' HUNTER: DR _''65 I CORVICE FROM t TAuni MIT • -07/01 09/30 - 09/21:. . . Oa: 2001,E I 2001 _ j . 2001 39.430 � tee. w' Sewer. Service 4 39.3c) ,` - � ��. r�m �j. �� ..� - - t, fi.A ;� � _ _• rte. _ .': _ r - BRE_ T A _SMITH _ t Z # 65 HUNTER DR. 00 , OROV`I L L E' CA _ 95966 t. Total -------------> 39 30 ` .� 036-76-0-012,4"!' 00-2206 r SMITH, BREI I., -- - - .. • 65 HUNTER, OROVILLE ' CONTR: SHARP ELECTRIC t ELECTRIC SERVICE CHANGE f i t 4 • ti a- • OFFICE COPY Address z �- .. t d 3 ELECTRIC Meter By Date, DZi E � - (�2166 4• 1, i `� V I 1 r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-760-012 ZONING BUILDING PERMIT OWNER BRET SMITH TEL 13-6851 �� SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 65 �, OROVIJU 95%6 CONTRACTOR'S NAME SHARP ELECTRIC TELEPHONE 5 5218 CONTRACTORS MAILING ADDRFyS"0. BOX 1390, OROVILLE 95%5 �+ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 65 HUNTER, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME MAP PLUMBING PERMIT Filing Fee 20.00„ Each Trap 7.00 USEOFSTRUCTURE ..r SF ❑ Duplex ❑ Mobilehome ❑ Other c F 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: ELECTRIC SERVICE CHANGIR _ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee " 20.00 Main Service z000u ow mss 23.00 2 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisio` ,,of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in II force and effect. ° ; License Class C:-10 Lic. NO. 9 rP, T - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contraltors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole cdmpensation, will do the work, and the structure is not intended or offered for sa4(e. ❑ I, as owner of the property, am exclusively contracting with license contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions ode for this reason Main Service TO tOooA 46.00so WEE200A NEW CONST. DWELLING OCCUP. SO. OR ADDNS. ( a ACC. BLDs. 3.50FT, NEW CONST. MULTI.OUTLET NON•RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CR. Ex. Occup. OUTLET OR FDrrURES BAL ®I:D° FIXEOAPP LNS. DR Ex. Occup. ouTLETs RESID. EA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 4 3.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations ❑ 1 have and will maintain a certificate of consent to self -insure or workers' compensation, as provided for by section 3700 of the Labor G1I e, 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 peamit is issued. My workers' compensa op insurance carrier and policy number ake: Carrier 'may i CC_314—fJ Policy Number '� -`fir !at ," CCS^ ?_7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers'-compensa�on_ provisions of section 3700 of the Labor Code, I shall forthwith -co , I ith those provisions. X Date f �� Sign'at-ire--o'f ApWa t - ❑ 9 ner Contractor ❑Agent (` An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.001" Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAz. D. FEES IMP FLOOD I CDF PARCEL PD I HD ISSU This permitis hereby issued under the applicable provisions of the Butte County ,Code and/or Resolutions to do work indicated ove fof-whic , fees have been paid. r ' ` Date / 13 PERMIT EXPIRES ON Or.) 301367 1 Receipt No. 3' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to.this matter, or need additional explanation, please contact this office immediately. Date10 - 6 8 Inspector / `'/tom' REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 5` 411 Main Street • Chico, CA • (530) 891-2751 t . 7 County Center Drive • Oroville, CA • (530) 538-7541 Y CORRECTION NOTICE .l Q,,Q - 2 2-6 1� OWNER PERMIT NO. " A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Please contact this office immediately. Date OD Inspector REV 10/92 -•C-9S,r.�.a��,, c -ass _ ...._ ,�• - ,. •-r--P.r.--w COUNTY OF BUTTE BUILDING DIVISION DEPJkRTMENT OF DEVELOPMENT$ERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE r OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. sem. ,cam1 111111 U 111111111110110 n2pA,• REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PE MIT NO. (Rev. 12/96) APPLICATION AND PERMIT AQ- M�6 ASSESSOR PARCEL NUMBER 036-760-012 ZONING BUILDING PERMIT OWNER BRET SMITH TELEPHONE 533-6851 SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 65 HUNTER, OROVILLE 95966 CONTRACTOR'S NAME SHARP ELECTRIC TELEPHONE 533-5218 CONTRACTORS MAILING ADDRESS O. BOX 1390, OROVILLE 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 65 HUNTER, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE CHANGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR tfOV SS 23.00 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 inII force and effect. License Class e-lD Lic. No. 32/70,15 OWNER-BUILDTR DECLARATION 1 hereby affirm under penalty of perjury at I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To +000A 46.00so WEL200A NEW CONST. DWELLING OCCUP. ( ACCGBLDS�r ORw 3.5QF°: corgi . M NOZR ID LTI@7.50 POWER APPARATUS 8 SINGLE OIlRET CIR. Ex. Occup.OUTLET OR FIXTURES BA0 O +'50 L @ .s0 Ex. Occup. . xl xE' '(g.,6.)0& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensatioA Insurance carrier and policy number are: Carrier _'"f)Tt- coq ne Policy Number °71 3 - (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wor oPpensati= provisions of section 3700 of the Labor Code, I shall orthwit with ose provisions. X6ji� Date /�a�� Sign Ap t - ❑ ner .Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP I FLOOD I COF PARCEL PD I HD ISSU This permit is hereby issued under the applicable provisions of the Butte CountyCode and/or Resolutions to do work indicated ove is fees have been paid. .-QO Date '— PERMIT EXPIRES ON gf0 ReceiptNo. 302882 / $43.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �► 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�7� � RMTfNo (Rev.12/96) APPLICATION AND PERMIT !/ {� ASSESSOR PARCEL HU14WER ZgNING Q BUILDING PERMIT ^7� TELEPHONE OWNER13 11 Sp, FT, OCC. BUILDING VALUATION OWNERS MAIUNG ADDRE99 0 � 92, . COMM _ R'S E HONE CONTRACTORS =RESSqtj CONSTRUCTION UINDER [Fir, LENDER'S MAILING ADDRESS lace Total Valuation $ ARCHRECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCWTECT OR ENGWEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDINGADDRESS ^� !/ Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUMMSIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: 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 Fling Fee 20.00 OOOV OR LES Main Service sow OR LESS 4' 23.00 RECEIPT # SRA $ SHERRIF $ TOTAL $ Receipt No. Main Service 200A TO IOOOA 46.00 NEW CONST. DWELLING OCCUR so OR ADONS. ( & ACC. OS. 3.50 eL NEW CONST. MULTI -OUTLET NON.RESID. @7.50 POWER APPAMTUS 8 SINGLE OUTLET CIR. 20 Ex. Occup. oUTLET OR FIXTURES ® 1.00 aAL a .30 Ex. Occup. os EO APPo.°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP_ $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. rrPg TOTAL FEE $ HA2. D. FEES IMP FLOOD 1 CDF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ata WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT z 41 Permit#199-83E:. Erwin 'M. Kyte L/ L �y L ,I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION 4WD PERMIT PERMIT NO. ASSESSOR P`ARCEVNUMB'ER ����� ,\ _ t �7/ (� /j ZONING BUILDING PERMIT - OWN r,e��// � �7�' �- T EPHONE .�• s i� � J SO. FT. OCC. BUILDING VALUATION OWNER' SMAI LIPIG :AQ:DR SS J�k CO TRACTOR'S NAtAE TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION• DE UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR E'tJ6 NEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUIL4.I.NG ADDRESS �''.�'�✓E PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 ��// Water piping 5.00 LOT NyO�. % SUBDIVISION NAME j/ L �1c;�/C �1 ♦♦r Z PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 -- USE OF STRUCTURE SF [= J�� Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 G Mobile Home S W --,10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe work: ii� !r,� ti'� �t—� �L i/�<< 6>i�-LG r/I LG f Vii% Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 SL 0AMP ORLESS 10.00 Main service EA. ADD'L too AMP 250 NEW CONST.(DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. I 2/20sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered or sale. (Sec. 7044) { 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTF LUT%-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea NEW CONSTR. / POWER APPARATUS &) NON-RESID. %SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 8A e° oQ FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 % &0 Permit Fee $ 00 Contractor MECHANICAL PERMIT Filing Fee 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 .he 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. 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 6comply to all County Ordinances and State Laws relating to bui %ding cons ction, and' hereby authorize representatives of the County of Butte to enter on the a eve -mentioned property for inspection purposes. I also agree to save,yntemnify and keep harmless the County of Butte against all liabilitiSy.,_ merits, costs, and expe es which may in y way accrue against s +d C u m consequence f th Mg of this per t. X -- Date 1 �3 Signature cant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ t9ta OCCUP. GROUP TYPE OF CONST. PARCEL PD HD I9SVE This permit is hereby issued under sions of the Butte County Code and/or work vindicated -above' for which fees l EC OR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS / Z.513 Date �_76 Receipt No. to J / WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATI,QN AND PERMIT PERMIT NO. ASSESSOR PARCEL UMBER / % (/f G/JVn � ZONING BUILDING PERMIT OM u R,/Oy�rc_ T S0. FT. OCC. BUILDING VALU TION 0 NERIS ' 50 A I/ /VDD eIV E . O&I11U.0i�+ CQ 67/ CSO 'S NA ^ — I ^ /J -/L`^ /''A TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTIO DE UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR N ER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT O ENGINEER'S MAILING ADDRESS Permit fee $ eu1 LEtWD 0W z) PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 7 Solar Water Heater 20.00 Water piping 5.00 [� sue IVISION NAME 61QpG 17M 5f Z PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Addition ❑ Rem del ❑ Utilities Installation( ther Describe work: ���� — /6 //� D62 d421 �i��� �� vliv ,w Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e0ov OR LESS 700 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 27h¢sgft CONTRACTORS LICENSE LAW • I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessEx and Professions Code and m license is in full force and effect. Y License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered 141(Sr sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec. , Business and Professions Code for this reason NEWCONSTR ULT' -OUTLET 2.50 ea NON.R ESID BRANCH CIRC ITS NEW CONSTR. IPOWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. / 2OG50C Occup(OUTLETS OR FIXTURES SAL®900 . Occup(FIXED APPLN5. OR Ex. OCCUp- OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 -j-00 Permit Fee $ 8C7 Contractor MECHANICAL PERMIT FiIIng Fee 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 shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation - permit Fee $ Contractor I certify that I have application and state that the above information is correct. I agree comply o all County Ordinances and State Laws relating to building cons uction, a hereby authorize representatives of the Countyot Butte to enter on the a ve-mentioned property for inspection purposes. I also agree t save, ' demnify and keep harmless the County of Butte against all liabilitie nts, costs, and expe es which may in y wa accrue against my in consequence f t g of this per t. X. Date y� �3 Signature O pp Icant — Owner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ !!fir 6t7 occUP. GROUP TYPE OF CONST. PARCEL PD ND ISSUE This permit is hereby issued under sions a Butte County Code and/or work indi a abov for which C 6R OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date /_�� /over Receipt No. /(o� / / WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT �«+c}„-.owaca.::,....r,.... . ,,, ._... _. � ,. ,.,.;..r...3 :. _, .., . .. _ � .. ,.. �a,.,,,+,.:r.,+'-.a•' -. �Kh�.'d'". - ^,�,Y'!�4'^�:�7-f: ..-w"......:� x�.; Jr �. �-� 36-76-12 • . 'A x.:929 -89P ' F MADSEN, Gordon B.' 65` Hunter Dr, Oroville ; (gas Piping)SF ,r FINALEDi .-,. rf � tt1 . i r • \,� i l COUNTY OF' BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovilie, lifornia 95965 - Telephone: 916/538-7541 APPLICAT N Aft PERMIT PERMIT, NO. ASSESSOR PAR EL NUMBE ZWIIN /j BUILDING PERMIT 0W PH NJ7 SO. FT. OCC. BUILDING VALUATION O R'S MA .NG DR _ S ri C AC OR•S NAME JA) TELEPHON CO RACTOR'S MAILING ADDRESS Fireplace CON T UCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 L N E S MAILING ADDRESS Permit Fee $ ARC I ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHI CT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS r Permit fee 7 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 (400);; Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 GZ,� USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY i Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home IsFG W 0.00 ea ' TYPE OF WORK New ❑ Addition ❑ model ❑ Ut-4 ties [� Instal Other Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eooV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p jy (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of theBusiness and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) i I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.EdI OR ADDNS. ACC. BLDGS. '/20Sgft NEW ES, TI -OUTLET 2.50 ea NON.RESI0. BRA CH CIRCUITS) POWER APPARATUS d SINGLE OUTLET CIR. I EX. DCCUp(OUTLET3 OR FIXTURES 2ALO00 t e 30 3 Ex. DCCUp. OUT ETS FIXED P(RESID.IREA.I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. fI 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 FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Q Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, ancLexpenses which may in any way accrue against aid County in consequence/of the granting of this permit. q X / ! Date y - , 1�_ Signature of AppIican — 'Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYPEJ SCHOOL FLOOD PARCEL PO ND 139U This permit is hereby issued under sions of the Butte County Code and/or work indicat above for which � DI ECr O_ R.OF PUBLIC By —� PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. p WORKS Date - Receipt No.-_X�_/,.a ? WHITE-D.P.W., YELLOW-A3893SOR, PINK -INSPECTOR, GOLDENROD -APPLICANT - 'K COUNTY OF BUTTE - DEPART ;ENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Calitor 95965 -Telephone: 916/538-7541 APPLICATN+A D PERMIT P R 1T -N0,- / ASSESSOR PAR EL NUMBE ZONIN BUILDING PERMIT OW ll Y7 TELEPH NE SQ. FT. OCC. BUILDING LUATION O R'S MAL ING DR S ' 2 v' C AC OR'S NAME TELEPHONE CO RACTOR'S MAILING ADDRESS Fireplace CON T, UCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 L NDE S MAILING ADDRESS Permit Fee $ ARC I ECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS r Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 �+[ Vt & Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 ,(597 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home ISJGJWJ 10.00 ea' TYPE OF WORK ies 4 Installation ❑ Other New ❑ Addition ❑ model ❑ UAV/ Describe work: � Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.SI\ OR ADDNS. ACC. BLDGS. I 1/20sq ft NEW CONSTR. TI.OUTLET NON-RESID BRANC CIRC S 2,50 ea /POWER APPARATUS e (SINGLE OUTLET CIR. EX. OCCUp(OUTLET3 OR FIXTURES 20 0 A30<L9 .200030 FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a.Certificate of Consent to Self -Insure. Pbi I shall not employ any person in any manner so as to become subject �l 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabil'ties, j ments, costs, an xpenses which may in any way accrue bagains aid Cty in consequenc f the granting of this permit. _This ate L ure of Appl., — Wner ❑ Contractor ❑ Agenr ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP, coa ST.TYPc ISCHOOLIFLOODIP.RCIMI PD I S9U permit is hereby issued under sions of the Butte County Code and/or work indicat abov for which fees D E PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date `� Receipt No. f31 /n r�C� WHITE-D.P.W.. YELLOW-ASSEesa R. PINK -INSPECTOR, GOLDENROD -APPLICANT m 1Z%z TOOL 5HEJ 55n` ,�po�d� Nov �8Xa6 i ooI I �ion scAtt:l�� MOViLLc CA 15 U 4P-6%-70--ofz l°h.533 / o©/ 7o— X �9vc-'ffoQ.av►cc 4+64ey 6zvA .6y&oX,e h9rels 1,757-1Y Dejlc;7.#ho* —91 PLANNING DIVISION- BUILDING PLAN APPROVAL Us.: a K aa:2-- ParNng: Landscaping:__ OOM. _ I 5q — SEMpCK �I 11*/23/99 15:30 '5`5039099909 CREST DIST INC 0001/001 _ I TO: 5035521/552 PAGE: 1 11123 17:55 1998 FROW. 518 346 6589 0001/001 Ii/23/99 16:05 PAZ 919 349 5595 PACIFIC YIVDIISIYtYESI Testltepoc[No.MCL.6ngw,?-AV 0 t.; A7fltl/1t.5 10/19/97 Page 1 df EABWOIWKAAT03KCY i. RE?ORT TnrL - QuaUcatiion of Swimming Pool Safety Covers to ASTM F 1346-91 October 15,1997 CUSTOMER: Cram Lewis COMPANY: Parc Industries ADDRESS: 707 Corporations Park Scotia, NY 12302 PHONE NO: 346-5292, x112 NO: 97191-1, Rev. 0 P.O. A 104019 CUSTOMER JOB NO: (None) SPEC yzN SOURCE: CUSTOMER FAX No.- DESC,�RIFnON OF WORK REQUESTED: Qualify the performance of a pool aurins! safetj ever (MSC) soeording to ASPM Designation F 11. 346-91. �Y OF RESULTS: The MSC on a 21 ft 2 in. by 40 ft -7 in. modified oral pool with an "step met all the requirements specified by parag,Aphs 5.1, 52,53,6-4,647A, 7.2, 73, 7.4, 9.1, 9.2, 9.3, and 9.4 of ASTM De�ou F JA46-91 "Standard Performance Specdicstion for Safety Covers and Labeling Requirements for All Covers for Swimming Pooh, Spas and.Hot Tubs". Equipment and procedure cbeck Lists and photoZmphs (Photos 1- 9) are included in this report to doamment the test methods used. WR Andrews: R. Hftyner: •G/y VLA is Mac I" ' Ogdad copy WIP" Isink I if 0=Y CE Kr YT=AT'nM DATA CONTAMI&D iN TMS RUOILT ir[AS JE64 CENERATM IN AC:COADANCE W UH An hCUTS TNE 1e,£ untENXM OFTY O ER Qssifty AMrancs Aduld tratarl. • Orkirsi Capr Stpa9 is itrk , NNe T6's rgat kali qt �e "FM6 aj exceg is full Wi&" fbo vailwt 3ypmvai OWL Tke ceesd� �Tfalse. fidii�us. K i�silui«It >Rata�ua�s w�ia w tfis Maunent �nsy k fwL�ke1 as: fdsny aver fc�ailaw REVISED 00 [P'f If 0 A 8'-0" MAX. TYPICAL 8'-0" MAX. TYPICAL TYPICAL 3 8'-0" MAX TYPICAL A -FRAME ASSEMBLY 1 A -FRAME ASSEMBLY 2 TYP. A -FRAME ASSEMBLY I-- ------- --------------- -----------------, 3 /,—-----------------------------� 3 45 r- — — — — ------------------------ --� / � I I SAFETY SAFETY i r LINE \ SAFETY \� LINE I I I / LINE 1 .t 40" I I " 40" x I 1 SHADED PORTIONS ti SHADED PORTIONS I I INDICATE FLAT AREAS 1 / ?�`� X " INDICATE FLAT AREAS-----, I SHADED PORTIONS I I •,, k ,, .f .I INDICATE FLAT AREAS f K< I\`----X-----------———————————————/------------x��--------------------- z< 3o -z wok 13 I ------x �� ---- LENGTH WIDTH DEPTH ------ _.---- ---------J o �� 13 �O Yo 3 TYPICAL Z � Y TYPICAL z < woo 60' 30' 9' 13 UNC 3 ��-n U`jZ < 48' 24' 8' 3 TYPICAL cv a o o iv oo U_ N d * 4Q' 0' 8' (MODEL SHOWN) °' 1 0 C4 a v 40' 16' 8' LENGTH WIDTH DEPTH 34' 16' 8' * 44'-6" 20 6 8, , LENGTH WIDTH DEPTH 32' 16' 8' 40'-60' 18,- 6 8 (MODEL SHOWN) 36.'-4" 17'-113h" 8' 28' 14' 6' 351-601 16#-611 8 * 31'-4" 15'-10" 8' (MODEL SHOWN) 32'-6" 16'-6" 8' 24' 14' 6' 24' 12' 6' RECTANGLE GRECIAN ROHAN END to 8'-0" MAX. TYPICAL 8'-0" MAX.„ TYPICAL 10 TYPICAL 8 -0 MAX A -FRAME ASSEMBLY 4 A -FRAME ASSEMBLY 4 A -FRAME ASSEMBLY 3 z O N ti Q� coo CCIO O nz LUm M� a o�ytio ui Z O H JZ y-W{i��1pyp-JCCOy U. cn a po VJ�<o N<W�W d < 5► -<y _ Vw�• Oa } y r W x ►- 12 WU !�x-y -� _ U_ Z �m �y � �yy�r <— �z�pp�J CL O ~�G W�I eiaw<t-j SZ�lo4c W,I—x 0<3 'W:_ 2O_g� i a o- Wa- 21 y x �- QZ a_ y, Z <aUZZZZ• �+tiF-Oh WWZZ Q y <O �UOF-C Oz C9 �(�yjmW�- y6a<o FWWW Z O W Vl t `— U CL CLW L' f/1 W Q z _ p U—o Lai LL. w QO�i o�F” 8�WOOW WN=1wC ZZ awy8o� UU azN� • N W J1ZZ a'`0yG'GW�yZ��O WU{z�1 Wym V1Pw �yWm02zztt`WrW�WW a, p UWjy8NyF;vwLLO-ON Z5y3Oo- y$onV-4 0—w io<u. wxl F�c�v»g r w N Lai M (0 TC � I SAFETY I SAFETY vex kyX x. \ 10 TYPICAL LINE k ` r tr f ; x'�? V \ 3 \ hIV 40" 40" x SHADED PORTIONS- .: - ( :,., ✓ _ �3_ �_ I o INDICATE FLAT 'AREAS \vx� SHADED PORTIONS / K% INDICATE FLAT AREAS k \�� ----------- -- �// \�' -- —— — — — — — — — — — ---`�/ x x z< W o13 0 0 13 TYPICAL LENGTH WIDTH DEPTH < 0 3 TYPICAL < v 3 * 40' 20' 8' (MODEL SHOWN) v wci LENGTH WIDTH DEPTH C3 36' 18' 8' 1� z c i o0 ov * 40' 20' 8' (MODEL SHOWN) F- 'N oo 00 32' 16' 8' 35' 17' 8' 28' 12' 8' 32' 16' 8' Poniiic� RFS OVAL TANGLE a'-0" MAX. TYPICAL 10 7' CORN A -FRAME ASSEMBLY 3 W/ 18„ //J-------- — — — — — ----- ----- �\\ x \ SAFETY \. LINE \ `I e SHADED PORTIONS 40 INDICATE FLAT AREAS x / L__1 % --� --� ------ --� // xZ� W C>0 < 3 TYPICAL 8' CURVED STEP U AN I Z d Fr -(V %0 LENGTH "A" WIDTH "B" WIDTH DEPTH * 36' 18' 16' 8' (MODEL SHOWN) MARTINIQUE 1'-6„ 1'-10" 2'-0" 00 V-8„ d - BENCH \\� NOTE: THIS IS A NON -DIVING POOL LENGTH "A" WIDTH "B" WIDTH DEPTH 27'-8 7/8" 13'-4 3/8" 14'-0 1/2" 40" (MODEL SHOWN) SCPOR20 TYPICAL to ,to W:0 2p Q zz DLA_ DI O 3 c < OI 0 o w � o j= (AD LL. <i s 00 (D <Z0 a, r M 0 a. I YHIGAL a Qy � GOv o Pe �V ryi. LENGTH WDTH "A" WIDTH "B" DEPTH Q' co * 36'-11 7/a' 10'-0" 16'-0" 8' (MODEL SHOWN) 36'-0" "6'-0" 12'-0" 6'-6" V z KIDNEY Li W o 0 0 z (� J > vjmC4 J � a 0 m= W C7 N O 0 Z N Q a eniF, N Q o - 0:: 0-QD W Q ) V 10 I ^ REVISIONS f�1 MARTINIQUE DY �V j�,D.i' • �i jj''��,,��+• �..,1 4 POOLS. 04-20-00 RLU jo ADDED SCPOR20 POOL, !ADDMON NOTES: - 5 REVISED ASDETAIL RLU MARTINIQUEE.. 04-24-00 0 �S 6 02-11-02 RLU 1. SEE DRAWING 2 OF 3 FOR ADDITIONAL PLANS AND FOR GENERAL NOTES.UPDATE TO 2000 IDC Asi 03-05-02 RLU 2. SEE DRAWING 3 OF 3 FOR STANDARD DETAILS. DRAWN: RLU 3. THE PLAN VIEWS SHOWN HERE -IN ARE MODULAR IN NATURE. ADJUSTMENTS TO THE CHECKED: MFR DIMENSIONS OF THE PLAN ARE PERMITTED, WITH THE FOLLOWING RESTRICTIONS: DATE. 04-03-96 A. EVERY PANEL JOINT SHALL HAVE A BRACE, PER DETAIL 13/3, JOB NO.: 02462 B. BRACES, PER DETAIL 13/3 SHALL NOT EXCEED 8'-0" OC. C. CORNERS SHALL HAVE A BRACE IN EACH,.:DIRECTION (ONE PERPENDICULAR TO REF.: 5020-01G EACH PANEL), UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS OTHERWISE. D. SLOPES OF THE POOL BOTTOM SHALL NOT VIOLATE THE RESTRICTIONS SHOWN ON DETAIL 13/3. E. ALL REQUIREMENTS OF THE GENERAL NOTES AND THE DETAILS MUST BE OF 3 COMPLIED WITH. 3TYPICAL -------------------------- ---------------------- _ 3 ----- -* —------- — _ = \� VININ rn z \ /0 TC � I SAFETY I SAFETY vex kyX x. \ 10 TYPICAL LINE k ` r tr f ; x'�? V \ 3 \ hIV 40" 40" x SHADED PORTIONS- .: - ( :,., ✓ _ �3_ �_ I o INDICATE FLAT 'AREAS \vx� SHADED PORTIONS / K% INDICATE FLAT AREAS k \�� ----------- -- �// \�' -- —— — — — — — — — — — ---`�/ x x z< W o13 0 0 13 TYPICAL LENGTH WIDTH DEPTH < 0 3 TYPICAL < v 3 * 40' 20' 8' (MODEL SHOWN) v wci LENGTH WIDTH DEPTH C3 36' 18' 8' 1� z c i o0 ov * 40' 20' 8' (MODEL SHOWN) F- 'N oo 00 32' 16' 8' 35' 17' 8' 28' 12' 8' 32' 16' 8' Poniiic� RFS OVAL TANGLE a'-0" MAX. TYPICAL 10 7' CORN A -FRAME ASSEMBLY 3 W/ 18„ //J-------- — — — — — ----- ----- �\\ x \ SAFETY \. LINE \ `I e SHADED PORTIONS 40 INDICATE FLAT AREAS x / L__1 % --� --� ------ --� // xZ� W C>0 < 3 TYPICAL 8' CURVED STEP U AN I Z d Fr -(V %0 LENGTH "A" WIDTH "B" WIDTH DEPTH * 36' 18' 16' 8' (MODEL SHOWN) MARTINIQUE 1'-6„ 1'-10" 2'-0" 00 V-8„ d - BENCH \\� NOTE: THIS IS A NON -DIVING POOL LENGTH "A" WIDTH "B" WIDTH DEPTH 27'-8 7/8" 13'-4 3/8" 14'-0 1/2" 40" (MODEL SHOWN) SCPOR20 TYPICAL to ,to W:0 2p Q zz DLA_ DI O 3 c < OI 0 o w � o j= (AD LL. <i s 00 (D <Z0 a, r M 0 a. I YHIGAL a Qy � GOv o Pe �V ryi. LENGTH WDTH "A" WIDTH "B" DEPTH Q' co * 36'-11 7/a' 10'-0" 16'-0" 8' (MODEL SHOWN) 36'-0" "6'-0" 12'-0" 6'-6" V z KIDNEY Li W o 0 0 z (� J > vjmC4 J � a 0 m= W C7 N O 0 Z N Q a eniF, N Q o - 0:: 0-QD W Q ) V 10 I ^ REVISIONS f�1 MARTINIQUE DY �V j�,D.i' • �i jj''��,,��+• �..,1 4 POOLS. 04-20-00 RLU jo ADDED SCPOR20 POOL, !ADDMON NOTES: - 5 REVISED ASDETAIL RLU MARTINIQUEE.. 04-24-00 0 �S 6 02-11-02 RLU 1. SEE DRAWING 2 OF 3 FOR ADDITIONAL PLANS AND FOR GENERAL NOTES.UPDATE TO 2000 IDC Asi 03-05-02 RLU 2. SEE DRAWING 3 OF 3 FOR STANDARD DETAILS. DRAWN: RLU 3. THE PLAN VIEWS SHOWN HERE -IN ARE MODULAR IN NATURE. ADJUSTMENTS TO THE CHECKED: MFR DIMENSIONS OF THE PLAN ARE PERMITTED, WITH THE FOLLOWING RESTRICTIONS: DATE. 04-03-96 A. EVERY PANEL JOINT SHALL HAVE A BRACE, PER DETAIL 13/3, JOB NO.: 02462 B. BRACES, PER DETAIL 13/3 SHALL NOT EXCEED 8'-0" OC. C. CORNERS SHALL HAVE A BRACE IN EACH,.:DIRECTION (ONE PERPENDICULAR TO REF.: 5020-01G EACH PANEL), UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS OTHERWISE. D. SLOPES OF THE POOL BOTTOM SHALL NOT VIOLATE THE RESTRICTIONS SHOWN ON DETAIL 13/3. E. ALL REQUIREMENTS OF THE GENERAL NOTES AND THE DETAILS MUST BE OF 3 COMPLIED WITH. LENGTH 8' MAX. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- SAFETY \ INZ LINE\/ \ `!� \ r SHADED PORTIONS \ � \ INDICATE FLAT AREAS / \/ 401 / I x ,/%'x\ ' FI. ` \�f I -------X ��--------------- `j W O J 13 I 7` ` 0 3 TYPICAL I\ \ U Z O � 40 `x I 90' 1 TYP. 3 \ I— I * 45'-0" 36'-O" 20'-0" 16'-O" 8' (MODEL SHOWN 39'-0" 28'-O" 18'-0" 14'-0" 8' 37'-0" 24'-0" 16'-0" 12'-0" 8' TRUE - L LENGTH WIDTH LENGTH "A" LENGTH "B" DEPTH * 34-0" 20'-0"28'-0" 14'-O" 8' (MODEL SHOWN) 29'-0" 16'-0" 24'-0" 13'-0" 8' LAZY -- L I FNGTH cr. 19'-3 3/4" m z ,�►'� 1 �" v, ��n o 0 o O4 0 �Z� 00o °- c m �--- -----� N Z I" ca chip a \ N 938 W ui 4 `\ 5 (%'1 VI= -QUO H�0,,,Imo,,,ZZpWpWHW 2uj = Z Nf-Wy�JV10-� W< L Czpsmg 2W \ I TYPICAL L) o v~i�z_ W�'Q�pux p_o 2'-2 _WD E xp i NN xr') I a" THICK CONT. o W J W >'z- z w^ In US I.- w x �!' I CONC. COLLAR z W z -11m !< T ixw (/�� � BCW w6Wc-`O < %N, .,I, 40 X iX,\ �` ~ Oz 0- 2tv � -zw \ t �' `� I Q<<_g c�QZC�o J'�, ,..; `• / - r ^ W W W < ->\ / /� I SHADED PORTIONS \ ,., / NOTE: ce (n � d s z INDICATE FLAT AREAS \ ' / W��'� wvf0'- ~`'' � / ALL POOL PANELS 8 LONG 0 �w$N 3�'_<o�w > ti'Ix Ix, NO DIVING aW of / ZZ Cjz( - La C W / I ww�as J 13 3 I ,�'�''� I ` 1 <ow W►- TYPICAL 3 L ! }-----------� 2 45' z Wrd4���y,� Q Uv 3 \ \x I TYP. �zWM to-HOWZC U N U I \ xi• f Kr' I 3 r<00 . 3W C -w CSV -I zo I��f °-zvfc~if�Noo�g Ci I \ , �(i� . C / C` I < CL z w F y� � 4 W � m OCTAGON <Z p NJK22HW0Z W�HCfr I m4Jw'Jow<F,8vwf �y�mON ,\ ~ W^ W W li O O ��-8 � \~ cr I cl:j N �.Z N3O WH I IMPORTANT OTES PLEASE READ �<� �WNo GENERAL NOTES W=o<z�rx'=gNz�u� / Ff-vcn�z��-stn-F<acv 4 \ / 1. ALL POOLS AR NATIONAL SPA AND POOL INSTITUTE TYPE II RESIDENTIAL USE 3 \ UNLESS OTHERWISE NOTED ON THE POOL PLAN. ONLY TYPE II EQUIPMENT SHALL V_BE USED. In 2. FINISHED DECK HALL SLOPE AWAY FROM COPING AT A RATE NOT LESS THAN 1/4" _ � PER FOOT. I z WIDTH "B" 3. THE POOL HAS OT BEEN DESIGNED FOR SURCHARGE LOADING. wM LENGTH WIDTH WIDTH "A" WIDTH "B" DEPTH 4. ALL COMPONEN ARE FABRICATED OF STEEL CONFORMING TO ASTM A-529, FY 42,000 SI.'` THE PANELS ARE GALVANIZED WITH A G-165 OR A-235 N * 45'-0" 36'-O" 20'-0" 16'-0" 8' (MODEL SHOWN) COATING, DEP NDING ON POOL PURCHASED. OTHER COMPONENTS ARE GALVANIZED Z ^ O ,� ,� WITH A G-90 OATING CONFORMING TO ASTM A-525. ALL BOLTS, NUTS AND vj rn 0 39'-O 28 -0 18 -0 141-0" 8 WASHERS SHA L BE SAE GRADE 2/ ASTM A-307, ZINC PLATED. O W • mw 37'-0" 24'-0" 16'-0" 12'-0" 8' 5. CONCRETE FOR OLLAR FOOTING AND DECK SLAB SHALL HAVE MIN. COMPRESSIVE Lv 20 XQ STRENGTH OF 500 PSI AT 28 DAYS. DECK SLAB SHALL HAVE A NON -SLIP BROOM Z - `'t RADIUSTRUE L FINISH. REIN RCINGBARS TO BE ASTM GRADE 60 OR HIGHER DEFORMED BARS. - /� p LAP SPLICE B RS 24�� MIN. p 0 cl: Z N� 6. STEEL WALL P . ELS MANUFACTURED- BY CARDINAL SYSTEMS,INC., 269 SO. ROUTE 61,_CD SCHUYIKILL H N,, pA.,` 17972. NO ,SUBSTITUTION SHALL, BE PERMITTED WITHOUT DaLd J F- t00 PRIOR APPRO AL,1N WRITING, ,FROM BRADFORD,'CONRAD. CROW ENGINEERING CO _x = 00 LENGTH pQL' S 2 AND, SCP DIS, IBUTORS, LLC. ..N O 30 . n, .. w. 3..: 7. 3NOTE::.TH1 IS STANDARD SET OF DRAWINGS INTENDED F V M E ED OR USE AT VARIOUS �Q to 8'-0" MAX . `� ,: � ; `PROJECT SITEt:�THEY HAVE NOT BEEN CUSTOMIZED FOR ANY SPECIFIC SITE. mU V IT IS THE REftNSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE SITE M FNC CONDITIONS' EE -T THE MINIMUM CRITERION ESTABLISHED IN THESE NOTES AND O DRAWINGS. PART OF THE COPYRIGHT RESTRICTIONS, A WET INK STAMP AND � — — — — — — — — — — — — — — — ` — ` — ` ` _ — -' ` ` — ` SIGNATURE IS REQUIRED TO VALIDATE THE USE OF. THE PLANS, BUT DOES NOT INDICATE SITE SPECIFIC ENGINEERING. PHOTO COPYING OF THESE PLANS IS _ %N \ STRICTLY FOR DDEN. a / 8. FROM TIME TO ME, THE MANUFACTURER MIGHT MAKE MODIFICATIONS TO THE PRODUCT / WITHOUT THE GINEER'S KNOWLEDGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TO COMPARE E PRODUCT RECEIVED WITH THESE PLANS. THE ENGINEER MUST BE I SAFETY \ NOTIFIED OF Y VARIATIONS OR DISCREPANCIES BETWEEN THE PRODUCT RECEIVED LINE r, AND WHAT- IS HOWN ON THESE PLANS. 9. THE ENGINEERIP PROVIDED FOR THESE POOLS BY BRADFORD. CONRAD CROW ENGINEER- k ING IS RELATq TO STRUCTURAL ISSUES ONLY., NON-STRUCTURAL ISSUES HAVE NOT 'y' BEEN i BEEN ADDRES D AND THEREFORE BRADFORD CONRAD CROW ENGINEERING ASSUMES NO RESPONSIiTY FOR NON-STRUCTURAL ISSUES AND MAKES NO CLAIM THAT THE PRODUCT IS 5AFIE OR SUITABLE FOR THE INTENDED USE. A P / ff �� , rf ,� x \',/ ' x 10. IT IS, T7 -1E. CONTRACTOR'S RESPONSIBILITY TO MEET ALL' LOCAL, STATE AND FEDERAL Z i u SHADED PORTIONS '� L \ � \ 40 , f . REGULATIONS �ND TO COMPLY WILL ALL REQUIREMENTS OF,'THE NATIONAL'SPA AND C� \ \ INDICATE FLAT AREAS ��` "x ��' / POOL INSTITUTE SPECIFICATIONS. X' . �; / 11. THE ENGINEERING PROVIDED HEREIN ASSUMES THAT THE PRODUCT, IS UNDAMAGED, W X �✓ ;. NEITHER.'DURIgG'CONSTRUCTION NOR DURING USE. DAMAGE AND/OR ;CORROSION WILL f<. / REDUCE.THE `"TRENGTH OF THE STRUCTURE AND MUST BE REPAIR L f � �" '� �, ,'�� '' ED -0R REPLACED ,,., .�,,,\ \; �. ; \ ,� � � �'�;'�� � L CED' AS rr �; :ter%'•';y` {� ' / „ NECESSARY T ENSURE THE INTEGRITY OF THE P ; t . ,. `. 12 'THE POOL STIR CTURAL DESIGN COMPLIES WITH THE 1997 UNIFORM BUILDING CODEANDQ �� X / 000, INTERNATIONAL BUILDING CODE. ' }'' kX \ / THE 2 y\ i' Z /H U INSTALLATION NOTES t - - - _ - - - - - - - - - - 1 7HE `BASIS DESIGN OF THE POOL IS PREDICATED ON A TYPICAL INSTALLATION I M X z ~ \ / BEING IN, SOIL NOT CONTAINING ORGANIC CLAYS, HUMUS SOIL OR HIGHLY m N o O 13 5 / EXPANSIVE SOILS. SEE FOUNDATION NOTES BELOW. (/') N TYPICAL 3 _ 2+ INSTALL AN 8' :THICK CONCRETE COLLAR AT THE BASE OF THE OVER EXCAVATION -j O J Z C-4 3 ,` �"'A ND,,`THE THE POOL. SEE DETAIL 13 ON SHEET 3. 0 Q 0 REA, AROU FULL PERIMETER OF N 0 4 3% BACK FILL_,wTH jCLEAN SAND OR GRAVEL COMPLYING WITH THEUNIFORMSOIL CL m = d. TYP. CLASSIFICATION SYSTEM TYPES GW, GP, SW OR SP. BACK FILL IN LAYERS 6" TO 8" W LENGTH "A" 3 THICK.: EACH LAYER SHALL BE CAREFULLY TAMPED TO ELIMINATE VOIDS. C7 3 0 pcl qv FILL POOL WITH WATER DURING BACK FILLING. WATER LEVEL MUST NOT DIFFER FROM Z V) N 0 Q BACK FILL BY.MORE THAN ONE FOOT, m p p Q p I� Z 4. SURROUNDING. GRADE SHALL BE 4" LOWER THAN TOP OF POOL. _ c0 Q W LENGTH WIDTH LENGTH "A" LENGTH "B" DEPTH DIVING ' C7 I- Q � (C,4V) N F- * 34-0" 20'-0" 28'-0" 14'-0" 8' YES (MODEL SHOWN) FOUNDATION NOTES 1. SOIL PRESSURE DOES NOT EXCEED 1000 PSF. 29'-0" 16'-0" 24'-0" 13'-0" 8' YES 2. BACK FILLED EQUIVALENT FLUID DENSITY ASSUMED TO BE 30 PCF STATIC, 48 PCF FOR REVISIONS SEISMIC LOADING. LAZY - L DATE BY 3. SOILS BEARING UNDER FOOTINGS SHALL BE THE FOLLOWING "CLASS OF MATERIALS" SOILS 97 BEARING PER UBC TABLE 18-1-A (IBC TABLE 1804.2). 2 BEARING 7 RLU A) FIRM UNDISTURBED CLASS 1, 2 OR 3. SAFETY LINES. ADD*L PACES, NOTES 3 MAX SPACING k REVISED RLU B) IF CLASS 4 OR 5 SOILS EXIST ON SITE, OVER EXCAVATE 18 INCHES MINIMUM TO NOTES. 10-03-98 FIRM NATURAL UNDISTURBED SOILS AND BACKFILL WITH 18 INCHES OF 3/4"(-) 6 ADDITIONAL NOTES RLU 1. SEE DRAWING 1 OF 3 FOR ADDITIONAL PLANS AND FOR GENERAL NOTES. OR 1 1/2"(-) CRUSHED ROCK COMPACTED WITH VIBRATORY PLATE IN 4" MAX. UPDATE TO 2000 LIFTS. GRAVEL FILL MUST EXTEND 18 INCHES, OR DEPTH OF GRAVEL FILL, 03-05-02 RLU 2. SEE DRAWING 3 OF 3 FOR STANDARD DETAILS. MINIMUM BEYOND EACH EDGE OF FOOTING. THE GRAVEL FILL MAY BE SLOPED DRAWN: R AT 1:1 FROM EDGE OF FOOTING, IF THE EDGE IS WELL COMPACTED. LU 3. THE PLAN VIEWS SHOWN HERE -IN ARE MODULAR IN NATURE. ADJUSTMENTS TO THE CHECKED: �� MFR DIMENSIONS OF THE PLAN ARE PERMITTED, WITH THE FOLLOWING RESTRICTIONS: 4. WALLS MUST BE BACK FILLED TO WITHIN 4 INCHES OF TOP OF WALK ON ALL SIDES. 5. BACK FILL MUST SE APPROXIMATELY LEVEL FOR 7 FEET MINIMUM BEHIND FACE OF DATE: 04-03-96 A. EVERY PANEL JOINT SHALL HAVE A BRACE, PER DETAIL 13/3. C t WALL BEFORE SLOPING UP OR DOWN OR. STEPPING WITH RETAINING WALLS. .JOB N ' O.. 02462 B. BRACES, PER DETAIL 13/3 SHALL NOT EXCEED 8'-0" OC. ILDI DEPII ADJACENT SLOPES MUST BE IN ACCORDANCE WITH UBC CHAPTER 18 (IBC CHAPTER 18) C. CORNERS SHALL HAVE A BRACE IN EACH DIRECTION (ONE PERPENDICULAR TO Im M O `/► ` REQUIREMENTS OR ENGINEERED TO PREVENT ADDITIONAL PRESSURE FROM BEING REF.: 5020-020 EACH PANEL), UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS OTHERWISE. lJ X D. SLOPES OF THE POOL BOTTOM SHALL NOT VIOLATE THE RESTRICTIONS SHOWN APPLIED TO THE WALLS OF THE POOL. ON DETAIL 13/3. 7. ADJACENT FOUNDATIONS MUST BE PLACED BELOW THE ELEVATION OF A LINE ELL REQUIREMENTS nMENTS OF THE GENERAL NOTES AND THE DETAILS MUST BE SPROJECTING HOWN IN DETAIL 15 ON SHEETEDGE OF THE POOL FOOTING AT A 1: 3 SLOPE AS 3. 2 OF 3 < � U z 0 00 cr. 19'-3 3/4" m z ,�►'� 1 �" v, ��n o 0 o O4 0 �Z� 00o °- c m �--- -----� N Z I" ca chip a \ N 938 W ui 4 `\ 5 (%'1 VI= -QUO H�0,,,Imo,,,ZZpWpWHW 2uj = Z Nf-Wy�JV10-� W< L Czpsmg 2W \ I TYPICAL L) o v~i�z_ W�'Q�pux p_o 2'-2 _WD E xp i NN xr') I a" THICK CONT. o W J W >'z- z w^ In US I.- w x �!' I CONC. COLLAR z W z -11m !< T ixw (/�� � BCW w6Wc-`O < %N, .,I, 40 X iX,\ �` ~ Oz 0- 2tv � -zw \ t �' `� I Q<<_g c�QZC�o J'�, ,..; `• / - r ^ W W W < ->\ / /� I SHADED PORTIONS \ ,., / NOTE: ce (n � d s z INDICATE FLAT AREAS \ ' / W��'� wvf0'- ~`'' � / ALL POOL PANELS 8 LONG 0 �w$N 3�'_<o�w > ti'Ix Ix, NO DIVING aW of / ZZ Cjz( - La C W / I ww�as J 13 3 I ,�'�''� I ` 1 <ow W►- TYPICAL 3 L ! }-----------� 2 45' z Wrd4���y,� Q Uv 3 \ \x I TYP. �zWM to-HOWZC U N U I \ xi• f Kr' I 3 r<00 . 3W C -w CSV -I zo I��f °-zvfc~if�Noo�g Ci I \ , �(i� . C / C` I < CL z w F y� � 4 W � m OCTAGON <Z p NJK22HW0Z W�HCfr I m4Jw'Jow<F,8vwf �y�mON ,\ ~ W^ W W li O O ��-8 � \~ cr I cl:j N �.Z N3O WH I IMPORTANT OTES PLEASE READ �<� �WNo GENERAL NOTES W=o<z�rx'=gNz�u� / Ff-vcn�z��-stn-F<acv 4 \ / 1. ALL POOLS AR NATIONAL SPA AND POOL INSTITUTE TYPE II RESIDENTIAL USE 3 \ UNLESS OTHERWISE NOTED ON THE POOL PLAN. ONLY TYPE II EQUIPMENT SHALL V_BE USED. In 2. FINISHED DECK HALL SLOPE AWAY FROM COPING AT A RATE NOT LESS THAN 1/4" _ � PER FOOT. I z WIDTH "B" 3. THE POOL HAS OT BEEN DESIGNED FOR SURCHARGE LOADING. wM LENGTH WIDTH WIDTH "A" WIDTH "B" DEPTH 4. ALL COMPONEN ARE FABRICATED OF STEEL CONFORMING TO ASTM A-529, FY 42,000 SI.'` THE PANELS ARE GALVANIZED WITH A G-165 OR A-235 N * 45'-0" 36'-O" 20'-0" 16'-0" 8' (MODEL SHOWN) COATING, DEP NDING ON POOL PURCHASED. OTHER COMPONENTS ARE GALVANIZED Z ^ O ,� ,� WITH A G-90 OATING CONFORMING TO ASTM A-525. ALL BOLTS, NUTS AND vj rn 0 39'-O 28 -0 18 -0 141-0" 8 WASHERS SHA L BE SAE GRADE 2/ ASTM A-307, ZINC PLATED. O W • mw 37'-0" 24'-0" 16'-0" 12'-0" 8' 5. CONCRETE FOR OLLAR FOOTING AND DECK SLAB SHALL HAVE MIN. COMPRESSIVE Lv 20 XQ STRENGTH OF 500 PSI AT 28 DAYS. DECK SLAB SHALL HAVE A NON -SLIP BROOM Z - `'t RADIUSTRUE L FINISH. REIN RCINGBARS TO BE ASTM GRADE 60 OR HIGHER DEFORMED BARS. - /� p LAP SPLICE B RS 24�� MIN. p 0 cl: Z N� 6. STEEL WALL P . ELS MANUFACTURED- BY CARDINAL SYSTEMS,INC., 269 SO. ROUTE 61,_CD SCHUYIKILL H N,, pA.,` 17972. NO ,SUBSTITUTION SHALL, BE PERMITTED WITHOUT DaLd J F- t00 PRIOR APPRO AL,1N WRITING, ,FROM BRADFORD,'CONRAD. CROW ENGINEERING CO _x = 00 LENGTH pQL' S 2 AND, SCP DIS, IBUTORS, LLC. ..N O 30 . n, .. w. 3..: 7. 3NOTE::.TH1 IS STANDARD SET OF DRAWINGS INTENDED F V M E ED OR USE AT VARIOUS �Q to 8'-0" MAX . `� ,: � ; `PROJECT SITEt:�THEY HAVE NOT BEEN CUSTOMIZED FOR ANY SPECIFIC SITE. mU V IT IS THE REftNSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE SITE M FNC CONDITIONS' EE -T THE MINIMUM CRITERION ESTABLISHED IN THESE NOTES AND O DRAWINGS. PART OF THE COPYRIGHT RESTRICTIONS, A WET INK STAMP AND � — — — — — — — — — — — — — — — ` — ` — ` ` _ — -' ` ` — ` SIGNATURE IS REQUIRED TO VALIDATE THE USE OF. THE PLANS, BUT DOES NOT INDICATE SITE SPECIFIC ENGINEERING. PHOTO COPYING OF THESE PLANS IS _ %N \ STRICTLY FOR DDEN. a / 8. FROM TIME TO ME, THE MANUFACTURER MIGHT MAKE MODIFICATIONS TO THE PRODUCT / WITHOUT THE GINEER'S KNOWLEDGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TO COMPARE E PRODUCT RECEIVED WITH THESE PLANS. THE ENGINEER MUST BE I SAFETY \ NOTIFIED OF Y VARIATIONS OR DISCREPANCIES BETWEEN THE PRODUCT RECEIVED LINE r, AND WHAT- IS HOWN ON THESE PLANS. 9. THE ENGINEERIP PROVIDED FOR THESE POOLS BY BRADFORD. CONRAD CROW ENGINEER- k ING IS RELATq TO STRUCTURAL ISSUES ONLY., NON-STRUCTURAL ISSUES HAVE NOT 'y' BEEN i BEEN ADDRES D AND THEREFORE BRADFORD CONRAD CROW ENGINEERING ASSUMES NO RESPONSIiTY FOR NON-STRUCTURAL ISSUES AND MAKES NO CLAIM THAT THE PRODUCT IS 5AFIE OR SUITABLE FOR THE INTENDED USE. A P / ff �� , rf ,� x \',/ ' x 10. IT IS, T7 -1E. CONTRACTOR'S RESPONSIBILITY TO MEET ALL' LOCAL, STATE AND FEDERAL Z i u SHADED PORTIONS '� L \ � \ 40 , f . REGULATIONS �ND TO COMPLY WILL ALL REQUIREMENTS OF,'THE NATIONAL'SPA AND C� \ \ INDICATE FLAT AREAS ��` "x ��' / POOL INSTITUTE SPECIFICATIONS. X' . �; / 11. THE ENGINEERING PROVIDED HEREIN ASSUMES THAT THE PRODUCT, IS UNDAMAGED, W X �✓ ;. NEITHER.'DURIgG'CONSTRUCTION NOR DURING USE. DAMAGE AND/OR ;CORROSION WILL f<. / REDUCE.THE `"TRENGTH OF THE STRUCTURE AND MUST BE REPAIR L f � �" '� �, ,'�� '' ED -0R REPLACED ,,., .�,,,\ \; �. ; \ ,� � � �'�;'�� � L CED' AS rr �; :ter%'•';y` {� ' / „ NECESSARY T ENSURE THE INTEGRITY OF THE P ; t . ,. `. 12 'THE POOL STIR CTURAL DESIGN COMPLIES WITH THE 1997 UNIFORM BUILDING CODEANDQ �� X / 000, INTERNATIONAL BUILDING CODE. ' }'' kX \ / THE 2 y\ i' Z /H U INSTALLATION NOTES t - - - _ - - - - - - - - - - 1 7HE `BASIS DESIGN OF THE POOL IS PREDICATED ON A TYPICAL INSTALLATION I M X z ~ \ / BEING IN, SOIL NOT CONTAINING ORGANIC CLAYS, HUMUS SOIL OR HIGHLY m N o O 13 5 / EXPANSIVE SOILS. SEE FOUNDATION NOTES BELOW. (/') N TYPICAL 3 _ 2+ INSTALL AN 8' :THICK CONCRETE COLLAR AT THE BASE OF THE OVER EXCAVATION -j O J Z C-4 3 ,` �"'A ND,,`THE THE POOL. SEE DETAIL 13 ON SHEET 3. 0 Q 0 REA, AROU FULL PERIMETER OF N 0 4 3% BACK FILL_,wTH jCLEAN SAND OR GRAVEL COMPLYING WITH THEUNIFORMSOIL CL m = d. TYP. CLASSIFICATION SYSTEM TYPES GW, GP, SW OR SP. BACK FILL IN LAYERS 6" TO 8" W LENGTH "A" 3 THICK.: EACH LAYER SHALL BE CAREFULLY TAMPED TO ELIMINATE VOIDS. C7 3 0 pcl qv FILL POOL WITH WATER DURING BACK FILLING. WATER LEVEL MUST NOT DIFFER FROM Z V) N 0 Q BACK FILL BY.MORE THAN ONE FOOT, m p p Q p I� Z 4. SURROUNDING. GRADE SHALL BE 4" LOWER THAN TOP OF POOL. _ c0 Q W LENGTH WIDTH LENGTH "A" LENGTH "B" DEPTH DIVING ' C7 I- Q � (C,4V) N F- * 34-0" 20'-0" 28'-0" 14'-0" 8' YES (MODEL SHOWN) FOUNDATION NOTES 1. SOIL PRESSURE DOES NOT EXCEED 1000 PSF. 29'-0" 16'-0" 24'-0" 13'-0" 8' YES 2. BACK FILLED EQUIVALENT FLUID DENSITY ASSUMED TO BE 30 PCF STATIC, 48 PCF FOR REVISIONS SEISMIC LOADING. LAZY - L DATE BY 3. SOILS BEARING UNDER FOOTINGS SHALL BE THE FOLLOWING "CLASS OF MATERIALS" SOILS 97 BEARING PER UBC TABLE 18-1-A (IBC TABLE 1804.2). 2 BEARING 7 RLU A) FIRM UNDISTURBED CLASS 1, 2 OR 3. SAFETY LINES. ADD*L PACES, NOTES 3 MAX SPACING k REVISED RLU B) IF CLASS 4 OR 5 SOILS EXIST ON SITE, OVER EXCAVATE 18 INCHES MINIMUM TO NOTES. 10-03-98 FIRM NATURAL UNDISTURBED SOILS AND BACKFILL WITH 18 INCHES OF 3/4"(-) 6 ADDITIONAL NOTES RLU 1. SEE DRAWING 1 OF 3 FOR ADDITIONAL PLANS AND FOR GENERAL NOTES. OR 1 1/2"(-) CRUSHED ROCK COMPACTED WITH VIBRATORY PLATE IN 4" MAX. UPDATE TO 2000 LIFTS. GRAVEL FILL MUST EXTEND 18 INCHES, OR DEPTH OF GRAVEL FILL, 03-05-02 RLU 2. SEE DRAWING 3 OF 3 FOR STANDARD DETAILS. MINIMUM BEYOND EACH EDGE OF FOOTING. THE GRAVEL FILL MAY BE SLOPED DRAWN: R AT 1:1 FROM EDGE OF FOOTING, IF THE EDGE IS WELL COMPACTED. LU 3. THE PLAN VIEWS SHOWN HERE -IN ARE MODULAR IN NATURE. ADJUSTMENTS TO THE CHECKED: �� MFR DIMENSIONS OF THE PLAN ARE PERMITTED, WITH THE FOLLOWING RESTRICTIONS: 4. WALLS MUST BE BACK FILLED TO WITHIN 4 INCHES OF TOP OF WALK ON ALL SIDES. 5. BACK FILL MUST SE APPROXIMATELY LEVEL FOR 7 FEET MINIMUM BEHIND FACE OF DATE: 04-03-96 A. EVERY PANEL JOINT SHALL HAVE A BRACE, PER DETAIL 13/3. C t WALL BEFORE SLOPING UP OR DOWN OR. STEPPING WITH RETAINING WALLS. .JOB N ' O.. 02462 B. BRACES, PER DETAIL 13/3 SHALL NOT EXCEED 8'-0" OC. ILDI DEPII ADJACENT SLOPES MUST BE IN ACCORDANCE WITH UBC CHAPTER 18 (IBC CHAPTER 18) C. CORNERS SHALL HAVE A BRACE IN EACH DIRECTION (ONE PERPENDICULAR TO Im M O `/► ` REQUIREMENTS OR ENGINEERED TO PREVENT ADDITIONAL PRESSURE FROM BEING REF.: 5020-020 EACH PANEL), UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS OTHERWISE. lJ X D. SLOPES OF THE POOL BOTTOM SHALL NOT VIOLATE THE RESTRICTIONS SHOWN APPLIED TO THE WALLS OF THE POOL. ON DETAIL 13/3. 7. ADJACENT FOUNDATIONS MUST BE PLACED BELOW THE ELEVATION OF A LINE ELL REQUIREMENTS nMENTS OF THE GENERAL NOTES AND THE DETAILS MUST BE SPROJECTING HOWN IN DETAIL 15 ON SHEETEDGE OF THE POOL FOOTING AT A 1: 3 SLOPE AS 3. 2 OF 3 13 "A 6LAj rGltE FRAME" BRACE - SEE N m cn O TYPICAL EA. PANEL END A FRAME 0-0 a et cm o ch cam. w d C9 14 GA. GALVANIZED " Ya"O MB ® ALL HOLES 13 BRACE -SEE TYPICAL EA. PANEL END Ma"O MB ® ALL HOLES < ~ O yyO STEEL WALL PANEL 1'-0 AT INSIDE ROW. N AT INSIDE ROW. In �1S/93H TYPICAL EA. PANEL END 14 GA. GALVANIZED 14 GA. GALVANIZED 8 1/2„ 14 GA. GALVANIZED to L 1-Ys"x1 %"x14 GA ANGLE W/ STEEL CORNER PIECE , STEEL CORNER PIECE STEEL WALL PANEL. w < ' I's "0 x 1" MB ® ALL HOLES. 14 GA. GALVANIZED r r �� ? co W J 1� {+! ,.x<o w� �Wima STEEL WALL PANEL. // // r,-- ---- ----- ------- "0 , - --- ---- - U N w~� ~�t~i„ g Jf-w J TYPICAL EA. PANEL END / I W= u- y -W W: y W O c)- Z N > "A FRAME" BRACE 13 - ------------ �'s � x 1 MB ®EVERY , - L __ ___ ---- ,�� I I J �`------ ----- v, Oro z LN Z �- -------- ---- SEE N ,�� . OTHER HOLE STAGGERED (STAGGERED) O I . ,' I ' 14 GA. GALVANIZED 14 GA. GALVANIZED . STEEL CORNER PIECE / ' "c O � ��<J g �-W�H - w < < sr z w � � � v, W W z r�<y w� _=oxz� cx ►- y --------I I BENT TIE BOLT ®GA.V. t f I I STEEL WALL PANEL. n i r / U o y z <�y-z -<v fij-1- lw�_- 5 to W y—�'s"0 _—_— --_ — 1CONIDTN000S >~z12= 14 GA. GALVANIZED EACH OUTSIDE HOLE i TOP' �LBOT.TATP ,��� ,�� O = U- w�_ Wy"~x z—�F- HN2 H Z J I t I I I STEEL WALL PANEL. L. ___j r --, EACH CURVED PANEL BUTTON PUNCH 70 FLANGES r � n_ o z z w W�_� O 0 <1 J ~ , w 0�-0<-< �w 14 GA. GALVANIZED h5 I I ------ - r � wv)w O STEEL CORNER PIECE e i I 1 I I I r/ L �Wwt:))X W <J w �$ y- 14 GA. GALVANIZED 0 v, _ Za`d- g�-zw I 14 G�. dALVANI2Ed ' , x }� STEL WALL PANEL � < w 29 w2g-r_w ` 5 t _ Hl 1 1 STEEL WALL PANEL. " „ 14 GA. GALVANIZED I I I �� `iA. ALV, i It- J >... - W W� - <- �� �-' A FRAM E 13 BRACE -SEE STEEL WALL PANEL. I I I I I I „ A FRAME BRACE -SEE 13 STEEL WALL PANEL. TYPICAL EA. PANEL END "A I c iS�WW w� �>a.~�`' wy0_ i W/ -%"0 MB AT EA HOLE AT INSIDE ROW. FRAME" 13 BRACE -SEE N law~ v, .�Fqg z" cc��,, � <wrul 0swi.�•ni''� u M=-� �C C �� WO _IL�1_ PLAN — oo2 WN<< -W r To 21 y-�-2UJ�r 0 PLAN PLAN PLAN � a<mo Nw L6 Z� 4o§s0 NOTE: PLAN w_�- <Y'vl 0 u z v) m = y$��z 45' SCORNER SHOWN 30' (CORNER SIM. F-2 m o °o rs 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 '1 /2" 1'-0" rt 1 1/2" = 1'-0" _y-1=W<�0M95-m V� WGNZ y� ' uj 04 Ha:wz Z�� S=>�=�W<��y'� 900 CORNER ASSEMBLY 1 SPECIAL' WALL CORNER 2 900 TRUE — L CONNECTION 3 RADIUS WALL CONNECTION 4 SPECIAL LAZY — L CORNER775 �N�W�W�y1�w_pp W.�Npp}. z x:jyZ�zw �x0f<r O M "A FRAME„ 13 .¢ — W O BRACE -SEE a� � C� N N M N I I 14 GA. GALVANIZED 1 WIDE x 14 GA. GALV. STRAP Z � N ,� ^ O CD i i STEEL WALL PANEL: ONTINUOUS -TOP do BOT. OF FE m 0 o URVED PANELS. BUTTON W • m TYPICAL EA. PANEL END I UNCH TO FLANGES ,r ,r A FRAME W 20 x Z Z < assn MB AT ALL HOLES Q i i „ 36 13 BRACE -SEE ., � U "A FRAME" 13 U I I N Q 3 Z ►- N a •- BRACE -SEE I 1 ALUMN. W 0 O 00 • to co �� ��-------------- ��. r COPING �� 4 THICK CONC. DECK, y 14 GA V _ _ SEE GENERAL NOTES - �O � STEE CORNER PIECE `----------- - _ NXI `, `� M I / I I 8 U t 1 14 GA. x 4 7/8 GALVANIZED in r, 1 -0 5/8 1 i i STEEL "Z" PANEL STIFFENER. o i � �. %/\.�\ . �' `f`�\. j'l %/ �/, �/ CURVEDIPANELS. I i 1 i o I I 3/8 MB. EACH END OF BRACE, o I , , \ „ 5/8"0 THREADED ROD µ a JEXCLUDE 14 GA. GALVANIZED THREADS FROM #, STEEL CORNER PIECE I I i SHEAR PLANE. © L• i r „ STD 5/8 TURNBUCKLE \�\ i I o TYPICAL EA. PANEL END W/,:YI.O MB AT EA HOLE 5/8"0 A307 THREADED ROD 11 AT'INSIDE ROW 14 GA. GALVANIZED FOR WELDING SEE DETAIL \� PLAN STEEL WALL PANEL NOTE: i ° N ® 4' OR SMALL PANELS - NO STIFFENER i i`` ® 5' & 6' PANELS - STIFF. ®t o I ��� TYPICAL - 3/8"� A307 MB. CSD 7' do 8' PANELS - STIFF. ® THIRD POINTS i• ��� (1) BOLT ® ALL HOLES AT INSIDE l!) ROW (NEXT TO POOL) AS A MINIMUM Z PLAN VINYL LINER I i �� L 1 1/2 x 1 1/2 x 11 go. DIAGONAL BRACE 18„ �\ 4,r 8"x2'-2"CONT. CONC. / �� " 1 1 2 1 CURVED PANEL DETAIL 1 W ROMAN ASSEMBLY 6 14 GA. GALVANIZED o COLLAR FULL PERIMETER STEEL WALL PANEL. i OF POOL (8'-0" MAX.. PANELS) �• p 1 Z o 3„ CLEAR Q p STD 5 8" TURNBUCKLE / M / YPICAL o �I I (2) #4 CONTINUOUS -� M « m N (/) L 11/2"x1 Y2"x11 GA. ---o .. ,. , N J „ STEEL ANGLE ,.. `•.. �, �.; . 1 L- 1 1 /2 x 1 1 /2 x 14 go. �/ J 0 J I\ Q 5/8 THREADED ROD �, I BOTTOM STRUT ;h 0 1-- Q W 0 �_ CL co SAND OR VERMICULITE 2"x8"x16" PATIO BLOCK 1 �� — m W 0 0 'CONCRETE BASE. AT EACH PANEL JOINT , /� FOUNDATION FOR Z N 14 GA. GALVANIZED 14 GA. GALVANIZED MAX. SLOPE FOR SAND `t.25 AND CORNER FOR L 1 5/8 x 1 5/8 x 14 ga. x 1'-6" ADJACENT STRUCTURE — — 0 0 Q Q ""�----., STEEL Z BASE IS 1 _ tEVEL1NG,' AT METAL STAKE OR RETAINING WALL STEEL WALL -PANEL. PANEL MAX SLOPE FOR CONTRACTORS OPTION I I Z — CL c0 Q W STIFFENER. VERMICULITE IS 1 1 UNC � < 5/8"0 A307 THREADED ROD I FOOTINGS FOR ADJACENT WELDED TO INSIDE FACE OF STRUCTURES MUST BE STEEL ANGLE PLACED BELOW THE 1'-9" �4" Y4' ELEVATION OF A LINE REVISIONS 01 01 PROJECTING FROM THE10 DATE BY BACK EDGE OF THE POOL 2,_2,, 01 FOOTING AT A 1: 3 SLOPE 3 SAFETY LINES, ADD'L WACES; lei AS SHOWN. MAX SPACING k REVISED RLU NOTES. 10-03-98 NOT TO SCALE REMS D ANGLE SIZE SlW 4 SECTION ADJACENT FOUNDATIONS_[_15 1 5 05-13- MINOR CORRECTIONS 0`-03-8! 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