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HomeMy WebLinkAbout039-390-007y, RESIDENTIA F 'PERMIT NO. PERMIT EXPI 039-390-007pt PERMIT#98-1443 HARRIS, Craig & Jan - 1360 Stanley Ave., Chico New Single Family , OWNER i �CONTR. r _ASSESSOR PARCEL t '.,LOCATION 11 `CLAAATrN Ytt ' l� r� All A CHECKED f f SRA BY .` FLOOD CERTIFICATE REQ. { a FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole — — OFFICE COPY Called PG&E_ Address Temp. Elec. Servic GAS Meter By Date Called PG&E ELECTRI - i Meter By. -_ Date 6 i Temp. Gas Service Called PG&E 'J08 FINALED (Date) Signature 1 i' �y V=OK 0 = Not OK '=Not t Ready de NoMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / JUL / /Nat. or/ /'L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date .Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandAfahe-Connector , 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval t 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/S-Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-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. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod 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/S-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-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 O= Not OK RESIDENTIAL - = Not Applicable * = Not Readv e9k 'OCe ��e✓rt. Date e Ftg., Main; Soils-Elec. ( m9. / /" Ftg. Depth Garage; Soils-Steel-Elec. Gmd/ /" Ftg. Depth orches & Decks; SoilsSteel-/ /" Ftg. Depth to ails, Main; Steel-Blockouts-Wrapped ails, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pi Fireplace Ftg.-Steel D. lel; Fall -Fitting -Test -2 Way C/0 -Sewer Test . UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test UeUater Pipe; Test -Anchors -Regulator -Service Test r12. Electric Underground Ducts; Clearance -Material -Support -Ins. G' s -Sills -Anchor Bolts -Joists Vents-Crfppies Lgil"Access & Ventilation *16. Insulation Date Card B Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (PerrrIA) OK except #'s r Htr.; Ve t A ss Combustion Air Baffle r Pipe; Anchor -Nail Protection ittings & Anchor -Nail Protection Sh r Pan; Test, First Floor -Tub Access . Tes b & Shower, Second Floor -Tub Access Gas Pipe; Sae & Anchors Date WXf9 Card, Date Card B-1 D r / 79 Card -1 rLo Date Card B-1 Date _ArECTRICAL (Permit) OK except #'s 24-FaNLe & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors 5 e Bo es & No. of Conductors Stapled Z6,^Roo-Mex I stalled Close to Edge of Studs & C.J. 7 ' : Ground made up w/Mech Fastners-Bond Gas & Water pliance Circuts in Kitchen & Conductor Size GFI ubfeed 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 3 quip. Clearances Panels-Motors-Mech. Epuip. 33. thes Closet Light -Shower Light -Spa Light 34 moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_.MECHANICAL (Permit) OK except #'s A,_.Ducts Insulation & Support Ve t Fan, Exhaust above insulation 3 . C�densate Drain & Overflow, Size & Grade Fu afire -Vent Access -Comb. Air-Retum Air Vent 115 outlet 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 ft 5 Proper Materials & Anchors . W Is Studs -Nailing Spacing & Braces -Plates -Sound . Be 'ng Walls over Girders & Floor Nailing top in Walls (rat proof) Fire ps, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing ingle & Duplex) Date _.FRAMING (Continued) !1 ers-PostCaps-Anchors-Connectors 47"' Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. ,W5r place Ties or Type A Flue -Fireplace Throat clearance 49"-Atfic Access; Size & Romex Protection -Draft Stop4ns. Baffles dmt indows or Exiting Doors -Sill Hgt. & Dimensions 5 arae 're Protection Framing 5 ro�aL.ine Firewall & Openings t.3Wrs-One 3 -Check Garage 3rd Story, 2 Exits irs:- Width-Headroom-Rise-Run-Landina-Fire Protection WFJ on Roof Overhang -Attic Vents -Rafter Outriggers . Sidi g -Nailing Veneer ash -Drip Screed -Fd. Vents-Underflr. Access M—Gq Area -Glass ProtectigpSQ1ights-Plastic 119 Date Card B-1 C Date Card B-1 Date and B-1 Date Card B-1 Date -'FINAL (Flansl OK" xcept *'s t Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb, Air-Conector- Garage; Above Floor-Ducts-Mech. Protection room Exiting 6 . G. - . 8 Bath ' ture & Tub Ac Elec. Tdpd SqWnel, Brpfer Wes 49 ewr...:'��a. 4s 70. Fire lace or Stove, Clearance -Hearth A+Itlec. Outlets at Wood Panel, Int. & Ext. it. Fat. & Appliance; Ground. -Air Gap -Cooking Clearance ta­ffec. Outlets & Recepticales at Kit. Counter Y4�arage Fire Door; Swing -landing Closure 75. A.CX ct in Gara e -Da r i' (25"tr. Htr.; *AtSbn okbb!% Co or -P. In Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. listed for Location 7 lec. Rete tacles in Garage G.F.I. -Romex Protection tion -Foam -Looked in Attic #tQqafd'rai1s & Ra6 Construc ' -Post Cap d Crawl Hol oor Drai & W - arth Clearance Looked under Floor es ollowing Instld./Drive es O No/1Nalks o YesM.450/'Planters 0 Yes o 83rStu— grown -Finish C. Unit Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throught House ass Protection esti from Previous Inspections 91. Ga est -Meters Tagged, Gas -Electric ater & Sewer Connected -C/0 to Grade -HD Approval nergy Compliance Certificate -Other Certificates DatCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Fi n /h_.... � i ....,f- .,•� � - Installation Certificate: Residential ' CF -611 Use of this form to natlafy tho roquiromonta of the Administrative Code In optional, but Iho Information must be provided and postod. 9k Porn it Number An installation cortif icate is required to be posted at the building site prior to the issuance of •tho occupancy permit. This form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and type of the appliance installed must be equivalent or better than the appliance specified on the Certificate of Compliance (CF -1R). This certificate (or its equivalent) shall be prepared and signed by the porson(s) assuming overall responsibility for the appliance installation. I, the undersigned, vorify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment moots or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment is listed under . Water Heating Systems. Heating Equip. CEC Certified Actual Distribution Duct or Heating Load Heating Typo (furnace, Manuf. Mako & Efficiency Typo and Piping Before Over- Equipment heat pump, otc.) Model Number (AFUE, otc) Location R-Valuo Sizing (8tuh) Capacity (Btuh) L�.1P,AMP. I. • Duct or Piping R -Value The building design heat loss and design heat gain rate have been determined using a method kpoeified in Section 150(h) of the Energy Efficiency Standards, and aro two of the criteria used for I ant siz' an selection. Signature Date HVAC Subo ctor (Co. Nanto) or Gonoral Contractor or Owner WATER HEATING SYSTEMS Water Heating CEC Certified Rated' Tank System Type Manuf. Make & Input (kW Capacity (storage gas, otc. Model Number or Bluh(gallons) CEC Cortiflod External Tank Insulation R -Value 4n K s 4 0 35, OOC) Cooling Equip. Comprosaor Unit Actual Distribution Type (air cond., Manuf. Make & Efficiency Type and heat pump, etc.) Model Number (SEER) Location *kpl _ Q4*-1 &.5,Nc-646 -- Duct or Piping R -Value The building design heat loss and design heat gain rate have been determined using a method kpoeified in Section 150(h) of the Energy Efficiency Standards, and aro two of the criteria used for I ant siz' an selection. Signature Date HVAC Subo ctor (Co. Nanto) or Gonoral Contractor or Owner WATER HEATING SYSTEMS Water Heating CEC Certified Rated' Tank System Type Manuf. Make & Input (kW Capacity (storage gas, otc. Model Number or Bluh(gallons) Energy' Factor or Recovery Standby Efficiency Loss % External Tank Insulation R -Value 4n K s 4 0 35, OOC) 1. For small gas storage (rated input S 75,000 Btu/hr), electric resistance and }seat pump water hoators, list Energy Factor. For largo gas storage water hoators (rated input >75,000 Btu/hr), list Rated knput, Rocovery Efficioncy and Standby Loss. For Instantanooua gas water heaters, list Rated Input and Rocovery Efficiency. For Instantaneous electric water hoators, list Rated Input. FAUCETS & SHOWER HEADS All faucets and showorhoads installed are listed in the Commission's Directory of Certified Faucets and Showerhoads, Pu rsuant l0 24, Part , Subchaptpoer �, Section 111. py Signature Date Plumbing Subcontractor (Co. Name) or General Contractor or Owner Revlsod January 1992 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 1360 Stanley Ave. Chico Number and StreetCity Butte County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13" Loose Fill Type Fiberglass Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R38 Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 fib, Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberalass Batts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fibera_lass Batts Thickness (inches) 6.5„ 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Brand Name Johns Manville Thermal Resistance (R -Value) R15 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. Item #s Signature, DateInstalling Subcontractor Co. Name Or -I — 8� QQ General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date Installinq Su contractor Co.Name) Or General Contractor (Co. ame) Or Owner Installing Subcontractor (Co. Name) Or General Contractor Co. Name Or Owner I,- 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 flail OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1/ N'i"✓ -U 1, 'Aot-s 1, 'SC /t_ V- _ J n ✓ A'&701,67 GC cue. ; .- a env) r t u LOn�G/ 9/ee.�✓ 1`/ ��/ i vJ �J -4-D L J`—B i U .jr 11 7 01 A Date 7` / 2 _ / Inspector S i� 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' 4 41) OWNER PERMIT NO.' A routine inspection indicates that the following violations of butte county Ordinances exist at the, above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I JIV DayY te Inspector REV 1d192 I. r 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 Date Inspector REV 10 2 OWNER PERMIT NO. j� ates that the following violations of butte county Ordinances exist at the A routi/yoave above ld be corrected. Please notice this office when correction of work is compleany questions pertaining to this matte, or need additional explanation, please immediately. r:n •UZ` � I Y s. Date Inspector REV 10 2 • .-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) APPLICATIONANDPERMIT 9E- "TIV-MId'07(PORT) ZONINGS jq IBUILDINGPERMITINE ERAIG AND JAN HARRIS TELEPHONE 342-1639 SO. FT. OCC. BUILDING VALUATION 1758 R 94932.00 OWNE"IUf ffRENO DR., CHICO CA 95926 857 U 15 426.00 RS ME cONiMER TELEPHONE 422 C 5,486.00 CONTRACTORS MAILING ADDRESS CONST�RTUCTIOO�N LENDER Fireplace A 1,500.00 LENDERRSoMMMUNG ADDRESS Total Valuation $ 117 344.00 ARCHITECT OR ENGINEER LARRY WARNER LICENSE NO. C19689 Filing Fee $ 20.00 Permit Fee $ 702.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $496.63 BUL01360ESSTANLEY AVE. CHICO _ Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,202.13 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 63.00 USEOFSTRUCTURE SFyd 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: 2BR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 EOOV OR LESS Main Service 200A OR LESS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING // ` (� License Class A Lic. No. i/%Qp J 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 astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 Calif*ia, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with ComI wi h those provisions. � Q� X GQ.�J" Date _ _ Signature of pplicant - ❑ Owner Contractor ❑ Agen An OSHA permit is required for excava Ions ver 5'0" deep and molition or cons uction of structures over 3 stories in height. �� ��I�� G Main Service zoOA TO IOOOA 46.00 NEW CONST. DW %NG OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢FT: 91.93 R MULTI. T @7,50 SID. OUT CIRCUITS a R A OURET OWELEPPARATUS CIR. zo p ,.00 Ex. Occup. OUTLET OR FIXTURES flAL @ .50 --Ex. Occup. uT FIXEDrs R °E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 32T 25.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 66.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1,592.16 HAZ. D. FE IMP FLOOD CDF PARCEL PD U 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. ate ale Receipt No. vs t TA. Gf, (�. I WHITE-D.D.S.-B.O. CANARY -ASSESSOR I K -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I County Center Drive • Oroville, California '95965 • Telephone (530) 538-7541 PERMIT NO. 12 (Rev. 12/96) APPLICATION AND PERMIT z ASSE 17 NUMS d go Zo�N 0177701 �a&l BUILDING PERMIT O1NN . JTELEPH°"EOCC. BUILDING VALUATION OWNEi�B ClMILI DRF,e$ Cy•� c,ceA g 194 933- 1.54,26 CONTRAR'S NAME TELEPHONE 7 .� CONTRACTORS MARINO ADDRESS CONSTRUW Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 11173 sq ARCHTTE OR ENGINEER GI �� r LICENSE N Filing Fee $ 20.00 Permit Fee .� $ ARCHITECT OR ENGINOWS MAILING ADDRESS Plan Checking Feeeo api $ — SUILOING ADDRESS �P Energy Plan Checking Fee $ 1-3, Q(' $ Oil i cc� 2. 13 PERMIT FEE $ LOT No. ��� SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE - SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Jj C�0 Each aas water heater or vent 15.00 (� TYPE OF WORK New F Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 13 Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 All Q� Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service �. L`E S 23.00 ,3�.Q 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. ❑ 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 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure 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. Main Service 200A TO'tOooA 46.00 NEw CONST. OWEILING Occup. 3.5¢sO. OR ADDNS• ( a ACC. elms• FT. ° ppµp NDS - MULTI -OUTLET @7,50 BRANCH POWER APPARATUS a SINGLE ounrr cIR .00 EX. Occup. OUTLET OR FwruREB SAL O I.so Ex. Occup. O� M °� 5.00 Temporary Service 23.00 �— Mobile Home Facilities 20.00 Misc. Wiring 23.00 • °3 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling3 S~dC7 Hood 6.50 li Ventilation PERMIT FEt $ G ,� Mobile Home Installation Fee $ Energy Inspection Fee $ -YG .00 CONST. TYPE TOTAL FEE $ VT�hijsper�mft D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date. PERMIT EXPIRES ON provisions to do work paid. / 6 fe ReceiptNo. L "7 7 .0 WHITE-D.D.S.- .D. CAN Y -ASSESSOR PIN NSPECTOR GOLDENROD -APPLICANT �p Ic 0n Y E.H. USE ONLY Plot Plan Attached tS Floor Plan Attached Yr° R Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �rr�is /34o Sz"6Ave. 39-3y6 -6c)-7 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for . Other ?& X,,we . Hold final for: x•-44- L a.00rev as Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERM IT APPLICATION DATA SHEET b OWNER: �' �t 1 0 n . 'S ASSESSOR PARCEL NUMBER: Proposed Building Use: ,S i-- Building Inspector: Date: At time of permit application; I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted ------------------------------- E12. 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. D. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 6. nergy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------------ 118. ----------------------------------------------- ❑8. Hazardous Material Form. 119. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ Feesof $ -- ------{--a-3 � a-11---------------------------------------------------------- 214 (o fig 1 Z T Impact fees as shown on the attached schedule.----------------------------------------------------------------- 2? qg �- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 013. -------------------------------------------------------- ❑ . Flood elevation certificate.--------------��-,---__--------------------------- Sanitation and plot plan approval �!2 Health Department. 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- FOR �M ❑ 17. Planning approval for (A) Use: (B) Parking: ---------------- --------- Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- - ' Encroachment Permit for driveway (construction approval prior to occupancy). -- $ -- Z-7- 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- (Date) 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- ❑ Letter of signature authorization. --------------------------- ---------------------------------------------------- .Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ��Z7-. ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. C1 29. 1143 A, 1:1 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: --------------- t en you issue tl}VrW3� rocess as follows ❑ Mail to owner, ❑til to co actor. Telephone and hold for pickup at f0 U► ce. ❑ Deliver with inspector. Applicant: c Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ ther: Date: By: 1. Index permit application for the above items numbered:NZ—W )Vlan Check List 2. Additional items required: Contractor, desigrierjweer, was advised of the above required data by ❑ phone, QQnail, ❑ Building Division counter, by ate: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by ate: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, vim advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di 'sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on ho d in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. ,-l.Y '-y'177jn:` ��yr{1�`{T fk_ �; � f�'`h'•'{^K'yl,� �.�'rY iJ ��.`Y'.,., Jr.• wY� �� ��ir `��t R ; �� ` � � .' �� , .. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER rot 1 Q To n / I a et l PROPOSED BUILDING,USE%C� PI . BUILDING_ PERMIT FEES - Balance Due ................ $ �J� . -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES C (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ Q�D. $ • Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - _ $ #Units Amt. Commercial (sq.ft.) x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89:00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) n^.E a?9 3�oa9lG� Pa 19811 RECEIPT # DATE REC ' 24A&GA 1171 [q:$ 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. tJ2.Vt�"' APPLICANT DATE l% — pi 9� Pursuant to Government Code ection 66020; you are heceby`notified'that items 2,3,4,5;6,8,9, and. 10 above may -have been imposed on your _ project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) A-- ;i,T• f# y.� ^ c.a{ kms:', r ` r �� ,., _,� y^s "Y1 Yk— Y!� :?: 1 �F�• �f' k •. �( ;•s n v"iv: '., COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLEt6 95965 TELEPHONE (916) 538-7541 OWNER it QA 10 (* 00 r) PROPOSED BUILDINGVUSEt SCHEDULE OF RECEIPT OF FEES jj`'� ✓ �i f f lia rt A.P. It ' e 0 `-� DATE / i 1. BUILDING PERMIT FEES li -- Balance Due ................ $ ► �� Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $. 2. SCHOOL -DISTRICT FEES 1 1'7 �..�-f t C j (paid at District Office) 63. SHERIFF FEES (paid at Building Division); Residential .. , ..... 6360 .00 - $ •� Units Commercial (sq.ft.). , . x $0.03 = $` Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ .4f #Units Amt. Commercial (sq. ft.) .. x _$ .y Sq. Ft. Amt. RECEIPT # �ZotA 2441064 DATE REC 94..461— /2?�Z. i, 1(y 5. RECREATION DISTRICT FEES (paid at District Office) .a 6. THERMALITO DRAINAGE DISTRICT FEES S510.00 (paid at Building Division) t i 7.. SRA FIRE INSPECTION AND PLAN CHECK ' { $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) i= $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. , APPLICANT �� . �,�;,(,�i% l + aDAPE Pursuant to Governmenr-Codeection 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which'you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copp,— Applicant, 3rd Copy Owner (��{� �ri 2) j t L 7, l I a .. y OROVILLE I �� LAND DEVELOPMENT r / (BUILDI;N)ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No._2a 34z - /6 31 OWNERS 01 / ,, NAME__ � –c� rn S �Q v l NUMBER '� PT LAST NAME FIRS r® ADDRESS / LOCATION: f COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES - NO COMMENTS/CONDITIONS: y.(OW 39-39-95/8 5pur/S4"LG BY. 6RAIT DC-eD 97- Z&ciO3 MAP INFORMATION: DATE OF RECORDING: LOT _g S BOOK 1 PAGE COMPLIANCE WIH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): V YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to . _XB. Meet parcel size required by zone. �<C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIMON UNLESS OTHERWISE NOTED. x1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all eAsting wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordapoe .with thq,National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. LAND DEVELOPMENT (;;;)ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Penult No.OWNE • lr�T �Jc NAME RS r �� { �� CQ NUMBER " PRIJAVIT LAST NAME FIRS ADDRESS / LOCATION:. COUNTY ZONING ` DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: 1 RESOLVE PROBLEMS PRIOR TO APPROVAL- PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO ti: COMMENTS/CONDITIONS:J(C �9-39-95�8io Sj�U f�S�LE BY. �R>lT bED..-`� 7- 2l09�3 MAP INFORMATION: DATE OF RECORDING: LOT -&j BOOK �i PAGE S COMPLI,ANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED. PRIOR TO BOOK 17 OF MAPS AT PAGE 23); V YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to XB. Meet parcel size required by zone. >�C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWS/ON UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all e)asting wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance nth 'the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department spedfications, serves the parcel. COPY of Document Recorded Coll 27 -Jul -1998 1998-0031735 AND WHEN RECORDED.NLUL TO: Has not been compared with original BUTTE COUNTY BUILDING DIN-ISION Butte COUNTY RECORDER 7 COUNTY CENTER DRr%-7E ORON ILLE CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal,',necessary farm opeiations. All that real property situate in the County of Butte, State of California, described as follo«s: n 45.N kt 7"'l cc4-i.. 4 -'>_0 O4 n7' Siv arca Ari of /,-f 91l Sf ry 4y 4307fe CacJ4 .0 LIJA 12, C/A Nlecoll�je,.m`'.�`�*e ice -e Cock 1 _of SOW "So`� k��t� OX/ J6N.vQ�:. (/ /civ t� SAI va Date: PROPERTY OWNERS: 7-,77- Fr State of California ) County of ) personally appeared C rL( (Ayl t� - 4a'}r1 S �Ccj--B'1.Ct 5� V S -- per nally knowi o me (r proved to n the basis of satisfactory evidence to be the persons) whose ame(s) ' re ubscribed to the within instrumentacknowledged to me that l e/s hev executed the same in Ksn their uthoriz-e capacity(ies), and that by `1�- . 6 signature(s) on the instrument, t e persons) or the entity upon be of which the persons) acted, executed the Instrument.MINDY BROWN WITNESS my hand and official seal. i°""'ti COMM. # 1175985 •� NOTARY PUBLIC •CALIFORNIA BUTTE COUNTY COMM. EXP. MARCH 12, 2002 SiQnatureM/Lbbi (V K /pat• i NOTE TO RECORDER: DO NOT RE(Y)RD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on theother' side of this form. The legal description is the narrative description of the property - which will beoh your deed. If you don't have access' to the deed, the Recorders Office can provide this information.::.(The description may be handwritten or typed.in the space provided or attached on a separate sheet.is more space is required)... 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) 0 j r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District A.P. Number Property Owner it p9-RiU —DO+ Jurisdiction: a Cit Property LocationM Building Department No.• ; ` AM— %. --I M — f City County Building Department Representative Sq. Footage Q� (Group R) Sq. Footage (including Exterior Roofed Areas) 7_a-7_ y� Date J ! _e y (Fl�l0000rrJ�Plans `rrew'viewed by School District Personnel District Identification No. (,,,�(�[�,�•,J _, _� School District certifies that T � Ile '^ r (Applicant) (Street Address) '* �if O A C,' (City) has, complied with the requirements of Resolution. No. representing �'J square feet. School District Representative Paid by Check # Remarks: (Phone Number) (Staatt�e) (Zip Code) by payment of $ 3�3� a r1116 5 TIGATION $ '17T9 Date 1 11 Nodbe: You may, protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this projact.is being reviewed under the California Environmental Quality Act (CEQA), this.project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm.` /305—,otap(z )eci Subdivision .9L . .r Lot No. Residential Development 't. No of Living Mobile Home Addition «) Units Installation Commercial/Industrial F .r New Addition Building Department Representative Sq. Footage Q� (Group R) Sq. Footage (including Exterior Roofed Areas) 7_a-7_ y� Date J ! _e y (Fl�l0000rrJ�Plans `rrew'viewed by School District Personnel District Identification No. (,,,�(�[�,�•,J _, _� School District certifies that T � Ile '^ r (Applicant) (Street Address) '* �if O A C,' (City) has, complied with the requirements of Resolution. No. representing �'J square feet. School District Representative Paid by Check # Remarks: (Phone Number) (Staatt�e) (Zip Code) by payment of $ 3�3� a r1116 5 TIGATION $ '17T9 Date 1 11 Nodbe: You may, protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this projact.is being reviewed under the California Environmental Quality Act (CEQA), this.project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm.` SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGP ER: fig— / �✓ f'3 PLAN CHECKER: A P. NUMBER: e)-3?—,35P0-002 GENERAL,. er Zoning requirements: (side yards and number of permitted living units). r Y Valuation. i3' Plans signed by designer. A! Proper description of work on application. Existing violations on property. IP Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: r Complete parcel size and dimensions. 2' Setbacks, side yards, easements, etc. r Other buildings or structures. 41, Grading, fills and/or drainage. e' Flood hazard. j5- Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). 7!' F.A.U. & F.A.S. road setback. 2! Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). / Required windows for second exit (Section 310.4). 8. Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Sl! Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 16. Garage firewall, door size and closer (Section 302.4). Yf Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. lfiSmoke detectors (Section 310.9.1). jW Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAII,S: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. �^ Foundation plan complete enough to construct building. ' Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. y Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. 1 Stud heights. J3-"- Adobe soils - special foundation design. 1� Retaining walls requiring design. Special Inspection requirements. bbd Header size. Sheetrock nailing inspection required? 11 ' July 1996 - 3,2 11 MfSCELLANEOUS ITEMS TO A OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). /2. Guardrail details (Section 509). r3' Brick or stone veneer (Section 1403). ,. Exterior,plaster - weep screeds (Section 2506). , Proper roof pitch for roof covering (Section 1501). fT Roof covering type - (fire hazard). ,7. 'Foam insulation - protection. A' 36" halls and stairways. A- Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. ' Two exits on three - story dwellings (Section 1003). Y Underfloor access and ventilation (Section 2317.7). 12- Attic access and ventilation (Section 1505). 1,! Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. 1•fr. Flashing at all exterior openings. 0'. C.D.F. responsible area requirements. July 1996 3.3 July 23, 1998 0. ,gatte C LAND OF NATURAL WEALTH AND BEAUTY Craig and Jan Harris����D 574 El Reno Drive &;2645- Chico, CA. 95926 C111916, gv`f70 Assessor Parcel Number,: 39-390-007 Building Permit Number:-, 981443 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. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Energy certificate of compliance is not correct. The fenestration window area on the East and West sides does not have the correct amount of area. Provide revised energy. Contact Land Development (538-7266) t resolve problems with the parcel creation. Provide sanitation and plot plan approval from the Chico office of the Environmental Health Department. A!"' Provide the recorded copy of the Agricultural Acknowledgement Statement. 6," Complete and return the Butte County Schools Impact Fee Certification form. 6-1"'-, Sheriff fees: $360.00. 7! Balance of building permit fees: $1,037.11. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 1 LIMITED STRUCTURAL CALCULATIONS FOR . CuSTOI"1 SINGLE STORY RESIDENCE FOR BUTTE COUNT`; BUILDING DEPARTMENI,-� GRAIG � JAN HARR*PROVED OV%A\ JOB SITE APN: 03-9 - 3-90-- 007. STAN LEY AVF-. CHICO, CA �8-y443 A M� 1?oiJ,y_ wa A•E•C Fill C07Y GROUP ARCHITECTURE + ENGINEERING + CONSTRUCTION Larry J. Warner A.I.A., ARCHITECT 5�U ARC�I? 574 MANZANITA AVE., SUITE 4 �cy� S�IiE$ CHICO, CALIFORNIA 95926 916-892-8008 p. C 19689 REN. 7.3199 OF CAti�/ BUILDING DEPARTM Ely __ _ _ _ P-F-tO-V-ED.-. BUILDS DE ART -P m 11 G>I,.3 -cc:) Iia �i APPROVED AT 1-A A CL Sr 4 (2)' Mjr-3 ---------------- -77- 57 QjO e, I w 44� 4-a 4-b -C!5) l�7r�rLz�.,L U Y 0u7 BurrE couNr. BUBLDIPlQ DEPARTMENT APPROVED PROJ. NO. PANEL GRID WALL SEG. LINE SEG. LGTH 1 a 294 C-1 b 2103 B C-1 5'-6 9 c-2 3'-6 294 d-1 8'-0 1992 d-2 3'-6 2 a N/A B b c c d d e e f f a 3 a N/A b. c c d d e e f f a SHEAR WALL SUMMARY DATE SHEET OF LOAD PANEL PANEL H.D. H.D. NOTE PLF TYPE No. LOAD TYPE 294 C-1 9 2103 B 294 C-1 9 2192 B 294 C-1 9 1992 B 294 C-1 9 2192 B 4 a 27'-0 2e& 2$4 C-1 9 6g31cn A b c d C 1___ 44A4 ---A - 9rl, 285 Zai e 9 14M 1503 A f C-1 5 a 20&2o3 C-1 b 1450 WK ' A 162 C-11 3'-6 908 A c-2 8'-0 c-3 3'-6 f 6 a b 8'-9 c d e f 7. a N/A b c d e f 8 a N/A b c d e f 285 Zai C-1 9 14M 1503 A 2612a3 C-1 9 1,284 W -t A 20&2o3 C-1 9 1450 WK ' A 162 B4 6 908 A SHEAR WALL SUMMARY PROJ. NO. AAR852AD DATE JUNE 23, 1998 SHEET OF GRID WALL SEG. LOAD PANEL PANEL H.D. H.D. NOTE LINE SEG. LGTH PLF TYPE No. LOAD TYPE A 1 2 3 4-a 4'-0 270 C-1 9 1979 B 4-b 8'-0 270 C-1 9 1801 B 5 4'-0 270 C-1 9 1979 B B 1 N/A 2 3 4 5 6 C 1-a 3'-6 487 E 16 3738 D 1-b 3'-6 487 16 3738 D 2 4'-0 487 16 3716 D 4 5 3'- 487 E 16 3738 D 6 4'-0 487 E 16 3716 D D 1 N/A 2 3 4 5 6 E 1-a 3'4 275 C-1 9 2051 B. 1-b 3'4 275 C-1 9' 2051 B 2-a 2'-9 275 C-1 9 2075 B 2-b 5'-6 275 C-1 9 1954 B 3 8'-0 275 C-1 9 1843 B F 1 N/A 2 3 4 5 6 G 1 N/A 2 3 4 5 6 H 1 2 3 4 5 6 ALTERNATE SHEAR WALL SCHEDULE PAGE 9-A PANEL PANEL LOAD SHEATHING 1,2,5 EDGE FIELD A.B. SIZE & SILL 3,4 A -35F 6 TYPE No. PLF NAILING NAILING SPACING NAILING CLIPS A 1 100 1/2" GYP BIRD ONE SIDE 5d @ 7" 5d @ 12" 1/2" @ 72" 16d @ 12" 48" O.C. A_1 1-A 133 THREE -COAT STUCCO --. --•-__--•.-STD. •STUCCCO PER U.B.C.--.----- 1/2" (cD 72.... - . 16d (0 8" 36" O.C._- --� B 2 180 THREE COAT STUCCO STD. STUCCCO PER U.B.C. 1/2"648" 16d @ 6" 24."-(5. d. B_1 3 170 FOME- COR PER ICBO # 3335 ICBO REPORT #3335 1/2" @ 54" 16d @ 6" 30" O.C. B-2 4 175 1/2 x 4'x8' NAIL BASE FIBERBRD 11 G R.N. @ 3" 11 G R.N. @ 6" 1/2" @ 54" 16d @ 6" 30" O.C. B-3 5 200 1/2" GYP BOTH SIDES 5d @ 7" 5d @ 12" 1/2" @ 48" 16d @ 6" 24" O.C. B-4 6 200 3/8" CDX 6d @ 6" 6d @ 12" 1/2" @ 48" 16d @ 6" 24" O.C. B-5 7 270 FOME- COR PER ICBO # 3335 ICBO REPORT # 3335 1/2" @ 36" 16d @ 4" 18" O.C. & 1/2" GYP INTERIOR FACE 5d- �_... 5d-@ 12-------- C -------------- 8 310 1/2" CDX PLY - 10d @ 6" 10d @ 12" ----- ------.....------- ---- 5/8" @ 48" 16d @ 3' ----- - --.. 18" O.C. C_1 9 320 3/8" CDX PLY ONE SIDES 8d @ 4" 8d @ 12" 5/8" @ 48" 16d @ 3" 18" O.C. C-2 10 320 3/8" CDX PLY EXTERIOR 8d @ 6" 8d @ 12" 5/8" @ 48" 16d @ 3" 18" OIC. 1/2" GYP BIRD INTERIOR 5d @ 7" 5d @ 7" C-3 .............. 11 .... 400 •----- --- - 3/8" CDX PLY BOTH SIDES- .--_---.•__--__ --------- ...--------- ---... 8d @ 6" .-----..._---•-- 8d -x.12_'-_•_.--•- 5/8° qa 3 "_.-_ 20d-(0 3" ---_ 12'_ O.C. ----� ,- ------ --- D - -- - 12 - --- ---- 460 ------ ------------------------------------ 1/2" PLY EXTERIOR -------------------- 10d @_4 ------------- 10d @ 12" ----------------------------- 5/8" @ 30" --- 20d @ 3" ------------. 9" O.C. D-1 13 480 7/16" CDX PLY BOTH SIDES 8d @ 6" 8d @ 12" 5/8" @ 30" 20d @ 3" 9" O.C. D-2 14 480 1/2" PLY EXTERIOR 8d @ 4" 8d @ 12" 5/8" @ 30" 20d @ 3" 9" O.C. 1/2" GYP BIRD INTERIOR 5d @ 7" 5d @ 12" D-3 15 520 1/2" CDX PLY BOTH SIDES ..._- __ 8d.� 6°_- __• _- 8d @-12_'_ ..--- 5/8" ---- __-_•_-_-_--_-_--- ��- E - - ------ -- ----------- - - - ---------... --•--___ 16 600 1/2" CDX PLY EXTERIOR 10d @ 3" 10d@ 12" ----------------- 5/8" @ 24' (2) 16d @ 4' ----; 8" O.C. E-1 17 640 3/8" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 24" (2) 16d @ 3" B" O.C. E.2 18 700 7/16" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 18" (2) 16d @ 3" 6" O.C. F 19 770 1/2" CDX PLY EXTERIOR 10d @ 2" 10d @ 12" 5/8" @ 18" (2) 16d @ 3" 6" O.C. F-1 20 820 3/8" CDX BOTH SIDES 8d @ 3" 8d @ 12" 5/8" @ 18" (2) 16d @ 3" 6" O.C. F-2 21 900 7/16" CDX PLY BOTH SIDES --------------- 8d-� 3" ------------ Sd.(-12_'-_-----•- 3/4° (c� 24"----- (2) 20d --3_'•----5:'-O ---- _C_-- ------------ --- G ----------------- ------------------- ------------ 22 920 1/2" CDX PLY BOTH SIDES ----------------------------- 10d @ 4" 10d @ 12" ----- ----------- 3/4" @ 24" (2) 20d @ 3' 5' O.C. G-1 23 980 1/2" CDX PLY BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 20" (2) 20d @ 3" 5" O.C. G-2 24 1060 3/8" CDX PLY BOTH SIDES ................. 8d -Q 2°-__....___8d (-12_'--_---•.• 3/4".(o 18°_-----rt2) 16d-(cD.2_'..... 5:_O.C:--� '-------------- - H• - 25 ---------- 1200 • -------------------------------------------------------------------------------------- 1/2" CDX PLY BOTH SIDES 10d @ 3" 10d @ 12" ----------------••------•-----•-----•-----• 3/4" @ 18" (2) 16d @ 2" 4" O.C. H-1 26 1540 1/2" CDX PLY BOTH SIDES 10d @ 2" 10d @ 12" 3/4"@ 14" (2) 20d @ 2" 3"O.C. 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.5/8" T-1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A -35F CLIPS +4401/ EA. HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FTOOTING/SLAB HOLDOWNS SINGLE POUR 2500 PSI CONCRETE H.D. H.D. A.B. STEM NAIL / SCREW LOAD WOOD NOTE TYPE NAME TYPE WALL BOLT READ. CAPACTY MEMBER A LSTHD8 N/A 6" 24-16d SINKERS 1825 2-2x B STHD8 N/A 6" 24-16d SINKERS 2210 2-2x C STHD10 N/A 6" 28-16d SINKERS 2880 2-2x D STHD14 N/A 6" 38-16d SINKERS 4295 2-2x E PAHD42 N/A 6" 7-16d SINKERS 782 2x F HPAHD22 N/A 6" 9-16d SINKERS 1118 2X G HPAHD22 N/A 8" 12-16d SINKERS 1725 2x H PHD2 SSTB16 6" 10-SDS1/4x3 3285 2-2x J PHD5 SSTB20 6" 13-SDS1/4x3 4500 2-2x K PHD6 SSTB24 6" 18-SDS1/4x3 5585 2-2x L PHD8 SSTB28 6" 24-SDS1/4x3 7120 2-2x M HD8A SSTB28 6" 3-7/8" 7460 4x N HD10A . SSTB28 6" 4-7/8" 9540 4x O HD20A 11/4" 6" 4-1" 13380 6x Lateral Loading: Area, Height & Weight Data Date: June 241998 REV 11-18-98 Firm: AEC Group Job: CAR861 HA REV -1 By: Larry J. Warner A.I.A. FLOOR PLAN AREAS & SHEAR WALL GRID SPACING and Establish Grid Spacing loor Co raio 8 tE I Page 1 Front Roof Roof Block Area Overall Depth 2nd FI / Roof Roof Block Area Floor Block Area Perimeter Wall Overall Depth 1st Floor Floor Block Area Perimeter Wall Overall Depth Typical Overhang 2 Z= hRe= 72.8 Overall Depth of Roof at 2nd FI 620.8 846.6 503.7 738.675 378 72.8 Z= 3 hRe= ac e vRi 1 Left 3110 3 778.6 457.7 689.675 336 ear Wall Spacing 716 17 11.5 12.25 10.5 72.8 Z= 3.2 .,Back Roof 51.2 ioriz. dim. or 40% of ht. but not less than 4% 0.5 2nd FI/Rf 27 Gyp. Bd. R R Flooring 4 1st FI 0.5 Sheathing 1 1 Other Runs? y y Roof 3.5 13.7 Insulation 0.5 2:nd FI/Rf 5 R R R R Fill 1st FI 1 1 1 1 Roof 2:)d FI/Rf 24.3 R R R R 1st 1 1 1 1 Roof 2nd FI/Rf 10.5 R R R 1st A 1 1 1 Roof 2nd FI/Rf 6 R 1st A 1 Roof 2nd FI/Rf 1st A Roof 2nd FI/Rf 1st FI Front Roof Roof Block Area Overall Depth 2nd FI / Roof Roof Block Area Floor Block Area Perimeter Wall Overall Depth 1st Floor Floor Block Area Perimeter Wall Overall Depth Typical Overhang 2 Z= hRe= 72.8 Overall Depth of Roof at 2nd FI 620.8 846.6 503.7 738.675 378 72.8 Z= 3 hRe= 196.875 vRi 1 We= 3110 556.8 778.6 457.7 689.675 336 34.8 17 10.5 51.3 32 72.8 Z= 3.2 We= 51.2 ioriz. dim. or 40% of ht. but not less than 4% hRi= hRi= 444.375 Wi= Wi= 486.8 MaxQuake All Rights Reserved Q97.06W BUIL INnXC9.4 CODE 93 BOCA Right 94 SBCCI Roof Floor UBC 3lock Block Perim Overall krea Area Wall Width 722.3 67.25 614.3 22.75 67.25 Roof at 2nd FI 67.25 276.3 Typical 256.3 39 OH 2 1476 HzProi 1379 28.25 hRe= 509.3 205.2 467.3 27.5 hRi= 126 486 102 17 WI Area We= 51.2 W►= 531.2 Roof Area -Establish Floor to Floor vRe Roof Roof vRi 1 Roof Area 3110 Floor Area 2 WI Perimeter 0.5 vRe 1585 vRi 2086 Floor Area 2819 WI Perimeter 280 X ©1995 Archforms Ltd. Lateral Load Analysis & TYPICAL DEAD LOADS -Establish Floor to Floor -Establish Dead Loads (lbs)- Roof Roof Roof Interior Wall 1 Roofing 2.5 Gyp.Bd 4.4 Sheathing 1.7 Framing 2 Framing 2.5 Int. Finish 0.5 Snow Other 2.8 6.7 6.9 Ceiling -Establish Floor to Floor and Roof Heights Me Roof Roof Insulation 1 Exterior Wall Height Framing 1.5 Ezt Finish 7 Gyp. Bd. 2.8 Shear 1.5 Other 1st Floor Framing 2 5.3 Insulation 0.5 Floor Gyp. Bd. 2.2 Flooring 4 Int .Finish 0.5 Sheathing 2.3 Other Runs? y y Framing 3.5 13.7 Insulation 0.5 Other 10.3 FLOOR HEIGHTS & WIND AREA -Establish Floor to Floor and Roof Heights Me Roof Roof Floor Pitch Height Height X112 Roof 6 - 9 2rrd FI/Rstipf g 1st Floor Ist FI Slab: Y? average ht. 0.1 Crawl Sp/smB oun a ion Wind Ht.(a)Ridge 17.05 Wind Ht.(cDGable 12.55 Ridge F to B L to R Mean Roof Ht. 12.6 Runs? y y Lateral Load Analysis Page 2 MaxQuake 01995 Archforms Ltd. Date: June 241998 REV 11-18-98 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: CAR861 HA REV -1 By: Larry J. Warner A.I.A. I 097.06W Construction Design Software SEISMIC LOADS UBC Zone Map Fig. 16-2 P=gslwCeCg •Establish Dead Loads• Figure 16-1 Vp 75 Section 1614 Mat. Weights 2nd Floor 1st Floor Iw=1 Base Level Item DL(psf) Area (sf) DL(lbs) Area(sf) DL(lbs) Area(sf) DL(lbs) Wt Roof 6.7 3109.98 20836.8 0.1031 Wt Ceil 5.3 2818.78 14939.5 lbs Wt Ext WI 13.7 2240.8 30699 14.005 191.869 Wt Int WI 6.9 2818.78 28187.8 Wt Floor 10.3 2818.78 29033.4 Sum 2nd Sum 1st 123696 Base 191.869 interior wall default: 10 psf of floor area Sum 2nd,1 st 8 Base 123888 -Distribute Weights to Various Levels• Tnbutary Weiqht Wt Roof 2nd Wt Ceil 2nd 1/2Wt Ext WI 2 Wt Int WI 2 Wt Floor 2 Wt Roof 1st Wt Ceil 1 1/2 Wt Ext WI 1 Wt Int WI 1 Wt Floor 1 1/2Wt Ext WI Bsmt Wt Ceil Bsmt Line Sum 51125.8 72762.5 -Determine Base Shear - UBC Formula (28-1) Roof 2nd FI 1st FI Wt Line Line Line Sum -Distribute Shear to Various Levels- SBCCI 1607.4.2 UBC formula (28-8) Force at Level x = V (Wtx)(Htx)/Sum(Wti)(Hti) BOCA 1612.4.2 Ft assumed = 0 Ht is measured from plate to foundation Wt x Ht x (Wt)(Ht) Fx Roof 2 2nd FI/Roof 1 51126 8.1 414119 12555 1st Floor 72762 0.1 7276 221 Sum 123888' 8 421395 12776 WIND LOADS -Wind Pressure - UBC Zone Map Fig. 16-2 P=gslwCeCg 0.3 Figure 16-1 Vp 75 Section 1614 Ex C Table 16-K Iw=1 Table 16-F qs 14.5 Table 16-G Ce 1.06 Table 16-H, #2 hCq 1.3 Table 16-H. #2 vCa -0.7 20836.8 20836.8 Hz. Force (psf) Ph= 20 14939.5 14939.5 Vt. Force (psf) Pv= -10.76 15349.5 15349.5 30699 28187.8 28187.8 -Total Wind Load In Each Direction At Each Level (lbs) - 29033.4 29033.4 Trib Area F to B Trib Area L to R Wind Load 191.869 End Z Inter Z SumP'At End Z Inter Z SumP'At F to B L to R Zone 3 Zone Map Fig. 16-2 Z= 0.3 Table 16-1 Ip= 1.0 Table 16-K C= 2.75 Formula (28-2) Rw= 8.0 Table 16-N (Tied to Pg 9) V= ZlpCW/Rw Uplift -39,487 -39,487 V/W= 0.1031 V= 12776 lbs For used BOCA 7E Roof 2 123888 Roof 1 197 444 12,813 205 486 13,811 2nd FI 18,188 19,629 1st Floor 51 487 10,750 51 531 11,637 5,442 5,891 Up Roof 2 - Uplift Up Roof 1 1,585 2,086 Uplift -39,487 -39,487 GOVERNING LATERAL LOADS •Maximum Total Load In Each Direction At Each Level (lbs) - Front to Back Governs Side to Side Governs Roof 2 2nd FI/Roof 1 18,188 Wind 19,629 Wind 1st Floor 5,442 Wind 5,891 Wind ipendix A (below) Shear Wall Segments Data, Lines 1-8 Page 3 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: June 24 1998 REV 11-18-98 Firm: AEC Group Job: CAR861 HA REV-1 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Line 1 I Line 2 ILIne 3 ILine4 Line 5 1 Line 6 Line 7 1 Line 8 Segment (Seg) names a-g appear to show possible quadrants (q). Remove Segs not used. Move and add 1,2... to denote multiple (m) seg's in a quadrant, ie., U. Sea Variables La: Sec I th. Ht: Sen h ht from bld. data). B: Bearin Wall? 8= es. Ell: Ext. or Int. Wall? E=Ext 1=Int. S: Stacked Sea Q. bove same row. m & s I-q. 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level m Lg Ht B Ell q&rn Lg Ht B Ell q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht BE/[ m L Ht B Ell q&m Lg Ht B Ell q&rn Lg Ht B E/I 1,2,3.. Wall Lines Run From Front to Total Lgth _ Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Back 1st Seg all Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level Iq&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B Ell S m L Ht B Ell S Q&m La Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B E/I S a 27 8 Y E a 8 a 8 b 8 b 8 b 8 b 8 b 8.8 8 Y E c-1 5.5 8 Y E c 8 c 8 c 8 c-1 2.7 8 Y E c-2 3.5 8 Y E d 8 d 8 d 8 c-2 9 8 Y E d-1 8 8 Y E e 8 e 8 c-3 3.5 8 Y E d-1 3.5 8 Y E 21 Total Lgth Total Lgth Total Lgth 27 Total Lgth 15 Total Lgth 8.8 Total Lgth Total Lgth Total Lgth load trans to adj line load trans to A line Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level Iq&m Lg Ht B E/I Sq&m Lg Ht B E/I S q&m Lg Ht B E/I S m L Ht B Ell S q&m Lg Ht B E/I S m L Ht B E/I S q&m Lg Ht B E/I S q&rn Lg Ht B Ell S a 38 O Y E S a 0 S a 32 O Y E S b 5 0 S b 0 S b 0 S b 0 S b 0 S c 35 0 YES c 0 S c 0 S c 0 S c 24 0 YES d 0 S d 0 S d 0 S e 6 o S e 6 0 S 35 Total Lgth 11 Total Lgth 6 Total Lgth 38 Total Lgth 24 Total Lgth 32 Total Lgth Total Lgth Total Lgth Shear Se ment Hei ht/Len th ratio is limited to 3.5/1 for edge blocked anel. 'HUL > 3.5 limit' appears if exceeded. See Code Ch.16 for HYLq limits for other assemblies. P' Shear Wall Segments Data, lines A-H Page 4 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: June 24 1998 REV 11-18-98 Firm: AEC Group Job: CAR861 HA REV-1 By: Larry J. Warner A.I.A. 097.06W Construction Design Software Line A I Line B ILine C I Line D Line E JUne F I Line G ILine H Segment (Seg) names 1-7 appear to show possible quadrants (q). Remove Segs not used. Move and add a,b... to denote multiple (m) seg's in a quadrant, ie., 2b. Sea Variables: L : Se I th. Ht: Seq h ht from bld. data). B: Bearin Wall? - B= es. Ell: Ext. or Int. Wall? - E=Ext 1=Int. S: Stacked Se above same row, m & <_ L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B E/I q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell m L . Ht B Ell A,B,C.. Wall Lines Run From Side to Total Lgth _ Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Side 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m• Lq Ht B Ell S q&m Lg Ht B E/I S m L Ht B E/I S q&m Lg Ht B E/I S 1-a 3.5 8 Y E 1 8 1-a 3.3 8 Y E 2 8 1-b 3.51 8 Y E 2 8 1-b 3.3 8 Y E 2 8 3 8 2 4 8 Y E 3 8 2-a 2.8 8 Y E A-a 4 8 Y E 4 8 3 8 4 8 2-b 5.5 8 Y E 4-b 8 .8 Y E 5 8 4 8 3 8 8 Y E 5 4 8 Y E 5 3.5 8 Y E 6 4 8 Y E 16 Total Lgth Total Lgth 19 Total Lgth Total Lgth 23 Total Lgth Total Lgth Total Lgth Total Lgth load trans to adj line load trans to adj line load trans to adj line Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lq Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&rn Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B Ell SQ&m Lq Ht B E/I S q&rn Lg Ht B E/I S 1 67 0 Y E 1 0 S 1 45 0 Y E 2 29 0?? S 2 0 2 0 S 2 0 2 17 0 S 3 0 S 3 0 3 0 S 3 0 4 23 O Y E S 4 0 S 4 0 4 12 0 S 5 0 S 5 0 S 5 0 23 Total Lgth 29 Total Lgth 67 Total Lgth 12 Total Lgth 45 Total Lgth 17 Total Lgth Total Lgth Total Lgth Shear Segment Hei ht/Len th ratio is limited to 3.511 for ed-e blocked anel. "HVL > 3.5 limit" appears if exceeded. See Code Ch.16 for HVLq limits for other assemblies. Lateral Load Distribution & Overturning Moment Page 5 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: June 24 1998 REV 11-18-98 Firm: AEC Group Job: CAR861 HA REV -1 By: Larry J. Warner A.I.A. 097.06W Construction Design Software Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= W/ft= if "v ,-snow RM= if "vP.67 "s".85 OTM= if SYk Vnet*ht Vadj= V= SumV= Distrib trib fl A/Sum flA trib W A/Sum WA Sum lev. vftrib area Wt/ft*L 2/2k SumV*Ht*LQ17Lq SumV from ad' Ln Ln%*Vmax SorW Vad'+Vabv+V 2nd % S/W % S/W % S/W % SM % S/W % S/W % SM/ % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 2nd level V 2nd Ievel.V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V I%S79- Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st 9.98 11.9 % S/W 23.6 24.5 % S/W 21.7 21.2 % S/W 20 17.7 % S/W 18 16.9 % S/W 6.08 7.81 % S/W % S/W Level Seg Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Wind a 134 32.5 61.4 a 24 a 24 18,188 b 24 b 24 b 24 b 24 b 134 3.41 11.4 c-1 134 1.35 12.9 c 24 c 24 c 24 c-1 134 0.32 4.33 c-2 134 0.55 8.22 d 24 d 24 d 24 c-2 134 3.61 14.6 d-1 134 2.85 18.8 a 24 a 24 c-3 134 0.55 5.68 d-1 134 0.55 8.22 Vadj line 2 3.85 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 4.46 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 V above V above V above V above V above V above V above V above 1st level V 2.16 1st level V 4.46 1st level V 3.85 1st level V 3.21 1st level V 3.08 1st level V 1.42 1st level V 1st level V W Sum V 6.02 w Sum V w Sum V w Sum V 7.67 w Sum V 3.08 w Sum V 1.42 Sum V Sum V Base % S/W 9.88 11.9 % S/W 23.7 24.5 % SM 21.9 21.2 % S/W 20.4 17.7 % SM 18.2 16.9 % SM 5.96 7.81 % S/W % SO Level Seg Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Wind a 156 74.9 62.3 a a 46 15.7 0.04 5,442 b 45 0.37 0.06 b b b b 11.5 c 156 63.6 0.06 c c C c 156 30.6 0.09 d d d e 45 0.54 0.07 a 45 0.54 0.12 Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 V above 6.02 V above V above V above 7.67 V above 3.08 V above 1.42 V above V above Bsmt level V 0.65 Bsmt level V 1.34 Bsmt level V 1.15 Bsmt level V 0.96 Bsmt level V 0.92 Bsmt level V 0.42 Bsmt level V Bsmt level V W Sum V 6.66 w Sum V 1.34 w Sum V 1.15 w Sum V 8.63 w Sum V 4 w Sum V 1.84 Sum V Sum V O Lateral Load Distribution & Overturning Moment Page 6 M:axQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: June 241998 REV 11-18-98 Firm: AEC Group Job: CAR861 HA REV -1 BY: Larry J. Warner A.I.A. Q97.06W Construction Desion Software Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= WIft= if "W', -snow RM= if "W .67,"s".85 OTM= if SYk Vnet*ht Vadj= V= SumV= Distrib trib fl AISum flA trib W A/Sum WA Sum lev. wAtrib area WUft*LCIA2/2k SumVHt*Lqt7LA SumV from ad' Ln Ln%*Vmax SorW Vad'+Vabv+V 2nd % SMI % SMI % SMI % SM! % SMI % SMI % SMI % SM/ Level Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seg Wlft RM OTM Se W/ft RM OTM Sea W/ft RM OTM Se W/ft RM OTM Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G 2nd level V/ft 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st % SMI 11.6 18.5 % SMI 16.1 22 % SM. 28.2 20.1 % SMI 31.9 23.9 % SMI 10.2 11.3 % SMI 2.03 4.12 % SMI % SMI Level Seg WIft RM OTM Seg WIft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Seg WIft RM OTM Se W/ft RM OTM Wind 1-a 134 0.55 13.6 1 24 1-a 134 0.49 7.32 19,629 2 24 1-b 134 0.55 13.6 2 24 1-b 134 0.49 7.32 2 24 3 24 2 134 0.71 15.6 3 24 2-a 134 0.35 6.14 A -a 134 0.71 8.63 4 24 3 24 4 24 2-b 134 1.35 12.1 4-b 134 2.85 17.3 5 24 4 24 3 134 2.85 17.6 5 134 0.71 8.63 5 134 0.55 13.6 6 134 0.71 15.6 Vadj line B 0.67 Vadj line A or C Vadj line B or D 5.06 Vadj line C or E Vadj line D or F 4.08 Vadj line Eor G Vadj line F or H Vadj line G V above V above V above V above V above V above V above V above 1 st level V 3.64 1 st level V 4.31 1 st level V 3.95 1st level V 4.69 1 st level V 2.22 1 st level V 0.81 1 st level V 1st level V W Sum V 4.31 w Sum V w Sum V 9.01 w Sum V w Sum V 6.31 w Sum V Sum V Sum V Base % SMI 10.9 18.5 % SMI 15.4 22 % SMI 29 20.1 % SMI 32.7 23.9 % SMI 10.1 11.3 % SMI 1.81 4.12 % SMI % SMI Level Seg WIft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg WIft RM OTM Se W/ft RM OTM Se W/ft RM OTM Seg WIft RM OTM Seg WIft RM OTM Wind 1 156 233 1.02 1 1 156 105 0.7 5,891 2 45 12.5 0.13 2 2 2 2 45 4.3 0.02 3 3 3 3 4 22 3.88 0.11 4 4 4 45 2.23 0.14 5 5 5 Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G V above 4.31 V above V above 9.01 V above V above 6.31 V above V above V above Bsmt level V 1.09 Bsmt level V 1.29 Bsmt level V 1.19 Bsmt level V 1.41 Bsmt level V 0.67 Bsmt level V 0.24 Bsmt level V Bsmt level V W Sum V 5.41 w Sum V 1.29 w Sum V 10.21 w Sum V 1.411 w Sum V 6.981 w Sum V 0.241 Sum V I Sum V Shear Wall and Hold Down Requirements Page MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: June 241998 REV 11-18-98 Firm: AEC Group Job: CAR861 HA REV -1 By: Larry J. Wamer A.I.A. Q97.06W Construction Design Software Line 1 ILine 2 1 Line 3 ILine4 Line 5 Line 6 Line 7 Line 8 Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Minimum required Hold Down HD Type) "Delta Number' selected from Hold -Down and Wall S ap Schedule on Pacie 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg U Ilft Type Se 'U lift Type Seg Uplift Tye Seg Uplift Tye Seg Uplift Type Seg Uplift Type 1,2,3.. Wall Lines Run From Front to Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Back Wall Tye Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Roof Uplift from Side to Side Winds resisted by Left and Ri ht Ext. Walls U lift(pIQ Rf 2 @ Ext WI Uplift Detail @ Rf 2 & Ext VVI NA 1st HD HD HD HD HD HD HD HD Level Seg U lift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 1,071 0 H3 b 908 0 H2 c-1 2,103 0 H7 c-1 1,503 0 H5 c-2 2,192 a H7 c-2 1,221 A H3 d-1 1,992 0 H6 c-3 1,466 0 H5 d-1 2,192 A H7 Shear(plf) A 294 Shear(plf) Shear(plf) Shear(plf) A 284 Shear(plf) A 203 Shear(plf) A 162 Shear(plf) Shear(plf) Wall T e 0 4 Wall T e Wall T Wall T e A 4 Wall T 0 6 Wall Type A 6 Wall Type Wall Type Roof Uplift from Side to Side Winds resisted by Left and Right Ext. Walls Uplift (plf) Rf 1 @ Ext WI 176 Uplift Detail @ Rf 1.& Ext WI A U Straps/Hold-Downs and Collectors must run continuous throw h the Wall below to the Foundation. If no Wall below, tie to Beams, sized for Hold -Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Up lift Type Seg Uplift Type Seg Uplift Type a a b c c e e Shear(plf) 0 190 Shear(plf) A 121 Shear(plf) 0 192 Shear(plf) A 227 Shear(plf) 0 164 Shear(plf) 0 58 Shear(plf) Shear(plf) Wall Type 0 6 Wall Type e 6 Wall Type e 6 Wall Type 0 6 Wall Type A 6 Wall Type 0 6 Wall Type Wall Type Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) / Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth). :j Minimum required Shear Wall Construction for Wall Type Symbol is selected from Shear Wall Schedule on P e 9. L31 Shear Wall and Hold Down Requirements Page 8 MaXQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: June 241998 REV 11-18-98 Firm: AEC Group Job: CAR861 HA REV -1 BY: Larry J. Wamer A.I.A. Q97.06W Construction Desian Software Line A ILIne B ILIne C Line D Line E Line F Line G Line H Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Minimum re uired Hold Down HD Type) "Delta Number' selected from Hold-down and Wall S Schedule on Paqme 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift T pe Seg Uplift Tye Seg Uplift Type Seg Uplift Type A,B,C.. Wall Lines Run From Side to Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Side Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Roof Uplift from Front to Back Winds resisted b Front and Back Ext. Walls U ift(pM Rf 2 0 Ext WI Uplift Detail 0 Rf 2 & Ext WI NA 1st HD HD HD HD - HD HD HD HD Level Seg Uplift Type Seg Uplift T pe Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift Tye Seg Uplift Type 1-a 3,738 A H16 1-a 2,051 A H7 1-b 3,738 A H16 1-b 2,051 A H7 2 3,716 A H16 2-a 2,075 A H7 A -a 1,979 A H6 2-b 1,954 A H6 4-b 1,801 A H6 3 1,843 A H6 5 1,979 A H6 5 3,738 A H16 6 3,716 A H16 Shear(plf) A 270 Shear(plf) Shear(plf) A 487 Shear(plf) Shear(plf) A 275 Shear(plf) Shear(plf) Shear(plf) Wall Type A 4 Wall Type Wall Type A 3 Wall Type Wall Type A 4 Wall Type Wall Type Wall Type Roof Uplift from Front to Back Winds resisted by Front and Back Ext. Walls Uplift(plf) Rf 1 @ Ext WI 190 ' Uplift Detail @ Rf 1 & Ext WI A V Straps/Hold-Downs and Collectors must run continuous throw h the Wall below to the Foundation. If no Wall below, tie to Beams, sized for Hold -Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type. Seg Uplift Tye Seg Uplift Tye Seg Uplift Type Seg Uplift Type 1 1 2 2 4 4 Shear(plf) A 235 Shear(plf) A 45 Shear(plf) A 152 Shear(plf) A 115 Shear(plf) A 155 Shear(plf) A 14 Shear(plf) Shear(plf) Wall Type A 6 1 Wall Type A 6 1 Wall Type A 6 1 Wall Type A 6 1 Wall Type A 6 1 Wall Type A 6 1 Wall Type 1 Wall Type Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) / Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth). Minimum required Shear Wall Construction for Wall Type Symbol is selected from Shear Wall Schedule on P 9. E Shear Wall and Hold Down Schedules Page 9 MaxQuake ©1995 Archforms Ltd. Date: June 241998 REV 11-18-98 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: CAR861 HA REV -1 By: Larry J. Warner A.I.A Q97.06W Construction Design Software SHEAR WALL OPTIONS: Place an "X" in the appropriate green shaded block. Select only one option under each heading. Hold -Down Special Zone Hardware Mfg. Wall Framing Material Shear Wall System PIy/PB Wall Sheathing Fasteners X No X Simpson X Doug Fir or So.Pine X All Plywd or PB X 318"ort/2" CD or 2MW X 8d Com Los Angeles Harlen Hem Fir (s.gray.<.49) Gyp,Stucco or Ply 318"ort/2" Struc 1 10d Com Kant/Silver 12 ga Steel Masonry 318"ort/2" CD o/GB 14 ga Staple Other (See Apx.C) Other 16 ga Steel Stl. X brace 3/8"ort/2" Struc I o/GB No.7 Screw To Customize, Overwrite Schedule or See Apx. C Other Other Other Sheathing/Fastener Combo (See Apx. C) Wall Hold -Down and Stran Schedule Hold -Down Max Min. Wall Foundation Bolt Type Load Sheathing Nail Bolts Nail Lag Symbol Uplift Post FI to FI Anchor Type Bolt GF:900 GF:120 GF:478 GF:450 lbs. Size Strap Straps HD Dia. Note 1,2 Note 2 48"oc wllath 60"oc 8"oc use hold-down across from symbol A 6 260 112" Ply 6" 36"oc 4"oc NA up to 310 use the hold-down listed or any below 12"oc A H1 755 2x LSTA12 2,4 A 2 640 112" Ply 2" 14"oc 7"oc A H2 1,055 2x LSTA18 FSA 5"oc A H3 1,295 2x LSTA24 5,6 A 22 1,280 ea side 112" Ply 2" 6"oc 3"oc A H4 1,370 2x MSTA24 A H5 1,685 2x MSTA30 LTT20 112" A H6 1,995 2x MSTA36 PAHD42 4 3x framing at all panel edges w/ nails at less than 2" oc., stagger, min .112" from edge. A H7 2,520 2x ST6224 A H12 2,760 2-2x MST27 PAHD42 HD2A 518" A H14 3,300 2-2x ST6236 MPAHD A H15 3,705 2-2x MST37 HD5A 3/4" A H16 4,405 2-2x MST48 HD6A 718" A H17 5,800 2-2x MST60 A H18 6,465 2-2x HD8A 718" A H19 8,310 2-2x HD10A 7/8" A H2O 11,080 4x HD14A 1" A H25 15,305 6x HD15 1-114" 1 Straps and HD's as Mfg. by Simpson Strong -Tie Co. Cat C-96 2 Nail Straps & Hold -Downs w/10d (2x max.pen.1-518") See Details and Mfg. Data for Nailing, Bolt and Embedment Requirements 3 If No Cont. Rim Joist Add Lgth. to Wall Strap to Span to Wall Below 4 Straps and Hold -Downs must run continuous to Walls below; if no Wall below, be to Beams, sized for Hold -Down Point Loads Shear Wall Schedule Wall Shear Wall Edge Anchor Plate to FI. Plate Type Load Sheathing Nail Bolts Nail Lag Clips Symbol (plf) Material 8d 518"x12 16d 112"x5 A35 GF:900 GF:120 GF:478 GF:450 Note 1,2 Note 3 Note 6 Note 7 Note 6,8 Note 9,10 NA construct wall as spec'd per symbol or any below 5d@7" 72"oc 12"oc 48"oc wllath 60"oc 8"oc 24"oc A 6 260 112" Ply 6" 36"oc 4"oc 16"oc A 4 380 112" Ply 4" 24"oc 3"oc 12"oc 2,& 3 490 112" Ply 3" 18"oc 9"oc 8"oc 2,4 A 2 640 112" Ply 2" 14"oc 7"oc 6"oc 5 A 44 760 ea side 112" Ply 4" 12"oc 6"oc 5"oc 2,5 A 33 980 ea side 112" Ply 3" 9"oc 4"oc 4"oc 5,6 A 22 1,280 ea side 112" Ply 2" 6"oc 3"oc 3"oc 1 Sheathing: 318"-112" (4 ply min) CD, CC Pty, or 2 -M -W Particle Bd Wall edges blocked 2 Framing: 2x DF typ, 3x req'd if 10d w/ +1-5/8" penetration, 2" or 3"oc 3 Typical Fasteners: 8d Common or Galy. Box nails (no sinkers), nail field @12" 4 3x framing at all panel edges w/ nails at less than 2" oc., stagger, min .112" from edge. 5 Offset panel edges on opposite sides of wall 6 Anchors and Lag Bolts (ASTM A-307) spaced per Schd w/Washers tight to Sill 7 Stagger nails in plate 8 Pre -drill 3/8" hole for lag bolts. 9 Clips: Plate to Blocks only read if no shear sheathing continuity from Wall to Blocks 10 Anchors and Clips as -Mfg. by Simpson Strong -Tie Co. Cat C-96 C4 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2000-010 1 6746 Recorded OfficialRecords Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:42RM 08 -May -2000 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 10.00 CONFORM .00 CONFORM .00 Fay Page 1 of 2 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, Plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See Attached for Legal Description Date S - 5- O 0 State of California County of On S -S- cD PROPERTY OWNERS before me, personally appeared �- P c S PA , �- F / S r . personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. N WITNESS my hand official seal. A.P. # �) 9 -_j q 0 - 00-) '�•�`° DENISE M. PRICE V COMM: # 1170838 I NOTARY PUBLIC -CALIFORNIA COUNTY OF BUTTE c,, Comm. fxpirec Jan. 24, 2002 "r Order No. 201504 EXHIBIT "ONE" Lot 3, as shown on that certain map entitled," SHADY NOOK A SUBDIVISION OF LOT 80 AND A PART OF LOT 81, STANLEY PARK, BUTTE COUNTY, CALIFORNIA", which map was recorded in the office of the Recorder of the County of Butte, State of California, on January 17, 1924, in book 9 of maps at page 15. Assessor's Parcel No: 039-390-092 2