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042-320-048
A. P. 42-32--�4t/�' NEBB, Merle A. � East-end Greenview Circle,.. Chico E Permit-4 4-72B(new-24 unit Apt. & Laundry) 4 ` 42-32-48 _ _ . #98-1608 EVERETT, LEWIS 20 GREEN ACRES CONT: ROBERT' HILL SWIi44M FOOL MASTFR PLAN ti F 042-32-0-048 #98-1962 LEWIS EVERETT 20 GREEN ACRES APTS, CHICO. ROBERT HILL-//11,�G //-ZO SHED FOR POOL EQUIPMENT 042-32=verett> 99-0161 LEWIS 20 Green Acres, Chico Contr: Ron Bunch Fire damage/ temp power ' 042-320-048Tl 7 EVERETT, Lewis 20 Green Acres, Chico Contr: Robert Hill & Assc. Replace Burned Building Everett Apartments 2165 Nord Ave., #10 - Chico, CA 95926 LO Robert T. Hill & Associates 199 East Shasta Ave. Chico, CA 95973 leAer - FIRE DAMAGE REPORT OWNER: 1.. w is FJ.QV-&- DATE: a3b o LOCATION: v2D Gre eh e � l , (��- e` cz� A. P. # 63zi,�2 3;2o CONTRACTOR: ZONING: DATE TO INSPECTOR: PERMIT HISTORY:( ) NONE (� AS FOLLOWS: 1 Building Description: Commercial/Usage: Residential/# of Units: Currently Occupied Abandoned/Vacant Electric: BUILDING INSPECTOR'S REPORT Yes No Electric currently On Off Condition of Electric Gas: Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water. Obvious SewageProblems Description of Damaged Area: Ald Estimate Valuation of Damaged Area: Condition of Foundation: Mobile Home: Condition of Utilities: CC C/ Inspector:- L,z a Date Sketch building on reverse and indicate area of damage. � �f. CO�y U a < oHa-32o-0 CDFIBUTTE COUNTY FIRE INCIDENT LOG DATE_2123100 INCIDENT NUMBER REPORT TIME 9:41] LOCAL FIRE NUMBER STATE FIRE NUMBER CASE NUMBER LOCATION 20 GREEN ACRE CT. APT. 11 RP CATHERINE PHONE NUMBER 893-270 WILDLAND FIRES ❑ ESTIMATED ACRES STRUCTURE FIRE APARTMENT OTHER FIRE MEDICAL AIDS PSAIOTHER HAZ MAT COMMENTS EMD ❑ OES ❑ LOGGED BY takeegFia RO /;acf:Sfbl6.Fiiw,i+ui`c BI MEDICS PRA M21 I REPORT METHOD 911 ECC ❑ FIRE INFORMATION FIRE INFO SENT HOW EMAIL -_ BY MAA TO 421REEJ 7-0AY LOGGED © INITIALS CJS INCIDENT NAME GREEN START DATE �2123100j START TIME _ Y9:38 DIAMOND # 5.0 CAUSE MISC LAND USE DOMESTIC ��Y�YuaJ ACRES 0 r TYPE OF ACRES DIAMOND 5 ONLY $ DAMAGE TYPE JALL OTHER DOLLAR DAMAGE - 2000.00, SAVE 250000.0ID[ INJURIESIFATALITIES ❑ # CIVILIAN INJURIES a= # CNILIAN FATALITIES # FF INJURIES 0 # FF FATALITIES 01 FC -40 INFORMATION Newatn ide it - FC.4O ❑ DATE OF FC40 INC AGENCY INC # , INC P#��� FC40 COMP DATE j FC40 COMP BY Y I County Notifications 0 EARS Hard Copy Recieved 0 EARS Checked Agenst EARS Computer �� ❑---'-- �� ;,EBB, P.lerle A. ► East end Greenview Circle, Chico _— Permit -4 4-72B(new-24 unit Apt. & Laundry) 3 42-32-48 #98-1608 t EV)+REIT, IBM / 20 GREEN ACRES CCNr: ROBERT HILL SWE+MU POOL MASTER PLAN ' 042-32-0-048 #98-1962 LEWIS EVERETT / o�{E� 20 GREEN ACRES APTS, CHICO ROBERT HILL Al 11L //-z0 t SHED FOR POOL EQUIPMENT F2O 320-0 99-0761 IS Everett r reen cres, Chico 1 Contr: Ron Bunch Fire damage/ temp power 042-320-048 94 lb EVERETT, Lewis I 20 Green Acres, Chico i Contr: Robert Hill & Assc. t Replace Burned Building , r i i 1v 41 y Io NOTES t .� RESIDENTIAL 042-320-048 99-1074 PERMIT Nf ;•EUERE*,, Lewis 20 Green Acres, Chico Contr: Robert Hill & Assc. Replace Burned,, Building • j o�•p Pe�-� R, r1 rn� j E' A SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 JOB FINALED (Date) 2 Signature W.. -OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch *.I \ Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L -ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable =Not Ready t RESIDENTIAL (; - Date nderfloor (Plans) OK except #'s Zo ' g -Setbacks -Ease men ood-Slope 1 tg., Main; Soils-Elec. rnd.-/ /- Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftq. Porches & Decks; Soils -Steel-/ /" Ftg. Depth 14. tem , Main; Steel-Blockouts-Wrapped 6. alts, Garage; Steel-Blockouts-Wrapped Access & Ventilation d Downs and Special Anchors 8. Slab, Steel -Wrapped Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date F AMING (Permit) OK except #'s i oper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound �£-B-Iny Mtt" over Girders & Floor Nailing Lira Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs &Oookeaclers & Beams -Size & Bearing Tingle & Duplex) Date_FRAMING (Continued) ers-Post Caps -Anchors -Connector 44 &Logling. Joist-Rftr. Ties-Purlin-Roll Bra - -S ng. ie pe A Flue -Fireplace Throat Clearance O 4lit49. Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles m. ows or xiting Doors -Sill Ht. & Dimensions age Fire Protection Framing Property Line Firewall & Openings "953. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits room e- Run- Land ing-Fire Protection 55. Plywood on R' verhang-Attic Vents -Rafter Outriggers 56. Sidnq-NailingYeneer -,- /6 /t9 - b 0.' Stucco ash -Drip ScdWCFd.-1iarr%-t:t d .. Access 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date -C/G/ Card B-1 rW Date Card B-1 Date Card B-1 DateINAL (Plans) OK except #'s 45"Ext. Steps -Door & Sidelight Protection -Landings moke Detector 65 Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 11. Water Pipe; Test -Anchors -Regulator -Service Test b Access -Spa 1 e'Oric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. ire ce-Hearth 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation it. Counter 16. Insulation uct in Garage -Damper Date Q Card B-1 Date Q Card B-1 Date ALI f 9 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s AMOO"Fdn. 17. Water Htr.; Vent -Access -Combustion Air Baffle Cl ce I-Delted under Floor O Yes 18. ter Pipe; Test & Anchor -Nail Protection 8Oullnect, 19. D.W. ., t Fittings & Anchor -Nail Protection Roof, Plbg-Appliance-Fireplace-Clearance to Openinqs 20. Shower Pan; First Floor -Tub Access 21. Test Tub & Shower, setago Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fix e & Transformer Clearance -Ins. Protection Ele . Receptacles Spacing -Lights.& Switches at Doors Si oxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. A7!1°quip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ID Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date qq Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 5. A.C. Ducts Insulation & Support 36. n, Exhaust above insulation 37. Condensate in & Overflow, Size & Grade 38. Furnace -Vent Acce -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform i ace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F AMING (Permit) OK except #'s i oper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound �£-B-Iny Mtt" over Girders & Floor Nailing Lira Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs &Oookeaclers & Beams -Size & Bearing Tingle & Duplex) Date_FRAMING (Continued) ers-Post Caps -Anchors -Connector 44 &Logling. Joist-Rftr. Ties-Purlin-Roll Bra - -S ng. ie pe A Flue -Fireplace Throat Clearance O 4lit49. Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles m. ows or xiting Doors -Sill Ht. & Dimensions age Fire Protection Framing Property Line Firewall & Openings "953. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits room e- Run- Land ing-Fire Protection 55. Plywood on R' verhang-Attic Vents -Rafter Outriggers 56. Sidnq-NailingYeneer -,- /6 /t9 - b 0.' Stucco ash -Drip ScdWCFd.-1iarr%-t:t d .. Access 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date -C/G/ Card B-1 rW Date Card B-1 Date Card B-1 DateINAL (Plans) OK except #'s 45"Ext. Steps -Door & Sidelight Protection -Landings moke Detector 65 Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection tect, Electrical, Plumbi G.F.I. Receptacle-Und lation Thr9Ughout House from Previous I s e ers aoaed Gas -Electric 92. Water & Se nnected-C/O to Grade -HD Approval once Certificate -Other Certificates Address Posted Date Card B-10:0 Date Card B-1 Dater Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 6r b Access -Spa IW'Elec. Trim & Subpanel, Breaker Sizes & Labels ire ce-Hearth lec. Outlets at Wood Panel, Int. & Ext. nd-Air Gap -Cooking Clearance it. Counter . Garage Fire Door; Swing -Landing -Closure uct in Garage -Damper tr. Htr. - om . Air Connector-P.R.V. in ge; Above Floor-Mech. Protection P"PIb_-&W6-&Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection oam-Looked in Attic ai s & Deck Construction -Post Caps AMOO"Fdn. VBents .Crawl Hole Door Drainage & Wood -Earth Cl ce I-Delted under Floor O Yes 8 8 ollowin stld./Drive J Yes J No/Walks ,J Yes ❑ No/Planters ❑ Yes ❑ No St o Brow Finish 8Oullnect, t1UUMEUX-Plumbing 81fYeat&.Abgye Roof, Plbg-Appliance-Fireplace-Clearance to Openinqs tect, Electrical, Plumbi G.F.I. Receptacle-Und lation Thr9Ughout House from Previous I s e ers aoaed Gas -Electric 92. Water & Se nnected-C/O to Grade -HD Approval once Certificate -Other Certificates Address Posted Date Card B-10:0 Date Card B-1 Dater Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: I fl , i Rliobert Z: Hill & ASSOCIATES 799 E Shasta Ave. Chico, Calif. 95973 (530) 891-4280 'FAX (530) 891-0394 6ALV 6 •►T-. METAL GAP. I 7/8`" GEMENT PLASTER ' 135tHgEAR NAPLINN ,(SEE, (/HEDl1LE.) i. III I 2X� NAILER Z(G FIRE: �LOGKING SET. 5TUD5 C) 4/12 SLOPE. :i 2X6 6TUD6 @ 16"006 . a 2) 6d @FA TRUSS. LK6 W SITT— TRUSS 5A . ' I � NAILING. (TYP.) 2X6 65TUD5 @ V, 06. Aij J G 4 %L (� 9vvfF,(0vmtvL gutUJ(.Nte nYT-, ppj — 20 (off Ams 64*( -a( 2fo tt; foggy+ R END NAILING. (TYP) 7/6' GEMENT PLASTER `3SR NAPLIN (SEEHEACHEPULE.) (TYP) GALVANIZED 51HT. METAL STEP FLASIHING. /2"" ( DX PLYWOOD i� W LEDGER @ 4/I2 I 1 ATTACH TO STUDS. I I W/ 2) 16d EA. ST 1 (MA CH T I � W NAILER C9/1-419�) • CONSULTANTS • DESIGNERS • CONTRACTORS • CRAFTSMEN z w v 2X8 RAFTERS @ V06 5/S"" TYPE ""X"" GYP. �P. IN5TALLED VERTICALLY & NAILING 6d COOLER @ 706. t: PARAPET WALL �1 ; 1ll 1 11 —•� General, Pool & Solar Contractors • Lic. #377409 - PREFAB. TRUES @ U1106. (TYP.) ENGINEERED WOOD SYSTEMS / 8 / a., Certificate of Conformance Certificate 054058 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93.- Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. yz W 0 pI'll 0 R,q1, J'1 0!-i • V F CP i :z= SEAL =300_ tyi q,H I N by - if', J !Y�' r Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 14NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 195965 • Telephone (530) 538-7541P RMIT N0. (Rev. 12/96) APPLICATION AND PERMIT "07 ASSESSOR PARCEL NUMBER 042-32-0-048 ZO ! 3 BUILDING PERMIT OWNER LEWIS EVERETT TELEPHONE 891-5221 SO. FT. OCC. BUILDING VALUATION 2171 S1 47 767.50 OWNERS MAILING ADDRESS 90 GREEN ACUS CONTRACTORS NAME ROBERT HILL & ASSOCIAT .01 TELEPHONE 1891-4280 CONTRACTORS MAIUNG ADDRESS 199 EAST SHASTA, CHIM CA 95971 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 47.767.5b ARCHITECT OR ENGINEER C ROBERTS LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 401.50 ARCHITECT OR ENGINEERS1038699 MLf� l�KN ACRES CHICO U Plan Checking Fee $ 260.98 BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S 682.48 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE STG SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: REPLACE BURNED STG – BLDG Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 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 -C/� Lic. No. 3-7%tf09 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 10ooA 46.00 NEW CONST. OWEwNo OCCUP. WEa ( OR ADDNS.NEW StT 3.5QF°: CONST. MUL�TICov�rL NON•RESID. c 97.50 ro nn POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLEr OR FIXTURES 20 @ 100 BAL @ .50 Ex. Occup. oFlxuTETS R. OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRICAL 30.00 PERMIT FEE s 133. 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 compensation insurance carrier and policy number are: Carrier K e.). 547,9. Policy Number & D YO (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date V-11 Sig ature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee Is Sopc l 'QST• TYPE TOTAL FEE $ $15.48 HA D. IMP FLOG CDF PARCEL PD S This permit is hereby issued rider the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By p Dat PERMIT EXPIRES ON �J iii ate Receipt No.2 -� WHITE-D.D.S.-B.D. —CANARY -ASSESSOR PI •INSP TOR OLDE OD -APPLICANT FA 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 PERMITq� Assr904L-CJ2'MT048 - ZONINCR_3 BUILDINGPERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING .VALUATION OWNER'S MAIUNG ADDRESS CONTRACTOR'S NAME ROBERT HILL AND ASSOCIATES TELEPHONE 891-428 d T SO CONTRACTORS MAILING ADDRESS 1C)9 FAST SHASTA, CHTCO CA 99971 — CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS /totalValuation $ . s' ARCHITECT OR ENGINE UCENSE NO. d 038692 Fiin Fee $ 20.00 ermit Fee $40/. 50 ARCHITECT OR ENGINEERS UNG ADDRESS Plan Check' Fee $ BUILDING ADDRESS F Energy P n Checking Fee $ $ 2• PERMIT FEE $ LAT NO. SUBDIVISIONS NAME P PLUMBING PERMIT Filing Fee 20.00 USEO TRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other S sPECIFv ?achTrap 7.00 olar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WO New )b Addition ❑ Remodel ❑ Utilities ❑ Instal r ❑ Describe Work: REPLACE BURNED STG Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 000V OR LESS Main Service .0.OR LESS 23.00 23.00 LICENSED CONT RCTO ECLARATIO I hereby affirm under penalty of perjur tha�l a lice sed under rovision of Chapter 9 (commencing with Section 7000) of iis'61%3 o the Business nd Profess ns Code, and my license is in full force and effe t. pp c License Class 13 -C- 7 Li N 7 OWNER -BUIL DECLARATI I hereby affirm under penalty of perjury at I am exempt om the Contractors Licen Law for the following reason: ❑ I, as owner of the property, or my em loyees with w ges as their sole compensation, will do the work, and the structure is not inten or offered for sale. ❑ I, as owner of the property, am exclusively cc tracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Bu mess and Professions Code for this WORKERS' COMPENSAT N DECLARATION I hereby affirm under penalty of perjury one f the following declarations: ❑ 1 have and will maintain a certifica 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 is permit is issued. GYY I have and will maintain workers' c mpensation insurance, as required by Section 3700 of the Labor Code, for the p ormance of work for which this permit is issued. My workers' compensation ins rance carrier and policy number are: Carrier , 100, Policy Number 03 L `� (The above sections need t be completed if the permit is for work of a valuation of one hundred dollars ( 00) or less.) 131 certify that in the perfor ance�bf the work for which this permit is issued, I shall not employ any perso in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / p X Q:tom_ Date ! %I Signaturek of Applicant - ❑ Owndr ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO. OR ADDNS. a ACC. SLDS. 3.50FT. NON -NEW R SID. muLTI.OLlTLET @7.50 40.00 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 @'•00 Ex. Occup.BAL. @ .50 Ex. Occup. DFIx LNS � aEs oEA. 5.00 Temporary Service 23.00 obits Home Facilities 20.00 c. Wiring23.00 POOL ELECTRICAL 30.00 PERMIT FEE 9 J'53.00reason MECH ICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONSTA. �PE VX OTL FEE $ 815 AZ DP FLOOD x CDF _ PARC HD SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date rReceiptNo. Z•6 6 ITE-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, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �` l0 �I ASSESSOR PARCEL NUMBER+ qJ- 3% - 4 ZONING _3 BUILDING PERMIT owNERl V LEWIS' EVERE•� FT. T UNE C7, "5' S0. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS o R&E� ,qc CH1Go 9sy73 CONTRACTOR'S NAME o cis AL S40 C, TELEPHONE e9�-y28o CONTRACTOR'S MAILING ADDRESS 9 q E S 1/4sP/9 A t/ A CHI c0 CIP CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 3°/ O `%a ARCHITECT OR ENGINEER C- A p e LICENSE NO. ID 31&69 2 Filing Fee $ 20.00 Permit Fee $ 3 y. 50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ ZZ7- ie BUILDING ADDRESS —10 �l �+ � G C f '. `� f A C A E7.5 Energy Plan Checking Fee $ CNICo$ -PERMIT FEE $-siT6-be LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0000 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other groAAcyr sPCFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 8610ACE Rog H9> 80 1 OI 4 Gas piping system 1 - 5 ets 15.00 Building -sewer 15.00 Mobile Home G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AoRLEBS 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. ❑ 1 am exempt under Sec. Business and Professions Code for.this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 Policy Number (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. OWEWNG OCCUP. SO OR ADONS. 8 ACC. BLAS. 3.50FT. NO .NEWR.'. ' BRANCMULTI-OIR UITS @7.50 POWER APPARATUS a SINGLE OUT 20.00 EX. Occup. OUTLET OR FIXTURES BAL O 1.50 FIXED APPLIO OR Ex. Occup. ounETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL EILC-RI G 30 30 PERMIT FEE $ MECHANICAL PERMIT Filing_509 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES y6_ fiu D FEES IMP I FLOOD I CDF PARCEL PO 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 DeXo Receipt No. WHITE -D.D.S.-B. D. NARY-IMSSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET z OWNER: L EW is F V F4 rr-T T ASSESSOR PARCEL NUMBER: Y2- 3Z YS Proposed Building Use: gV- 51 -DA, AL Building Inspector: Ci9rtL Date: lo - /ylry y / 9 9 9 ' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By i ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 1 ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- J/Hazardous Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- MaterialForm. ------------------------------------------------------------------------------------------ 0 F ❑9. anuf Home data and installation instructions including Tie Down Specifications.------------------ �'f��1 Feesof $ lP O 0---------------------=-------------------------------------------------------------� 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- V& !� i El12. California Department of Forestry plan approval/fees. --------------------------------------------------------- Ti 1113. Flood elevation certificate. ---------------------------------------------------------------------------------------- Q� Sanitation and plot plan approval CH 160 Health Department. ------------------------------------------- ❑ City of Chico plumbing permit. ------------------------------- --------------------------------------------------- 16. Plot plan and business license approval from the C4ity Biggs. ---------------------------------------------- p �. P g approval for (A) Use: (DIL Parking: -------------------------- Contact Land Development about ❑ Improvements ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------- ------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. --------------------------------------------------- El 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A ❑Grant Deed ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- p`Other: eVISe CG c. P4e_V tytvyt9•Q------- When you issue the permit, process as follows ❑ Mail to owner ❑ tractor. �elephone ��% % 4Z.30 and hold for pickup t 40/10 office. ❑ Deliver with inspector. Applicant: ° Qj� / Date: SlIA197 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ( Plan Check List 2. Additional items required: Contractor, designer, owner, was adUsed of the above re4wred data by hone, il, ❑ Building Division counter, byate: , Contractor, designer, owner, was advised of the above required data by 13phone, mail, ❑ Buildirig,Division counter, by ate: Z$ 9 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin vigi—oh counter, by Date: Contractor, designer o the above required data b ❑ phone, ❑ mail, ❑ B ldin "sio er, by ate: Plans reviewed by: Date: �p , 7 r9 Plans approved by: Date: Sets of plans on hold g ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: E.H. USE ONLY Piot Plan Attached Cd Floor Plan Attac Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �yelmO -7o Greve Acres C-1 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -4we'W4. Other _,AW/�ojn ,V -z �s�6,-g . b / ,a wfa r� ►-e ms Hold final for: Final clearance O.K. for: (VOTE: C Of Environmental Health Specialist 8/96 s- Zi -9 9 Date BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER `l-1074- , APN OTZ_- U -e4b Firm Name Address NkI-V AcA_" Nature of Business /1t,YPi- aEMAvIL 1-1119 Contact Person tkwt� 6A*,"ar Phone # 1. Dges your business or that of your tennants handle, store, or transport hazardous materials? 9 NO OYES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. . 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? *NO O YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916ARft) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or Vool site? NO OYES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fes, vapors, or other volatile compounds? u1NO El YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative r4e�1 (Signature) t (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, El ❑ 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE - Building Dept 0 YELLOW - Env. Health 0 PINK - APCD 0 GOLDENROD - Fire Dept. ■ Everett Apartments 2165 Nord Avenue, #10 Chico, Calif. 95926 (530) 891-5221 FAX 891-1867 0 s &ILOWLe (7# Rq-1o74- August 9, 1999 Robert T. Hill & Associates 199 East Shasta Ave. Chico, CA 95973 Dear Sirs: With regard to the storage building to be rebuilt at Green Acres Court, we plan to use it for storage in conjunction with the management of the apartment business. The building will not be used for a workshop and will not be used for the storage of motor vehicles. The exception, of course, is the pool equipment part of the building in which we will be placing the machinery to operate the swimming pool. Sincerely, Lewis A. Everett Everett Apartments The above referenced building plans were reviewed by this office. Please respond in writing to each' comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 01 A Type V -N building can have 1 -hour walls for a given situation but a Type V-1HR building would be one-hour throughout. Therefore the correct classification of this building is Type V -N. Required exits would be two as you have three as you Dave three separate rooms, each requires at least one exit directly to exterior. You show three required exits, change code analysis. Letter from the owner did not address the use of this building as described. Letter is to state that the building will be used for storage only and that it will not be used as any sort of workshop and will not be used for the storage of moter vehicles. Plans have been sent out for structural review. I will contact you regarding any requirements generated from this review. �! Provide the number of multi -outlet branch circuits you will be installing in this building. �� Show flashing at roof/parapet and flashing at scuppers. 58011 --� art, VF Provide calculations of roof drain size needed so that scupper sizes provided can be checked for code compliance. No Atne, ", y7 Show attic access and ventilation requirements directly on the plans. if you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 1 RECEIVED JUL 2 3 1999 SACRAMENTO LINHART PETERSEN POWERS ASSOCIATES AND JuneL2r1999'� —; LAND OF NATURAL WEALTH -— . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Robert Hill and Associates 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965.3357 199 East Shasta Ave. TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Chico, Ca. 95973 PLAN R[vl[- 4 APPROVAL Parcel Number 042-320-048 AUG - 21999 Building Permit Number: 99-1074 11NN�BI-Ft►uia►irr v oo uw-nwrvin, w The above referenced building plans were reviewed by this office. Please respond in writing to each' comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 01 A Type V -N building can have 1 -hour walls for a given situation but a Type V-1HR building would be one-hour throughout. Therefore the correct classification of this building is Type V -N. Required exits would be two as you have three as you Dave three separate rooms, each requires at least one exit directly to exterior. You show three required exits, change code analysis. Letter from the owner did not address the use of this building as described. Letter is to state that the building will be used for storage only and that it will not be used as any sort of workshop and will not be used for the storage of moter vehicles. Plans have been sent out for structural review. I will contact you regarding any requirements generated from this review. �! Provide the number of multi -outlet branch circuits you will be installing in this building. �� Show flashing at roof/parapet and flashing at scuppers. 58011 --� art, VF Provide calculations of roof drain size needed so that scupper sizes provided can be checked for code compliance. No Atne, ", y7 Show attic access and ventilation requirements directly on the plans. if you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 1 RECEIVED JUL 2 3 1999 SACRAMENTO LINHART PETERSEN POWERS ASSOCIATES Ju. 4 lune Robert Hi(1 and Asso 199 East Shasta Ave. Chico, Ca. 95973 Parcel Number 042-320-048 Building Permit Number: 99-1074 r:- �lltte 60, 'IANC) OF NATURAL WEALTH AND BF.1UT-i BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVII.LE, CAUFORmA 95965-3397 TELEPHONE: (530) 538.7541 FAX: (530) 538.2140 The above referenced building plans were reviewed by this office. PIease respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your* complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registrationnumber and expiration date on all -sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 5tt 1. Building must be classified per 1994 UBC. Provide a complete code analysis including occupancy, occupant load, exiting requirements, square footage and construction type. A Ylicensed professional is to take full responsibility for design of this structure. All sheets of plans 's are to be stamped and signed. 2. We do not have permits on file for storage units on this property. This structure will be Pe/r, considered new construction and permit fees will be assessed as such 3. Occupany as shown on plans, S1 storage would require fire -resistive walls in relationship to location of building to property lines. A structural plancheck will not be done unit occupancy has b n determined. P 4. rovide a letter from property owner that the building Is to be used for storage only, that it win not be used as any kind of workshop, nor will there be storage of motor vehicles in the building. I.P�Pli'' �D % ��eci �LiG _ A,/O jXVr -- h/70 00 PLAN CHECK WILL CONTINUE UPON RECIEPT OF ALL OF THE ABOVE ITEMS. ADDITIONAL ITEMS MAY BE REQUIRED WHEN PLAN CHECK IS RESUMED. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha they Plans Examiner ZO'd t78b=L0 66-LO-unC Roberts Consu'lting' onsultin En ineerin g Engineering* 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8T Website: http://www.r-c-e.com Butte County Building Department 7 county Center Drive Oroville, CA 95965 (530) 538-7541 RE: Green Acres Apartments 20 Green Acres CT Chico, CA 95926 To Whom It May Concern, PLAN REVIEW APPROVAL AUG - 21999 LOOM jAltJ Our office has reviewed the truss design and calculations Longfellow Lumber Co. Inc. for the above residence. The layout and design are in agreement with our structural package. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yo pFrSSIpN9\ pO F2 � r+ 92 �' �T Cl FOF CAO Charles J. Robe JUL 2 3 1999 Cr LINHART N ASSOcwt-ES "'VERS JUN 3 0 1999 UNHARTNETERSL'' u ASSOCIATES OWEF,S August 2,1999 l FINAL. CHECK (Structural Only) --County of Butte Appl No. 99-1074 LP2A 99015.027, Mr. Michael `Vieira Chief Building Official'. r ,; County of Buttes - 7,'County Center Dr. Oroville, CA.`95965-3397 . Phone (530) 538-7541 Fax (530) 538-2140. Re: Plan Review: ` Lewis Residence �. Address: Dunham; CA', Dear Mr,. Vieira: L'inhart Petersen Powers A/ p2 has completed,a structural review of the following . documents: 1. Plans: Two (2) copies; sheet C-1 and A-1 dated -April 23, 1999, two (2)'copies sheets A= 2,' S-1 & S-2 dated May 24, 1999, two (,?),copies, sheet A=3, S-3 and S-4 dated April 22, ` 1999 by Evergreen Development.' , 2. Structural CalcuaosOeated Feba'16,1999and oe -dry(1)'copy revision dated May 21 1999'and a -second copy,revision datedJune,-24,,1999,by Roberts Consulti 4g Engineering, 3. -Roof Truss Calculations: One (1);copy dated April 23, 1999 byWestern Wood Products:, We have reviewed `the above documents for structural conformance to the 1995edition of%the ` California Building Code (i.e., state amended- 1994, UBC)., NOTE THAT THERE ARE NO FURTHER COMMENTS, THESE.PLANS ARE APPROVED. Enclosed are the.above'reference documents. -Let us know if you have'any questions. Thank ` 1 you, for allowing .us to serve you.,-- Sincerely, ou. Sincerely, LINHART'PETERSEN POWERS ASSOCIATES ' uzari Ramirez, P1:E. I. :O. Plans Examiner 3 `. �. Senior Plan Check-/En'gineerv��^J 9 .: SR RCOUNTY ` 33,D1NGDMSION � Enclosures LINHART PETERSEN POWERS ASSOCIATES 7,447 Antelope Road; Suite 163 • Citrus Heights,CA 95621> �r (916) 725-4200 • FAX (916) 725-8242 • Toll Free'(877) 235-0653 By Lewis Rairtence (5trurcy • • City ojNapa - First Check LP2A Job Na: 99043.027 July 14, 1999 Page 2 Re: Occupancy Group(s): S-1 Type of Construction: V -N Stories: One Building Area (sq. ft.): 2,171 A. For your convenience, the following comments are referred to the 1995 California Building Code (i.e.. 1994 UBC, et al, as amended by the State of California) unless otherwise noted). B. Please respond in writing to each comment by marking the attached comment list or creating a response letter_ Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's ftwet" stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed elements and cover sheets of calculations. UBC 106.3.2 STRUCTURAL PLAN COMMENTS: Amend the shear nailing notes, item #1, to indicate the minimum plywood dimension is 2 feet per the building code. 2. Amend note #6, shear nailing notes, to remove the second tine of the comment that is not relevant to item #6. 3. Provide specifications for the fiber mesh (gauge and spacing) used in the slab. 4. Provide a detail of a pad footing integral with the continuous footing. 5. Note on the cover sheet of the plans that epoxy injection application requires special inspection by a deputy inspector. 6. Specify the ceiling joist size and spacing for the roof over the pool equipment room. 7. Cross-reference detail 1/5 to the plans. 8. Amend the shear -nailing schedule to indicate the anchor bolt spacing should be 16- on center, not the 24" on center as shown on the plans. If you have any questions regarding the above comments, please contact Suzanne Ramirez at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M -F. Sent By: LP2A; July 14, 1999 Mr. Robert Hill 199 East Shasta Ave. Chico, Ca 95973 Phone (530) 891-0394 Fax (530) 891-6921 Re: Plan Review: Address: Dear Mr. Hill 9167258242; 0 Maintenance Building (Struct.) 20 Green Acres Jul -20-99 2:23PM; Page 1/2 FIRST CHECK - County of Butte Jurisdiction. No. 99-1074 LPZA 99015.027 Linhart Petersen'Powers Associates (LPZA) has completed a structural review of the following documents: 1. Plans: One (1) copy plan 'sheets 1 thru 5 dated 5/5/99 by Robert T. Hill & Associates. 2. Structural Calculations: One (1) copy dated June 16, 1999, by R. T. Hill & Associates. 3. Title 24 Energy Compliance Documentation:. 4. Truss Calculations: One (1) copy dated 6/24/99 by Longfellow Lumber Co. Inc. These documents were reviewed only for their conformance to the 1995 California Building Code (i.e.. the state amended 1994 model codes). Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded directly to LPZ4. Sincerely, LI RT PETERSEN POWERS ASSOCIATES nne Ramirez, P.E. C.B.O. Plans Examiner Senior Plan Check Engineer SPR: spr Enclosures cc. LINHART PETERSEN POWERS ASSOCIATES Ll7447 Antelope Road, Suite 103 - .Ciuus Heights, CA 95621 (916) 725-4200 • FAX (916) 725-8242 - Toll Free (877) 235-0653 • Robert Hill and Associates 199 East Shasta Ave. Chico, Ca. 95973 Parcel Number 042-320-048 Building Permit Number: 99-1074 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Plerespond in writing to each comment by creating a response letter. Indicate which detail, ecification, or calculation shows the requested information. Your complete and clear respIfses will expedite the re -check and approval of this project. Please be sure to include on the esubmittal the engineer's "wet" stamp, signature, registration number and expiration7dateall sheets of plans depicting the designed elements and cover sheets of calculations. additional information and/or make revisions to plans, specifications and calculations as 1. A Type V -N building can have 1-hour/wallsr a given situation but a Type V-1HR building would be one-hour throughout. Thereforrect classification of this building is Type V -N. Required exits would be two as you haveyou have three separate rooms, each requires at least one exit directly to exterior. You sh required exits, change code analysis. 2. Letter from the owner did not addr ss the use of this building as described. Letter is to state that the building will be used for sto ge only and that it will not be used as any sort of workshop and will not be used for the storax of moter vehicles. 3. Plans have been sent out for,�tructural review. .I will contact you regarding any requirements generated from this review. . 4. Provide the number of r�Wti-outlet branch circuits you will be installing in this building. 5. Show flashing at roof/fiarapet and flashing at scuppers. 6. Provide calculationof roof drain size needed so that scupper sizes provided can be checked for code compliance. 7. Show attic acces$ and ventilation requirements directly on the plans. If you wish to disc6ss any requirements, you may contact me at (530) 538-7541 between 1:00 . � . �"�=` . �t"�1�!#�' "iiD�"!'�v."���'-:. �.,,..�r;- _ �.- .�:.; ` 'lir''. ,n r '-vu±t..i-.*i..:.r" ,.w�.► `r^.�-��y'�a'� COUNTY OF BUTTE aG : 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. 1 A routine insp ction indicates that the following violations of butte county Ordinances exist at the t above addr s and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please c ntact this office immediately.`'= :.-_. . C a.f s -4 -1,,61e 7.. G ra �'• Date REV COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 u 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 c9Ktact this office immediately. Q ! 2t G14 p — / 1 4/ r0C Guh-e v A RAWSM Date Inspector REV 10/92 L1. s. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES fir• 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PF-HMII NU. 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 y ave any questions pertaining to this matter, or need additional explanation, please cont this office immediately. FA COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 1,07 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you vve any questions pertaining to this matter, or need additional explanation, please contact tbW office immediately. Date 3 4 4 Inspector V 5!5.e REV 10/92 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 ry-e-Je--/-f 9?- /0 7�j 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 contayXthis office immediately. i", 4 Sn : (ate v Date 0 L 7 Y Inspector REV 10/92 t P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney. Plans Examiner 2 Robert Hill and Asso, 199 East Shasta Ave: Chico, Ca. 95973 Parcel Number 042-320-048 Building Permit Number: 99-1074 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your.complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1:. Building must be classified per 1994 UBC. Provide a complete code analysis including occupancy, occupant.load, exiting requirements, square footage and construction type. A licensed professional is to take full responsibility for design of this structure. All sheets of plans are to be stamped and signed. 2. We do not have permits on file for.storage units on this property. This structure will be considered new construction and permit fees will be assessed as such. 3. Occupany as shown on plans, S 1 storage would require fire -resistive walls in relationship to location of building to property lines. A structural plancheck will not be done unit occupancy has been determined. 4. Provide a letter from property owner that the building is to be used for storage only,.that it will not be used as any kind of workshop, nor will there be storage of motor vehicles in the building. PLAN CHECK WILL CONTINUE UPON RECIEPT OF ALL OF THE ABOVE ITEMS. ADDITIONAL ITEMS MAY BE REQUIRED WHEN PLAN CHECK IS RESUMED. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner STRUCTURAL CALCULATIONS RCE Job #99.044 for PEAK REVIEW APPROVAL AUG - 21999 R. T. Hill 8t Assoc. UNHARI Ptiwactt-ruv,cri-rowomlui Green Acres Apartments 20 Green Acres Ct. Chico, CA 95926 RE,CEIV D Calculation Index: Page # JUL 2 3 1999 Gravity Loads 1 LINHARI .. • ._• rlowPis • SOC ASIATES • Layout Sheet 2 • Lateral Analysis L1 — L7 • Beam Analysis BI — B2 • Footing Analysis F] — F2 . rS3f®Nq F,y its v 038692 - � sf CIVI glFOf CAL\EO�� Revision Summary: r Rev. 0 Initial Issue le (�PV These Calculations have been prepared for plans drawn by R. T. Hill K Assoc. for the above indicated property. The results of the calculations have been incorporated on said plans. ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com n 06/16/99 - Green Acres - RCE Job No. 99-044 Pg. 1 Gravity Loads: Roof Dead Load 7/16" OSB Ply. 1.7 psf Slope = Framing 4.0 psf 10 Comp Roofing 5.0 psf to '/2" Gyp 2.2 psf 12 Insul. 1.0 psf Misc. 2.3 psf Total sloped 16.2 psf Total horiz 21.0 psf Total axial 10.3 psf Roof Live Load 11construction 16.0 psf 11 Wall Dead Load 5/8" T-1-1 1 1.8 psf (T-1-1 1 Siding) 2x6 Framing @ 16" o.c. 1.7 psf 5/8" Gyp. 2.8 psf Insul. 1.0 psf Misc. 2.7 psf Construction 10.0 psf Wall Dead Load 3/8" Ply 1.5 psf (Plaster Siding) 2x6 Framing @ 16" o.c. 1.7 psf 7/8" Plaster 7.0 psf 5/8" Gyp. 2.8 psf Insul. 1.0 psf Misc. 3.0 psf Construction 17.0 psf 'G.E GRED "S tz- <:�q . o -R P 2 VIALS � 51E�:INM '5�b -a O I 06/16/99 - Lateral Analysis - Green Acres - R.C.E. job 99-044 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I 1UfW n1 W IWR OWR OI_R OPR P= P= P= P= P= P= nd Loading @ Roof Wall Lines D -A Mean Roof Height = 11.5 feet Uplift Pressure = 6.2 psf Wind Speed: 75 mph Exposure: B where; to 7. 4.8 2.9 8.7 6.8 6.8 psf 1 to 20 8. .2 3.1 7.3 7.3 psf 20 to 25 R9.psf 8. 5.5 9.8 .7 7.7 psf • 25 to 30 5.00 .0 3. 10.9 8.5 8.5 psf 30 to 4 Area Pressure 2.7 psf = Force psf - to nd Loading @ Roof Wall Lines D -A Mean Roof Height = 11.5 feet Uplift Pressure = 6.2 psf Wind Speed: 75 mph Exposure: B where; Wall Lines A -B Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' Ce = 0.72 @ 20 to 25' Ce = 0.76 @ 25 to 30' Ce = 0.84 @ 30 to 40' Ce = 0.95 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall nd Loading @ Roof Tributary Cq = 0.3 (IWR) Inward @Windward Roof 64 lbs. (IWW) Wall Lines A -B Cq = 0.9 (OWR) Outward @ Windward Roof Pressure Force Cq = 0.7 (OLR) Outward @ Leeward Roof 10.00 feet @ Cq = 0.7 (OPR) Outward @ Parallel To Ridge @ 0 to 15' Mean Roof Height = 14.0 feet qs = 14.4 psf 7.7 psf = 39 lbs. (IWW) I = 1.00 Importance Factor 5.00 Roof Slope = 4 Rise to 12 Horiz. Tributary Normal Resultant Horizontal Area Pressure 2.7 psf = Force 5.00 feet @ 7.1 psf = 8.00 36 lbs. (IWW) @ 0 to 15' 5.00 feet @ 4.5 psf = @ 0 to 15' 22 lbs. (OLW) @ 0 to 15' 3.00 feet @ 2.7 psf = Fn =1 188 nif - horiz. 8 lbs. (IWR) @ 0 to 15' 3.00 feet @ 6.2 psf = 19 lbs. (OLR) @ 0 to 15' Fp = 85 plf - horiz. nd Loading @ Roof Tributary Normal Resultant Horizontal 64 lbs. (IWW) Wall Lines A -B Area Area Pressure Force 0 lbs. (OLR) 10.00 10.00 feet @ 7.1 psf = 71 lbs. (IWW) @ 0 to 15' Mean Roof Height = 14.0 feet 5.00 feet @ 7.7 psf = 39 lbs. (IWW) @ 0 to 15' Uplift Pressure = 6.2 psf 5.00 feet @ 4.5 psf = 22 lbs. (OLW) @ 0 to 15' 2.00 2.00 feet @ 2.7 psf = 5 lbs. (IWR) @ 0 to 15' 8.00 8.00 feet @ 6.2 psf = 50 lbs. (OLR) @ 0 to 15' Fn =1 188 nif - horiz. Fo = 188 Dlf - horiz. nd Loading @ Roof Wali Lines B -C (west face) Mean Roof Height = 14.0 feet Uplift Pressure = 6.2 psf Tributary Normal Resultant Horizontal Resultant Horizontal 64 lbs. (IWW) Wail Lines B -C (east face) Area Pressure Force @ 0 to 15' 0 lbs. (OLR) 10.00 feet @ 7.1 psf = 71 lbs. (IWW) @ 0 to 15' 5.00 feet @ 7.7 psf = 39 lbs. (IWW) @ 0 to 15' 5.00 feet @ 4.5 psf = 22 lbs. (OLW) @ 0 to 15' 2.00 feet @ 2.7 psf = 5 lbs. (IWR) @ 0 to 15' 8.00 feet @ 6.2 psf = 50 lbs. (OLR) @ 0 to 15' Fn =1 188 nif - horiz. nd Loading @ Roof Tributary Normal Resultant Horizontal 64 lbs. (IWW) Wail Lines B -C (east face) Area Pressure Force @ 0 to 15' 0 lbs. (OLR) 5.00 feet @ 7.1 psf = 36 lbs. (IWW) @ 0 to 15' Mean Roof Height = 14.0 feet 15.00 feet @ 4.5 psf = 67 lbs. (OLW) @ 0 to 15' Uplift Pressure = 6.2 psf 8.00 feet @ 2.7 psf = 21 lbs. (IWR) @ 0 to 15' 2.00 feet @ 6.2 psf = 12 lbs. (OLR) @ 0 to 15' Fp =I 137 plf - horiz. nd Loading @ Roof Wall Lines 1-3 (ateave) Mean Roof Height = 10.0 feet Uplift Pressure = 6.2 psf nd Loading @ Roof Wall Lines 1-3 (at ridge) Mean Roof Height = 20.0 feet Uplift Pressure = 6.8 psf Tributary Area 9.00 feet @ 5.00 feet @ 0.00 feet @ 0.00 feet @ Tributary Area 6.00 feet @ 5.00 feet @ 11.00 feet @ 0.00 feet @ 0.00 feet @ Normal Pressure 7.1 psf = 4.5 psf = 2.7 psf = 6.2 Dsf = Normal Pressure 7.1 psf = 7.7 psf = 4.8 psf = 2.9 psf = 6.8 Dsf = Resultant Horizontal Force Force 64 lbs. (IWW) @ 0 to 15' 22 lbs. (OLW) @ 0 to 15' 0 lbs. (IWR) @ 0 to 15' 0 lbs. (OLR) @ 0 to 15' = 87 pif - horiz. (OLW) Resultant Horizontal Force 43 lbs. (IWW) @ 0 to 15' 39 lbs. (IWW) @ 15 to 20' 53 lbs. (OLW) @ 15 to 20' 0 lbs. (IWR) @ 15 to 20' 0 lbs. (OLR) @ 15 to 20' =I 13S nlf - horiz_ 06/16/99 - Lateral Analysis - Green Acres - R.C.E. Job 99-044 UBC Seismic Loads - Static Force Procedure V= (Z•I•C/Rw)•W where; Z = 0.3 Zone 3 1 = 1.00 Importance Factor p=1 0.103 •W C= 2.75 maximum RW = 8.0 Plywood Shear Walls W = Building Weight Seismic Roof Loading Tributary Weights = 15.00 feet of Roof @ 21.02 psf @ Lines D - A 10.00 feet of Ext. Wall @ 10.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 43 If - horiz. Seismic Roof Loading Tributary Weights = 44.00 feet of Roof @ 21.02 psf @ Lines A - B 5.00 feet of Ext. Wall (T-1-1 1) @ 10.00 psf 14.00 feet of Ext. Wall (Plaster) @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 125 If - horiz. Seismic Roof Loading Tributary Weights = 34.00 feet of Roof @ 21.02 psf @ Lines B - C 5.00 feet of Ext. Wall (T-1-1 1) @ 10.00 psf 14.00 feet of Ext. Wall (Plaster) @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 103 pif - horiz. Seismic Roof Loading Tributary Weights = 40.00 feet of Roof @ 21.02 psf @ Lines 1 2 5.00 feet of Ext. Wall (T-1-1 1) @ 10.00 psf 14.00 feet of Ext. Wall (Plaster) @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 116 pif - horiz. Seismic Roof Loading Tributary Weights = 62.00 feet of Roof @ 21.02 psf @ Lines 2 - 3 10.00 feet of Ext. Wall (T-1-1 1) @ 10.00 psf 12.00 feet of Ext. Wall (Plaster) @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V = 171 If -horiz. 06/16/99 - Lateral Analysis - Green Acres - R.C.E. job 99-044 R:� L3 Lateral Load Summary Roof Level Loadings Wall Line ID Tributary Length ft. Unit Loads Seismic Wind p.l.f. p.l.f. Wall Loads Seismic Wind kis (kips) Controlling Load Case 1 7.00 116 1 1 1 0.815 0.774 Seismic Controls 2 -West Side 5.00 116 1 1 1 0.582 0.553 Seismic Controls 2 -East Side 15.00 171 1 1 1 2.564 1.658 Seismic Controls 3 17.00 171 1 1 1 2.906 1.879 Seismic Controls D 6.00 43 85 0.257 0.509 Wind Controls A -South Side 4.00 43 85 0.171 0.339 Wind Controls A -North Side 18.00 125 188 2.252 3.378 Wind Controls B -South Side 18.00 125 188 2.252 3.378 Wind Controls B -North Side 11.00 103 188 1.138 2.065 Wind Controls C 13.00 103 188 1.344 2.440 Wind Controls 06/16/99 - Lateral Analysis - Green Acres - R.C.E. Job 99-044 SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY Wall ine ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) Wallrag Stresses (pin Length (feet) Horizontal Diaphragm Lengths 81 Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (pin (feet) (pin North Side South Side West Side East Side D@ Roof Level D@ Foundation I@ Roof Level 1 @ Foundation 0.81 0.77 36 23 n/a 40 20 0.500 0.818 48 inches o.c. A@ Roof Level A@ Foundation 2@ Roof Level 2@ Foundation 3.15 2.21 22 143 n/a 40 15 62 41 0.500 0.818 48 inches o.c. 1 3@ Roof Level 3@ Foundation 2.91 1.88 26 112 n/a 62 47 0.500 0.818 48 inches o.c. C@ Roof Level C@ Foundation Wall Line ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) WallDrag Stresses (pin Length (feet) Horizontal Diaphragm Lengths 9 Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (pin (feet)(plf) North Side South Side D@ Roof Level D@ Foundation 0.26 0.51 10 51 n/a 15 34 0.500 0.818 48 inches o.c. A@ Roof Level A@ Foundation 2.42 3.72 39.5 94 n/a 44 77 15 23 0.500 0.818 48 inches o.c. B@ Roof Level B@ Foundation 3.39 5.44 9.5 573 n/a 34 61 44 77 0.500 0.818 16 inches o.c. C@ Roof Level C@ Foundation 1.34 I 1 2.44 30 81 n/a 34 72 0.500 0.818 48 inches o.c. �U I 06/16/99 - Lateral Analysis - Green Acres - R.C.E. job 99-044 Lateral Loads: Seismic (kips) Wind (kips) Souih Side 2.25 3.38 North Side 1.14 2.06 Diaphram Length Start ft End ft South Side 0.00 43.50 North Side 9.50 43.50 North Side 0.00 0.00 Drag Force Seismic (kips) Wind (kips) @ 0.00 ft 0.00 0.00 @ 0.00 ft 0.00 0.00 Max Drag Force (kips) Seismic (kips) Wind (kips) @ 2.00 ft 2.73 4.43 0.5 0 n -0.5 Y_ ar -1 v LL -1.5 m 2 A 0 -2.5 -3 0 P-� L.S 0.0 10.0 20.0 ]0.0 b.0 Seismic Drag Forces 10 20 30 40 50 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 50 Distance along wall line (ft) Drag Force Summary Opening Unit Wall South Side North Side Net Applied Drag Force @ Wall Between Stress Diaphram Stress Diaphram Stress Stress end of segment Length Walls Seismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind feet feet I I I I I I I I I I 2.00 52 78 52 78 0.10 0.16 7.50 357 573 52 78 -305 -495 -2.18 -3.56 2.00 357 573 52 78 33 61 -272 -435 -2.73 -4.43 32.00 52 78 33 61 85 138 0.00 0.00 0.0 10.0 20.0 ]0.0 b.0 Seismic Drag Forces 10 20 30 40 50 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 50 Distance along wall line (ft) 06/16/99 - Lateral Analysis - Green Acres - R.C.E. Job 99-044 ?c� LL. Chord 8i Drag Force Summary (worst cases) Chord Data Unit Load (w) Seismic Wind pl plo Max Chord Force (T) = w•L2 (Kips 8•D # Nails Required At Each Chord Chord Chord Line Length (L) (ft) Depth (D) ft —Boundary House Roof Diaphragm Chord Forces B&C 2&3 30 22 1 171 1 1 1 1 1 0.87 8 Sinker House Drag Forces Wall Line 2 @ Roof 4.43 36 Sinker Nail Size = Nail Shear Capacity = Max Number Required 16d Sinker Nails 125 pounds 8 Sinker Nails 06/16/99 - Lateral Analysis - Green Acres - R.C.E. Job 99-044 Wall ineateraLoad a a -Applied OTM-Forces pp ie orces Resisting esistrve et Uplift Comments ID * Load Type Height Length I Uniform Point OTM Uniform Point OTM I Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (klf) (kips) I (foot -kips) I (klf) (kips) (foot -kips) (kips) Simpson Products ere s are checked at both ends of a shear wall, the following convention is employed: At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end is referenced first. 1 0.81 Seismic 10.00 36.00 8.15 0.314 172.90 No Net Uplift! No Holdown Required! 1 st Level 0.77 Wind 10.00 36.00 0.106 76.58 0.314 135.61 No Net Uplift! No Holdown Required! 2 3.15 Seismic 14.00 22.00 44.04 0.325 66.87 No Net Uplift! No Holdown Required! 1st Level 2.21 Wind 14.00 22.00 0.106 56.67 0.325 52.45 0.192 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 3 2.91 Seismic 10.00 12.00 13.41 0.314 19.21 No Net Uplift! No Holdown Required! 1st Level 10.00 9.00 10.06 0.314 10.81 No Net Uplift! No Holdown Required! 10.00 5.00 5.59 0.314 3.34 0.450 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 1.88 Wind 10.00 12.00 8.67 0.314 15.07 No Net Uplift! No Holdown Required! 10.00 9.00 6.51 0.314 8.48 No Net Uplift! No Holdown Required! 10.00 5.00 0.106 4.94 0.314 2.62 0.465 PHD2 w/ DBL 2x POST at SSTB 16 A.B. D 0.26 Seismic 10.00 10.50 2.57 0.028 1.31 0.120 PHD2 w/ DBL 2x POST u SSTB 16 A.B. 1st Level 0.51 Wind 10.00 10.50 5.09 0.028 1.03 0.387 PHD2 w/ DBL 2x POST u SSTB 16 A.B. A 2.42 Seismic 10.00 39.50 24.23 0.028 18.57 0.143 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 1 st Level 3.72 Wind 10.00 39.50 37.18 0.028 14.56 0.573 PHD2 w/ DBL 2x POST u SSTB 16 A.B. B 3.39 Seismic 12.00 9.50 40.67 0.034 1.29 4.145 PHDS w/ DBL 2x POST 8z SSTB28 A.B. 1st Level 5.44 Wind 12.00 9.50 65.32 0.034 1.01 6.769 HDBA w/ 6x POST 8E SSTB38 A.B. C 1.34 Seismic 10.00 30.00 13.44 0.028 10.71 0.091 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 1st Level 2.44 Wind 10.00 30.00 24.40 0.028 8.40 0.533 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B1 WoodWorks® Sizer 97d May 12, 1999 15:24:56 COMPANY I PROJECT R. C. E. I Green Acres Apartments 336 Broadway #7, Chico, CA 95928 1 20 Green Acres Ct. (530) 894-8801, fax (530) 894-8805 1 Chico, CA 95926 email: cj@r-c-e.com I R. C. E. 99-044 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Glulam-Simple lateral support: Top= Full Bottom= @Supports total length: 18.50 (ft) Load Combinations: ICBG -UBC ----------------------------- - INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 396 No 2 Constr. Full UDL 352 No MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 18.5 ft I" ---------- ------------------- Dead I 3849 3849 Live I 3256 3256 Total I 7105 7105 B.Length I 2.1 2.1 ########################################################################### DESIGN SECTION: VG West.DF, 24F -V4, 5.125x16.5 @20.085 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) ---------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I----------------I------------------I Shear fv @d = 107 Fv' = 237 fv/Fv' = 0.45 Bending(+) fb = 1696 Fb' = 2943 fb/Fb' = 0.58 Live Defl'n 0.27 = L/826 0.62 = L/360 0.44 Total Defl'n 0.74 = L/297 0.92 = L/240 0.81 ---------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ----------------------------------------- - Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 0.981 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 ADDITIONAL DATA ------------- - Bending(+): LC# 2 = D+C, M = 32860 lbs -ft Shear : LC# 2 = D+C, V = 7105, V@d = 6049 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). P� f�>'Z WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN F-1 I B2 WoodWorks® Sizer 97d May 12, 1999 15:25:04 COMPANY I PROJECT R. C. E. I Green Acres Apartments 336 Broadway #7, Chico, CA 95928 1 20 Green Acres Ct. (530) 894-8801, fax (530) 894-8805 1 Chico, CA 95926 email: cj@r-c-e.com I R. C. E. 99-044 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= @Supports total length: 12.50 (ft] Load Combinations: ICBO-UBC ------------------------------------------ INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ---------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 306 No 2 Constr. Full UDL 272 No MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 12.5 ft I^ ---------- ------------------- Dead 1 2006 2006 Live 1 1700 1700 Total 1 3706 3706 B.Length 1 1.1 1.1 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x12 @15.023 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) ---------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 74 Fv' = 106 fv/Fv' = 0.70 Bending(+) fb = 1147 Fb' = 1687 fb/Fb' = 0.68 Live Defl'n 0.13 = <L/999 0.42 = L/360 0.32 Total Defl'n 0.37 = L/404 0.63 = L/240 0.59 -------------------------------------------------------------- FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# ------------------------------------------------- Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA -------------------- Bending(+): LC# 2 = D+C, M = 11582 lbs -ft Shear : LC# 2 = D+C, V = 3706, V@d = 3138 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Foot2000 ver. 1.0, Copyright 1999 - Spyder Software Company into R. C. E. Project: 336 Broadway; Suite 7 Location: Chico, CA, 95928 Phone: (530) 894-8801 Client: Fax: (530) 894-8805 Job No.: E-mail: cj@r-c-e.com Footing Id At Beam "B1". FOUNDATION PARAMETERS 5/12/99 3:35:45 PM Project Info project F1 Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.00 in. Steel Ultimate Strength, Fy........................................ 40.00 ksi Column Size ........................................................ 5.50 in. by 5.50 in. Gravity Only Soil Bearing Strength ................................. 1.00 ksf FootingWidth ...................................................... 3.00 ft. FootingLength ..................................................... 3.00 ft. FootingDepth ...................................................... 18.00 in. Punching Shear Stress .............................................. 7.11 psi. BeamShear Stress .................................................. 44 psi. Longitudinal Bottom Reinforcement Required for Strength............ .07 sq. in. (144) Longitudinal Bottom Temperature and Shrinkage Steel ................ 1.06 sq. in. (6-#4) Transverse Bottom Reinforcement Required for Strength .............. .07 sq. in. (1-#4) Transverse Bottom Temperature and Shrinkage Steel .................. 1.03 sq. in. (644) Gravity Only Soil Bearing .......................................... .88 ksf LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.41) + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) Mz, (ft -kips) Dead Load 3.90 0.00 0.00 Live Load 3.30 0.00 0.00 Z �i Cover i Foot2000 ver. 1.0, Copyright 1999 - Spyder Software Comoanv Info Project: Location: R. C. E. 336 Broadway; Suite 7 Chico, CA, 95928 Phone: (530) 894-8801 Fax: (530) 894-8805 E-mail: cj@r-c-e.com At Beam "B2". FOUNDATION FOUNDATION PARAMETERS 5/12/99 3:36:00 PM Project Info project Client: Job No.: Footing Id: F2 Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength ................................. FootingWidth ...................................................... FootingLength ..................................................... Footing Depth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel ................ Transverse Bottom Reinforcement Required for Strength .............. Transverse Bottom Temperature and Shrinkage Steel .................. Gravity Only Soil Bearing .......................................... LOADING PARAMETERS !Q� F 2 - 2.00 ksi HardRock 3.00 in. 40.00 ksi 5.50 in. by 5.50 in. 1.00 ksf 2.50 ft. 2.50 ft. 12.00 in. 10.26 psi. 2.86 psi. .00 sq. in. .53 sq. in. (344) .00 sq. in. .50 sq. in. (344) .65 ksf ACI LOAD CASES CONSIDERED: 1.4D + 1.71, UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.10 0.00 0.00 Live Load 1.70 0.00 0.00 KI 7i e ��� Cover COMMERCAPPLAN CHECKING GUIP1994) U. B. C. OWNER: ]e()Pje,-ff_ �W; S BUILDING PERMIT NUMBER: PLAN CHECKER: A.P. NUMBER: A. GENERAL: Zoning requirements, Planning approval. Valuation. 3. Plans signed by an engineer or architect. ,4! Proper description or work on application. Existing violations on property. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). Improvements or drainage, Land Development approval. B. PLOT PLAN.• 1. Complete parcel size and dimensions. 2. Setbacks, sidevards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc:' 7. F.A.U. & F.A.S. road set back. 8. Building or utilities across lot lines (Lot Merger). C 0CCUPANCYREQUIREMENTS. Building use: Occupancy Group: p v Type of Construction: V9 Building floor area: • Z S OccupantLoad: Basic allowable floor area: sq. ft. Total allowable floor area: Basis for increase: 1. Compliance with specific occupancy requirement. More 2. Occupancy separations (Section 302). —r 3. Area separations (Section 504.6). �4 Firewalls due to location on property (Section 503). Maximum height requirements (Section 506). ,6"- Draft stops (Section 1505). ,7! Ventilation and special hazards requirements (Section 3). ,8! Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). 10! Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). /- Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. Smoke detection system. C.D.F. or State Fire Marshal plan review. Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). /77 Physical Disability Requirements (Title 24). iG� li'.�2 &A'C' 4(-� Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS: -- I Roof covering requirements (Section 1503). Parapet walls (Section 709.4). 3. Toilet room floors and walls (Section 807). 4. Guardrails (Section 509). June 1997 3.4 QDetailed tyMonstruction requirements. 40 VN ti Proper roof pitch for roof covering (Section 1507 & 1508). Attic access and ventilation (Section 1505). 'f�'��'► 7 Roof drainage (Section 1506). Ve� Skylights Section (2409 & 2603). Stages and platforms (Section 405). Interior wall and ceiling finish (Section 80 1). 12. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 13. Wall and ceiling covering installation (Section 2500). 14. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 15. Foam Plastic (Section 1715). E.IRS, EXITS AND OCCUPANT LOADS: General Exit Requirements (Section 1001.4 & 1006.3). Q , 2. Number of exits, width and locations (Section 1003). Y r0l]del r - � Doors (Section 1004).FIA flu,Corridors and exterior exit balconies (Section 1005). U / -, Stairways, rise and run, width, winders, and construction (Section 1006). �V147 o ,/ Horizontal exit (Section 1008). i olAeo C'g Q aACV "! CM /i. Exit and smoke proof enclosures (Section 1009). �► U Exit signs and illuminations (Section 1013). rt (: ; ��nG✓ aisles and seating (Section 1014 & 1015). �? /, �^-Cn Exits for occupancy groups (Sections 1016 - 1019). 1 Floor level exit signs (Title 24 & Section 1013). F. MISCELLANEO US REQUIREMENTS: 1. Masonry chimney (Section 3102). 2. Veneer (Section 1403). 3. Special Inspection per U.B.C. Section 1701). 5 a. High Strength Bolting. b. Field Welding. C. Masonry (full stress). d. Concrete (f'c>2500psi). 4. Special Certifications - Mill Certificates. 5. Expansive soil - Special design. 6. Cut/Fill slopes, compaction tests, grading. 7. Noise requirements (Planning, Appendix Section 1208). 8. Weld electrode, welder certificate. QENGINEERING REQUIREMENTS: I . Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: I. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 Permit Applicant Permit Number: Assessor Parcel Number: Date: The above referenced bulla ng . plans were reviewed by this q f Oce. Provide additional information and/or make revisions to plh� ; spec ficadons cadd calcwlatlons ass folkws: If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. PRCJCT PROCESSING RIF -CORD APPLICANT: OWNER: PERMIT #: A. P. WORK DESCRIPTION: DATE DESCRIPTION OF STEP r COMMERCITL PLAN CHECKING GUI (1994) U.B.C. OWNER: BU[LDING PERMIT NUMBER: q9 `10 7 PLAN CHECKER: �� A.P. NUMBER: (�a� A. to G f/a GENERAL: I. Zoning requirements, Planning approval. 2. Valuation. 3. Plans signed by an engineer or architect. 4. Proper description or work on application. 5. Existing violations on property. 6. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). 7. Improvements or drainage, Land Development approval. PLOT PLAN. L Complete parcel size and dimensions. 2. Setbacks, sidevards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc.- 7. tc:7. F.A.U. & F.A.S. road set back. 8. Building or utilities across lot lines (Lot Merger). OCCUPANCY REQUIREMENTS. Building use: 6'1vzQq'C 7 L / - Occupancy Group: Building floor area: Basic allowable floor area: Basis for increase: Type of Construction: OccupantLoad: sq. ft. Total allowable floor area: I . Compliance with specific occupancy requirement. 2. Occupancy separations (Section 302). 3. Area separations (Section 504.6). 4. Firewalls due to location on property (Section 503). 5. Maximum height requirements (Section 506). 6. Draft stops (Section 1505). 7. Ventilation and special hazards requirements (Section 3). 8. Automatic fire sprinkler system (Section 904). 9. Fire alarm systems (Section 310.10). 10. Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). 11. Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. 12. Smoke detection system. 13. C.D.F. or State Fire Marshal plan review. 14. Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). 15. Physical Disability Requirements (Title 24). 16. Wholesale Food Manufacturing (Plans to state DHS/FDB). TYPE OF CONSTRUCTION REQUIREMENTS: ' l . Roof covering requirements (Section 1503). 2. Parapet walls (Section 709.4). 3. Toilet room floors and walls (Section 807). 4. Guardrails (Section 509). June 1997 3.4 E. F. G. H. A 5. Detailed type#onstruction requirements. ' 6. Proper roof pitch for roof covering (Section 1507 & 1508). 7. Attic access and ventilation (Section 1505). 8. Roof drainage (Section 1506). 9. Skylights Section (2409 & 2603). t0. Stages and platforms (Section 405). 11. Interior wall and ceiling finish (Section 801). 12. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 13. Wall and ceiling covering installation (Section 2500). 14. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 15. Foam Plastic (Section 1715). STAIRS, EXITS AND OCCUPANT LOADS: 1. General Exit Requirements (Section 1001.4 & 1006.3). 2. Number of exits, width and locations (Section 1003). 3. Doors (Section 1004). 4. Corridors and exterior exit balconies (Section 1005). 5. Stairways, rise and run, width, winders, and construction (Section 1006). 6. Horizontal exit (Section 1008). 7. Exit and smoke proof enclosures (Section 1009). 8. Exit signs and illuminations (Section 1013). -9:-aisles and seating (Section 1014 & 1015). 10. Exits for occupancy groups (Sections 1016 - 1019). 11. Floor level exit signs (Title 24 & Section 1013). MISCELLANEO US REQUIREMENTS: 1. Masonry chimney (Section 3102). 2. Veneer (Section 1403). 3. Special Inspection per U.B.C. Section 1701). a. High Strength Bolting. b. Field Welding. C. Masonry (full stress). d. Concrete (f'c>2500psi). 4. Special Certifications - Mill Certificates. 5. Expansive soil - Special design. 6. Cut/Fill slopes, compaction tests, grading. 7. Noise requirements (Planning, Appendix Section 1208). 8. Weld electrode, welder certificate. ENGINEERING REQUIREMENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. OTHER: L For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers. June 1997 3.5 PRACT PROCESSING RJWORD APPLICANT: OWNER: PERMITT #: A. P. #: WORK DESCRIPTION: P- DES CRIPTION OF STEP I 4 Q COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT, SERVICES - BUILDING DIVISION 7 couniy'i✓enter Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) 1•, APPLICATION AND PERMIT W_ /ems ASSESgAPYCEL 'm R^ta '�1�7-�40 ZONING, BUILDINGPERMIT OWNER LE -01; FVFRFrr TELEPHONE A41-5721 - SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME ROBERT HILL AND-11.3,qW.TATES TELEPHONE - - CONTRACTORS MAIUNG ADDRESS t 100 FAST SHAM, MTM M 95QTA CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS otal Valuation $ j ARCHITECT OR ENGINEER LICENSE NO. .. 03 Filing Fee $ 20.00 —Permit Fee $• ,)349.50 ARCHITECT OR ENGINEERS MAILING ADDRESS C ROBERTS \ y. Plan Checki Fee $ 227-.18 BUILDINGADDRESS 30 GREEN ACR, n Energy P Checking Fee $ $ / �. PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP /L PLUMBING PERMIT Fling Fee 20.00 ach Trap 1 7.00 y J v USEOF$TRUCTURE SF ❑ Duplex ❑ Mobilehome. ❑ Other a. SPECIFY S Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK \_J 11 V New 70 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtG ❑ v Describe Work: REIUCE BURNS STG� Gas piping stem 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .0.OR LESS 23.00 LICENSED CONTRACTOR'S4DECLARATIONI I hereby affirm under penalty of perjur�i,that\l am,licensed under pP�ovision''Nof Chapter 9 (commencing with Section 7000) of Divisi6ri3O of the Business dnd Professt ns Code, and my license is in full force and effect. License Class Q -G S LicfNo. 7 OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors Licen 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 contractorsMisc. to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 2ooA TO lOaoA 46.00 NEW CONST. DWELLING OCCUP. OR ( So 3.5¢FT: NEW cod MT.LIAcco� NON-RESID. D @7.50 1. POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU ourlET OR FaTUREs 20 SAL ®I .50 Ex. Occup. DUTLEEDTS _t=OR, 5.00 Temporary Service 23.00 �(Vlobile Home Facilities 20.00 Wiring 23.00 • PERMIT FEE $ I ' = �- CATM 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' 3700 of the Labor Code, for the compensation, as provided for by this performance of the work for which this permit is issued. 5Y I 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 014144;1. (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �. G �,n�t 1 ,`' 1L�l Date </zd/ I _ Signature of Applicant - ❑ Owndr ❑ 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 FEt S, Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE n( TOTAL FEE $ 646.6' Y ' ��. ; D FEES ) IMP FLOOD �\ CDFF PAR HD UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) • COt1WrY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. M APPLICATION AND PERMIT -it r� ASS E S L%P;r C32.J �W ZGNINGR-3 BUILDING PERMIT OWNER imsr TELEPHONE SO. FT. OCC. BUILDING VALUATION VIST20 OWNERS MAILING ADDRESS GREEN , CONTRACTOR'S NAME ROBERT HILL ISS10ICTAM TELEPHONE 891-428111 CONTRACTORS MAILING ADDRESS .. , CA 95973 CONSTRUCTION LENDER c Fireplace p" LENDER'S MAILING ADDRESS ,,Total Valuation ` $ ARCHITECT OR ENGINEER LICENSE NO. 1 (1138692 2( ARCHITECT OR ENGINEERS MAILING ADDRESS ROBROBEM Filing Fee 4' $ 20.00 ?. ,Permit Fee $ 349.50 Plan Checkin Fee $ 227.18 BUILDING AD30 DGREEN ACRESO RESS w1 Energy P n Checking Fee $ $ y A PERMIT FEE $ 596.68 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 , ach Trap 1 7.00 USE OFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK y ~New •® Addition ❑ Remodel ❑ Utilities ❑ Installetjon ❑ Other ❑ Describe Work: REPLACE BURIED STG 'BLDG Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 0LESS Main Service 00".AV OR OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION \ I hereby affirm under penalty of perjury that I am licensed under provision's of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professlgns Code, and my license is in full force and effect. 1, 11POWFA r r �, {`� License Class ;-i( Lic. No. S 1241 I .! , OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors LicenS� Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation,�Aobile will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this` reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLJNG OCCUP. ORw SO 3.5¢FT: corgi . MLI Co NON-RESID.alET @7.50 APPARATUS b SINGLE OUTLET CIR. Ex. Occup. OUTLET SAL ® 1:00 FlXED APPLNS. . EOR Ex. Occu . ourLETs RESIDA 5.00 Temporary Service 23.00 Home Facilities 20.00 M)SC. widmcl —T 23.00 • PERMIT FEE $ 50•I 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. l� I 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 i ;; _ ?: (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the, workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _' '�� Date `�=x i Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation �r PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 646-W HAz.". D FEES IMP" I FLOOD I COF PARCEL HD SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I 71 f" *COUNTY�465F BUTTE - DEPARTMENT OF DEVELOPMENT,aSERVICES - BUILDING,DIVISION 4— _49- 7 County Center Drive • Oroville, California 95965 F• Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESQ)P(2Q -�O4v ZONIN �-3 BUILDINGPERMIT sq OWNER TELEPHONE OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS {•• 20 GRFAN F. { CONTRACTOR'S NAME TELEPHONE -4 28) •`� ll 17 /F -7 V CONTRACTORS MAILING ADDRESS yl 199 PAST SHASTA, CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS otal Valuation Z $ S ARCHITECT OR ENGINE LICENSE NO. Q tFi in Fee $ 20.00 rmit Fee $ 50 ARCHITECT OR ENGINEERS . UNG ADDRESS +' �q Plan Checki Fee T $/�',0. BUILDING ADDRESS -- Energy P n Checking Fee $ $ 2. ` PERMIT FEE $ LOT NO. SUBDNIS IONS NAME P"� v` PLUMBING PERMIT Filing Fee 20.00 ach Trap 7.00 USEO TRUCTURE SF ❑ Duplex ❑ Mobilehome.❑ Other S SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 „ Each gas water heater or vent 15.00 TYPE OF Wo New l] Addition ❑', Remodel ❑ Utilities ❑ Instal ❑ ❑ Describe Work: ` t REPLACE BURNED ~STG Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ - ELECTRICAL PERMIT Filing Fee 20.00 000V OR LESS Main Service .A 0... a /' •. 23.00 ;.GO 1 LICENSED CONT ACTORS ECLARATIO I hereby affirm under penalty of perjtu ha am lice sed under rovision of Chapter hiness nd Profess ns Code, and nay license is in full force and effect. 9 (commencing with Section 7000) ofi is' �i� License Class 1;-C,5 Lic o, OWNER -BUIL Ef?i DECLARATI {V I hereby affirm under penalty of perjury at I am exempt om the Contractors Ucen Law for the following reason: ❑ I, as owner of the property, or my em loyees with w es as their sole compensation, will do the work, and the structure is not intend d or offered for sale. ❑ I, as owner of the property, am exclusively co racting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Bus ness and Professions Code for this reason / Main Service WCA TO 1004 A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. stns. so 3.5Q�: NEW CONST. MULTI.OUTLET NON RESID. @7.50 .00 POWERAPPARATUS 8 SINGLE OUTLET CTR.. . �(, OCCU OUTLET OR FDCTUREs BAL O 1.00 w FILED APPINS. OR Ex. Occup. ourLErs REslo. EA S.00 Temporary Service 23.00 \tAobile Home Facilities 20.00 Wiring 23.00 POOL, FIECTR PERMIT FEE WORKERS' COMPENSATI 'N DECLARATION 1 hereby affirm under penalty of perjury one �the�following declarations: ❑ I have and will maintain a certificat 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)his permit is issued. , V I have and will maintain workers' cggmpensation insurance, as required by Section 3700 of the Labor Code, for the pefformance of,work for which this permit is issued. My workers' compensation insyrance carrier and policy number are: Carrier �s, INO, / ^--' PolicysNumber 0344431_ (The above sections nit be completed if the permit is for work of a valuation of one hundred dollars ($),Do) or less.) ❑ 1 certify that in the perfor�niance of the work for which this permit is issued, I shall not employ any persorl In any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date o�7y _ Signature of Applicant - ❑ Owndr ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECH ICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 _ Ventilation PERMIT FES Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE V TOT L.FEE $ S15• AZ. D. FE IMP FLOOD x CDF _ PARC VI HD SUE This permit is hereby issued under oflthe Butte County Code and/or indicated above for which fees have i By PERMIT EXPIRES ON ' the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. "x6'16 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT 2, At G f arR ryl COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541W-0E7� Np• (Rev. 12/96) APPLICATION AND PERMIT �-,I ASSESSOR PARCEL NUMBER 042-320-048 � ZONING R3 BUILDING PERMIT .� OWNER LEWIS, EVERETT 'X �� SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 2165 NORD AVE., CHICO 95925 (891-5221) CONTRACTOR'S NAME RON BUNCH TELEPHONE 891-1104 CONTRACTOR'S MAILING ADDRESW9 LAGUNA COURT, CHICO 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 20 GREEN ACRE CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 10 Other FIRE DAMAGE/ TEMP. POWER SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE DAMAGE / TEMP. POWER FOR CLEAN UP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2p0q OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class ' p Lic. No. 3 %�r313 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. So 3.5¢FT. NOM -RES 0T MULTI.OUTCET 97.50 0WER APPARATUS d SINGLE OUTLET CIR. Ex. OCCUP. OUTLET OR FIxTURES 20 @ 1.00 BAL.@ .so FIXED Ex. Occup. OUTLETSPRES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE s 43.00 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 rformance of the work for which this permit is issued. I 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' cornlensation insurance carrier and policy number are: Carrier /6ti.-� MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number QSotS ^ S9 z/.J 2ec/7AS (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit ith ose provisions. _ X __Date�� �� Signature of Applicant - ❑ Owner__ontr_acto_r ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By i g&���ateof PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. \ Date Receipt No. 1P5 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT - 0)" - uz�1 -- OWNER: 1UQ11Q DATE: LOCATION: .01 V A.P.#: 3010= 0q8 CONTRACTOR: &5r) ZONING: DATE TO INSPECTOR: Y-1 PERMIT HISTORY: [ ]NONE [ ]AS FOLLOWS: TYPE OF OCCUPANCY: L BUII.DING INSPECTOR'S REPORT ig D cription: [ 4ommercial/Usage: 5 �x o [ ] Residential/# of Units: Xpbi1&Home: Yes[ ] No[ ] [ ] Currently Occupied. AbandonedNacant. ] Yes [ ] No lectric is currently :[ ] On Off Condition of electrical? . Natural[ ] Propane[ ] None[] Obvious problems: itation: Plumbing working Yes[ ] No[o Well: Yes[ ] No[ ] Obvious Sewage Problems: escription of Damaged Area: Currently On[ ] Off[ ] Potable water: Yes[ ] No[ ] I n Q vim Ada b'oI v r v �/ � • � Estimate valuation of Damaged Area: Inspector: _ Date: A, A? 2.3 f -4y COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ((PP ASSESSOR PARCEL NUMB 3 a0 a - -O ZONIN i2-3 BUILDING PERMIT OWNER TELEPHONE S% + /~ SZ21 SO. FT. OCC. BUILDING VALUATION OWNER'S MAI OR!� FJ\ CONTRACT NAME cmn TELEPHONE gq�-I10 CONTRACTORSMAI NG ADDRESS cis CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 610 - U Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUMVISION'SHAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X Other svECIFv 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 ❑Re Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. TO Main Service TO tOooA 46.00so NEW CONST. DWEL ELLUOCi DOC SO OR AODNS. ( 6 ACC. BLOS. 3.50Fr. REOSINEW U T. MULTI -OUTLET x@7.50 POWER APPARATUS 6 SWGLE OUTLET CIR. Ex. Occup. ouTLFTORFxTuREs BAS I:w Ex. Occup. our1EETS REST..) A 5.00 Temporary Service 23.00 Q Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 9 .00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL i Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEE $ 3 VThispermit D. FEES IMP FLOOD COF PARCEL Fo HD ssUE is hereby issued under the applicable oeutte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ro ReceiptNo. WHITE•O.D.S.•B.D. CANARY -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 PERMIT APPLICATION DATA SHEET OWNER: P n re a ASSESSOR PARCEL NUMBER: C)y2 -- 3Z6- O T Proposedumlding Use: Building Inspector: Date: C,/ - / �„ • 9 �% At time of permit application, I w4advised the following data must be submitted prior to permit processing and/or issuance: ------------------------------------ Date Received By .All items have been submitted .------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El8. Hazardous Material Form. ---------------- -------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- 1:115. ------------------------------------------ ❑15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). _ ❑24. Letter of signature authorization. -------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------- 026. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------- 43 3 A, ❑Grant Deed, 0 M.H. Title, ❑ Ch�k to H.C.D $ 30. Other: CLR+ JJ A' 1_ A Q"bjS When you issue the permit, Rocess as follows 0 Mail to owner, Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector (Date) pplicant-ell Date: l(o'lZ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Amr Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 0 Plin, Cabinet, 0 A.P. folder. Note transfer by: Date: OWNER: 9-V' -e-2y1 AC,(--P—S DATE: LOCATION:,(-) CL - L c o AP.#: 9 4;?- CONTRACTOR: ZONING: R3 DATE TO INSPECTOR PERMrr HISTORY: [ ]NONE [ FOLLOWS: $' 7� �'� __f, � �, � �rS—1 �D� �d---�,e►� .gyp �.�i—�7 � � TYPE OF OCCUPANCY. BUILDING INSPECTOR'S REPORT ig Description: [ ] Commercial/Usage: [ ] Residential/# of Units: [ ] Currently Occupied. [ ] Abandoned/Vacant. [ ] Yes [ ] No Electric is currently : [ ] On [ ] Off Mobile Home: Yes[ ] No[ ] Condition of electrical? Gas: Natural( ] Propane[ ] None[ ] Currently On[ ] 04[ ] Obvious problems: sanitation: Plumbing working Yes[ ] No[ J Well: Yes[ ] No[ ] Potable water: Yes[ J No[ ] _ - 5-18 -9% Obvious Sewage Problems: rcf o r4 )escription of Damaged Area: e,N� 0T ro U i 0-c= . ICV 6.,5Cll Estimate valuation of Damaged Area: nspector: r Date: N COUNTY FIRE INCIDENT LO DATE 4/46/99 -INCIDENT NUMBER 3175 REPORT TIME LOCAL FIRE NUMBER 10230 'STATE TIRE -NUMBER I CASE NUMBER 0 LOCATION 120 9REVN ACRE CT. RP M MWBER 3436463 - COUNTY NOTIF"TIONS ❑ OES W EMD ❑ i LOGGED 3YfiiM RO CONE STATION # MEDICS: _ OFFICER D2101, B2 vm M21 AGENCYID BUT ..................... STATE WILDLAND FIRES ❑ STATE ACRES 0 LOCAL WILDLAND FIRES ❑ LOCAL ACRES STATE STRUCTj1RE FIRES LOCAL STRUCTURE FIRES OTHER (OUTBUILDIN STATE OTHER FIRE LOCAL OTHER FIRES STATE ME91CAL AIDS LOCAL MEDICAL AIDS STATE PSA/OTHER LOCAL PSA/OTHER: STATE HAZWAT t0CAt-HA2:'k _ INCIDENT NAME START TJAAE: CAUSE] LAND USE �- ACRES: O TYPE OF ACRES: DOLLAR DAMAGE 1700001 LOCAL TYPE $ DAMAGE: SAVE DIAMOND #: INJURIF.,STATALITLES . ❑ # CNILIAN INJrES: �# CIVILIAN FATALITIES: FF INJURIES: FF FATALITIES FC -40 ❑ DATE OFFr40414C . -SEN • I STAT � AGENCY INC #: INC P#D LOG . ❑ . =TIAL.S COMMENTS: FIRE IN A POOL CLUBHOUSE. ."P�R .. --T-4-04w LONGFELLOW LUMBER CO. INC. oQ ualitY Truss Desi gn E( ■ Roof & Floor Systems JUL - L! a Al 6 RIf 41, i AS: 'GyJ9 89 Loren Avenue,'L4lQi?�FAEUSte��r;d�� =- Chico, CA 95928-7434 (530) 893-0112 o FAX (530) 893-0140 Customer: R6BQLt- RILL 4 HSSOG. 81l- 'rZ80 Address: ZO G XcC--J Ac.4F,!- CT Job No: L.�<',' s ✓�P ETT .0612-y ?I Gtzy off^ AP#: JUN 3 0 1999 SACRP. LINHART PESO P.--, Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle NI Sacramento, CA 958W&NO (916) 387-0116 ®SPAR 1 ^ APPROVED Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 89 Loren Avenue ME Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ` ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. IL --- ._..._.._....._ _._...... .-—_�E2.Ar��-. )q1 _-Yg �/ E✓EKETT a6/23 /�l 4 Q 3 JUTTE N1 I UING ®EPASTVt-- - APPROVED u �3 tib D✓ElL6�AAIF� e h - M )q1 _-Yg �/ E✓EKETT a6/23 /�l 4 Q 3 JUTTE N1 I UING ®EPASTVt-- - APPROVED u J03: GA131 E ErD DETAIL S I H {NGBACK (RAIL 11) LEDGEI (BRACED AT 55' LEDGER. (I1AIL 10 VERIICAL W%2-IOd IIA ILS ) 1 K) SPA( II& FDR REFER. TO SI PRIYIUC T A i 1 A35 III FI 0 CD 112 ISI) (M) 2xq F.L. OR H.F. 12 OR / BIA SIPI11IGBACK GRACE i PI ) PEAK PLATE TO MATCH CGIVQI 1RUSSES. ( SI ) SPLICE PLATE 10 HAICH CQIHOH TRUSSES (HI I ►EEL PLATE 10 MA1CI1 CDItr011 1RUSSES. (0) BPI 1011 10 WEB FLATIIJG; USE 13)-2' WIRE SIAPLES (0.072 OU./15 GA. ) 1DENAILEO TIQU CHORD U110 WEB 6 IIIRU WEB I1110 CHUP.D 011 DIE FACE FUR A ]DIAL OF E3 STAPLES. (PI). ( SI) L (HI ) NIST BE PLATED. (G) GABLE EI1D OES101 BASED (U1 75NPH MIND LOAD. EXPOSl1F.E '0' AT 0-25 F1. HEAU HE 1011. O o O o = o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1= ALPINE m3 [� p o TRUSS o E� Y.:) O o 971 L-1 \--IKINYUUALf. (M) BRACED AT 55' O.C. (C) IX4 C(DITII'AnIS LATERAL GRACING FOR GRACE (SIPIPIGBACK) MEHDEP LONGER THAN 72'. ATIACII AT MIDPOINT TY EACII BRACE W/2-Od [[111111111 HAILS. 24' MAX /GABLE END 1BITLODKER im NOTE: CIOP.OS TO BE 2X4 FIR-LARCII 82 MIN. t1DTE: THIS DETAIL MAY BE USED FOR (PUSSES WITH PITCHEO O.C. ALSO. PLATE MAX. WEB LENGTH MAX. -t 1 W/ SIPH11GBACK BRACE ( S ) STANI)AP.O 2X4• B-1-0 3x4• 13-6-0 mit ImPORTANTxKALPI1E ENGIIEERED PROOAICIs. II4:.WARNING'"'�SE9 NEOUIRE EE IRE IE ANE SILLII 1101 BE RESPOfbIBLE FON Alit WARNING"" IIAIULUO, fnfCIICN Ano DEYIAIIM FRO" INIS DESIGN ON IIESE SPECIFICATIONS. ON ANI GRACING. SEE 1110.91 Of 1P1. SEE It DES16 f AILURE 10 BUILD INE IR -SS IN CD/F01w.10E 101111 OSIOE BY IPI, fOn ADDITIONAL SPECIAL PERMANENT BAKING I ALP11E COIO[CIOnS APE ICAO[ Of 30GA QALY. SICIL ME[IINO ASIN OUIRENENIS. ULESS OIIEIUIISE IIUICAIfO. A416 6R 9 EfCEPI AS 010110. APPLY COIaECIOnS 10 EACII FACE OF CHORD SNALL BE LAIIAALLY anACEa MAIM Pn yy IHSS AND LNUESS On1EF►IISE LDCAILO ON ANIS DESIGN. POSEI)ON Lf AIIACIEO PLIMOOD SIEA111111G. OOIION CN p CO" ECIOnS PER CAAA116S 130. ISO S IEOA-P. DESIGN SIANGAROS ■ITN MOPENLY AIIACIEO MIGIU CEILING -- E COINORM M/aPfl ICAOLf PnOYISIGNI OF 103 f IPI. 411 EIAPIIEEn'S ALPIIE IECIr11CAL LAPOAIE (1/1/911 fall SEAL ON I"If WANING APPLIES 10 TIE CONPOIIfNT OEPICIEO IEnE ORMALL APPLICATION. fLAY/1611 A COPT Of 111 UI da I, Ala "'LL 1101 OE RE1110 ICON IN u1f OII[n .Af. OISILu Ill TIE 11V5f EIY[111U1nAC ID11, __U'I - Ih1SS 1'I AIi Orillulf. NNS 10'11 NAIILINI Of:1f.1i SIV CII1CAilm1 fnn Mnnn 1:11u5ilmna lroi 011TI-00KER C%(TER1A 3.5• MAX. `� T'IP. tlDfCll N,�- "Rounm� a 24' D.C. I.5' HA. 12' HIN 24' MAX 2X4 F.L. L114BER GRADES HAX. LEHGTII WITICUT BRAC HIG (11) MAX. -t 1 W/ SIPH11GBACK BRACE ( S ) STANI)AP.O 5 -II -0 II -10-0 BC OL 5.0 PSF BC LL PSF TOT. LD. 50.0' PSF If 7-9-0 15-6-0 /1 6 BETTER. 7-9-0 15-6-0 r r tIa.C43845 r EIS. 63091 �IYIL\� EoF-GNos °, TC LL 30.0 PSF TC DL 15:0 PSF BC OL 5.0 PSF BC LL PSF TOT. LD. 50.0' PSF D11T1. FAC . 1. 15 Srar.rr ALE - DATE 10/31/94. f)nw CD112 YOWZ4Z RDA. INrlRI nrrlNr, nFTAII THIS DWG PREPARED FROH COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBHITTEO BY TRUSS MFR. TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE 1RUSSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS, (A) 2X4 13 HEN -FIR OR BETTER CONTIIJUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)46d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (N) HEIGHT OF TRUSS AT SUPPORT. 1. A SING L SECTION S -S TRUSS (0) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES 0. C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SITOrIN. (P) SHEATHING APPLIED TO TOP CHORD. BRACE MAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 1U.0'I OR LESS, (BB) BLOCKING TO BOTTOM C110RD OVER SUPPORT, H.F. DIAGONALS NOT REQUIRED. 13 OR BETTER 2X SIZE 6 a APPROX. 45' OF BOTTOM WORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.20 A - 1 R CA/-/I/-/-/R/- - ED Q Q Q O O O Q O •WARNING•• TRUSSES REQUIRE IIUEMI CANE IR FABRICATION. HANDLING. SNIPPING, INSTALL IG AND TRACING. A(FIR 10 NIR•PI (HANDLING IISIAEEIIG AND BRACING(, PUBLISHED BY IPI (TRUSS PLATE INSIIIUI[. 5,] 0.010110 OR., su 111 100• MAOISO., 11 $3119). FOR SAFETY PRACTICES PRIOR 10 1(RPoRM UG 1X(S( FDIC IIO.S. U I[SS OINERY IS[ INDICATED. 10► CHORD SHALL HAVE PROPERLY ATTACHED SEROCIURAL PANELS. BOTTOM CHORD SMALL RAT( A PROPERLY ATTACHED RIGID CIELING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 0`ES�IO pQ� , Fye ti tq TC LL TC DL BC DL R E F R 4 2 1 DATE 1/12/94 OZ�TRUSS T 7� Y-� 7�, 1 F� 1 1\1 1-T O 11��1 11 \ L OD DCIS• ITC. SH All NOT BI RESPONSIBLE PoR ANT DEVIATION FIOM THIS DESIGN: ANY FAILURE 10 :.*01D IUIID IRI :C ISS IN C0110RNAIC[ YIIN 1►I: OR FABRICATING. MANGLING. SNIPPING. INSTALLATION OR BRACING OF DOSSES. THIS DESIGN CONFORMS IIIN AM ICABLI PROVISIONS OF NOS (NATIONAL DESIGN S►(CIFICAllot PUBLISHED IY IH( AMERICAN FOREST AID PAPER ASSOCIAIIONI All III. AL/INE CONN(CIOAS AN( NAGE o1 IOGA ASTM AES) GIN GALV. STI(L. (ICEPI AS.0110. APPLY CONNECIORf to EACH OF 11SO SA NIFO,A`Ff OANE(NGIN((I`SI NOININISEDRAYIIGOS11LIESCONLTCI to pWC 6� � * �' D, CIV�'a� r�If LL T 0 T . L D . DUR.FAC. D R W 3,048,634 CA -ENG / CWC t-1 O O T_1 OIAYTIGfEI)0.NO SEAL ORIHIID( SIGN 01 IMI L USS 0(/1(110 141.1 AID SNAIL 101 BI RILIIO UPON 11 111 OIM(R RAT. OF C�\' SPACING SEE ABOVE N a-: e-• U C] O C:4 Q.. G W d w w z z W w z Tom.. (IT 1 LtVt-Il1LL B: A»UL. ) EVEME.I l - 1-1 L.UI9PI) TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 2x4 OF -L Standard W2.5X4 9 W3X6 a W5X6= W2.5X4 s W3X6g nunii7en • --c c A nluCUc TnUCN CIIRNITTFn RY TRIICG MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TD BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 a W3X8(Al) = W3X4= W3X6 Ea W3X4 = WZ. bX4 a --0-0 W3X8(Al) a 2-0-0 19-9-0 _1_ 19-9-0 _1 39-6-0 Over 2 Supports R-1419 W-5.5" R-1300 W-5.5' DEPARITPV AP P R 0 Vr PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - F Scale -.125"/Ft. ALPINE AF„� �� •�Y •'�'Oi q+�•�^+w roCA du I •NARKING••TRUSSES REQUIRE EITREME CARE 11 FABRICATION, MANGLING. SHIPPING, INSTALLING AND •BRACING. REFER TO HI 91 (HANDLING INSTALLING AND BRACING). PUBLISNED Bl TPI (TRUSS PLATE INSTITUTE. SBS D'ONOFRID OA.. SUITE 200. MADISON. NI 59719). FOR SAFETY FRACTICES PRIOR TO PERFORMING THESE ►OKCTIOMS. UNLESS 072EAVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PARELS, BOTTOM C10p0 fYAll HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• fUNNISN A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESP01f1V LE FOR ANY OEVIAT ION FROH THIS DEfiiR; ANY FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE VILE TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN CORRECTORSSPEC ON ARE MMADESHED BY Of TOGATHE ASIR A6SSABR40REST AND GGALT. STEEL.YIICEPTI AS NOTED. TPI. ALPINE APPLY CORRECTORS TO EACH FACE OF TRUSS, AND UNLESS OTUERNISE LOCATED ON THIS DESIGN. POSITION CORRECTORSPER ORANINGS 160 A•2. THE SEAL 01 TNIS DAAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SBONY. THE SUITABILITY AND USE OF THIS COMPONENT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY O7 THE BUILDING DESIGNER. PEASPACING AYSIMI I.199S SECTION 2. O� W Jun (� 24 No. �, C;IV1L OF -Al 1 9 05 TC LL TC DL BC OL BC L L TOT . L D . 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF* R427--94171 0 AT E 06/24/99 DRW CAUSR427 99175001 CA -ENG A E B / GWH S E Q N - 130650 DUR.FAC. 1.25 FROM E. D 24.U° 4 (HILEVE-HILL A ASSOC / EVERETT - T -2D DRAG/TRUSS (2 -PLY] 8.83K) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard M .PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. P1 1 1354# NON-WIND'UPLIFT AT BRG .(X -LOC, Y=LOC): 0.00',-8.00' ** THE MAXIMUM HORIZONTAL REACTION IS 9440.23# ** C-3. o IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC z @ 24.00*.00. BC 0-72.00" OC. 4TRUSS-TRANSFERS -295:00"PLF ALONG'TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED.,DIAPHRAGM AND CONNECTIONS.ARE_TO-BE-DESIGNED•BY-ENGINEER OF RECORD. W4X4 6 W3X4,o H 4 ,— �' W1. 5X4 0 0 a ca w x W2.5X4 = W3X4= w z W3X1O(A1) z w 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 9" o.c. BOT CHORD: 1 ROW @ 12" O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. waxa = T z-� W4X4 ,4 W1.5X4 nl 3-5I-15 1 .�8-0-0 W3X4 ® W3X4 = W3X4 = rr p- I 19-9-0 I 10-3-0 J a I 30-0-0 Over 2 Supports R-3588/-1354 W-5.5- R-2315/-365 W-5.5' Rh=9440/-9440 M Cm1 •`• 1 ° 1 F. O D fV d� 43r> PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - - F Scale —.1875"/Ft. ••YARNI�/NG•• TRUSSES REQUIRE EXTREME CARE SI FABRICATION. HANDLING. SHIPPING. INSTALLING AND 0 T C L L 16.0 PSF REF R427--94172 7 BRACING. REFER TO RID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT[ CT INSTITUTE. In D'ONOfR10 DR.. SOITE 200. MADISON. W1 S3119), FOR SAFETY PRACTICES PRIOR TO O O) PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. 70P CHORD SMALL SAVE PROPERLY ATTACKED TC DL 10.0 PSF DATE 06/24/99 STRUCTORAL PANELS, BOTTOM CHORD SMALL HAVE A PROPINLY ATTACHED RIGID CEILING. Jun 24 19 ••IMPORTANT-• FONRISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP162 ENGINEERED BC DL 7.0 PSF DRW CAUSR427 99175002 PRODUCTS, INC. SHALL NOT BE 0 E3P043IOL2 FOR ANY DEVIATION FROM THIS 023164: ANY FAILURE TO N BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND NO. C 5 B C L L 0.0 PSF CA -ENG AE B / GWH A L P I N E BRACING OF T4NS SFS. TM IS DES I01 HE CODFORNs YITK APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Z SPECIFICATION AR[PMADESNID BY OF 20GATASYM A653AGA40 GALYARSTEEL.E CE 11ASSON) AND NOTED. TAPPLYALPINE CONNECTORS TO TOT . L 0 . 33.0 PSF S E Q N - 130646 .�� EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CMI` D U R .FAC . 1 . 2 5 F R DM E . D I Al lOC P,,,,S,,,,.. Im.RESPONSIBILITY SOl[LT FOR THE TNOSS COMPONENT OESIGI DWI. THE SUITABILITY AND USE OF 7015 P SacmNr�n,CAo___ COMPONENT FOR AMY PAATICULAR BUILDING IS THE RESPOYfIBILITY OF THE BUILDING DESIGNER, PER 4�QF�yy SPACING 24.0" ANSI/TPI 2.19!5 SECTION 2. HILEVE-HILL 8 ASSOC / EVERETT - T-3 COMN TOP CHORD 2x4 DF -L *1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.' a . I10 PSF BC LIVE LOAD PER UBC. co Ln 0 z W4X4 E ,4 W1.5X4 III H 4 A W1.5X4 s O 04 3-5-15 w 8-0-0 w W2.5X4 e z W4X4(A2) ia c.ti w pomp p®� w 12-0-0 z L_ 19-9-0 I 10-3-0 I WILDING DEPA 'THEN.. ¢ 30-0-0 Over 2 Supports�i4% 1120116 PHUV R-1117 W-5.5' R-975 W=5.5' j�"" Note: All Plates Are W3X4 Except As Shown. Q; PLT TYP. Wave TPI -95 Design Criteria: TPI(ST CA - 1 - - - F Scale —.1875"/Ft. I CT —WARNING •• TRUSSES REOUIRE EATIEME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND 1RACIN6. 0.EfER TO tl1B•9l (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, w TC ILL 16.0 PSF REF R427--94174 o 507 O'ONOFRTO D1., SUITE 100. MADISON. NI S7119), FOR SAFETY PRACTICES PRIOR TO PE0.F01UNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A FROPEALT ATTACHED RIGID 0� yFq TC DL 10.0 PSF DATE 06/24/99 �--. CEILING. —IMPORTANT" FORNIS" .)IAn 24 19 9�9 A COPY OF THIS DESIGN TO THE INSTALLATION CONTNACTOA. ALPINE ENGINEERED PRODUCTS, IRC. SHALL NOT BE RESPONSIBLE FOR ANY DIVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 7.0 PSF DRW CAUSR427 99175001 N A L P I N E BUILD THE TROSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TROLSES. THIS OE SIGN CONFORMS NITN APPLICABLE PROVISIONS OF AOS (NATIONAL DESIGN No. 06 BC ILL 0.0 PSF CA -ENG A E B / GWH SPECIf1CATI0Y PUBLISHED BY THE AICNICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE MADE GFLOGA ASTM A65S U40 GAIN. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO INTOT. L D . 33.0 P S F S E Q N - 130653 .' r,,,,,�,�,1 Alper PIDdDC;B•Im. EACH FACE OF TIUSS. ANO UNLESS OTBERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NGINEENIN6 DAMINGS 160 A•1. THE SEAL 01 IBIS OAAWING INDICATES ACCEPTANCE OF PROFESSIONAL EUSPOISI INE FOR E TRUSS DESIGN S11OWN. THE ANDTHIS CM� 0 UR .FAC . 1.25 FROM E.0 O�D•G95� COMPONEBTFOR ANYLD/yTICULAAELY BUILDING SOTHETRESPONSIBILITY OF THE BUILDING DEPER A15IFTP11.1995 SECTION 1. �CIW SPACING 24.0' 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 1 15' 20 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'-60' 4/12 1 15' 1 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir c L1� -- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. Top chords that are Laterally braced can hackle are ogetherand cause collapse itthereisnodiago- albracing. Diagonal bracing shouldbenailed o the underside of the top chord when purlins attached to the tapside of the toy chord. 12 —__1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. �— 10' or Greater Attachment Required ° fess t A& WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SF- Southern Pile HF - Hem -Fir TOP.;CHORD Continuous Top Chord Lateral Brace ' All lateral braces TOP CHORD DIAGONAL BRACE lapped at least 2 MINIMUM LATERAL BRACE SPACING {QBE $PANT PITCH SPACING LB .S� #trusses Attachment % Required _l I Up to 32' 4/12 8' 20 15 1 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60 4/12 1 5' 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. �— 10' or Greater Attachment Required ° fess t A& WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SF- Southern Pile HF - Hem -Fir SPF - Spruce-Pire-Fir Continuous Top Chord Lateral Brace ' All lateral braces Required Top chords that are laterally braced can buckle lapped at least 2 �— i trusses. 10" or Greater to the underside of the top chord when purlins I Attachment % Required _l i 2B or /est =4S1 r� l Frame 3 12 5 /o4. OO eco6� Top chords that are laterally braced can buckle togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. if WARNING: Do not attach cables, chains, or i hoots to the web members. 1 Tag /� 61C -ss . so�c MECW INSTAL TagApproximately Approxirratelyl Tag 'Line '-� truss length 1/2 truss length 11 Line Fruss spans less than 30'. Spreader Bar Tce In — Spreader Bar Toe In App-oximately to i! truss length Less thar or equal to 60' Approximately 1/2 to 33 truss length -ess than or equal to 60' Toe In ®WARNING: Do not lift singletrussfi:s with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar Tag /Lire Tag Line Strongback/ SpreaderBar Toe In At or above mid -height Tag Tag Line Line r 10 � Apoloximatdl Y3 -o V, truss length G •eater than EO' 1/3 to t� uss leactfi Grecte- than r(Y AIUTION, Temporary bracing shown in this summary sheet is adequate for the Installation 0 tcusses with similar configurations. Consult a registered professional engineer if a diffeient. tracing arrangement is desired. The engineer may design bracing in acccrdan.-e with TP,'s Recommended Design Spedfication for Temporary Bracing of Metal Plate Connected Wbo:f Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Top Chord brace Ground brace diagonals (GBp) 1°if trues of bra i group of trut.aea Ground braceIVI M d brace MB 4 / vertical (GBV) �` .irounmmrace�\�y� IteralGrc.,nd Ribs (4B D) Note:2syetem shall have adeq a capacity to a pport ground, o Backup q v floor ground � stake Driven V 1af floor ground stakes CA.UTICN: Ground bracing required for all installations Frame 2 Typical vericat End Wall Ids /attachment Plan d Blocking S Ground Brace verticals (GBV) 3n3re \ lattrussofbraced \ , .a-e•al (LBG) . group of trusses End brace (EB) Stri \ (sr r lypl= iorizonta tie gnember with mutt ple stakes (ITi - t . . .... . TOP CHORD CHORD TRUSS; TOP'CHORD DIAGONALBRACE'J MINIMUM LATERAL BRACE SPACING; (DBs) . SPAN DEPTH SPACING(kBs) #trusses i `. S:P/DF...iSPF/HF.r Up to 32' 30" 1 8'1 16 1 10 Over 32'- 48' 42" 1 6' 1 6 1 4 Over 48'- 60' 48" 1 5' 1 4 12 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir s0' (0@s) 4� SPF�"IP 2, ess All lateral braces lapped at least two trusses. O The end — _ =45 diagonal brace for cantilevered End diagonalsra antia for trusses must be stability and must be dupficat on placed on vertical both ends of the truss system webs in line with the support. \ AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Topciords that ars laterally braced can buckle loge tberand cause collapse it there is no diago- oalbracing. Diagonal bracing should be nailed to tFeaunderside o-.* the top chord when purlins are attached to the topside of the top chord. 1� All lateral braces lapped at least two End diagonals arebs ntial for stability and must be dup 1 on both ends of the truss system�"7 1 s Tr 30 (DQS) asses @?10-c. �1 , Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10" or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 PARALLEL Continuous CHORD TRUSS; Top Chord Lateral Brace T Required Top chords that are laterally braced can bu:kle togetherand cause collapse ifthere is no diago- 10" or Greater nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. Attachment Required s0' (0@s) 4� SPF�"IP 2, ess All lateral braces lapped at least two trusses. O The end — _ =45 diagonal brace for cantilevered End diagonalsra antia for trusses must be stability and must be dupficat on placed on vertical both ends of the truss system webs in line with the support. \ AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Topciords that ars laterally braced can buckle loge tberand cause collapse it there is no diago- oalbracing. Diagonal bracing should be nailed to tFeaunderside o-.* the top chord when purlins are attached to the topside of the top chord. 1� All lateral braces lapped at least two End diagonals arebs ntial for stability and must be dup 1 on both ends of the truss system�"7 1 s Tr 30 (DQS) asses @?10-c. �1 , Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10" or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. � Top chords that are laterally braced can buckle togetherand cause collapse if there is nodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB Truss Depth 12 ---13 or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 1Z 10' or Greater Attachment Required AWARNING: Failure to follow these recommendations could result In ' severe personal injury or damage to trusses or buildings. A . . . . . . . . . . . . . . . . . . . . . . . . .. ... . .. . INSTALLATION TOLERANCES BOW Length 12" 1 1/4" 11 24" IMMMI:ii!ii illu ITOR CHORD DIAGONALIBRACE 1M MINIMUMSPACINGt V SPAN 1-1/4" 5' trusses]i 1-1/2" 6' ;P/DF;SPF HF:: Up to 24' 3/12 81 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 1 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. � Top chords that are laterally braced can buckle togetherand cause collapse if there is nodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB Truss Depth 12 ---13 or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 1Z 10' or Greater Attachment Required AWARNING: Failure to follow these recommendations could result In ' severe personal injury or damage to trusses or buildings. A . . . . . . . . . . . . . . . . . . . . . . . . .. ... . .. . INSTALLATION TOLERANCES BOW Length 12" 1 1/4" 11 24" 1/2" 2' 36" 3/4" 3' 48" V 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 1-3 4" 1 7' L84" 96" 1 2" 1 8, 108" 1 2" 1 9' D(in) Lesser of Ir D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. i T ±14. L(en) t Lesser of LJ200 or Z' L(in) L(In) Lesser L/200 Doi 2" 200.:�:�:.'.:: .... F.......... Sol, 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstanceE should A WARNING: Do not cut trusses. construction loads of any description be placed A on unbraced trusses. Frame 6 200" 1" 16.r 250" 1_1/ 300" 1_1/2 OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstanceE should A WARNING: Do not cut trusses. construction loads of any description be placed A on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention PERE ONAL SAFETY IS 14VOLVED! When you see this symbol - BECOME A_ERT - HEED ITS MESSAGE'. CAUTION: A CAUTION identifies safe operating practices or ind Cates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the rasponsibilitvofthe.nstallerribuildeer buildingcontracbr. licensecft�ontractor erector or erection contract)d to prwerlyreceive, unload, stere. handle, install and brace rental plate connected wood"ses t"rotectlife anc'property. Tie installer must exercise the same hig degree of safety awareness as with arty other structural material. TPI does not interd these recommendations to be'nterpreted as superior to the prDject Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof or floor. These,recormmencations are DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serous personal injury or death or damage to structures. JA-"EARNING: A WARNING describes a condition •where failure to fol low it structions could result in WARNING: personal injury or damage :o structures. TRUSS°PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wiscons-n 5371S (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as agu de *orthe use of a qualified buildingdesigrer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility fcr damages arising from the use, application or reliance on tha recommendations and information conn.ned -:erein by building designers, installers, and others. Copyright © by Truss Pls;e Ins-Itute, Inc. All rigats resarved. This document or any part thereof must n•at be ;?produced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in tie United States of America. CAUTION: The builder, building contractor, licensed contractor, erectororerection contractor is advised to obtain and read the entire bookie: "Commentary e and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: Alltemporary bracingshculd beno less than 2x4 grade marked 'umbe-. All connections shoulc be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. :TRUSSSTORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. JACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A braced o Trusses stored r tipping. should be bendingand lessen moisture gain. braced ro prevent toppling or ti;:�ping. JAWARNING: Do not break banding until installation DANGER: Do not store trundles upright unless begins. Cars should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed In a stable horizontal position. WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking on trusses vAich are lying flat JAbands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Lam/ � 6O Un l -e"\ Building Department No. 300 - O g Jurisdiction: City ®County Property Location/Address Subdivision Lot No. .......................... .............. .:.......................................................... , ............. Residential Development 0 Sq. Footage No of Living Mobile Home Addition/ `Supplemental to " 1 (Group R) Units Installation Conversion Permit # '(No foundation inspection); ................................................... ......................... ............. Commercial/Industrial '' /`i / ~ r J�-ll1.n l�Jl Sq. Footage C;Z New Addition (Including Exterior / Roofed Areas) 1��z9�99 Building Department Rep entative Date Irioor rians reviewea Dy acnooi uistnct rersonneu Distct Identification No. —' School District certifies that (Applicant) NO (Street Address) (Phone Number) baj) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. ,: School District Representative f Paid by Check k Remarks: -7 y� 9� by payment of $ —p AB 2926 s FULL MITIGATION $ 'w oats 1�. Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, incompliance with Government Code Section 66020(a), within 90 days from'the date fees are paid.t Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 11 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 impract on the school district's schools. White (applicant), Yellow (building department), Pink (school district)' 'y feeform xis (10/98)dmm W2 Robert Hill & Assoc. 199 East Shasta Ave. Chico, CA 95973 :za U:53 BEAUTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 18-B County Center Drive"( 1 Main Street � 7 County Center Drive Oroville, CA 95965�J P.O. Box 5364 Oroville, CA 95965 TEL: (530) 538-7282 Chico, CA 95927 TEL: (530) 538-7281 FAX: (530) 538-2165 TEL: (530) 891-2727 FAX: (530) 538-2140 FAX: (530) 895-6512 RE: Green Acres Apartments Pool Plan Approval . 20 Green Acre Ct., Chico The plans for the above pool/spa have been reviewed for compliance with the Calif. Health and Safety Code (sec. 24100-24109), and Chapter 20 of the Title 22 and Chapter 2-90 of Title 24 of the Calif. Code of Regulations, and are approved with the following corrections, understandings, and additions: 1. Stairs shall have uniform risers including the distance from the deck to the first step and the distance from the last step to the pool/spa floor. Do not start slope of pool/spa floor until passed the steps. Risers shall not exceed 12 inches. Stair treads shall be uniform (except first step may be larger) and at least 12 inches (except first step must be at least 18 inches if stairs are curved or diagonal). 2. Stair safety rail shall extend from deck to a point above lowest step. Safety rails shall be at least 28 inches above deck (at edge of pool/spa) and each step. 3. Decks shall be at least 4 feet out from and completely around (50% around spa) pool/spa. Decks shall be durable, non -slip, and non-abrasive concrete. Exposed aggregate or heavy broom finishes are not acceptable. 4. Provide fence with minimum 5 foot effective height (no climbable objects within 5 feet of top of fence) all around and at least 4 feet out from pool/spa. Fence/gates shall have NO openings large enough to allow the passage of a 4 inch diameter sphere. Chain link fences shall have no openings greater than 13/4 inches measured horizontally. Any horizontal members shall be at least 48 inches apart. Gates/doors (including any doors going into storage building) shall be self-closing and self -latching with latches at least 42 inches above deck. Gates/doors shall only open away from the pool area. At least one gate shall be openable from the inside without the use of a key and shall be labeled "Emergency Exit". 5. Provide approved PRESSURE vacuum breaker for auto -fill water line. 4 ,;a Green Acres Apartments Pool Plan Approval 8-10-98 page two 6. It is understood that a 4 inch contrasting band will be located along the bottom of the pool at the 4 %i foot depth. It is understood that pool will have a continuous slope of less than 1:10. 7. Provide all required safety signs and equipment. 8. Pool shell shall be white in color. 9. Meet all other applicable requirements of Title 22 and 24. Call for pre-gunite, pre - plaster, and final inspections by this Department. If there is no on-site manager this Department will need a key to the gate and equipment area prior to final. If you have any questions please call this office 8-9:00 A.M. weekdays. Mike Boian, ervisor-Food/Pool Program CC: Butte County Building Dept. t '42-32-48 #98-1603 TI RESIDEN�► �'�r' � 20 GR a N ACS CONT: ROBERT HILL 1,SWDtW PWLI MASTER PLAN y PERMIT NO. PERMIT EXPIRES % OWNER 1 ` — 110 i CONTR. r ASSESSOR PARCEL LOCATION /ezn ut4 0�1, 6 - CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG& -Temp. Elec. Service Called PG&E _ Temp. Gas Service Called PG&E JOB FINALED (Date) 10 _ MA 7 M Signature X HoLt> T'oz- ✓ = OK t O = Not OK - = Not Applicable - = Not Ready Date UNDERFLOOR (Plans) OK except #'s RESIDENTIAL (Single & Duplex) Date 1. ZoningSetbacks-Easments-FloodSlope Fixture & Transformer Clearance -Ins. Protection 2. Ftg., Main; Soils-Elec. Gmd. / i Ftg. Depth ' 25. 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth Romex kstalled Close to Edge of Studs & C.J. 4. Ftg. Porches & Decks; SoilsSteel-/ N Ftg. Depth 28. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 6. Stemwalls, Garage; Steel-Blockoutsa/Vrapped Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 6a. Hold Downs and Special Anchors 32. 7. Slab, Steel -Wrapped Clothes Closet Light -Shower Light -Spa Light 8. Piers -Fireplace Ftg.-Steel Smoke Detector 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Insulation -Walls -Ceilings 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Card B-1 Date Card B-1 12. Electric Underground Card B-1 Date Card B-1 13. Pienums & Ducts; Clearance -Material -Support -Ins. FRAMING (Plans) OK except #s 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies Sits Proper Materials & Anchors 15. Access & Ventilation Walls Studs -Nailing Spacing & Braces -Plates -Sound 16. Insulation Bearing Walls over Girders & Floor Nailing G.F.I. & Bath Fixtures & Tub Access -Spa 43. Date 69. Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing- Lights & Switches of Doors 25. Size Bo es & No. of Conductors Stapled 26. Romex kstalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date 48. Card B-1 Date Card B-1 Date Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles MECHANICAL (Permit) OK except #s Bdnn. Windows or Exiting Doors -Sill Hgt. & Dimensions 35. A.C. Ducts Insulation & Support ' 52. 36. Vent Fan, Exhaust above insulation, Ext. Doors -One Y -Check Garage 3rd Story, 2 Exits 37. Condensate Drain & Overflow, Size & Grade 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 39. Attic Access & Platform if Furnace in Attic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Date 88. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date FRAMING (Plans) OK except #s 63. 40. Sits Proper Materials & Anchors Smoke Detector 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 66. 42. Bearing Walls over Girders & Floor Nailing G.F.I. & Bath Fixtures & Tub Access -Spa 43. Draft Stop in Walls (rat proof) 69. 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Fireplace or Stove, Clearance -Hearth 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdnn. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One Y -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 88. Ventilation Throught House Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -(roam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoMalks Q Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK 0 = Not OK Not ' = t Applicable NoReady HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-Depth.Spacing-Connectors-Steel 3. Sewer; Location-Test-Fall-CY"oncrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectora Shthg.-Rfg: Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / fVtt / /Nat. or/ /"L"tt./ /LPG 6. Carports; Windows -Doors 7. Well Clearance 8 Disconnect 7. Electric 8. Utility Clearance 8. Fnng.; Sits-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing-VeneerShicco-Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Manage Line Card B-1 Date Card B-1 3. Gas; MH Test-Demand-Vahre-Connector POOLS ns OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances e�backs-Easements / % 5. Drain; MH Test-FalWlex Connector oils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Dea en -Linin ; Receptacles and Lighting, Distance-GFI .; Epol Lighting; 15 Volts -G FI ec.;�pclosures; Conduit Entries -Terminals -Listed ; Bonding; Metal w/SLirculating Equip. -Heater &F.IeCr1rounding; Equip. w/S Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Ith Department Approval lu b.; Cir. Test -Water Suplaty Test t Niche Q ,,/ '0 Date/p-,29, ff Card B-1 &A Date Card B-1 Date Card B-1 Date Card B-1 y MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth.Spacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectora Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sits-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing-VeneerShicco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS ns OK except #'s e�backs-Easements / % "% oils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dea en -Linin ; Receptacles and Lighting, Distance-GFI .; Epol Lighting; 15 Volts -G FI ec.;�pclosures; Conduit Entries -Terminals -Listed ; Bonding; Metal w/SLirculating Equip. -Heater &F.IeCr1rounding; Equip. w/S Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Ith Department Approval lu b.; Cir. Test -Water Suplaty Test t Niche Q ,,/ '0 Date/p-,29, ff Card B-1 &A Date Card B-1 Date Card B-1 Date Card B-1 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, Date Ze�/ Aw Inspector U e A( REV 10492 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 PERMITg ASSESSOR PARCEL NUMBER 42-32-48 ZONING R-3 BUILDING PERMIT OWNER LEWIS EVERETT TELEPHONE 891-5221 SO. FT. OCC. BUILDING VALUATION ' 00 . OWNERS MAILING ADDRESS 2165 NORD AVE. # 122 CONTRACTOR'S NAME ROBERT HILL & ASSOC TELEPHONE 891-4280 CONTRACTOR 199 E. SHASTA AVE. CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 20,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 20 GREEN ACRES Energy Plan Checking Fee $ $ PERMIT FEE $ 250.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF )p Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SWIMMING POOL MASTER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class %—C S Lic. No. 3114aq 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, v will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To I000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADONS. ( 8 ACC. BLOC. SO 3.5¢FT. NON-RISID. MULTI-OIf CUITS T @7.50 PowER APPARATUS 8 SINGLE OLIILEr CIR. �(, Occup. OUTLET OR FIXTURES BA0 @ 1.0000 Ex. Occup. OFlxUTEE°rs RE�s D) An 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 001 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. 52,1111 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' compenation Insurance carrier and policy number are: Carrier . TOD Policy Number 3; U4-32 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �� 111 Date 7'ZZ' 4j Signature of Applicant - ❑Owner ❑ Contractor ®'Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ D. FEES IMP I FL00 CDF PARC PD HD ISSU 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 Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY 1 Plot Plan Attache Floor Plan AttaChed- AirSent to B.D.zr t TO: Building Department /� Q FROM: Environmental Health SUBJECT: Sanitation Clearance yetn �� C41%,n �gA Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final cle ranee O.K. for: NOTE: bQcy EnWronme Ith Specialist �I:S) -% Date '+.'M.;.✓i c..; f, '� "r,. r`^�...-.d.,�. r.+.• : ... •.- . �T.� �/.f.'...�r.e-1!✓Jt-r..1R�.. rk ..,�a...('� ^Rw.`i5'�:':�5."�'x`f M►KwT-R,�(�i (�4Yrf +'r'�'�i''id�nHo"v7..�-r'.R 4AC06TY OF BUTTE DEPARTMENT OF DEVELOPMENT ,SERVICES - BUILDING DIVISION 7. COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541, ' PERMIT APPLICATION DATA SHEET OWNER: _ L 60 J i t 4o f A 4-r r- ASSESSOR PARCEL NUMBER: Z 3 Z' y Proposed Building Use: Building Inspector: c_ Date: ::�2�rB At time of permit applicatfon, I was advised the following data must be submitted prior to permit processing and/or issuance: L' Date Received By ❑ 1. All items have been submitted --------------------------------------------------------------------------------- 0 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ _ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $---------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ---------------------------------------------------------- 13 . Flood elevation certificate: ---------------------------------------------------------------------------------------- tation and plot plan approval C_ W& CIealth Department. ------------------------------------------- 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking:-------------------------- 1118. ---------❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- �Y ❑ 1.9. Encroachment Permit for drivewayconstruction a prior to occupancy) ----------------- ( approval PP P P Y)� ----------- _ ❑20. Pre -inspection for required. Request to Building Inspector on(Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 1124. Letter of signature authorization. --- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1326. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------=------------------------------------------------ ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. Other: ------- When you issue the permit, /process as follows ❑ Mail to owner, ❑Mail to contractor. dTelephone �y -( �- and hold for pickup at C W U 0 office. ❑ Deliver with inspector. Applicant: Pd'1>1WU _ I 1AA Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D)sion counter, by Dator: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder:. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 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 ?9— ASSESSOR PARCEL NUMBERZONING 1 32 - 3 BUILDING PERMIT OWNERTELEPHONE Leas 6 UeA-e0'/` 077 fill SO. FT. OCC. BUILDING VALUATION OWNERSIAAIl/ID?ESS Noe -OL ^ t_ 'I 1 CONTRACTOR'SME w TELEPHONE CONTRACTOR'S MAILINGPDORESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation SOr✓eQ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ (i i�21__) ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2.3 BUILDINGADDREBS O C,/1.4eJ 4 e2�s Energy Plan Checking Fee $ S PERMIT FEE S O - LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other dW2 I SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New�4dditlon ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ � Describe Work: ?- 15-0� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS G W Q20.00 PERMIT FEE i ELECTRICAL PERMIT Filing Fee 20.00 Main Service .*' oa 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service tow TO IoaoA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. a ACC. e1Ds. 3.5¢Fr: T. NO"EW ESID. MULTI -OUTLET @7,50 POWER APPARATUS 8 BINDLE OLRLET CIR �(, QCCU Olm.Er OR FDRVRESj 20 1.50 BAL So FUCED APPLNs6.) OR Ex. Occu . ounETs Es, EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 na t 3-,, , PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ �3 HAz. I D FEES IMP I FLOOD I COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Da to) Receipt No. 2 WHITE-D.D.S.-8.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I 042-32-0-048L#9�� • `1 RESIDENTI L y LEWIS EVERETT 20 GREEN ACRES APTS, CHICO ROBERT HILL SHED FOR POOL. EQUIPMENT. PERMIT NO. PERMIT EXPIRES I ISS ( bE— OWNER �8 1 (008 CONTR. ASSESSOR PARCEL LOCATION i r# .t 'h f y t CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY 'Temp. Power Pole Called PG&E Temp. Elec. Service .Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) r Signature v=OR O = Not OK Nott Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-TestFall-C)"oncrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete MISCELLANEOUS Date DEC", COVERS, CARPORTS, GARAGES lana OK except #'s ing Requirements -Setbacks -Easements Footings; Soils -Size -Dept ,Spacing -Connectors -Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / /Vit. / '/Nat. or/ M211./ /LPG 6. C • indows-Doors 7. Well Clearance & Disconnect I 8. Utility Clearance -An ors sses id• ; Nailing -Veneer -Stucco -Mesh oo • hthg-Roofing Date Cana B-1 Date Card B-1 ceps -Doors -Landings Date Card B-1 Date Card B-1 raced Wall Panels Date MOBILE HOME INSTALLATION (Plans) OK except#'s - 1. Zoning Requirements- Setbacks Easements Date -0 Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date o2p Card B-1 Date Card B-1 3. Gas; MH Test-DemandVake-Connector Date'POOLS lana OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs -Type -Installation Cert. S. Elec.; Pool Lighting; 15 Volts-GFl 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert of Occupancy 7. Elec.; Bonding; Metal w/6 -Circulating Equip: -Heater 12. Permanent Foundation Only: License Decal 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit Date Card B-1 Date Card B-1 9: Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓= OK 0 = Not No C1,K RESIDENTIAL (Single & Duplex) - = Not Applicahip Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /' Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ C Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-BlockoutsANrapped 6a. Hold Downs and Special Anchors 7. Slab, SteelANrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test 2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts Joistsa/ents-Crippies 15. Access & Ventilation 16. Insulation Date Card 0-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Bo es & No. of Conductors Stapled 26. Romex I stalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) . 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-roff Brac: Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One Y -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Ddve 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT q, 176 ASSESSOR PARCEL NUMBER 042-32-0-048 ZONING — BUILDING PERMIT OWNER TELEPHO E SO. FT. OCC. BUILDIN U- ATION 728 .OWNER'S MAILING ADDRESS 2165 NORD AVENITE 40. 12111120 CA 05926 CONTRACTOR'S NAME ROBERT T HTTL TELEPHONE 891-4 28-0 CONTRACTORS MAILING ADDRESS 1995 SHASTA AVE, CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAULING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 41.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 26.65 BUILD�UDMEN ACRES APTS, CHICO �J Energy Plan Checking Fee $ $ PERMIT FEE $ 87.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL EQUIPMENT SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Othi()13 Describe Work: SHED FOR POOL EQUIPMENT 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 q OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 6 , L S Lic. No. I -iV 1 7-7 401 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co ensation insurance carrier and policy number are: Carrier' )rwo- Policy Number 0 3 C2 -7_14- 32 (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_,D— workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. _ X �1� Date /Qf�j _ Signat re of Applicant - ❑ Ownbr ❑ Contractor gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOooA 46.00 NEW CONST. DWELLING OCCUP. SO 3.50FT.NEW 3.46 OR ADDNS. ( 8 qcC. S. T. RESID. MULTI. OUTLET @G 7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Zo Q ,.00 Ex. Occup. OUTLET OR FIXTURES BAL @ .50 Ex. Occup. DFIx�eED�A RES1 )EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring E[ 2�1 PERMIT FEE t 23.46 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 111.11 � IMP FLOOD CDF PARCEL i PD HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By W;7D to 9 PERMIT EXPIRES ON 7 T Oto Receipt No. ;; SQ q/ ~% WHITE-D.D.S.-B.D. CAWARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSORPARCELNLI.EAb 2—3�-vYo ZONING BUILDING PERMIT OWNERTELEPHONE � � is SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESSmr 16 6NAME^ CONT R'$/ ct TELEPHONE CONTRACTORS HARING AD S$ CONSTRUCTION LER MR Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filln Fee $ 20.00 Permit Fee $ OU ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 9--r- SUILDINGADDRES 14 A11140A Energy Plan Checking Fee $�Vr $ n� PERMIT FEE $ LOT No. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE / SF ❑ Duplex ❑ Mobilehome U Other d ��G�.� �D�r.� Each Tra 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other & Describe Work:15/��( _n 15.f /,00 a / Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W (9?20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 OOOVOR Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class UILc. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO f000A 46.00 NEw CONST. OWE1LNCi oxuP. 3.5QF°. OR ADDNS. a ACC. OCCS NON•HESID.' RANCH UTLET 97,50 PowER APPARATUS 8 SWGLE OUTLET CI0. Ex. Occup. OUTLET OR FIXTURES e4L®'.50 Ex. Occup. o ° APPLMo°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST rrPE TOTAL FEE $ HAZ o FEES IMP I FLOOD I CDF PARCEL PD Ho ssUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Mate) Receipt No.2U Q WHITE-D.D.S.-B-M. CAWARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT P�obert T Hill- & ASSOCIATES 199 E. Shasta Ave. %ico, Calif. 95973 fig;plans an kepVo"01JIMO,t all, make any changes or written permission $ ". oounV of Butt TIME GLOGK WANEL-- 0 #� o* . Nro z9a�'%do Or • coNSULrANTS d • DESIGNERS bb B44r, , groat' 941A CONTRACTORS ;6 f4lld it is 11I11AWftll t0pJ,_pe �,Q�TSMEN ;rations on same ,j �bee a' rl", the Department Cj � `mac 4, � LL 0044i %44;10. g (E) U WArte . --- --- --,--� f- ---- ---- FRAMING. 3068 MTL / 10A0 SURFACE Ml. ftLUR. ADDENDUM #I AP # 042-3W0 048 LEW15 EVERETT W GREEN ACRES APT'5 (/Hl(/O, GA. 9592( POOLEQUIP. RM LAYOUT & ELE6. PLAN_ SHALL CO OF NEC, Y WITH CURRENT IC AND UPC. EOUNPATION PLAN i/4" --d v General, Pool& Solar Contractors • Llc. #377409 r 6 V lcw Glovhn S .pc4A lqt 3 "F,G firms „v -/(i v�E � 8Nil V2 --lobert T Hifi. & ASSOCIATES 199 E. Shasta Ave. Chico, Calif 95973 (530) 891,4280 i FAX (530) 891-0394 i I1 (E)/NEW ROOF FLU511 TRi NSITION NEW2X6 RAFTER"5 3 M� @ 16„ O.G. (TYP) -� GOMP.' Sf IN6LES MATO (E) „ 2X4 5T�A5 @ 16 OG 0 5/8„ (T -1 -II) PLYWD. 51PIN6 W/ NAILING ,5d @ 6112 TYP. ZX4 PTDF SILL W -”- i12"Oldt A.5.„6 typ -T-- 2X6 GJ'S @ 16,,06. TYP. POO =LQ = LIP ROOM. 6„ 11 (W. �# GAR \ 4° &RAVEL f UOST.501L 2„ DONT. FILL. 2„ SE(/T ION =1-d 1X4 TRIM 5 (8/23/0 #Z • CONSULTANTS • DESIGNERS • CONTRACTORS • CRAFTSMEN (E) RAFTER'S I/ ox NLYWP. 6OMP051TION 6f11N6ffS (TO MATO (E) EXTERIOR ELEVATION WALL U) wnWALL fRAMIN&. LI 8�011,F � ! A P General, Pool & Solar Contractors • Lic. #377409 COUNTY OF BUTTE J BUILDING DIVISION „ - DEPARTMENT OF DEVELOPMENT SERVICES s 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 z CORRECTION NOTICE 9g ✓ %�o 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 thi fice immediately. e . _ b -Y `l e % % I u 1)or t / �e /c c 4 .b oYe- - ov-c %a -- C•r // fw � ' V /dc 5 ee <o c % 5 � . .i rt a b D / c .� I A Date / Inspector REV 10, 2 • ,J PERMIT NUMBER - B 484-72B P 456-72P ` E 457-72E r PERMIT EXPAES o� / / Xd OWNER Merle A. Webb ~A•CONTR: Owner. LOCATION (A.P. 42-32-36 East end Greenview Circle, Chico DATE REMARKS OR CORRECTIONS yr GC- U'e' RO C)/- -S v er r'i COUNTY. OF BUTTE Department of Public ,Works , uvaCj S^'/,� U 7 BUILDING INSPECTION RECORD Zoning Setback f "4' L Forms lvr-STe./u5i 0'< w�s w; Founds ./(,n !/ C°'°'A Piers & Girders Fireplace Rgh. Pfumbi g 4flLL"sArev Bond Beam Lath &Plaster S .jr Rein. Steel Gas Piping & Found. Vents Framing Plmg. Topout Rough Elec. —% Z f� Wtr. Ntr. _�� /, ^�' % Z. Furnace .4-5! %.S % L Kitchen Vent Firewall—/��� Z� Garage Vents Sanitation & Water ELECTRIC GAS BUILDING i Temporary _,� 01<2. „S Temporary `/ Z� Cert. of Occup. Final 0� °'/J' — 7 2 Final Final :fi's —%�— DATE REMARKS OR CORRECTIONS yr GC- U'e' RO C)/- -S v er r'i bve A4 ,V,4 Az' ce-p- WHILE YO RE - - - ------ ---- OF ------------- PHONE — — – — -------------------- Telephoned - - - - M Wed to See You - - [3 MESSAG PleAe - - - - W ri il U A gain 9 PLASTIC EXTRUSION COMPANY 2050 EAST FREMONT STREET TELEPHONE 466-4356 P. 0. BOX 5127 • STOCKTON, CALIFORNIA 95205 July 12, 1972 Butte County Inspection Department 7 C6unty Center -Drive Oroville, CA Attention: Glanders Dear Mr. Glanders: A query.was.directed to Kerona Plastic Extrusion -Co. regarding the use of 4" Schedule 40 PVC 1120 in a water supply system which was installed by Al Dietz Plumbing. Kerona has IAPMO appr.oval on Schedule 40 PVC 1120.in sizes 1/2" through 1-1/2" for water service lines and in.sizes 2" through 4" in Class.315 PVC 1.120. Additionally, we have approval of the "0" Ring system utilizing Class 160 PVC 1120 and Class 200 PVC 1120.in sizes 1-1/2" through.6". The same raw material %.useJin the manufac.ture of the pipe is the same in all. instances.: The 4" Schedule 40 PVC 1.120. has a working pressure design ` of.220 PSI. This is somewhat less than that required by Class. 315; but,. in the opinion..of:. Kerona, is adequate for a system with a designed pressure o'f 50 PSI or up>to 110 PSI. Mr. Glanders, the class or schedule of pipe in this specific instance did not contain the UPC.seal., but in Kerona's judgement is adequate for the system. We, therefore., request you consider the issuance of a variance and allow the.use of the installed 4" Schedule'40 PVC 1120, based on the assurance of Kerona Plastic Extrusion Co. that it is adequate. for this particular system. GWS/hy cc: Heieck Supply 7th & Orange Chico, CA 95926 Sincerely, /Gerald.W. Stoddard Sales Manager PUDLIC, F JUL 1 D 41972 AM PM TAV110111112 COUNTY OF BUTTE — DIEPARTMENT OF PUBLIC WOR 7 County Center Drive — Oroville, California 95965 Telephone: 533-1230, Ext. 259 APPLICATION AND PERMIT OC BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing AddressRkc e• e - e_ Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty v e. Permit Fee $ , Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE$2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 S Each gas water heater or ent 1.50 A. P. No. Zoning -�� Gas piping system 1 - 5 outlets 1.50 JV Each additional outlet .50 Fire Zone FireiDept, i a Planning_il:44 Building sewer 5.00 Plans Fees W. C.R/W Encroachment Lawn sprinkler system 2.00 NEW ADDITION ❑ OTHER ❑ Permit Fee e s 2 6 ,re ELECTRICAL No. @ FEE P MIT FILING FEE $3.00 Main service incl. 1 meter Additi nal meters, each 1.00 USE OF STRUCTURE Single Family ❑ Duplex ❑ Others Sub-panXI (12 or less) (more than 12) Range, dr er or water heater 1.00 ` Oven, Cook op or space heater 1.00 Light !N FWW Receps., switch & fix outlets CONTRACTO S LICENSE LAW I am license under the provisions of Chapter 9, Div. 3, of the State of C if rnia Business & Professions Code under the name style of: Hood, Ex. Fan or F. . Furn. Motor 1 0 Evap.cooler, gar. di .or D.W. 00 Air conditioner or hea ump Water pump Misc. wiring License No. I,J7.3 /D Classification ❑ i am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State aws relating to building construction, and hereby MECHANI AL NN @ FEEPERMIT FILING F 3.00 Heating Cooling Ventila n SSjP mit Fee In;frumentati qtr oQ Motion $0.07/$1000 Evaluation $ , TOTAL PERMIT FEE $ , aulhori/ Vre6entatives of the county of Butte to enter upon the above -m ti ned property for inspection purposes. X Date i oture of Perm lee or Agent Receipt o. White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant 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. DIRECTOR OF PUBLIC WORKS BY Date -5- 1-2 Z_ Building Permit Expires Date ` —/— COUNTY OF BtFTTE DEPARTMENT OF PUBLIC WORKS 7 County'Center Drive - Oroville, California 95%5 PHONE: 533-1230, Ext. 259 APPLICATION AND ELECTRICAL PERMIT Permittee Owner Mailinit Address Mailing Address —A1— BLDG. Address �'Qjt 6'Fee-?,7 �u z_ ft.2 o[ nfr" DESCRIPTION OF WORK NEW F54 ADDITION � METER SERVICE 0 OTHERS:( Remarks: PERMIT FILING FEE No. Fee �d 12.00 Supplementary Filing Fee 1.00 Main Servi e (lessr o 12th / Each Each LOO R ge, Dryer or Water Heater •Oven. Cook -Top or Space Heater Each :..50 Light Fixtures p / First 2D 20 Each Additional .10 USE OF STRUCTURE Single Multi Family O Duplex 0 Dwelling OTHERS- C� l A01 Remarks: 6 4First Rece taclti s„ Switches & Fixture O etsA.' 20 .20 Each Additional 10 Hood, Exhaust Fan or F.A. Furor Motor Each .50 GiJ Evap. Cooler, Gar. Disp. or Dishwasher Each .50 Air Conditioner or Heat Pum Water Pum Mist. Wiring JJJ, o2® TOTAL FEE CONTRACTORS LICENSE LAW A. LICENSED CON RACTORS COMPLETE THE FOLLOWING: I am licensede e pr visions f C 9, Div. 3, of the State of California Business & Professions Code under the name styleof ..................... ...... l ............................................................................................................._....................................._......_..__ . License No; f ,� , ,1 Classification ,,,,,,,,Ki.../ .......................... . and certify that the aforesaid license is in full force and effect. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check one} Q I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors, ( Sec. 7044). I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 7044). QBasis, if any, for, -other statutory exemption....................................................................................................._.._...._......_.... _........._ _. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. .1 have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state that the above in- tNo .. correct. I agree to comply with all County ordinances and relating to building construction, and hereby authorize repre- This ELECTRICAL PERMIT is hereby issued under the appli- of the County of Butte to enter upon the above mentioned cable provisions of County resolutions and/or ordinances. r insp tion pure ses. /� Z DIRECT OF PUBLIC WORKS K ...... .... ...................................... Date �r... /(. �.EOF PERMITTEE OR AGENT By ...� :"..... .......DateRecqjj 3..b ...................... -,_�' 11- " I - 11m, 1p 1 �I j i k��; 1,�,,�, ,- � 171-4 �6 ;6�71;�4",� ,�� " r '. , ,:. . RIN ,I� , _____ ___ -��---,-,-,7,0-,-,--r�,----,,�,�:l�,,,�-,�.�,-!-,i��,-, -,m',fo�,+,.,--_ 'a �11� _� -� -'a - 'p 't�'�* -v - 1- - 'g� -� ,"� �a ,l, 1�,%- �L,�"e--_,�,;":j'i,- _mlft&�,,;�_,;. 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